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PLANS 2 - 08-00362 - Springhill Suites Marriott Hotel
... ........ SPRIN GHILL SUITES 'n S P ;qN H ! LL REXBURG IDAHO SUITES Aarnott uj < XDUD 'D 0 z o Ow- D R JIDAHO R E G r 0 w w , 2: mx cwq COL < w 0 ARCHITECT GENERAL CONTRACTOR DEVELOPER STRUCTURAL ENGINEER PLUMBING MECHANICAL -.,-T.,-ECTRICAL z o W Z Lu :; (I) KEN HARRIS ARCHITECT RICHARDSON VAN LEEUWEN CONSTRUCTION ZIONS HOSPITALITY ACUTE ENGINEERING G3 DESIGN BUILD G3 DE�Q_IGN BUILD TASCC ENGfNEERI (n Ci- W 7 L� D c!' 0 PROVO, UTAH SALT LAKE CITY, UTAH OREM, UTAH PROVO, UTAH AMERICAN FORK, UTAH AMERICAN FORK, UTAH T-.1]"HI, UTAH D DRAWING INDEX DRAWING INDEX DRAWING INDEX DRAWING INDEX DRAWING INDEX GENERAL ARCHITECTURAL PLANS STRUCTURAL ENGINEERING PLANS MECHANICAL ENGINEERING PLANS PLUMBING ENGINEERING PLANS CIA - (:T 001 COVER SHEET 306b BUILDING SECTIONS S1.1 GENERAL STRUCTURAL NOTES M1.1 FIRST LEVEL MECHANICAL PLAN P1.1 FIRST LEVEL WASTE & VENT PLAN E001 EL' RICAL NOTES AND SYMBOLS "" ------ E100 SITE RAN ELECTRICAL 002 DRAWING INDEX/ BASE INFORMATION 400 PUBLIC SPACE PLAN S1.2 FOOTING AND FOUNDATION PLAN M1.2 SECOND LEVEL MECHANICAL PLAN P1.2 2ND - 4TH FLOOR WASTE & VENT PLANS 003 SYMBOL LEGEND AND GENERAL CRITERIA 401 PUBLIC SPACE REFLECTED CEILING PLAN - L - 0 FIRST FLOOR LIGHTING PLAN S1.3 FIRST FLOOR SHEAR WALL PLAN M1.3 THIRD LEVEL MECHAN PLAN P1.3 ROOF LEVEL WASTE & VENT PLAN ------ - F 2 u FIRST F'_OOR POWER AND SIGNAL 402 PUBLIC SPACE FURNITURE PLAN S1.4 SECOND FLOOR SHEAR WALL PLAN M1.4 FOURTH LEVEL MECHANICAL PLAN P2.1 FIRST LEVEL WATER & PIPING PLAN < . 403 PUBLIC SPACE FLOOR FINISH PLAN S1.5 THIRD FLOOR SHEAR WALL PLAN M1.5 ROOF LEVEL MECHANICAL PLAN P2.2 2ND - 4TH LEVEL WATER _ & GAS PIPING PLAN w : CIVIL ENGINEERING & LANDSCAPE PLANS 404 SECOND FLOOR RELECIED CEILING PLAN 2 0 4 cr) 0 S1.6 FOURTH FLOOR SHEAR WALL PLAN M2.1 ENLARGED FIRST LEVEL MECHANICAL PLAN P3.1 ENLARGED FIRST LEVEL PLUMBING PLAN E2 0 COVER COVER SHEET 404a THIRD FLOOR REFLECTED CEILING PLAN < S1.7 SECOND FLOOR AND LOW ROOF FRAMING PLAN M2.2 1/4 SCALE UNITS MECHANICAL PLAN P3.2 1/4 SCALE UNITS PLUMBING PLAN J6 a: uj Col EXISTING CONDITIONS 404b FOURTH FLOOR REFLECTED CEILING 'PLAN M2.3 I P4.1 PLUMBING SCHEMATICS S1.8 THIRD FLOOR FRAMING PLAN _/ < 4 SCALE UNITS MECHANICAL PLAN E 7 OUR; FI,OOR IlGI-IiING PLAN CO2 OVERALL MASTER PLAN 405 PUBLIC SPACE ELEVAIIONS -. 1 1 ___ - _j W S1.9 FOURTH FLOOR FRAMING PLAN M4.1 MECHANICAL DETAILS AND SCHEDULES ------ P5.1 PLUMBING SCHEDULES ----- ----- -, WFP AND SIGNAL _j 0 CO3 OVERALL MASTER PLAN PHASE 1 406 BACK OF HOUSE ELEVATIONS E208 FOURTH FLOOR -Py . ..... < S1.10 ROOF FRAMING PLAN M4.2 MECHANICAL DETAILS P5.2 PLUMBING DETAILS I F? C04 HORIZONTAL CONTROL AND DIMENSION PLAN 407 PUBLIC SPACE ELEVATIONS _0'� RO(..)_F_PLAN '.LEF, -------- >- cr, S2.1 STRUCTURAL DETAILS E301 ENLARGED LLECTRICAL PLAN C) t= w CO5 GRADING AND DRAINAGE PLAN 408 PUBLIC SPACE ELEVATIONS 0 S2.2 STRUCTURAL DETAILS ENLAR,_FD E(JRICAL PLAN U) '��_ C06 UTILITY SITE PLAN 410 PUBLIC SPACE RESTROOM PLANS & ELEVATIONS S2.3 STRUCTURAL DETAILS I - - - , _ -_ _ 0 =) __E40 Ot,JELNE D GRAM Z C07 DETAIL SHEET -1 AL CHFDULLS , C08 DETAIL SHEET GUESTROOM PLANS/ELEVATIONS ------------ _E E('TIR' --- - < ------ - 1 I,_s C09 SEWER PROFILE 420 KING GUESTROOM SHOWER UNIT E502 C I I I E503 U) U) L - 1 LANDSCAPE PLAN 421 KING GUESTRU",Q EXECUTIVE SUITE �HPHILES Z 2 w --% 24 L-2 LANDSCAPE DETAILS 422 KING GUESTROOM EXECUTIVE SUITE SHORT ROOM W U) 4 KING GUESTROOM - ACCESSIBLE ROLL-IN UNIT > -_ - ---- - uj 425 KING GUESTROOM ACCESSIBLE TUB UNIT 0 0 004 PARTITION ASSEMBLIES 427 KING GUESTROOM - EXECUTIVE SUITE 4TH FLOOR UNIT cn 0 z < - 005 HORIZONTAL ASSEMBLIES 430 DOUBLE QUEEN GUESTROOM - SHOWER UNIT CA UJ 020 CODE INFORMATION 431 DOUBLE QUEEN GUESTROOM - ACCESSIBLE ROLL-IN UNIT U) w 101 FIRST FLOOR PLAN 432 DOUBLE QUEEN GUESTROOM - 4'-6" TUB UNIT CD C.x Z a- FIRST FLOOR PARTITION DIAGRAM I cn 00 101b FIRST FLOOR PARTITION DIAGRAM z - co r o j < r- r- 101C PORTOCOCHERE PLAN SECTION & DETAILS ARCHITECTURAL PLANS ML 104' SECOND FLOOR PLAN 44.0 TAIR PLANS, SECTIONS & DETAILS uj 6� P.� ui 45 ELEVAT CD Lu 102o SECOND FLOOR PARTITION DIAGRAM I EVATOR PLANS, SECTIONS & DETAILS M 102b SECOND FLOOR PARTITION DIAGRAM 501 BUFFET PLANS, SECTIONS & DETAILS 103 THIRD FLOOR PLAN 502 COMMUNAL TABLE & BUSINESS LIBRARY- MILLWORK DETAILS LL] lai 103a THIRD FLOOR PARTITION DIAGRAM 504 THE MARKET PLANS, SECTIONS & DETAILS < z < 0 o L) 103B THIRD FLOOR PARTITION DIAGRAM 505 FRONT DESK PLANS, SECTIONS & DETAILS 2_1 - ui ui uj (n --, 0 U) w 104 FOURTH FLOOR PLAN 520 GUESTROOM DETAILS :D 57: o 0 4 �1.j --j or- 104a FOURTH FLOOR PARTITION DIAGRAM 540 CEILIND & SOFFIT DETAILS LL- C/ or- n Lu o Cf 104b FOURTH FLOOR PARTITION DIAGRAM 550 WALL SECTIONS i c y 110 ROOF PLAN 551 WALL SECTIONS 200 EXTERIOR ELEVATIONS 553 WALL SECTIONS rn 201 EXTERIOR ELEVATIONS 554 BUILDING FjvVELOPE DETAILS rn 300 BUILDING SECTIONS 600 DOOR S�IHEDULE DETAILS 301 BUILDING SECTIONS 601 WINDOW SCHEDULE & DETAILS ��4�r 302 rMlIM 60 NEWWRIOR 0&VM9%�ECVW@*WF _B - - G I SER 0pm u T 303 BU CTION LL o J[OOD A6.L_7L.� UT HE uARK�; 77%E][= 304 BUILDING rCT,ON,.Hfml�r-tmoqe-i�� �' PROJECT DESCRIPTION: THIS IS A FOUR STORY LINEAR PLAN BUILDING. THE PROTOTYPE CONTAINS A PUBLIC SPACE AREA ON THE GROUND FLOOR. THE DRAWINGS ARE BASED ON A WOOD FRAME ONE -HOUR STRUCTURE WHICH IS PROTECTED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. THE PUBLIC SPACE PORTION IS USED FOR GUEST REGISTRATION, LOBBY, DINING (COMPLIMENTARY BREAKFAST AND SOCIALS), MEETING ROOM(S), OFFICE, LAUNDRY, ELECTRICAUMECHANICAL ROOMS AND AN EXERCISE ROOM. AN INDOOR OR OUTDOOR SWIMMING POOL WITH WATER FEATURE IS ALSO INCLUDED. FIRE PROTECTION SYSTEMS AND THE POOUWATER FEATURE MAY BE PREPARED BY DESIGNlBUILD SUBCONTRACTORS IF PERMITTED BY THE LOCAL AUTHORITIES HAVING JURISDICTION. THE FOUR STORY PROTOTYPE HAS A DOUBLE ELEVATOR. ELEVATORS MUST MEET ALL ACCESSIBILITY REQUIREMENTS. ANY DEVIATIONS MUST BE APPROVED BY MARRIOTT. USE OF ThESE DRAWINGS IN USING THIS SET OF DRAWINGS IT IS USEFUL TO UNDERSTAND THE BASIC PREMISE BEHIND THE ORGANIZATION AND SETUP OF THE DESIGN GUIDELINE DRAWINGS. THE INITIAL DESIGN AND DEVELOPMENT OF A PARTICULAR PROJECT IS ESSENTIALLY A PROCESS OF ASSEMBLING VARIOUS COMPONENT PARTS. THIS DESIGN GUIDELINE DRAWING SET THEN NATURALLY BECOMES THE "KIT OF PARTS" FROM WHICH THOSE PIECES ARE GATHERED. WITHIN EACH OF THE PIECES ARE DEPICTED THE REQUIREMENTS AND /OR OPTIONS FOR EACH. THERE IS OFTEN A GREAT DEAL OF INFORMATION TO BE CONVEYED AND THEREFORE A NOTATION SYSTEM HAS BEEN CREATED TO HELP THE DRAWINGS READ MORE CLEARLY. REVIEW OF BOTH THE REFERENCE NOTES AND CRITERIA NOTES IS A VITAL PART OF GATHERING COMPLETE INFORMATION FOR ANY "PART" WITHIN THE "KIT ". THIS IS DONE IN CONJUNCTION WITH AND NOT IN PLACE OF THE TRADITIONAL METHOD OF CREATING AND REFERENCING DRAWINGS SUCH AS SECTIONS AND DETAILS. CRITERIA NOTES ARE GENERALLY USED TO ANNOTATE OPTIONS, LESSONS LEARNED OR SPECIFIC REQUIREMENTS. REFERENCE NOTES ARE USED THROUGHOUT THE DRAWING SET TO DIRECT THE USER TO RELATED INFORMATION FOUND ELSEWHERE IN THE DRAWINGS OR IN OTHER DOCUMENTS WHICH FORK � A PART OF THE ENTIRE PACKAGE OF PROTOTYPE CRITERIA. GENERAL FORMATTING -THE SITE PLAN, BUILDING PLAN, AND BUILDING SECTIONS DRAWINGS ARE GROUPED TOGETHER AS DESIGN INFORMATION. THE RELATED PARTS REFERENCED IN THESE DRAWINGS WOULD INCLUDE GUESTROOMS AND PUBLIC SPACES. THESE LETTER DESIGNATORS GROUPS THE DRAWINGS TOGETHER TO BE RECOGNIZED BOTH WITHIN THE SET AND ELECTRONICALLY FACILITATING EASIER SEARCHING. GUESTROOM UNIT SHEETS ARE SET UP AS A PACKAGE OF INFORMATION FOR THAT PARTICULAR UNIT WITH REFERENCING TO MORE DETAILED DRAWINGS. THE AUTOCAD FILE FORMAT HAS BEEN SIMPLIFIED FROM EARLIER VERSIONS OF DESIGN GUIDELINE DRAWINGS. THERE ARE NO X- REFERENCED FILES (EXCEPT FOR THE TITLEBLOCK) IN ANY OF THE DRAWING FILES, BUT RATHER COMMON ELEMENTS ARE CREATED AND INSERTED AS BLOCKS. THIS ENABLES PERTINENT INFORMATION RELATED TO A SPECIFIC SHEET TO RESIDE DIRECTLY WITH THE PARTICULAR FILE. WHEN CHANGES ARE MADE (i.e. GUESTROOM LAYOUT) THE BLOCK WOULD BE REVISED, SAVED AND RE- INSERTED INTO THE RESPECTIVE DRAWINGS IN WHICH IT RESIDES. EACH SHEET I5 A SEPARATE DRAWING FILE ENABLING A MORE INTUITIVE SORTING AND SEARCHING THROUGHOUT ELECTRONIC MEDIA. G U ESTROO M UNIT MIX OWNER - CONTRACTOR SUPPLIED ITEMS • All. draperies &drapery mounting hardware to be owner supplied —owner installed • Guestroom Microwave &Refrigerator to be owner supplied (Contractor may present optional bid to purchase items per Marriott spec) • Decorative Light Fixtures, Shower Curtain Rod, &Mirrors to be owner supplied — contractor installed • All Built -in or Recessed Light Fixtures or Fluorescent Fixtures to be by Contractor • Guest Washer /Dryers, Hotel Laundry Equipment, &Kitchen Equipment to be owner supplied —owner installed. CONVENTIONS TITLING OF THE DRAWINGS IS THE NATIONAL CAD STANDARDS. THIS IS A WELL- DEVELOPED AND WIDELY RECOGNIZED STANDARD WHICH ALSO FACILITATES REVISIONS EASILY AND EFFECTIVELY. THE SHEET NUMBERING ORDERS THE SET INTO SECTIONS BASED ON DRAWING TYPE. THE FOLLOWING IS AN OUTLINE OF THE GENERAL NUMBERING CRITERIA; 000 - GENERAL INFORMATION SHEETS 100 -SITE AND BUILDING PLANS 200 - BUILDING ELEVATIONS 300 - BUILDING SECTIONS 400 - ENLARGED PLANS (PUBLIC SPACE, GUESTROOMS, STAIRS, ELEVATORS, ETC.) 500 - DETAILS (BRAND RELATED - INTERIOR, EXTERIOR, KITCHEN, LAUNDRY) 600 - DETAILS (COMMON CONSTRUCTION, X -BRAND MARRIOTT) AND SCHEDULES THERE ARE NO DISCIPLINE DESIGNATORS IN THE SET AS THAT IS MORE APPLICABLE TO CONSTRUCTION DOCUMENTS. FILE NAMING CLOSELY FOLLOWS THE ACTUAL DRAWING NUMBER AND TITLE. FOR EXAMPLE SHEET 420, THE KING (SHOWER) GUESTROOM DRAWING HAS A FILE NAME OF 420 - - KING SHOWER GUESTROOM. SHEET 430, THE QUEEN QUEEN SHOWER GUESTROOM IS NAMED 430 -S- QUEEN QUEEN SHOWER GUESTROOM. WHEN SEARCHING DIRECTORIES FOR A PARTICULAR DRAWING THE SHEET NUMBER AND NAME WILL MAKE THIS TASK MORE INTUITIVE. INCLUDING THE SHEET NUMBER FIRST WILL ALSO AUTOMATICALLY ORGANIZE THE FILES IN THE ORDER OF THE DGD SET. GROUPING DRAWINGS FOR BATCH PLOTTING AND OTHER SIMILAR FUNCTIONS IS ALSO MUCH SIMPLIFIED. • Ice Machines to be owner supplied —owner installed, contractor to verify water supply connection with actual purchased unit • All Racks, Telecommunications, Security Cameras, &all FF &E to be furnished and installed by owner. • Bathroom Fixtures including Towel Bars &Toilet Paper Holder furnished &installed by contractor • Contractor to provide blocking in wall at all mounting locations (confirm blocking locations with owner per equipment to be installed) • Linen Chute by contractor • Common Area Restrooms furnished & installed by contractors • Shower Partition w/ Door, Cast Iron Shower Pan, &Guestroom Cabinetry by contractor • Front Desk &all Built -in Counters - Cabinetry to be furnished & installed by contractor • All closets to have rods &shelves by contractor • Food Prep, Meeting Room Buffets, &Coffee Area to have matching cabinetry and granite countertops • Pool Construction, Pool Equipment, &Pool Finishes to be by contractor FILE NAf��ING SHSV - 050 - S -SITE AND LANDSCAPE PLAN �i i -BRAND DESIGNATOR (S = SPRINGHILL SUITES) UNIQUE IDENTIFIER SORT CCDE - TO ENSURE SETS REMAIN IN PROPER ORDER ACCESSIBLE AND HEARING IMPAIRED ROOMS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION. NUMBER OF REQUIRED ACCESSIBLE GUESTROOMS SHALL BE CONFIRMED BY THE ARCHITECT OF RECORD FOR EACH SPECIFIC PROJECT. ALL ACCESSIBLE GUESTROOMS MUST BE INTERCONNECTING ROOMS AND THE TOTAL NUMBER SHALL ALSO COMPLY WITH MARRIOTT DESIGN AND CONSTRUCTION CRITERIA. • Built -in Outdoor Fire Pit to be by contractor .. � � � ��i DRAWING INDEX SHEET NUM SHEET TITLE SHEET TITLE 2 Spring Hill Suites by Rexburg, Idaho Marriot 0 N � GENERAL DATA Floor King Shower King Tub King Acc. Shwr. King .Acc. Tub Exec. King Shwr. Exec. King Suite Dbl Queen Shwr. Dbl Queen Tub Dbl Queen Acc. Shwr. Queen Acc. Tub Total By Floor 1 8 0 0 0 0 __________ 0 -- CODE INFORMATION 2 2 0 0 12 2 12 0 1 0 3 SHSR- 100 -S -126 127 Unit - Footing &Foundation Plan 0 FIRSTFLOOR PLANS 6 6 1 0 29 3 11 0 0 1 2 SE C_OND FLOOR PLANS _ 1 SHS 1 00a -5- 126_127 Unit - Second Floor Plan Indoor Pool __ 6 6 0 1 28 4 11 0 0 1 2 SHSR- 100b -5 -126 127 Unit -Third Floor Plans 1 THIRD FLOOR PARTITION DIAGRAM 6 6 0 1 28 Ttl By Type 42 0 1 2 7 FOURTH FLOOR PARTITION DIAGRAM __ 2 _ SHSR- 00 -S- apical Floor Partition Diagram 20 20 1 2 97 Total Rooms 97 SHSR- 110 -S -126 127 Unit -Roof Plan �'w Total Kings >, 54 ��O Total Queens 43 OWNER - CONTRACTOR SUPPLIED ITEMS • All. draperies &drapery mounting hardware to be owner supplied —owner installed • Guestroom Microwave &Refrigerator to be owner supplied (Contractor may present optional bid to purchase items per Marriott spec) • Decorative Light Fixtures, Shower Curtain Rod, &Mirrors to be owner supplied — contractor installed • All Built -in or Recessed Light Fixtures or Fluorescent Fixtures to be by Contractor • Guest Washer /Dryers, Hotel Laundry Equipment, &Kitchen Equipment to be owner supplied —owner installed. CONVENTIONS TITLING OF THE DRAWINGS IS THE NATIONAL CAD STANDARDS. THIS IS A WELL- DEVELOPED AND WIDELY RECOGNIZED STANDARD WHICH ALSO FACILITATES REVISIONS EASILY AND EFFECTIVELY. THE SHEET NUMBERING ORDERS THE SET INTO SECTIONS BASED ON DRAWING TYPE. THE FOLLOWING IS AN OUTLINE OF THE GENERAL NUMBERING CRITERIA; 000 - GENERAL INFORMATION SHEETS 100 -SITE AND BUILDING PLANS 200 - BUILDING ELEVATIONS 300 - BUILDING SECTIONS 400 - ENLARGED PLANS (PUBLIC SPACE, GUESTROOMS, STAIRS, ELEVATORS, ETC.) 500 - DETAILS (BRAND RELATED - INTERIOR, EXTERIOR, KITCHEN, LAUNDRY) 600 - DETAILS (COMMON CONSTRUCTION, X -BRAND MARRIOTT) AND SCHEDULES THERE ARE NO DISCIPLINE DESIGNATORS IN THE SET AS THAT IS MORE APPLICABLE TO CONSTRUCTION DOCUMENTS. FILE NAMING CLOSELY FOLLOWS THE ACTUAL DRAWING NUMBER AND TITLE. FOR EXAMPLE SHEET 420, THE KING (SHOWER) GUESTROOM DRAWING HAS A FILE NAME OF 420 - - KING SHOWER GUESTROOM. SHEET 430, THE QUEEN QUEEN SHOWER GUESTROOM IS NAMED 430 -S- QUEEN QUEEN SHOWER GUESTROOM. WHEN SEARCHING DIRECTORIES FOR A PARTICULAR DRAWING THE SHEET NUMBER AND NAME WILL MAKE THIS TASK MORE INTUITIVE. INCLUDING THE SHEET NUMBER FIRST WILL ALSO AUTOMATICALLY ORGANIZE THE FILES IN THE ORDER OF THE DGD SET. GROUPING DRAWINGS FOR BATCH PLOTTING AND OTHER SIMILAR FUNCTIONS IS ALSO MUCH SIMPLIFIED. • Ice Machines to be owner supplied —owner installed, contractor to verify water supply connection with actual purchased unit • All Racks, Telecommunications, Security Cameras, &all FF &E to be furnished and installed by owner. • Bathroom Fixtures including Towel Bars &Toilet Paper Holder furnished &installed by contractor • Contractor to provide blocking in wall at all mounting locations (confirm blocking locations with owner per equipment to be installed) • Linen Chute by contractor • Common Area Restrooms furnished & installed by contractors • Shower Partition w/ Door, Cast Iron Shower Pan, &Guestroom Cabinetry by contractor • Front Desk &all Built -in Counters - Cabinetry to be furnished & installed by contractor • All closets to have rods &shelves by contractor • Food Prep, Meeting Room Buffets, &Coffee Area to have matching cabinetry and granite countertops • Pool Construction, Pool Equipment, &Pool Finishes to be by contractor FILE NAf��ING SHSV - 050 - S -SITE AND LANDSCAPE PLAN �i i -BRAND DESIGNATOR (S = SPRINGHILL SUITES) UNIQUE IDENTIFIER SORT CCDE - TO ENSURE SETS REMAIN IN PROPER ORDER ACCESSIBLE AND HEARING IMPAIRED ROOMS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION. NUMBER OF REQUIRED ACCESSIBLE GUESTROOMS SHALL BE CONFIRMED BY THE ARCHITECT OF RECORD FOR EACH SPECIFIC PROJECT. ALL ACCESSIBLE GUESTROOMS MUST BE INTERCONNECTING ROOMS AND THE TOTAL NUMBER SHALL ALSO COMPLY WITH MARRIOTT DESIGN AND CONSTRUCTION CRITERIA. • Built -in Outdoor Fire Pit to be by contractor .. � � � ��i DRAWING INDEX SHEET NUM SHEET TITLE SHEET TITLE 2 FILE NAME 0 N � GENERAL DATA SHSR- 001 -S -Cover Sheet 001 COVER SHEET O 00 2 DRAWING INDEX / B_ASE INFORMATION SHSR 002 -S- Drawing Index -Base Information 003 SYMBOL LEGEND AND GENERAL CRITERIA ________ SHSR- 003 -S- Symbol Legend and General Criteria 004 PARTITION A SHSR- 004 -S- Partition Assemblies SHSR- 005 -S- Horizontal Assemblies 005 HORIZONTAL ASSEMBLIES __________ 020 -- CODE INFORMATION - . - - - -- 126 -127 UNIT - - -- SHSR- 020 -S- 126_127 Unit -Code Information W m ___ 126 -127 UNIT _- - - - - -- 100 _ DIMENSIONAL FOOTING /FOUNDATION PLAN 126 -127 UNIT SHSR- 100 -S -126 127 Unit - Footing &Foundation Plan 101 FIRSTFLOOR PLANS 126 -127 UNIT � SHSR- 100a -S -126 127 Unit -First Floor Plans Indoor Pool 101a FIRST FLOOR PA RTITION DIAGRAM ______ SHSR- 006a -S -First Floor Parti 101b FIRST FLOOR PARTITION DIAGRAM _____ SHSR- 006b -S -First Floor_P_artition Diagr _ ___ 102 _ SE C_OND FLOOR PLANS _ 126 -127 UNIT _ SHS 1 00a -5- 126_127 Unit - Second Floor Plan Indoor Pool __ 102a SECOND FLOOR PARTITION DIAGRAM � SHSR- 007a -S -T ical Floor Partition Diagram 102b _ SECOND FLOOR PARTITION DIAGRAM � ____ _ _______ SHSR- 007b -S -T ical Floor Partition Diagram __ 103 THIRD FLOOR PLANS 126 -127 UNIT SHSR- 100b -5 -126 127 Unit -Third Floor Plans 103a THIRD FLOOR PARTITION DIAGRAM _________ SHSR- 008a -S -T ical Floor Partition Diagra _ 103b THIRD FLOOR PARTITION DIAGRAM O~ SHSR- 008b -S -T ical Floor Partition Dia ram 1 FOURTH FLOOR PLANS 126 -12_7_ UNI T__ SHSR- 101 -5 -126 127 Unit -Fourth Floor Plans 104a FOURTH FLOOR PARTITION DIAGRAM __ ___ _ SHSR- 00 -S- apical Floor Partition Diagram 104b ___ FOURTH FLOOR PARTITION_DIAGRAM � __ SHSR- 009b -S -T ical Floor Partition Dia ra_m__ 110 ROOF PLAN _ 126 -127 UNIT SHSR- 110 -S -126 127 Unit -Roof Plan �'w >, ��O � 126 -127 UNIT __ 200 _ E XTER IOR ELEVATIO _____ ___ 126 -127 UNIT _______ SH SR- 200a -S -126 127 Unit - Exterior Eleva Pool _ 201 EXTERIOR ELEVATIO 126 -127 UNIT ___ SHSV- 201 -S -126 127 Un it - Ext_erior Elevations Indoor Pool) 300______ BUI LDING SECTIONS 126 -127 UNIT ___ SHSV- 300 -S- 126_127 Unit - Building Sections (Ind Po ___ 4 __ PUBLIC SPACE PL AN _ 126 -127 UNIT ____ ____ __ __ SHSV- 400a -S -126 127 Unit - Public Space Plan (Indoor Pool _ 400b PUBLIC SPACE PLAN 126 -127 UNIT SHSV- 400b -S -126 12_7 Unit - Public S ace Plan Outdoor Pool 4 01a PUBLIC SPACE REFLECTED CEILING PLAN 126 -127 UNIT SHSV -401 a -S -126 127 Unit - Public Space RCP (Indoor Pool) 401 b PUBLIC SPACE REFLECTED CEILING PLAN 126 -127 UNIT SHSV -401 b -S -126 127 Unit - Public S ace RCP Outdoor Pool 402a PUBLIC SPACE FURNITURE PLAN 126 -127 UNIT SHS 402a -S- 126_127 Unit - Public Space Furniture P _ 402b PUBLIC SPACE FURNITURE PLAN 126 -127 UNIT SHSV- 402b -S -126 127 Unit - Public S ace Fumiture Plan Outdoor Pool) 403a PUBLIC SPACE FLOOR FINISH PLAN 12 -1 27_ U NIT SHSV- 403a -S- 126_127 Unit - Public Space Floor Finish Plan Indoor Pool 403b PUBLIC SPACE FLOOR FINISH PLAN 126 -127 UNIT SHSV- 403b -S -126 127 Unit - Public Space Floor Finish Plan Outdoor Pool 404 TYPICAL FLOOR REFLECTED CEILING PLA 126 -127 UNIT SHSV -404 -S- 126_127 Unit - Typical Floor RCP 405 PUBLI S PACE ELEVATIONS 126 -127 UNIT ,_ 405 - 1 26_127 Unit - Public Space Elevations (Indoor Pool) 406 _ ____ _ BA_CKOF HOUSE ELEVATIONS 126 -127 UNIT _ SHSV -406 -S -126 127 Unit -Back of House Elevations�ndoor Pool) _ 407 PUBLIC SPACE ELEVATIONS -1 UNIT SHSV -407 -S -126 127 Unit - Public S ace Elevations Indoor Pool 408 _ PUBLIC SPACE ELEVATIONS _1 126 - 127 U NIT________ � SHSV- 408 -5- 126_127 Unit - Public Space El ev a ti o ns (Indoor Pooh________ __ 410 PUBLIC RESTROOM PLANS &ELEVATIONS 126 -127 UNIT SHSV -410 -S -126 127 Unit - Public Restroom Plans - Elevations Indoor Pool GUESTRO_OMS 420 KING GUES_TROOM S __ _ _ _ _ __ SHSV -420 -S -Kin Shower Guestroom 421 EXEC. KING GUESTROOM SHOWER SHSV -421 -S -Kin Exec. Guest 422_ _E XEC. KING SUITE _______ SHOWER ______ ________ SHSV -422 -S -King Exec. Suite 424 - - -- KING GUESTROOM ACCESSIBLE ROLL -IN SHSV -424 -S -King Access Roll -In Suite 425 -- - - - - -- - KING GUESTROOM - ACCESSIBLE ROLL -IN -- SHSV -425 -S -King Access Roll - S uite 427 EXE SUITE 4th FLOOR __ ____ SHOWER &TUB _ _ SHSV - 42 7 -S -King_ Shower/ Tub Suite __ 430 QUEEN /QUEEN GUESTRO_OM________ SHOWER SH SV -4 30 -S - queen Shower Guestroom 431 - - - -- QUEEN /QUEEN GUESTROOM - - - - -- _ __ _ ACCESSIBLE ROLL -IN SHSV -431 -S -Queen Queen Accessible Roll -In Guestroom 432 -- QUEEN /QUEEN GUESTROOM TUB -- SHSV -432 -S -Queen Queen Tub -B Guestroom --------------------------- - - -- — COMMON SHEETS _ 440 STAIR PLANS, SECTIONS &DETAILS 450 ELEVATOR PLANS, SECTION &DETAILS DETAILS _ SHSV -440 -S -Stair Plans, Sections and Details SHSV - 450 -S- Elevator Plans, Sections and Details - -- - -- 501 BUFFET PLANS, SECTIONS &DETAILS SHSV- 501 -S -Buffet Plans, Sections and Details 502 504 COMMUNAL TABLE &BUSINESS LIBRARY THE MARKET PLANS, SECTIONS &DETAILS MILLWORK DETAILS SHS 5 -S- Communal Table and Business Library Millwork Details SHSV -504 -5 -The Market Plans, Sections and Details __ ____ _ - -- -- ;SHSV - 505 -S -Front Desk Plans, Sections and Details 505 FRONT DESK PLANS, SECTIONS &DETAILS - -- 520 GUESTROOM DETAILS SHSV- 520 -S- Guestroom Details 540 CEILING AND SOFFIT DETAILS SHSV- 540 -S- Ceiling and Soffit Details 550 WALL SECTIONS SHSV- 550 -S -Wall Sections 551 WALL SECTIONS SHSV- 551 -S -Wall Sections 553 WALL SECTIONS 8� DETAILS SHSV- 553 -S -Wall Sections and Details 554 BUILDING ENVELOPE DETAILS ______ SHSV- 554- S- Buildin�c Envelope Details_ SHSV- 600 -S -Door Schedule and Details ' 600 DOOR SCHEDULE AND DETAILS 601 WINDOW SCHEDULE &DETAILS SHSV- 601 -S- Window Schedule and Details 602 EXTERIOR WINDOW SECTIONS &DETAILS SHSV- 602 -S- Exterior Window Sections and Details KITCHEN 800 ND LAUNDRY EQUIPMENT FOOD SERVICE EQUIPMENT PLAN SHSV- 800 -S -Food Service Equipment Plan 820 850 _LAUNDRY THE MARKET EQUIPMENT PLAN - -- EQUIPMENT PLANS _ -- - _ - - - - -- SHSV- 820 -S -The Market Egui�ment Plan _ I - __.._ - -- -____ - - -- - - -- . - - - - -1 SHSV- 850 -S- laundry Equipment Plans �,' �� k� "- ..� �a �� : �.� • «.. � F U I.1.1 �_ Z U �++ LJ- Q i �� 0 r� 0 W W Z 0 a v v 0 0 0 N w w z w W z 0 z / �� \ SPRINGHILL SUITES ., ,A11arr�ott , r— 0 ww 0 N � U W �� w O LL O �� a = O�� � `� �mW � � wOz � J � J� Q � � J �ZO � � W � W m �v� � O z � o� - v � t- ¢ cn ¢ � Q�� Z �= Q �z z` m � � p oU� W � w �H= �oQ � a =_� � � (, F-� � N � Z cnQO _ � �w C � h � � aH� '�1 v O~ Z Zoe z �� � a o ��� m Owo: maw � � � ZO�� w �� 0 �'w >, ��O � WZ� HBO r— � .f �, . �1 • i v�w���r � wiv 0 o 0 N � O N � O LL O Q � E �� �o� o � _ Uw � z � J � J� Q � � � � � W � W m �v� � J � � Q - v Q d J � Z �= Q �z z` � �� �o� � �Zw �oQ w Q �oz Q � � 0 ��� z N -� ° �z� o _ �� C � � J � V '�1 v O Na m . Z = J � � � �, =mQ � Q ��Z Q Z 1— oOc.�� �„�� �L Z LLJ w �� 0 ��ao LL � .f �, . �1 • i v�w���r � wiv LANDSCAPE SYMBOLS SOD � �////// 1� GROUNDCOVER ANNUALS /PERENNIALS EVERGREEN HEDGE 24" height or spread 3 gal. min. SMALL EVERGREEN SHRUB 18" height or spread 3 gal. min. (5 gal. mid -west and west coast) EVERGREEN ACCENT SHRUB 36" height or spread, heavy specimen 7 gal. or B &B PYRAMIDAL EVERGREEN TREE 8' -9' height Full to the ground or standard ORNAMENTAL /MULTI -TRUNK TREE 2 -2.5" cal. 8 -10' height 3 - 5 canes, 1 " cal. min. each cane + LARGE SHADE TREES 2.5 -3" cal. 12 -14' height 1. PRIMARY SITE DESIGN CRITERIA IS CONTAINED IN THE DESIGN AND CONSTRUCTION STANDARDS ISSUED AS PART OF THESE DOCUMENTS. IF ANY DISCREPANCIES EXIST, THE MOST STRINGENT REQUIREMENTS APPLY. HATCH LEGEND ALUMINUM STEEL BAIT INSULATION RIGID INSULATION CMU BRICK EIFS CONTINUOUS LUMBER PLYWOOD GRANULAR MATERIAL EARTH CONCRETE CMU - GROUTED SOLID GYP. BD. CENTER LINE DESIGNATION BREAK LINE DESIGNATION GRID LINE HIDDEN LINE FOOTING LINE -• F FIRE PROTECTION PIPING SUMMER GAS PIPING G CEILING MOUNTED EXHAUST FAN, CONTROLLED BY WALL SWITCH. SANITARY PIPING SAN - - - - - -- V - - - - - -- VENT PIPING - CW - DOMESTIC COLD WATER PIPING HW HW HW DOMESTIC HOT WATER PIPING - - HWR - - DOMESTIC HOT WATER RETURN PIPING - - - - CD - - - - CONDENSATE PIPING - -{ �I- - GATE VALVE - � I-- - CHECK VALVE - -{ �iF- - BALL VALVE - ���- FEET PER LIFT, AS REQUIRED (PER ELEVATOR CODE AND ,�` BALANCING VALVE 17 FROSTPROOF WALL HYDRANT J L HOSE BIBB - OS &Y VALVE - -{ �I- GUEST ROOM AND STORAGE TOILET EXHAUST FAN, WALL OR CO CLEAN OUT RD ROOF DRAIN CW COLD WATER HW HOT WATER HWR HOT WATER RETURN FD FLOOR DRAIN HD HUB DRAIN FS FLOOR SINK FWH FREEZELESS WALL HYDRANT VTR VENT THRU ROOF HB HOSE BIBB SAN SANITARY V VENT ST STORM G GAS GENERAL PLUMBING NOTES 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. THE DESIGNER OF RECORD SHALL VISIT THE SITE PRIOR TO BIDDING; SHALL VERIFY ALL CONDITIONS THAT AFFECT THE WORK, LOCATIONS, SIZES, DIMENSIONS AND INVERT ELEVATIONS OF ALL ON -SITE SANITARY SEWERS, STORM WATER SEWERS, WATER MAINS AND NATURAL GAS MAINS; AND MAKE CERTAIN THAT ALL CONNECTIONS CAN BE MADE. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ALL LOCAL PLUMBING, HEALTH DEPARTMENT AND BUILDING CODES, REGULATIONS AND ORDINANCES. 3. EVERY FIXTURE, DEVICE, APPARATUS AND PIECE OF EQUIPMENT WHICH CONVEYS, USES, OR IS ACTIVATED BY WATER SHALL BE OF SUCH DESIGN AND BE INSTALLED IN SUCH A MANNER THAT THE DOMESTIC WATER SYSTEM IS PROTECTED AGAINST CONTAMINATION. 4. PROVIDE WATER SAVING DEVICES, AS REQUIRED BY CODE, TO ALL PLUMBING FIXTURES. ALL SHOWER HEADS SHALL HAVE 2.5 GPM FLOW. 5. NO WATER LINES SHALL BE INSTALLED IN AN OUTSIDE WALL. 6. ALL PLUMBING PIPING SHALL BE COORDINATED WITH OTHER DISCIPLINES, INCLUDING MECHANICAL DUCTWORK, LIGHTING FIXTURES, CONDUITS AND STRUCTURE, PRIOR TO PIPING INSTALLATION. 7. CLEAN -OUTS SHALL BE INSTALLED AS INDICATED ON DRAWINGS, AND AS PER PLUMBING CODE. 8. PROVIDE VACUUM BREAKERS ON ALL HOSE BIBBS AND WALL HYDRANTS PLUMBING EQUIPMENT REFER TO SPECIFICATIONS SECTION 15410 FOR PLUMBING FIXTURE SCHEDULE. MECHANICAL EQUIPMENT LIST PTAC THROUGH THE WALL UNIT PACKAGE TERMINAL AIR CONDITIONER SUMMER WITH HEAT SIZE AS REQUIRED. EF -A CEILING MOUNTED EXHAUST FAN, CONTROLLED BY WALL SWITCH. - - 1 SIZE AS REQUIRED. PROVIDE FIRE DAMPER AS REQ'D. EF -B ELEVATOR MACHINE ROOM, HORIZONTAL CABINET TYPE EXHAUST SIZE OR SHAPE TRANSITION FAN. SIZE PER ELEVATOR MANUFACTURER REQUIREMENTS. -�--, CONTROLLED BY THERMOSTAT. EF -C HORIZONTAL CABINET TYPE EXHAUST FAN, CONTROLLED BY FAN 90 DEGREE SUPPLY ELBOW DOWN (RETURN AIR SIMILAR) CABINET MOUNTED VARIABLE SPEED CONTROLLER, SIZE AS DB REQUIRED. (MIN. POOL ROOM CAPACITY 8 AIR CHANGES PER �(� r I I\ HOUR.) EF -D VERTICAL ELEVATOR GRAVITY VENT PER CODE MIN. OF 3 SQUARE GUEST ROOMS FEET PER LIFT, AS REQUIRED (PER ELEVATOR CODE AND ,�` ELEVATOR MANUFACTURER REQUIREMENTS.) EF -E WALL MOUNTED PROPELLER EXHAUST FAN WITH BACKDRAFT J L DAMPER CONTROLLED BY ROOM THERMOSTAT. CAPACITY AS 70 °F REQUIRED. EF -F GUEST ROOM AND STORAGE TOILET EXHAUST FAN, WALL OR � CEILING MOUNTED. SUPPLY WITH RADIATION DAMPER. EF -G VERTICAL DISCHARGE KITCHEN FAN SUITABLE FOR GREASE AIR Z HANDLING. INTERLOCK WITH SF -B. CONTROLLED BY WALL �� SWITCH. CAPACITY AS PER HOOD MANUFACTURER'S DUCT RISER UNDER POSITIVE PRESSURE REQUIREMENTS. EF -J VENDING ROOM EXHAUST FAN, CEILING MOUNTED. SF -A HORIZONTAL CABINET TYPE SUPPLY AIR FAN FOR KITCHEN HOOD DUCT RISER MAKE -UP AIR MAKE -UP AIR CAPACITY TO KITCHEN HOOD MANUFACTURER'S ® REQUIREMENTS. INTERLOCK WITH EF -H. CONTROLLED BY WALL � SWITCH. SIZE AS REQUIRED. SF -B WALL MOUNTED PROPELLER SUPPLY AIR FAN WITH BACKDRAFT ® DAMPER CONTROLLED BY ROOM THERMOSTAT AND INTERLOCKED � Q Z w ►- WITH WATER HEATER BURNER IGNITION. MINIMUM CAPACITY EQUAL VOLUME DAMPER TO 2 CFM PER 3000 BTU FIRING RATE. EWH SURFACE MOUNTED ELECTRIC WALL HEATER; CAPACITY AS J U � REQUIRED. AHU -1 POOL ROOM ENVIRONMENTAL CONTROL UNIT. UNIT TO PROVIDE W HEATING, COOLING, DEHUMIDIFICATION AND POOL WATER HEATING. I UNIT SHALL BE MANUFACTURERED SPECIFICALLY FOR THIS FIRE /SMOKE DAMPER PURPOSE. SUPPLY WITH MATCHING ACCU. AHU- VERTICAL OR HORIZONTAL FAN COIL UNIT WITH DESIGNATION. DX (2,3,4,5, COIL AND ELECTRIC HEAT. CAPACITY AS REQUIRED. CONTROLLED 6,7,8,9,10, BY WALL MOUNTED THERMOSTAT. 11,12) ® ACCU AIR COOLED CONDENSING UNIT. CAPACITY TO MATCH AHU. LD LINEAR SLOT DIFFUSER CONSTRUCTED OF EXTRUDED ALUMINUM WITH AIR PATTERN CONTROLLER ADJUSTABLE FOR 180 DEGREE AIR PATTERN. EACH AIR SLOT SHALL BE EQUIPPED WITH AN z INDIVIDUALLY ADJUSTABLE VOLUME DAMPER DIFFUSER SHALL � BE METALAIRE SERIES 6000. SEE PLANS FOR LENGTH AND w �n � O PLENUM SIZE. CD CEILING DIFFUSER; 4 -WAY ADJUSTABLE AIR PATTERN. PROVIDE o � WITH OPPOSED BLADE DAMPER; VOLUME DAMPER CONSTRUCTED '���� OF EXTRUDED ALUMINUM AND OF COLORS SELECTED BY ARCHITECT. DIFFUSER SHALL BE METALAIRE SERIES 5000 FURNISHED WITH MODEL TR TRANSITION FOR ROUND DUCT CONNECTION. SR SUPPLY REGISTER SHALL BE ONE WAY PATTERN WITH INDIVIDUALLY ADJUSTABLE CURVED BLADES, CONSTRUCTED OF EXTRUDED ALUMINUM. REGISTERS TO BE METALAIRE 'L' FOR CEILING AND VH DOUBLE DEFLECTION MODEL FOR WALL. RR RETURN /EXHAUST REGISTER (CEILING - 0� DEFLECTION +WALL FIXED 45° CURVED DEFLECTION VANES }, MANUFACTURED OF CORROSION RESISTANCE ALUMINUM. REGISTERS TO BE METALAIRE SERIES RW. UH UNIT HEATER SCU SELF - CONTAINED HVAC UNIT EQUIPMENT LIST NOTES 1. EQUIPMENT CAPACITIES FOR HVAC ITEMS LISTED SHALL BE DETERMINED BASED ON BUILDING LOCATION AND DESIGN CRITERIA AS SHOWN ON THIS SHEET. 2. FINAL SELECTION OF ELECTRICAL CHARACTERISTICS FOR EQUIPMENT SHALL BE DETERMINED BASED ON SITE VOLTAGE AVAILABILITY. 3. SEE MARRIOTT SPECIFICATIONS FOR LIST OF ACCEPTABLE EQUIPMENT MANUFACURERS FOR MECHANICAL PRODUCTS. 4. CONDENSATE LINES FOR PTAC /VTAC UNITS SHALL BE LOCATED INSIDE BUILDING AND SHALL DRAIN TO SANITARY OR SEWER LINE AS ALLOWED BY CODE. MECHANICAL SYMBOLS NOTE ALL SYMBOLS MAY NOT APPEAR ON DRAWINGS SINGLE DESCRIPTION DOUBLE LINE LINE HVAC /EXHAUST DESIGN CRITERIA OUTDOOR DESIGN TEMPERATURES: BASE OUTDOOR AIR AMBIENT DB AND WB TEMPERATURES ON BUILDING LOCATION WITH CITY LISTED IN 1997 ASHRAE FUNDAMENTALS, WEATHER DATA (CHAPTER 24) OR LOCAL AIRPORT CLIMATOLOGICAL DATA. WINTER DESIGN BASED ON 97.5% FREQUENCY SUMMER DESIGN BASED ON 2.5% FREQUENCY INDOOR DESIGN TEMPERATURES _A_ND CONDITIONS: 90 DEGREE SUPPLY AIR DOWN (RETURN SIM.) SUMMER --® 90 DEGREE SUPPLY AIR UP (RETURN SIM.} 76 °F - - 1 ROUND RADIUS ELBOW �� -�- SIZE OR SHAPE TRANSITION DB /63 °F WB -�--, FLEXIBLE DUCT TAP �}^--� 78 °F 90 DEGREE SUPPLY ELBOW DOWN (RETURN AIR SIMILAR) 70 °F DB 90 DEGREE SUPPLY ELBOW UP (RETURN AIR SIMILAR) �(� r I I\ � RECTANGULAR RADIUS ELBOW DB /50% RH GUEST ROOMS RECTANGULAR ELBOW WITH TURNING VANES ,�` ,� � BRANCH TAKEOFF WITH ADJUSTABLE VANED EXTRACTOR KITCHEN J L TEE WITH SQUARE ELBOWS, TURNING VANES AND SPLITTER DAMPER 70 °F DB LINED DUCTWORK �__� � SIDEWALL SUPPLY GRILLE OR REGISTER WITH AIR EXTRACTOR DB Z ap Z NEW DUCTWORK �� 8 DUCT RISER UNDER POSITIVE PRESSURE 8 � DUCT RISER UNDER NEGATIVE PRESSURE �'`�� Q DUCT RISER MAKE -UP AIR z � ® SUPPLY AIR GRILLE OR REGISTER � � � RETURN AIR GRILLE OR REGISTER V �Q ® EXHAUST FAN � Q Z w ►- --� VOLUME DAMPER ��� '� J U � FIRE DAMPER H?� W c� I _! FIRE /SMOKE DAMPER -�-� MOTORIZED DAMPER _..1 O � O ® THERMOSTAT HVAC /EXHAUST DESIGN CRITERIA OUTDOOR DESIGN TEMPERATURES: BASE OUTDOOR AIR AMBIENT DB AND WB TEMPERATURES ON BUILDING LOCATION WITH CITY LISTED IN 1997 ASHRAE FUNDAMENTALS, WEATHER DATA (CHAPTER 24) OR LOCAL AIRPORT CLIMATOLOGICAL DATA. WINTER DESIGN BASED ON 97.5% FREQUENCY SUMMER DESIGN BASED ON 2.5% FREQUENCY INDOOR DESIGN TEMPERATURES _A_ND CONDITIONS: SEE RESIDENCE INN DESIGN &CONSTRUCTION STANDARDS FOR ADDITIONAL REQUIREMENTS. HVAC EQUIPMENT SELECTIONS SHALL BE DETERMINED FROM HEATING /COOLING CALCULATIONS BASED ON ASHRAE LOAD CALCULATION MANUAL. HVAC SYSTEM SHALL CONFORM TO THE FOLLOWING: 2006 INTERNATIONAL MECHANICAL CODE 2006 ENERGY CODE 2006 INTERNATIONAL BUILDING CODE LOCAL BUILDING AND HEALTH DEPARTMENT CODES ®ULATIONS EXHAUST FAN CAPACITIES FOR INDIVIDUAL ROOMS OR SPACE TO BE BASED ON NATIONAL AND LOCAL CODE REQUIREMENTS AND EQUIPMENT LOAD REQUIREMENTS. OWNER TO VERIFY REQUIRED CAPACITIES. CAPACITIES SHOWN ARE FOR PURPOSES OF GUIDANCE ONLY. � • 1 11. ELECTRICAL SYMBOLS RACEWAY AND WIRING, CONCEALED IN WALL OR ABOVE CEILING SUMMER WINTER WORK ROOMS 76 °F DB /63 °F WB 70 °F DB LOBBY AREA /BREAKFAST 76 °F DB /63 °F WB 72 °F DB CORRIDORS 78 °F DB /67 °F WB 70 °F DB POOL ROOM 80 °F DB /50% RH 80 °F DB /50% RH GUEST ROOMS 75 °F OB /63 °F WB 72 °F DB KITCHEN 80 °F DB /50% RH 70 °F DB EXERCISE 76 °F DB /65 °F WB 72 °F DB SEE RESIDENCE INN DESIGN &CONSTRUCTION STANDARDS FOR ADDITIONAL REQUIREMENTS. HVAC EQUIPMENT SELECTIONS SHALL BE DETERMINED FROM HEATING /COOLING CALCULATIONS BASED ON ASHRAE LOAD CALCULATION MANUAL. HVAC SYSTEM SHALL CONFORM TO THE FOLLOWING: 2006 INTERNATIONAL MECHANICAL CODE 2006 ENERGY CODE 2006 INTERNATIONAL BUILDING CODE LOCAL BUILDING AND HEALTH DEPARTMENT CODES ®ULATIONS EXHAUST FAN CAPACITIES FOR INDIVIDUAL ROOMS OR SPACE TO BE BASED ON NATIONAL AND LOCAL CODE REQUIREMENTS AND EQUIPMENT LOAD REQUIREMENTS. OWNER TO VERIFY REQUIRED CAPACITIES. CAPACITIES SHOWN ARE FOR PURPOSES OF GUIDANCE ONLY. � • 1 11. ELECTRICAL SYMBOLS L� EMERGENCY LIGHTING FIXTURE WITH BATTERY PACK �K KEYED SWITCH � LOCAL LIGHTING SWITCH, +48" AFF - SUBSCRIPT DENOTES ITEM CONTROLLED �3 LOCAL LIGHTING SWITCH, 3 -WAY. +48" AFF �p DIMMER SWITCH WITH UNITIZED COVER TIMER SWITCH D DATA ► TELEPHONE OUTLET, FLUSH WALL MOUNTED. +18" AFF, UNLESS OTHERWISE NOTED. H P � HOUSE TELEPHONE OUTLET, FLUSH WALL MOUNTED. +48" AFF, UNLESS OTHERWISE NOTED. P N OUTLET, FLUSH WALL MOUNTED. +18" AFF, UNLESS OTHERWISE NOTED. GFI � GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE, 20A, 125V, 3W., NEMA 5 -20R. DUPLEX RECEPTACLE, 20A 125V.,3W., WALL MOUNTED NEMA 5 -20R. DOUBLE DUPLEX RECEPTACLE, 20A. 125V. 3W., WALL MOUNTED NEMA 5 -20R. SPECIAL SINGLE RECEPTACLE IG � ISOLATED GROUND DUPLEX RECEPTACLE, 20A,125V, 3W, WALL MOUNTED, ORANGE IN COLOR. ❑F FIRE ALARM SYSTEM PULL STATION, FLUSH MOUNTED. +48" AFF OF 4 FIRE ALARM SYSTEM HORN AND STROBE LIGHT +7' -6" AFF � FIRE ALARM STROBE LIGHT - +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. TS TAMPER SWITCH GUEST ROOM STROBE LIGHT ON WALL IN ALL ACCESSBLE © GUEST ROOMS. TOP OF STROBE AT LEAST 6' -8" AFF BUT NO MORE THAN 8' -0" AFF WHILE MAINTAINING AT LEAST 6" BELOW CEILING. GUEST ROOM SMOKE DETECTOR WITH SOUNDER BASE AT LEAST 4" OB BELOW CEILING BUT NO GREATER THAN 12" IN ALL GUEST ROOMS. OS FIRE ALARM SYSTEM SMOKE DETECTOR FS FIRE ALARM SYSTEM SPRINKLER FLOW SWITCH. O FLUSH FLOOR RECEPTACLE 20A, 125V, 3W - PROVIDE COVER FOR FLOOR TYPE. Q RECEPTACLE - 250V - 2 POLE FOR PTAC UNITS IN GUEST ROOMS. O HEAT DETECTOR 2DA(Q-{ SPECIAL OUTLET 1 �- 208V -20A 30A� SPECIAL OUTLET 1 �- 208V -30A MAGNETIC HOLD -OPEN DEVICE ACTIVATED BY FIRE ALARM SYSTEM. ©-I CLOCK OUTLET ® CEILING MOUNTED SOUND SYSTEM SPEAKER A HORN STROBE FOR DOOR SIGNAL FOR HEARING IMPAIRED q &ACCESSIBLE UNITS TD 2 -GANG BOX WITH TRANSFORMER FOR DOOR SIGNAL OPB PUSH BUTTON FOR DOOR SIGNAL CR CARD READER INT INTERCOM O�J PARKING LOT LIGHT STANDARD � DECORATIVE EXTERIOR LIGHT STANDARD CO CARBON MONOXIDE DETE�;TOR TO THERMOSTAT �D DISPOSAL ELECTRICAL CRITERIA 1. ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS, UNLESS OTHERWISE NOTED. 2. THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. REFER TO ARCHITECTURAL DRAWINGS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEILING PLANS, DOOR SWINGS, FIRE - RELATED PARTITIONS, AND CABINET, CASEWORK AND BUILT -IN DETAILS. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET THE NATIONAL ELECTRIC CODE AND AS REQUIRED BY THE EQUIPMENT MANUFACTURER. 5. ELECTRICAL CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES ARE TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED OTHERWISE. 6. ELECTRICAL CONTRACTOR TO PROVIDE BRANCH CIRCUIT WIRING AS REQUIRED FOR ALL EQUIPMENT FURNISHED BY OTHERS. 7. ALL MOTOR STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FURNISHING THE EQUIPMENT AND INSTALLED, WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. 8. ALL RECEPTACLES, HORNS, VISUAL INDICATORS, EMERGENCY LIGHTS, PULL STATIONS AND EXIT LIGHTS MOUNTED ON THE EXTERIOR OF THE BUILDING AND AT INDOOR POOL SHALL BE OF THE WEATHERPROOF TYPE. 9. FOR ALL GUEST ROOM SMOKE DETECTORS AND MINI - HORNS, CONTRACTOR SHALL INSTALL TWO ADJACENT SINGLE GANG BOXES, SMOKE DETECTORS SHALL BE CONNECTED TO POWER CIRCUIT, AND HORNS SHALL BE CONNECTED TO FIRE ALARM SYSTEM. ALL BATHROOM AND KITCHEN RECEPTACLES SHALL BE G.F.I. (TYP.). 10. FOR GUEST ROOM BATH WALL SWITCH, SEE UNIT PLAN SHEETS. 11. AUDIO /VISUAL INDICATOR FOR HEARING - IMPAIRED GUEST ROOMS SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE, AT APPROXIMATELY 6" BELOW CEILING. 12. ALL EMERGENCY BATTERY PACKS SHALL BE CONNECTED AHEAD OF THE ROOM LIGHT SWITCHING. 13. COORDINATE THE LOCATION OF CAN AND MAN CABLE STUB UP WITH THE OUTLET LOCATION. 14. THE ELECTRICAL CONTRACTOR SHALL WIRE THE EMERGENCY SYSTEM PER N.E.C. ARTICLE 700. 15. `DEFER TO BUILDING PLANS AND SHEET 600 FOR DESIGNATIONS AND LISTINGS OF FIRE RATED ASSEMBLIES. COORDINATE ALL DESIGN EFFORTS WITH FIRE RESISTANCE OF MATERIALS AND CONSTRUCTION. 16. FINAL DETERMINATION OF FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. 17. THE FIRE ALARM DEVICES AND LOCATIONS SHOWN ON THE DRAWINGS ARE GENERAL REQUIREMENTS; THE ACTUAL FIRE ALARM SYSTEM SHALL BE DESIGNED TO MEET ALL LOCAL CODES. 18. DRAWINGS ARE SCHEMATIC ONLY. THE OWNER IS RESPONSIBLE FOR PROCURING PROFESSIONAL DESIGN SERVICES TO ENSURE THAT ALL REQUIRED CODES AND LOCAL REQUIREMENTS ARE MET. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, STATE, FEDERAL, COUNTY AND LOCAL SUPPLEMENTS OR ADDITIONS. IN INSTANCES WHERE THE DRAWINGS AND THE NATIONAL ELECTRICAL CODE ARE IN CONFLICT, THE WORK SHALL BE INSTALLED AS PER REQUIREMENTS OF THE NATIONAL CODE. ELECTRICAL EQUIPM REFER TO SPECIFICATIONS SECTION 16510 FOR LIGHTING FIXTURE SCHEDULE 0 0 W z 0 �� � � 0 U W N W r+� Z �., Q > Q r W z • �_ 0 z �o N M / �� � $PRINGHILL SUITES �arr�ott, RACEWAY AND WIRING, CONCEALED IN WALL OR ABOVE CEILING ww U EXCEPT IN UNFINISHED AREA. JQ JUNCTION, PULL OR TAP BOX, CEILING OR WALL MOUNTED ® CIRCUIT BREAKER PANELBOARD SURFACE MOUNTED, 600 V. MAX w o �� NON -FUSED DISCONNECT SWITCH, SIZE AND NUMBER OF POLES O = AS NOTED. SM MOTOR SWITCH, MANUAL. ~mw MOTOR CONNECTION A� WALL MOUNTED LIGHTING FIXTURE, SEE NOTE 4. A RECESSED LIGHTING FIXTURE, CEILING MOUNTED � }U E-az SEE NOTE 4. A FLUORESCENT LIGHTING FIXTURE, WALL MOUNTED SEE NOTE 4. a � A FLUORESCENT LIGHTING FIXTURE, CEILING MOUNTED m SEE NOTE 4. 8 EXIT SIGN L� EMERGENCY LIGHTING FIXTURE WITH BATTERY PACK �K KEYED SWITCH � LOCAL LIGHTING SWITCH, +48" AFF - SUBSCRIPT DENOTES ITEM CONTROLLED �3 LOCAL LIGHTING SWITCH, 3 -WAY. +48" AFF �p DIMMER SWITCH WITH UNITIZED COVER TIMER SWITCH D DATA ► TELEPHONE OUTLET, FLUSH WALL MOUNTED. +18" AFF, UNLESS OTHERWISE NOTED. H P � HOUSE TELEPHONE OUTLET, FLUSH WALL MOUNTED. +48" AFF, UNLESS OTHERWISE NOTED. P N OUTLET, FLUSH WALL MOUNTED. +18" AFF, UNLESS OTHERWISE NOTED. GFI � GROUND FAULT INTERRUPTER, DUPLEX RECEPTACLE, 20A, 125V, 3W., NEMA 5 -20R. DUPLEX RECEPTACLE, 20A 125V.,3W., WALL MOUNTED NEMA 5 -20R. DOUBLE DUPLEX RECEPTACLE, 20A. 125V. 3W., WALL MOUNTED NEMA 5 -20R. SPECIAL SINGLE RECEPTACLE IG � ISOLATED GROUND DUPLEX RECEPTACLE, 20A,125V, 3W, WALL MOUNTED, ORANGE IN COLOR. ❑F FIRE ALARM SYSTEM PULL STATION, FLUSH MOUNTED. +48" AFF OF 4 FIRE ALARM SYSTEM HORN AND STROBE LIGHT +7' -6" AFF � FIRE ALARM STROBE LIGHT - +80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. TS TAMPER SWITCH GUEST ROOM STROBE LIGHT ON WALL IN ALL ACCESSBLE © GUEST ROOMS. TOP OF STROBE AT LEAST 6' -8" AFF BUT NO MORE THAN 8' -0" AFF WHILE MAINTAINING AT LEAST 6" BELOW CEILING. GUEST ROOM SMOKE DETECTOR WITH SOUNDER BASE AT LEAST 4" OB BELOW CEILING BUT NO GREATER THAN 12" IN ALL GUEST ROOMS. OS FIRE ALARM SYSTEM SMOKE DETECTOR FS FIRE ALARM SYSTEM SPRINKLER FLOW SWITCH. O FLUSH FLOOR RECEPTACLE 20A, 125V, 3W - PROVIDE COVER FOR FLOOR TYPE. Q RECEPTACLE - 250V - 2 POLE FOR PTAC UNITS IN GUEST ROOMS. O HEAT DETECTOR 2DA(Q-{ SPECIAL OUTLET 1 �- 208V -20A 30A� SPECIAL OUTLET 1 �- 208V -30A MAGNETIC HOLD -OPEN DEVICE ACTIVATED BY FIRE ALARM SYSTEM. ©-I CLOCK OUTLET ® CEILING MOUNTED SOUND SYSTEM SPEAKER A HORN STROBE FOR DOOR SIGNAL FOR HEARING IMPAIRED q &ACCESSIBLE UNITS TD 2 -GANG BOX WITH TRANSFORMER FOR DOOR SIGNAL OPB PUSH BUTTON FOR DOOR SIGNAL CR CARD READER INT INTERCOM O�J PARKING LOT LIGHT STANDARD � DECORATIVE EXTERIOR LIGHT STANDARD CO CARBON MONOXIDE DETE�;TOR TO THERMOSTAT �D DISPOSAL ELECTRICAL CRITERIA 1. ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS, UNLESS OTHERWISE NOTED. 2. THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. REFER TO ARCHITECTURAL DRAWINGS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEILING PLANS, DOOR SWINGS, FIRE - RELATED PARTITIONS, AND CABINET, CASEWORK AND BUILT -IN DETAILS. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET THE NATIONAL ELECTRIC CODE AND AS REQUIRED BY THE EQUIPMENT MANUFACTURER. 5. ELECTRICAL CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES ARE TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED OTHERWISE. 6. ELECTRICAL CONTRACTOR TO PROVIDE BRANCH CIRCUIT WIRING AS REQUIRED FOR ALL EQUIPMENT FURNISHED BY OTHERS. 7. ALL MOTOR STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FURNISHING THE EQUIPMENT AND INSTALLED, WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. 8. ALL RECEPTACLES, HORNS, VISUAL INDICATORS, EMERGENCY LIGHTS, PULL STATIONS AND EXIT LIGHTS MOUNTED ON THE EXTERIOR OF THE BUILDING AND AT INDOOR POOL SHALL BE OF THE WEATHERPROOF TYPE. 9. FOR ALL GUEST ROOM SMOKE DETECTORS AND MINI - HORNS, CONTRACTOR SHALL INSTALL TWO ADJACENT SINGLE GANG BOXES, SMOKE DETECTORS SHALL BE CONNECTED TO POWER CIRCUIT, AND HORNS SHALL BE CONNECTED TO FIRE ALARM SYSTEM. ALL BATHROOM AND KITCHEN RECEPTACLES SHALL BE G.F.I. (TYP.). 10. FOR GUEST ROOM BATH WALL SWITCH, SEE UNIT PLAN SHEETS. 11. AUDIO /VISUAL INDICATOR FOR HEARING - IMPAIRED GUEST ROOMS SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE, AT APPROXIMATELY 6" BELOW CEILING. 12. ALL EMERGENCY BATTERY PACKS SHALL BE CONNECTED AHEAD OF THE ROOM LIGHT SWITCHING. 13. COORDINATE THE LOCATION OF CAN AND MAN CABLE STUB UP WITH THE OUTLET LOCATION. 14. THE ELECTRICAL CONTRACTOR SHALL WIRE THE EMERGENCY SYSTEM PER N.E.C. ARTICLE 700. 15. `DEFER TO BUILDING PLANS AND SHEET 600 FOR DESIGNATIONS AND LISTINGS OF FIRE RATED ASSEMBLIES. COORDINATE ALL DESIGN EFFORTS WITH FIRE RESISTANCE OF MATERIALS AND CONSTRUCTION. 16. FINAL DETERMINATION OF FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. 17. THE FIRE ALARM DEVICES AND LOCATIONS SHOWN ON THE DRAWINGS ARE GENERAL REQUIREMENTS; THE ACTUAL FIRE ALARM SYSTEM SHALL BE DESIGNED TO MEET ALL LOCAL CODES. 18. DRAWINGS ARE SCHEMATIC ONLY. THE OWNER IS RESPONSIBLE FOR PROCURING PROFESSIONAL DESIGN SERVICES TO ENSURE THAT ALL REQUIRED CODES AND LOCAL REQUIREMENTS ARE MET. ALL ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, STATE, FEDERAL, COUNTY AND LOCAL SUPPLEMENTS OR ADDITIONS. IN INSTANCES WHERE THE DRAWINGS AND THE NATIONAL ELECTRICAL CODE ARE IN CONFLICT, THE WORK SHALL BE INSTALLED AS PER REQUIREMENTS OF THE NATIONAL CODE. ELECTRICAL EQUIPM REFER TO SPECIFICATIONS SECTION 16510 FOR LIGHTING FIXTURE SCHEDULE 0 0 W z 0 �� � � 0 U W N W r+� Z �., Q > Q r W z • �_ 0 z �o N M / �� � $PRINGHILL SUITES �arr�ott, RCHIT£ �, ��� $. Q ww U LL �� W w o �� O = °� O�� � Q ~mw � O � � WOz �zo � J � }U E-az z °o � O Zo� �� Q �Q� Q�� V�Q m (U � J O � `= V � X o o�w J w� oc W =� �� � H�� Z ap Z ~ao �M= z C� � �_� a�� , Q �z � Q �'`�� Q ��� z � � x �n. � � � z�~ O V �Q Z �Wz � Q Z w ►- >, � =O ��� '� J U � Wzw H?� W c� I _! ��O RCHIT£ �, ��� $. Q LL � 0 0 W N 0 N �/ LL � •L _ � O V N � �--+ � z °o �� U � V�Q W (U � J O � `= V � Z � t� W >- cn W � o �� U�c�l� t6 Z ap � �M= z Q � , Q �z z N �'`�� Q � J ��� z = iii Q � V �Q Z � � Q Z w ►- W � ��� J U � � H?� W c� oo z � _! © Nam _..1 O � O p tiwm ��Q � z �*�z oo�� � w �n � O � J � W � W o � � '���� f: � a �:�x Gib ST, � 5 �.. - •,.y 0 O 4 �� rl H � � (510032 -0142 � s,� ®� �,�,� ' — IA S 14 0 JUNE ta t 200 2 d 'ALEN 90 THIRD SOUTH Rexburg Canal 95 FOURTH Moscow SOUTH r g FIFTH SOUTH ..�`f r � •mxmu-axrcaiaau, 0 .wu'L1s,k.✓� „mSk r > '+ Lt.k!12c._...,_. ...x .. ,,. re' =rc`r {... , .. xs s... _ } _.a. ,, �,p._.,.....- r "tr: �Urk vdt —. •, u. ".: j { SEVENTH SOUTH $': .. ate k I= i K I � MADISON d�� . k " w,~ SALMO � MID _ , 95 :: x ,4 ,r SCHOOL ``�: ° :# ' =.t , irr., *: .-�x}. .::. .: =:.. rz, . .? F ..... �:.t, .,, ,. •�.�. -�`' � � RX i v o h O P 65 20 75 UNIVERSITY SOULEVAR 93 EXBUR BOISE SUN VALL Y 20 HO 30 26 LLS 20 CAREY 84 93 P OC LL 86 30 TWI FALLS 84 - PROJECT LOCZJTION PROJECT LOCATION LOCAT �IAP FA N0. 07 -08 -00 7 VICINITY MAP NA l Nc 500 yjt O HUSK) G� SHEET N DEX COVER SHEET 1 C -01 EXISTING CONDITIONS 2 C -02 OVERALL MASTER PLAN 3 C -03 OVERALL SITE PLAN - PHASE I 4 C -04 HORIZONTAL CONTROL AND DIMENSION PLAN 5 C -05 GRADING AND DRAINAGE PLAN 6 C -06 UTILITY SITE PLAN 7 C -07 UTILITY PROFILE - YELLOWSTONE HIGHWAY 8 C -08 UTILITY PROFILE - YELLOWSTONE HIGHWAY / } 10 C -09 SEWER PROFILE 11 C -10 STORM CHAMBER DETAILS 12 C -11 DETAIL SHEET / EXISTING ROW o � EXISTING TRAFFIC SIGN \ �! RELOCATE TO 3' BEHIND Q P BACK OF PROPOSED CURB --- - C) O EXISTING w Q � OVER H D PO /0 m EXISTING POWER POLE COORDINATE RELOCATON �O W/ ROCKY MTN POWER O v EXISTING TRAFFIC SIGN RELOCATE TO 3' BEHIND BACK OF PROPOSED CURB `0 J O EXISTING POWER BOX COORDINATE RELOCTAION W /ROCKY MTN. POWER EXISTING TELEPHONE BOX gym: 1 COORDINATE RELOCTAION W /PHONE COMPANY °' ! EXISTING SANITARY SEWER MANHOLE EXISTING 3 / SANITARY SEWER XISTING TRAFFIC SIGN ` m, RELOCATE TO 3' BEHIND / BACK OF PROPOSED CURB REBAR WITH PLASTIC CAP NORHTING 778286.53 EASTING 750295.74 f 3 EXISTING POWER POLE COORDINATE RELOCATON ` ROCKY MTN. POWER 3 REBAR WITH PLASTIC CAP NORHTING 778174.43 EASTING 750379.88 EXISTING SANITARY SEWER LIFT STATION C1 /4 SEC 36 T -6 -N, R -39 -E CP &F #268777 NORTHING 779482.79 EASTING 751053.76 IRRIGATION CANAL CIVIL LEGEN D I 4, EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR LOT BOUNDARY -- - - - - -- EASEMENT - - - RIGHT -OF -WAY - - - - - -- PHASE LINES - - EXISTING WATER - EXISTING SEWER EXISTING GAS - EXISTING STORMDRAIN MN MANHOLE -�- POWER POLE PROPOSED ASPHALT SD -XXX IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) STANDARD DETAILS ITEM TO BE DEMOLISHED LANDSCAPE AREA HATCH SIDEWALK HATCH PIPING SYMBOL PROCESS PROCESS � PIPE G = GAS MATERIAL SD = STORMDRAIN W = WATER F -6" -PVC S = SEWER MATERIAL SIZE PVC = GENERAL NOTES ST = STEELHLORIDE 1. THE CONTRACTOR SHALL RETAIN AND PROTECT OR REMOVE AND REPLACE ALL LANDSCAPING, TREES, UTILITIES, DITCHES, CULVERTS, FENCES, MAILBOXES, SIGNS, LIGHT POLES, HEAD GATES, EXISTING ASPHALT PAVING, AND ALL OTHER MISCELLANEOUS ITEMS NOT LOCATED IN A PUBLIC RIGHT OF WAY. ANY DAMAGE DONE BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRAACTOR'S EXPENSE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 3. THIS PLAN SET REFERENCES THE IDAHO DIVISION OF PUBLIC WORKS PUBLICATION IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). FOR STANDARD DETAILS THE CONTRACTOR IS REQUIRED TO KEEP THE CURRENT ISPWC ON SITE AT ALL TIMES DURING CONSTRUCTION. 4. WHERE WORK IS PERFORMED ON EASEMENTS, THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO ELIMINATE ANY ADVERSE EFFECTS ON THE ADJACENT PROPERTY. ALL TOPSOIL SHALL BE SALVAGED AND REPLACED. 5. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ARRANGEMENTS FOR WATER REQUIRED FOR COMPACTION, ANY DUST PREVENTION MEASURES, AND FOR TESTING OF LINES. 6. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNING WHERE REQUIRED IN ACCORDANCE WITH THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SOURCES FOR GRANULAR MATERIAL, WATER FOR CONSTRUCTION, PRE APPROVED WASTE SITES(S), AND ADDITIONAL MATERIALS THAT MAY BE NECESSARY FOR PROPERLY CONSTRUCTION THE PROJECT. 8. CONSTRUCTION SHALL CONFORM WITH THE LATEST EDITION OF THE UNIFORM BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THESE DRAWINGS AND /OR SPECIFICATIONS ARE MORE RESTRICTIVE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMING WITH OSHA REQUIREMENTS DURING CONSTRUCTION FOR TRENCH EXCAVATION, CONFINED SPACE AND OTHER SAFETY STANDARDS REQUIRED DURING CONSTRUCTION. 10. THE CONTRACTOR IS ADVISED TO CONSULT THE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL CONDITIONS. ROCK MAY BE ENCOUNTERED DURING EXCAVATION. 11. SCALE IS FOR FULL SIZE DRAWINGS, TYPICAL ALL SHEETS. .ABBREVIATIONS BW BACK OF WALK TA TOP OF ASPHALT TB TOP OF BERM TBC TOP BACK OF CURB TW TOP OF WALK co N Zw, -1 �E C) O U) QN N O �° W m oQ(1) a 00 �= ar; Z O 0 E U U � O W N 3 O V) (n t N Z z 2 O Q a•a 0 6 z O C O O m °` ' LL. 0 ° L° o Qa '6 ° D o -0 V1 U ° oN 0 ° � ac• � ° o 0 ¢ � U � O z L O U T 0 I" It M 00 d A� 0 C4 a o qo W � M Gd 0 N qo zN CV 0 � a M z 00 C4 WM4 °x Ma ER ��ti z 0 o Y f � O U) , RL E-4 O 0 S ATTENTION 0 LINE IS 2 INCH z AT FULL. SIZE w (IF NOT 2 "- SCALE ACCORDINGLY) d _ O O 1 vi 00 O O I � O W N 2 Q Q m 0 z 0 0 w o cr 0 0 (L 0 ¢ RL E-4 O 0 S ATTENTION 0 LINE IS 2 INCH z AT FULL. SIZE w (IF NOT 2 "- SCALE ACCORDINGLY) d STORM DRAIN FIELD, TYP DESIGN CRITERIA PARKING REQUIREMENT BUILDING FOOT PRINT REQUIRED PARKING NUMBER OF STALLS PROPOSED 1 16,217 98 98 2 5,322 52 52 3 14,281 85 85 4 4,302 13 22 PARKING REQUIREMENT PROPOSED USE REQUIREMENT 1 HOTEL ONE STALL PER UNIT 2 RESTURANT ONE PER FOUR SEATS 3 HOTEL ONE STALL PER UNIT 4 OFFICE BULIDING THREE PER 1,000 SF a �,s O n ,N U O O W m LQ� Z O (D 6 F 0-1 c U c : � D 0 00� L U O 2 a) Q o a a O a _ O c o ° � T C O O c O O n O a O c: LJ � N n N O U) ENN� o O O O U O s O ° Z U O 0 d cr) 00 O A� 0 N � O cl O N 0 ZN N in x `O M Oo Z N W=4 in x co a Q ti o cn p 4,, /�� r \ () ---- j �' o D _ o Ui 0 0 o �� 2< m O Z Z W '�6fa o o a a tpi O N w 0 0 cq ATTENT o LINE IS 2 tN HE z AT FULi._ SIZE - -� IL (IF NOT 2 ° - SCALE ACCORDINGLY) 3 N D City of Rexburg I ZJ, N 778718.04 N 778647.82 E 750564.41 N 778684.59 E 750658.56 E 750574.23 N N 778704.29 N 778685.99 N 778633.58 E 750556.43 E 750581.16 E 750657.51 N 778696.37 N 778632.02 E 750588.05 E 750658.26 N 778655.04 N 778620.91 N 778694.95 N 778632.88 E 750789.09 E 750558.62 E 750601.65 C2 N 778627.51 E 750660.81 BUILDING CORNER N 778656.55 E 750606.03 N 778645.14 N 778623.85 E 750820.94 N 778668.43 13 E 750665.28 E 750748.17 E 750542.70 N 778645.71 N 778634.33 N 778650.02 N 778666.24 E 750673.65 E 750764.71 E 750830.99 E 750532.85 c1 C3 30' 15' 0 30' N 778650.08 N 778656.55 E 750833.27 E 750570.37 E 750699.81 SCALE = 1 " = 30' N 778642.96 _ C7 ___ _N_ 77864$.54 E 750573.38 E 750847.33 N 778629.48 E 7500787.787. 92 N 778641.27 c35 c6 E 750689.38 N 7 N 778619.62 E 750569.66 N 7786 2.5 C9 N 778633.94 C8 E 750815.98 N 778627.66 C34 E 750613.51 0 C5 E 750699. O 0 c19 E 750561.87 C33 c4 0 N 778614.04 E 750613.32 C32 N 778616.35 c20 N 778603.70 E 750676.40 BUILDING CORNER E 750607.23 C N 778623.54 4.5' N 778602.86 N 778609.15 E 750696.50 E 750612.89 C31 E 750616.60 N 778605.71 � N 778619.94 N 778587.39 c3o C29 C28 E 750672.07 E 750785.00 E 750609.18 N 778581.80 N 778584.89 E 750644.71 N 778625.96 N 778558.65 E 750602.11 E 750801.53 E 750816.35 N 778581.74 N 778619.51 N 778560.84 E 750635.71 E 750797.50 E 750602.25 N 778537.11 E 750644.98 N 778554.58 N 778537.05 N 778535.76 �- ( N 778497.69 E 750562.14 E 750635.98 E 750672.49 N 778502 01 E 750816.72 CONSTRUCTION NOTES: 1. ALL COORDINATES ARE BACK OF CURB UNLESS NOTED OTHERWISE, 2. ALL DISTANCE DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. INCASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. CURVE TABLE N 77850 E 7504 7 N 778533.89 RADIUS C26 c27 TANGENT CHORD N E 750798.19 778507.67 93'26'10" 7.00' 11.42' 7.43' 10.19' S 07'50'221" W C2 E 750609.00 ( c16 6.59' E 750659.56 N 778501.94 E 750785.71 C3 89'59'29" 5.00' 7.58' N 778511.31 E 750848.16 7.07' N 78'33'42" E C4 119'02'33" 1.00' C14 1.70' N 778504.21 S 25'36'41" E C5 49'52'02" 3.00' 2.61' 1.39' 2.53' N 69'56'01" E C6 45'00'00" I 29.06' E 750657.97 N 778493.01 28.32' S 67'30'0" W C7 66'01'24" 11.00' N 778511.23 7.15' 11.99' N 56'59'18" E C8 66'01'24" 2.50' E 750798.22 1.62' 2.72' S 56'59'18" E C9 45'00'00" 15.00' 11.78' 6.21' 11.48' S 67'09'22" W C 55 180'00'00" 2.10' 778501.09 N 778492.94 NA 4.19' N 00'20'38" W C11 E 750834.66 2.10' �- N E 778505.28 750628.51 S 00'20'38" E C12 C13 157'54'47" E 750657.99 E 750785.77 24.19' 9.27' c21 C25 89'39'22" N 778502.31 E 750848.21 7.04' 4.47' 6.34' S 45'10'19" E E 4 67'54'47" 31.00' 36.74' 20.88' N 778496.97 C15 50'07'05" 6 5' 2.10' 3.81' S 24'42'55" W C16 50'07'05" 36.50' 31.93' 17.07' 30.92' N 24'42'55" E 0 45'00'00" E 750676.01 6.21' 11.48' S 22'09'22" W C18 45'00'00" N 778502.23 11.78' 6.27' N 778496.10 C19 67'41'59" 14.39' 17.00' 9.65' 16.03' S 56'38'01 W C20 106'13'47" 4.00' 7.42' 14.2' 6.40' S 36'32'29" E E 750834.71 180'00'00" 4.50' E 750613.52 9.00' N 0'20'38" W C22 109'28'16" 2.50' 4.78' N 778496.89 4.08' N 35'36'30" W C23 70'31'44" 8.50' 10.46' 6.01' 9.81' N 54'23'30" E C24 90'00'00" I 3.93' 2.50' 3.54' S 44'39'22" W C25 E 750662.48 4.50' 14.14' NA 9.00' S 0'20'38" E C26 96'39'38" 4.05' N 778496.18 6.05' S48'58'19" E C27 95'45'48" 4.04' 6.75' 4.47 5.99' N 47'45'30" E C28 89'59'60" 4.00' 6.28' 4.00 5.66' E 750626.79 89'59'60" 4.00' 6.28' 4.00 5.66' S 44'39'22" W C30 30'29'01" 30.50' 16.23' 8.31 16.04' S 15'14'31 W C31 30'29'01" N 778495.68 10.10 19.50' 6 5' 86'34'26" 8.50' 12.84' 8.01 11.66' N 12'48'12" W C33 183'00'00" 4.17' 13.36' - 139.50 E 750645.02 ( 109'53'18" 2.50' 4.79' 3.56' 4.09' N 65'32'22" E C35 67'02'07" 7.00' 8.19' 4.64' 7.73' 18.0' N 778436.72 I 14.2 N 778375.03 9.0' E 750817.10 N 77 388.12 E 750801.47 E 7 0372.65 N 778432.83 E 750645.40 N 778374.94 I E 750786.47 4.5 BUILDING CORNER N 778374.49 N 778369.73 E 750698.00 E 750645.77 N 778369.10 I C24 E 750614.28 C22 N 778375.32 c1 o C11 E 750848.97 N 778364.87 BUILDING CORNER 0 N 778375.22 E 750608.87 N 778374.80 25.9' E 750749.66 E 750833.47 N 778366.00 N 778372.71 N 778369.19 E 750795.87 E 750830.99 E 750630.18 N 77 273.09 N 778375.75 E 7 0305.83 N 778365.19 E 750817.47 N 778338.55 E 750661.40 N 778369.47 CORNER OF SIDEWALK N 778372.53 E 750609.02 N 778365.00 E 750676.78 N 778365.44 E 750803.99 E 750630.21 E 750786.53 N 778339.88 -� CORNER OF SIDEWALK E 750831.19 N 778364.78 E 750676.80 N 778369.38 E 750661.37 CONSTRUCTION NOTES: 1. ALL COORDINATES ARE BACK OF CURB UNLESS NOTED OTHERWISE, 2. ALL DISTANCE DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. INCASE OF CONFLICT THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY SO THAT CLARIFICATION MAY BE MADE PRIOR TO THE START OF WORK. CURVE TABLE DELTA RADIUS ARC LENGTH TANGENT CHORD CHORD BEARING C1 93'26'10" 7.00' 11.42' 7.43' 10.19' S 07'50'221" W C2 86'34'01" 7.00' 10.58' 6.59' 9.60' S 13'09'53" E C3 89'59'29" 5.00' 7.58' 5.00' 7.07' N 78'33'42" E C4 119'02'33" 1.00' 2.08' 1.70' 1.72' S 25'36'41" E C5 49'52'02" 3.00' 2.61' 1.39' 2.53' N 69'56'01" E C6 45'00'00" 37.00' 29.06' 15.33' 28.32' S 67'30'0" W C7 66'01'24" 11.00' 12.68' 7.15' 11.99' N 56'59'18" E C8 66'01'24" 2.50' 2.88' 1.62' 2.72' S 56'59'18" E C9 45'00'00" 15.00' 11.78' 6.21' 11.48' S 67'09'22" W C10 180'00'00" 2.10' 6.58' NA 4.19' N 00'20'38" W C11 180'00'00" 2.10' 6.58' NA 4.19' S 00'20'38" E C12 157'54'47" 4.72' 13.01' 24.19' 9.27' N 10'41'59" E 0 89'39'22" 4.50' 7.04' 4.47' 6.34' S 45'10'19" E E 4 67'54'47" 31.00' 36.74' 20.88' 34.63' S 34'18'01" E C15 50'07'05" 4.50' 3.94' 2.10' 3.81' S 24'42'55" W C16 50'07'05" 36.50' 31.93' 17.07' 30.92' N 24'42'55" E 0 45'00'00" 15.00' 11.78' 6.21' 11.48' S 22'09'22" W C18 45'00'00" 15.00' 11.78' 6.27' 11.48' S 67'09'22 W C19 67'41'59" 14.39' 17.00' 9.65' 16.03' S 56'38'01 W C20 106'13'47" 4.00' 7.42' 5.33' 6.40' S 36'32'29" E C21 180'00'00" 4.50' 14.14' NA 9.00' N 0'20'38" W C22 109'28'16" 2.50' 4.78' 3.54' 4.08' N 35'36'30" W C23 70'31'44" 8.50' 10.46' 6.01' 9.81' N 54'23'30" E C24 90'00'00" 2.50' 3.93' 2.50' 3.54' S 44'39'22" W C25 180'00'00" 4.50' 14.14' NA 9.00' S 0'20'38" E C26 96'39'38" 4.05' 6.83' 4.55 6.05' S48'58'19" E C27 95'45'48" 4.04' 6.75' 4.47 5.99' N 47'45'30" E C28 89'59'60" 4.00' 6.28' 4.00 5.66' N 45'20'38" W C29 89'59'60" 4.00' 6.28' 4.00 5.66' S 44'39'22" W C30 30'29'01" 30.50' 16.23' 8.31 16.04' S 15'14'31 W C31 30'29'01" 27.09' 19.73' 10.10 19.50' S 15'14'31 W C32 86'34'26" 8.50' 12.84' 8.01 11.66' N 12'48'12" W C33 183'00'00" 4.17' 13.36' - 139.50 8.34' S 32'11'48" W C34 109'53'18" 2.50' 4.79' 3.56' 4.09' N 65'32'22" E C35 67'02'07" 7.00' 8.19' 4.64' 7.73' N 22'55'26" W 4� �� 0 0 co Q) o N �N w >- Q Q � m Z o �3 O ° o O 000!� ° -c: c) � U 3 0 N cn � Z z � o ° m O �a o a Q a _ o � U N ir a� 0 C o N o (� o ao w a Ll a ac•� � 6 0 O z O V Z U C a 0 d M 00 • OO d Ao o N �o M 0 0 N Lie) zN N x o ci M Oo z O Lo M a WR 0 44J OQ r 4� Q t COD Ucf) o yO�d BR Lfn NO � m v O m O I L;j Lu O O O N cn En Li LLJ O a a m O z w z � O Q O ER toi O tTq A Gb ATTENTION z V LI NE IS 2 INCHES z AT FULL SIZE U, (IF NOT 2 " -- ;C ALF ACCORDINGLY) Y) � s 8 A� ss 3 �7 v 0 W T�q R 00(, � C' Rd's o �rn c (9 8� N N -A 7 �9 a TA 4 11 0 2 � Q o Q � C D z o cn L� 4,, l� W> n .yQ�d -P ICO � O O oo cn cn w (0 z 00 T Q Teq A � s 8 A� ss 3 �7 v 0 W T�q R 00(, � C' Rd's o �rn c (9 8� N N -A 7 �9 a TA 4 11 0 2 0 I D J41' / ! B 4i i O -. n1.5% N 2 1\ T� 9 c 3. 5 I 7 wo � Oech ° c� v � Q o Q � C D z o cn L� 4,, T <v' S� .yQ�d BR � O O Q O m (0 z 1 u.j O 03 O O O N u) Ln tn Q m 0 z Z z d n to O d 000000 z Q t 00 d _ O W CO N c:l 11 0 I D J41' / ! B 4i i O -. n1.5% N 2 1\ T� 9 c 3. 5 I 7 wo � Oech ° c� v � Q o Q � C D z o cn L� 4,, s� <v' S� .yQ�d BR � O O � O m 1 u.j O 03 O O O N Q Q m 0 z z 0 U d D Q O O O N �Q tn ATTENTION o [ � `n SI IS 2 INCHE _ � `r AT FULL SIZE w (IF NOT 2 "- SCALE ACCORDINGLY) co d 3 111 2 �S S. 3 LPG 8s2 's Bvy 485 2.8 ,S 3 / ( 6 rBC - A 4852.17 T9 9 67 2LO Ass�sss 6 s 6 TA 4852.25 3. TBC 4852.75 1 TA 4852.55 / FF= 4852.90 I j TW 4852.55 I� G! ,z 5 CONSTRUCTION NOTES: C> a 0 0 a) o N 0 INSTALL CURB AND GUTTER PER DETAIL 3 Q m Q C -08 Z 0) O �LS� 0 2 INSTALL 6" CURB (WITHOUT GUTTER) v s PER ISPWC SD -701 D ° ° N T- p s $ O O3 INSTALL CURB AND GUTTER PER ISPWC SD -701 Z z o p O p a a O INSTALL PEDESTRIAN RAMP TYPE G1 v a 0 p U PER ISPWC o o 0 SD -712 � o Qo 05 INSTALL PAVEMENT PER DETAIL 2 o N c C -08 w c: 30' 15' 0 30' in o n c I O INSTALL MONOLITHIC CURB AND SIDEWALK. PER p f lf DETAIL AND PER ISPWC 0 SCALE = 1" = 30' C -08 N 0 p o z ��� F- U _ p O INSTALL VALLEY GUTTER PER ISPWC SD -708 WITH THE EXCEPTION THAT WIDTH SHOUL BE r 2' WIDE INSTEAD OF 4' WIDE 7 O INSTALL 5' SIDEWALK. o 8 X852 7 ( Q 1 It\ICTA 1 I rl IDD (`I IT DCD ICD \Alf C( f1 -71�L • O 10 INSTALL 5' STAMPED AND COLORED CONCRETE 2 WALKWAY W/ PAVEMENT SECTION AS FOLLOWS. q —6" CONCRETE —8" CRUSHED ROAD BASE O N R; ° pqqq k6 X M N W fs" qo Z (V C4 0 � x� cl M O 00 / z N Ma YC r�s, KJ 4� A / 2 , 6 2.0 0 6 3.3� �v O T 5 RAM 4 QB 7 > 2. 0 �<0 0 D o Q N o o 7�s Ak 9 48 � (P T 7 7 2 SEE C -07 C -08 FOR WATER INE AND SEW LINE PLAN Ag PROFILE 26 STUB 12" SS LINE PAST PROPERTY / LINE SD IN ET BOX TB 4853.75 4850.58 SUMP ELEV 4 &9.58 (MIN) ,E ROTATE SS MH CONE TO THE WEST, INSTALL WATER TIGHT LID CONNECT NEW 12" SS TO EXISTING MANHOLE EXISTING IE: 4835.50 EXISTING RIM: 4851.70 IE IN: TIE INTO EXISTIN STUB 4835.60 s S INLET BOX 18 BC 4853.75 IE 4850.58 SUMP ELE 4849.58 (MIN) STUB WATER LI E - 5' PAST PROP RTY LINE \ 148*' / N E C/O RIS R & / SEDIMEN BASIN _ N 778636.29 N 778602.18 E 750755.45 E 750789.81 10" SD LATERAL C/O RISER & SEDIMENT BASIN SD CHAMBERS 4 WIDE 12 LONG FLOOR ELEV= 4846.50 C/O RISER & SEDIMENT BASIN SD INLET BOX 18 RIM 4850.87 IE 4848.49 SUMP ELEV 4847.49 (MIN) N 778362.39 E 750791.27 E 750724.03 SEE C -09 FOR SEWER PROFILE CONSTRUCTION NOTES: CD 1. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, N a o PIPELINES, ETC, ARE TO CENTERLINE UNLESS w > Q OTHERWISE NOTED. ¢ m = Z °0 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR c PIPE INVERT UNLESS OTHERWISE NOTED. o 0 0 3. GENERAL LOCATION OF UTILITIES ARE SHOWN ON THE Z z 3 ° PLANS. THEY ARE TO BE USED FOR GENERAL o Qa¢ INFORMATION ONLY AND DO NOT DESIGNATE EXACT ° UTILITY LOCATION. UTILITIES SHOWN ARE NOT x = o 0 13, INCLUSIVE OF ALL UTILITIES THAT EXIST. IT IS THE U- ° RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE o Q o AP UTILITY COMPANIES WHEN w o CONSTRUCTION MIGHT INTERFERE WITH NORMAL (n OPERATION OF ANY UTILITIES. IT SHALL ALSO BE - o o.o THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE o d a APPROPRIATE UTILITY COMPANY FIELD - LOCATE ANY Z ° ° UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION. It M 4. ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN °O ON THE PLANS UNLESS RELOCATED IN THE FIELD BY 0 xx THE ENGINEER TO AVOID UNFORESEEN UTILITY d INTERFERENCE. A o N 5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL Ix SEPARATION DISTANCE BETWEEN ALL EXISTING WATER m M LINES AND NEW SEWER LINES EXCEPT WHERE WATER y� AND SEWER LINES CROSS AT APPROXIMATELY RIGHT N ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND W EXISTING UTILITIES AND STRUCTURES(EXCEPT WATER Z rn LINES) SHALL BE TWO FEET HORIZONTALLY. N 7. MINIMUM DEPTH OF COVER FOR WATER AND SEWER co LINES UNLESS OTHERWISE SHOWN ON THE PLANS Z 0 cq SHALL BE FIVE (5) FEET. 0 x 8. PIPE MATERIAL FOR THIS PROJECT SHALL BE: co a GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE 8" THROUGH 10" WATER LINE- C -900 CLASS 150 PVC PIPE OR HDPE PIPE � °� 9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER z F 0 ti o Ln DEWATERING TO CONSTRUCT THIS PROJECT. o �� 10. PROVIDE TRENCHING FOR ALL LINES PER ISPWC SD -301 y ° bd BR 11. PROVIDE FOR WATER AND SEWER SEPARATION WHERE °- LINES CROSS PER 00 m SD -407 12. INSTALL THRUST BLOCKS AT ALL BENDS IN 0 0 co PRESSURE LINES PER ° SD -403 0 OR USE MECHANICAL RESTRAINTS PER d m MANUFACTURER'S RECOMMENDATIONS. z o 0 w 13 CONNECT TO EXISTING SEWER MANHOLE. o im a v CONTRACTOR TO VERIFY INVERT ELEVATION OF o o a o EXISTING SEWER LINE. IF ELEVATION IS ABOVE LABELED INVERT CONTRACTOR TO NOTIFY ENGINEER. S INSTALL CATCH BASIN PER ISPWC ( -601 D WITH GRATE SD -610 D 15 INSTALL SEWER SERVICE LATERAL PER I SPWC 16 INSTALL CLEAN OUT PER ISPWC 17 CONNECT TO EXISTING WATER SERVICE LINE STUB PER CITY OF REXBURG STANDARDS. 18 INSTALL 24 "X24" INLET /JUNCTION BOX (AMCOR OR O O N EQUIVALENT). INSTALL ALSO A TRITAN CATCH BASIN INSERT FILTER TR24SR. 19 FURNISH AND INSTALL MANHOLE PER ISPWC SD -501 20 INSTALL 4" WATER SERVICE AND METER PER CITY OF REXBURG STANDARDS, 21 INSTALL HYDRANT PER ISPWC SD -404 22 INSTALL CLEANOUT PER ISPWC SD -506A 23 INSTALL 4" WATER SERVICE LATERAL PER ISPWC SECTION 404. 24 CAP AND MARK END OF WATER SERVICE LATERAL PER ISPWC SD -512 O 25 CAP AND MARK END OF SEWER SERVICE LATERAL PER ISPWC SD -512 26 CAP AND MARK END OF SS MAIN SIMILAR TO ISPWC SD -512 ATTENTION ° 0 LINE is _ _' Z V w � AT EuEi_ sizE ----d _ (IF NOT 2 "- SCALE ACCORDINGLY) � d N SD CHAMBERS 4 WIDE 5 LONG FLOOR ELEV 4846.68 SD INLET BOX 1 g SD INLET BOX O 30' 15' 18 0 30' TBC 4851.56 TBC 4852.16 IE 4848.48 IE 4848.43 SCALE = V SUMP 1" = 30' SUMP ELEV 4847.48 (MIN) ELEV 4847.43 (MIN) _ N 778636.29 N 778602.18 E 750755.45 E 750789.81 10" SD LATERAL C/O RISER & SEDIMENT BASIN SD CHAMBERS 4 WIDE 12 LONG FLOOR ELEV= 4846.50 C/O RISER & SEDIMENT BASIN SD INLET BOX 18 RIM 4850.87 IE 4848.49 SUMP ELEV 4847.49 (MIN) N 778362.39 E 750791.27 E 750724.03 SEE C -09 FOR SEWER PROFILE CONSTRUCTION NOTES: CD 1. DIMENSIONS TO, OR COORDINATES FOR, MANHOLES, N a o PIPELINES, ETC, ARE TO CENTERLINE UNLESS w > Q OTHERWISE NOTED. ¢ m = Z °0 2. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR c PIPE INVERT UNLESS OTHERWISE NOTED. o 0 0 3. GENERAL LOCATION OF UTILITIES ARE SHOWN ON THE Z z 3 ° PLANS. THEY ARE TO BE USED FOR GENERAL o Qa¢ INFORMATION ONLY AND DO NOT DESIGNATE EXACT ° UTILITY LOCATION. UTILITIES SHOWN ARE NOT x = o 0 13, INCLUSIVE OF ALL UTILITIES THAT EXIST. IT IS THE U- ° RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE o Q o AP UTILITY COMPANIES WHEN w o CONSTRUCTION MIGHT INTERFERE WITH NORMAL (n OPERATION OF ANY UTILITIES. IT SHALL ALSO BE - o o.o THE CONTRACTOR'S RESPONSIBILITY TO HAVE THE o d a APPROPRIATE UTILITY COMPANY FIELD - LOCATE ANY Z ° ° UTILITY INSTALLATIONS WHICH MIGHT BE AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING WORK IN THAT AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SERVICE OF EXISTING UTILITIES AND FOR RESTORING ANY UTILITIES DAMAGED DUE TO CONSTRUCTION. It M 4. ALL UTILITY LINES ARE TO BE LOCATED AS SHOWN °O ON THE PLANS UNLESS RELOCATED IN THE FIELD BY 0 xx THE ENGINEER TO AVOID UNFORESEEN UTILITY d INTERFERENCE. A o N 5. THERE SHALL BE A 10 FOOT MINIMUM HORIZONTAL Ix SEPARATION DISTANCE BETWEEN ALL EXISTING WATER m M LINES AND NEW SEWER LINES EXCEPT WHERE WATER y� AND SEWER LINES CROSS AT APPROXIMATELY RIGHT N ANGLES, WHERE A MINIMUM OF 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. 6. MINIMUM CLEARANCE BETWEEN NEW PIPELINES AND W EXISTING UTILITIES AND STRUCTURES(EXCEPT WATER Z rn LINES) SHALL BE TWO FEET HORIZONTALLY. N 7. MINIMUM DEPTH OF COVER FOR WATER AND SEWER co LINES UNLESS OTHERWISE SHOWN ON THE PLANS Z 0 cq SHALL BE FIVE (5) FEET. 0 x 8. PIPE MATERIAL FOR THIS PROJECT SHALL BE: co a GRAVITY SEWER- ASTM D3034 SDR 35 PVC PIPE 8" THROUGH 10" WATER LINE- C -900 CLASS 150 PVC PIPE OR HDPE PIPE � °� 9. CONTRACTOR SHALL PROVIDE ANY GROUNDWATER z F 0 ti o Ln DEWATERING TO CONSTRUCT THIS PROJECT. o �� 10. PROVIDE TRENCHING FOR ALL LINES PER ISPWC SD -301 y ° bd BR 11. PROVIDE FOR WATER AND SEWER SEPARATION WHERE °- LINES CROSS PER 00 m SD -407 12. INSTALL THRUST BLOCKS AT ALL BENDS IN 0 0 co PRESSURE LINES PER ° SD -403 0 OR USE MECHANICAL RESTRAINTS PER d m MANUFACTURER'S RECOMMENDATIONS. z o 0 w 13 CONNECT TO EXISTING SEWER MANHOLE. o im a v CONTRACTOR TO VERIFY INVERT ELEVATION OF o o a o EXISTING SEWER LINE. IF ELEVATION IS ABOVE LABELED INVERT CONTRACTOR TO NOTIFY ENGINEER. S INSTALL CATCH BASIN PER ISPWC ( -601 D WITH GRATE SD -610 D 15 INSTALL SEWER SERVICE LATERAL PER I SPWC 16 INSTALL CLEAN OUT PER ISPWC 17 CONNECT TO EXISTING WATER SERVICE LINE STUB PER CITY OF REXBURG STANDARDS. 18 INSTALL 24 "X24" INLET /JUNCTION BOX (AMCOR OR O O N EQUIVALENT). INSTALL ALSO A TRITAN CATCH BASIN INSERT FILTER TR24SR. 19 FURNISH AND INSTALL MANHOLE PER ISPWC SD -501 20 INSTALL 4" WATER SERVICE AND METER PER CITY OF REXBURG STANDARDS, 21 INSTALL HYDRANT PER ISPWC SD -404 22 INSTALL CLEANOUT PER ISPWC SD -506A 23 INSTALL 4" WATER SERVICE LATERAL PER ISPWC SECTION 404. 24 CAP AND MARK END OF WATER SERVICE LATERAL PER ISPWC SD -512 O 25 CAP AND MARK END OF SEWER SERVICE LATERAL PER ISPWC SD -512 26 CAP AND MARK END OF SS MAIN SIMILAR TO ISPWC SD -512 ATTENTION ° 0 LINE is _ _' Z V w � AT EuEi_ sizE ----d _ (IF NOT 2 "- SCALE ACCORDINGLY) � d /\ \ INSTALL BLOVYOFF (\ ��� - |KJ`r�7 | | /� //v`//r.�_�_ �� GATE T� V� | V� un/� vn�v� -------------------------------------------------------------------------- -- ------------- " U " SOUTH YELLOWSTONF H�GHWAY YELLOWSTONE ���[�����^/ �| �� U1�VV HIGHWAY / `� / / v v r` / / �_r` / � VIEW �_ v , "= ?n I 4852 ^I 0 | c� | 4850 �- -----�+ � 0 4836 co ! ! | | | ' 0 0 � o i -----� | � ------ � � | � --�---- -----� | ! | | ~- | ' ~ Li ui - r` f-- -' — - `----- - - -!-- — --- - - - --- ---- r --- - -------------- - --- -- -------� - f------- - ------- --� | f ' / | INSTALL | �-[ c� k�|k] ''``'''``-`- '`' `' =''` / ! < � ! ' co nz ic 0 D It It VD ~ P ci OO .. eq o 00 u . o� � to o ' . . U | | U } U | CL ----- | ' '� - --- --- " - 4854 ' . / � A ! ' 0. � / ' U - - - - - -- l 4852 | " ' 0 | i | U , 4850 U �� U . F�-4 cl� 4846 LLJ 4844 LL :J 1 4842 Ln HORIZONTAL lot 20' VERTICAL 1"= 2' ATTMT10N 00 0 15+00 AT FULL SIZE w (IF NOT 2"— SCALE ACCORDINGLY) T- co O M 00 • p A %o O N O co 0 O N Z N N 0� x `O In M (D 00 Z N W;M4 � `�" co w 2� s }. "K' � � O� p V Q 1 Y z I � O (� j u J [v�� U� 4854 -- W, 4854 4852 4850 4844 u = C 0 0 �o w O oQw 1 ui CKD 6 3: z O O U) o U F U D� O o�0� C) O � U VI (n rN z zz �o°�' NQ O 0 O U N O T C O O C O m O E - O LL Q) p a O _ W E L C 0 z � N (n 0 U � 0 O N O 0 U � O Z U " U - O O M 00 • p A %o O N O co 0 O N Z N N 0� x `O In M (D 00 Z N W;M4 � `�" co w 2� s }. "K' � � O� p V Q 1 Y z I � O (� j u J [v�� U� 4854 -- W, 4854 4852 4850 4844 SCALE: HORIZONTAL 1 "= 20' VERTICAL 1"= 2' 4842 ATTENTION o LINE 1S 2 INUHES z 21 + 00 AT FULL. SIZE � w (IF NOT 2 "- SCALE ACCORDINGLY) � III O T — ` Y = m O O 1 ui CKD O O o N O W m O z W z 0 � 0 d o o a o a SCALE: HORIZONTAL 1 "= 20' VERTICAL 1"= 2' 4842 ATTENTION o LINE 1S 2 INUHES z 21 + 00 AT FULL. SIZE � w (IF NOT 2 "- SCALE ACCORDINGLY) � III O T — ` Y 4852 mm-we Off-w; I I11 MIME W.W;, sm mm SANITARY SEWER SUB MAIN TO HOTEL SITE SCALE: AS NOTED 00 W l z � - � 0 UJI >. < < m Z 0 0 C tom. 0 D 0 V) co 0 Z z 0 0 O . Q) < ca ° ° 0 0 0 C C7) 0 O 0 LL- Q) O Q 0 Lu D E 0 cn cn N E 0 !E 0 D T (:)zci u 1-- 0 • • 0 It It ce) 00 0 ko O clf) 00 0 C4 Z C4 cq 0 � ko In ci 0 00 0 Z C4 0 Lr) Cr) PL4 00 F + < Ln < 00 < w -t 0 0' S 4836 O 0 0- "1 m 0 4834 SCALE: 1 Uli 0 1 Go 0 0 14+00 HORIZONTAL 1"= 20' FD N VERTICAL 1 2 0 z w z 0 a: - 0 n w 0 < a 4 4 o 0 ATTENTION 03 0 LINE IS 2 INCHES z u AT FULL SIZE uj (IF NOT 2"— SCALE ACCORDINGLY) 1 : 1 10+00 11+00 12+00 13+00 CLEAN OUT / INSPECTION WELL AT END OF ROW (S) RECEIVING INFLOW CAST IRON FRAME WITH COVER CONCRETE COLLAR -\ 10" PVC PIPE RISER SCH40 OR DL35 a NSPECTION COVER PAVEMENT 18" MIN 7 1 . 717t--jL C4("1 l 0 - T 6 3/4" - 2" CRUSHED y\ WASHED STONE i STORMCHAMBERTM , SEDIMENT CHAMBERTM 10" PVC PIPE RISER SCH40 OR DL35 ATTACHED TO TM STORMCHAMBER Amok ! \--CUT OUT GUIDE FOR 8" PVC RISER CUT OUT GUIDE FOR 10" PVC RISER CUT OUT GUIDE FOR 6" DRAIN PIPE I 2' -10" CUT OUT GUIDE FOR 4" DRAIN PIPE CUT OUT GUIDE FOR 12" PIPE INSERT DOWNFLOW END UPFLOW END r^AA itl ab START CHAMBER CONFIGURATION STA llil I� �I'lllllilil'lil'I'lilllilil /mil IIIIIIIIIII I I I I I�m� - 11 � mill Il lu� LAY -UP LENGTHS NOTE: 1. START CHAMBERS (CLOSED AT THE SIDE PORTAL END) ARE PLACED AT THE INFLOW END OF THE ROWS 2. BEGIN PLACEMENTS WITH START CHAMBERS AND END ROWS WITH END CHAMBERS. 3. PLACE FIRST RIB OF NEXT CHAMBER IN THE ROW OVER LAST RIB OF PREVIOUS CHAMBER. LIGHTWEIGHT STABILIZATION NETTING (SUPPLIED) UNDER ALL STORMCHAMBERS T " 9" SEPARATION BETWEEN ROWS 10" CLEAN -OUT RISER SEDIMENT CHAMBER ASPHALT SURFACE PAVEMENT BASE SUB -BASE --\ CHAMBER PROFILE VIEW NOTE: RECOMMENDED RETENTION STORAGE UNITS. ALTERNATIVE MAY BE USED FOLLOWING REVIEW AND APPROVAL OF ENGINEER. CONTRACTOR SHOULD CONTACT ENGINEER. FOR ADDITIONAL MANUFACTURES INSTALLATION INSTRUCTIONS. DESIGN LAYOUT IS BASED ON STORM CHAMBERS BUILT BY HYDRLOGIC SOLUTIONS. FILTER FABRIC AT STONE /SOIL INTERFACE CONNECTING CONNECTING INFLOW PIPE 0' -6 PIPE PIPE 3/4" - 2" CRUSHED FILTER FABRIC WASHED STONE 0' -6" AGAINST TRENCH WALL POINT BASE ELEVATION 5 9 5' -0 ALL EXISTING TOP SOIL SHOULD BE REMOVED SUCH THAT CHAMBERS ARE PLACED ON LIGHTWEIGHT STABILIZATION O' -9" 711 -0" EXISTING SANDY GRAVEL SOIL LAYER NETTING (SUPPLIED) 4' X 7' HEAVYWEIGHT STABILIZATION COMPACTED AND UNDER ALL STORMCHAMBERS PREPARED SUBGRADE NETTING (SUPPLIED) UNDER FLOW RECEIVING STORMCHAMBERS 18" MINIMUN FOR TRAFFICED AREAS 12" MINIMUN FOR UN- TRAFFICED AREAS NOTES: 1. DO NOT EXCAVATE TRENCH UNTIL DRY WEATHER IS FORECAST LONG ENOUGH TO ALLOW AT LEAST COVERAGE OF THE STO RM S YSTEM WITH FILTER FABRIC PRIOR TO RAINING. C HAM R BE S 2. EXCAVATE TO WIDTH A WI TH AND LENGTH SUFFICIENT TO ACCOMMODATE THE NUMBER OF STORMCHAMBERS PLUS A MUST B LEVEL UNLESS OTHERWISE N FOOT BORDER AROUND THE ENTIRE BED. THE BOTTOM OF THE BED E MINIMUM 0 E , SPECIFIED. 3. DO NOT USE HEAVY EQUIPMENT ON THE EXCAVATED TRENCH BED IN ORDER TO AVOID SOIL COMPACTION. 4. IF USE OF HEAVY EQUIPMENT ON THE EXCAVATED TRENCH BED CAN NOT BE AVOIDED, SCARIFY THE TRENCH BOTTOM AND BREAK UP SOIL CLUMPS AND TILL SMOOTH BEFORE ADDING THE STONE BASE. 5. LINE TRENCH WALLS WITH A 4 -OUNCE NON -WOVEN FILTER FABRIC SUCH AS MIRAFI 140N OR 140NC, SYNTHETIC INDUSTRIES 401, OR AMOCCO 4545 OR 4535. OVERLAP ADJACENT FILTER FABRIC BY AT LEAST 2'. DO NOT PLACE FILTER FABRIC UNDER THE STORMCHAMBERS. 6. UNLESS OTHERWISE SPECIFIED, PLACE 6" OF CRUSHED, WASHED, 1" TO 2" HARD STONE ON THE BOTTOM OF THE TRENCH. THE BASE MUST BE LEVEL AND AT A ZERO GRADE. 7. IF IT BECOMES IMPRACTICAL TO LEVEL THE STONE BASE BY HAND, USE A LOW PRESSURE, TRACKED DOZER, NOT EXCEEDING 1,100 LBS /SF, MAINTAINING AT LEAST 6" OF STONE UNDER THE TRACKS AT ALL TIMES. STORMCHAMBER INSTALLATION TALLATION NOTES: S 1, SEPARATE STORMCHAMBERS USING ONE OR TWO 2X4 STUDS FOR LEVERAGE. DO NOT USE ANY DAMAGED UNITS - CONTACT HYDROLOGIC SOLUTIONS IMMEDIATELY. 2. ROLL OUT TWO ROWS OF THE LIGHT WEIGHT STABILIZATION NETTING (PROVIDED WITH THE STORMCHAMBERS) PERPENDICULAR TO THE ROWS OF STORMCHAMBERS WHERE THE START STORMCHAMBERS WILL BE PLACED. PLACE THE EDGE OF THE SECOND ROW OF NETTING UNDER THE FIRST ROW AND UNDERLAY 1'. 3. PLACE ONE PIECE OF THE HEAVY WEIGHT STABILIZATION NETTING (PROVIDED WITH THE STORMCHAMBERS) PERPENDICULAR TO AND UNDER EACH STORMCHAMBER THAT WILL BE RECEIVING INLET STORM DRAIN PIPES. PLACE THE FRONT EDGE OF THE NETTING UNDER, BUT NOT EXTENDING BEYOND, THE CLOSED END WALL OF THE STORMCHAMBER. HAVE THE NETTING EXTEND EQUALLY BEYOND BOTH SIDES OF THE STORMCHAMBER. 4, PLACE THE START MODEL STORMCHAMBERS (COMPLETELY CLOSED AT THE SIDE PORTAL END, PARTIALLY OPEN AT THE TOP PORTAL END), SPACED A MINIMUM OF 5' 9" APART AT THE CENTER LINE OF THE END WALLS. POSITION THE CLOSED ENDS APPROXIMATELY 1' FROM THE TRENCH WALL. 5. CUT OPEN THE SIDE PORTALS FOR THE INFLOW STORM DRAIN PIPES (SIZE AND LOCATION SPECIFIED) AND LATERAL CONNECTING PIPES (8" ID SCHEDULE 40 SMOOTH WALLED PVC, UNLESS OTHERWISE SPECIFIED) WITH A RECIPROCATING SAW, ROUTER BIT ON A DRILL, OR KEYHOLE SAW ALONG THE DEFINED INDENTED CIRCLE. IF THE CUT EXTENDS MORE THAN 0.5" BEYOND THE INDENTED CIRCLE, PLACE A PIECE OF THE FILTER FABRIC OVER THE HOLE, CUT AN X JUST SHORT OF THE WIDTH OF THE OPENING, AND INSERT THE PIPE. THE CONNECTION DOES NOT NEED TO BE WATER TIGHT. 12" ID SMOOTH WALLED PIPE IS THE LARGEST DIAMETER PIPE THAT CAN BE INSERTED INTO THE SIDE PORTALS. 6. MARK THE MIDPOINTS OF 4' LENGTHS OF 8" ID SMOOTH WALL PIPE AND INSERT INTO THE ADJACENT STORMCHAMBERS WHERE SPECIFIED SO THAT THE MARKED MIDPOINT IS CENTERED BETWEEN THE TWO ADJACENT STORMCHAMBERS. IF THE LOCATIONS ARE NOT SPECIFIED, ADD 8" PIPES ACROSS ALL ROWS DIRECTLY OPPOSITE WHERE THE INFLOW STORM DRAIN PIPE(S) IS INSERTED. THIS WILL TYPICALLY CONNECT AT LEAST ALL THE START MODEL STORMCHAMBERS OF EACH ROW. ADDITIONAL CONNECTIONS ACROSS ALL ROWS OF STORMCHAMBERS SHOULD BE MADE SO THAT THE TOTAL DIAMETER OF PIPE CONNECTIONS BETWEEN ANY PAIR OF ROWS IS APPROXIMATELY EQUAL TO THE TOTAL DIAMETER OF ALL INFLOW STORM DRAIN PIPES. 7. ROLL OUT ADDITIONAL LIGHT WEIGHT STABILIZATION NETTING, OVER- LAYING THE PREVIOUS SHEET BY 1' AND PLACE THE FIRST RIB OF A MIDDLE MODELS (COMPLETELY OPEN AT SIDE PORTAL END, PARTIALLY OPEN AT TOP PORTAL END) OVER THE LAST RIB OF EACH OF THE START MODEL STORMCHAMBERS. 8. SCREW THE MIDDLE MODEL STORMCHAMBERS TO THE START MODELS NEAR THEIR BASE ON BOTH SIDES WITH REGULAR 2 0" OR 3" DRY WALL SCREWS. THE GAP BETWEEN THE TWO STORMCHAMBERS NEAR THEIR BASE MUST BE CLOSED ENOUGH TO PREVENT STONE FROM MIGRATING INTO THEM TO PREVENT THE POTENTIAL FOR FINISHED SURFACE SUBSIDENCE. 9. CONTINUE PLACING AND SCREWING THE REST OF THE STORMCHAMBERS, ONE AT A TIME, INSERTING ANY ADDITIONAL LATERAL - CONNECTING 8" PIPES AS SPECIFIED (OR AS INSTRUCTED ABOVE), LEAVING AT LEAST 1' BETWEEN THE END OF THE END MODEL (COMPLETELY OPEN AT THE SIDE PORTAL END, COMPLETELY CLOSED AT THE TOP PORTAL END) AND THE TRENCH WALL. 10. PLACE ONE PIECE OF THE HEAVY DUTY STABILIZATION NETTING UNDER EACH STORMCHAMBER THAT WILL BE INSTALLED WITH A 10 INCH PVC RISER FOR ACCESS BY A VACUUM TRUCK FOR CLEAN OUT. EXTEND THE NETTING ABOUT 1' BEYOND BOTH SIDES AND TOP PORTAL END WALL OF THE STORMCHAMBERS. SC:ALL: N I b - 12" /C 4' x 7' HEAVYWEIGHT STABILIZATION NETTING (SUPPLIED) ENGINEERING SPECIFICATIONS FOR STORMCHAMBER 1. EACH UNIT WILL BE 34.04" HIGH, 60" WIDE AND 102.5" LONG. LAY -UP LENGTH IS 97.1" (START AND END UNIT) AND 91.1" (MIDDLE UNIT). 2. EACH CHAMBER WILL BE FORMED FROM HIGH MOLECULAR WEIGHT /HIGH DENSITY POLYETHYLENE. 3. USE OF FILTER FABRIC BETWEEN THE SOIL AND STONE BACKFILL LAYER AND LINING THE SIDE WALLS OF THE EXCAVATED AREA IS REQUIRED TO PREVENT INTRUSION OF SOIL OR SILT INTO THE CHAMBERS AND SURROUNDING STONE. R F APPROXIMATELY 3.6" IN HEIGHT 3. EACH CHAMBER HAS 14 IBS 0 0 , 3.8" WIDE AT THE TOP AND TAPERING TO 4.4" AT THE BOTTOM. SPACING OF THE RIBS AT THE BOTTOM OF THE CHAMBER IS APPROXIMATELY 4.9" AND APPROXIMATELY 3.2" AT THE TOP. ONE SMALLER RIB SIZED DIMENSIONALLLY TO EFFECTIVELY NEST UNDER AND INTERLOCK TO CONNECT UNITS IS 2.9" HIGH, 3.3" WIDE AT THE TOP OF RIB, AND 4.1" WIDE AT THE BASE. OVERALL HEIGHT TO THE INSIDE RIB IS 30.44 ". OVERALL HEIGHT TO THE OUTSIDE RIB IS 34.04 ". INVERT HEIGHT FOR 12" PIPE IS 16.49 ". INVERT HEIGHT FOR 10" PIPE IS 17.49 ". INVERT HEIGHT FOR 8" PIPE IS 18.49 ". 4. EACH UNIT HAS THE ABILITY TO ACCEPT UP TO A 12" FEED PIPE IN THE UNIT'S SIDE PORTAL. EACH UNIT IS DESIGNED TO HANDLE 10 CUBIC FEET OF STORAGE PER LINEAL FOOT, FOR A TOTAL OF 85.42 CUBIC FEET. STONE DIAMETER WILL BE 1 "- 2 ". CD 0 �o Q < Z 0 3 o� O o U F 0 1 C: U �U o O o o- o�� a � U 3 0 VI N 0 0 0 ° a c 0 0 O C n O U N pr >, c o) O c o m o n t o o zo W Q c o E o (n u) 0 U U + 0 U O N ac •- U 0 c O o I H U 0 fl fI O d' d' M 00 O Q O r� O V 1 � M 0 O N 'Q W� Ao zN C O x `O In M o6 z° N L o Ma ° z 0 4 d � � o � , r O Q F O� Li x 0 V J O � Z h O 7 ft 0� U z ° V LINE IS 2 INCH ..I O AT FULL SIZE m 1 O 1 Ljj 00 O O o N O a a m 0 z 0 w z 0 O iL 0 Q h O 7 ft 0 TYPICAL LAYOUT 11. FOR PVC RISERS, CUT A HOLE IN THE TOP PORTAL FOR A 10" ID PVC RISER - ALONG THE LARGER OF THE TWO INDENTED CIRCLES, UNLESS AN 8" PIPE IS SPECIFIED. IF THE CUT EXTENDS MORE THAN sz BEYOND D THE INDENTED CIRCLE PLACE A PIECE OF THE FILTER FABRIC OVER THE HOLE, CUT AN X SLIGHTLY SHORTER THAN THE WIDTH OF THE OPENING, AND INSERT THE PIPE. USE SMOOTH WALLED SDR 35 OR PVC SCHEDULE 40 OR SIMILAR PIPE. ATTACH THREE SMALL ANGLE IRONS EQUALLY SPACED APPROXIMATELY 1' UP FROM THE END OF THE PIPE. INSERT THE BOTTOM 1' OF PIPE INTO THE TOP PORTAL AND BACKFILL. ATTACH A CAP TO TOP OF PIPE TO PREVENT DEBRIS ENTRANCE AND PLACE AN ACCESS CASTING IN A CONCRETE PAD ABOVE, ONCE ALL FILL IS PLACED. 12. DEPOSIT 1 " -2" CRUSHED, WASHED, HARD STONE DIRECTLY ALONG THE CENTERLINE OF THE STORMCHAMBERS TO EVENLY FLOWS DOWN EACH SIDE TO KEEP THE STORMCHAMBERS IN PROPER ALIGNMENT. DO NOT PLACE THE STONE DIRECTLY AGAINST THE CLOSED END WALLS AT THE START AND END OF THE ROWS. LET THE STONE FALL IN PLACE AT THE STORMCHAMBER END FROM PLACEMENT DIRECTLY ON THE STORMCHAMBER. ADD STONE TO AT LEAST 6" ABOVE THE STORMCHAMBERS. 13. COMPACT THE STONE COVER WITH A VIBRATORY COMPACTOR, NOT TO EXCEED A DYNAMIC FORCE OF 10,000 LBS, OR WITH A LOW PRESSURE, TRACKED VEHICLE NOT EXCEEDING 1,100 LBS /SF. 14. COVER THE TOP OF THE STORMCHAMBERS AND THE 1' PERIMETER AREA WITH 4 OUNCE NON -WOVEN FILTER CARAI(" 0 \11701 AP An IA(`f7KlT C,WFPTQ RY AT I f7AQT '1' IMPORTANT: IF IT IS NOT PRACTICAL TO LEVEL THE MINIMUM OF 6" OF STONE ABOVE THE STORMCHAMBERS BY HAND, USE A LOW PRESSURE, TRACKED DOZER, NOT TO EXCEED 1,100 LBS /SF, AND DO NOT RUN DOZER ON ANYTHING LESS THAN 6" OF STONE ABOVE THE STORMCHAMBERS, CAUTION MUST BE EXERCISED WHEN PLACING STONE ON TOP OF THE STORMCHAMBERS SO THAT EXCESSIVE PRESSURE IS NOT APPLIED DIRECTLY ON THE STORMCHAMBERS BY EQUIPMENT "BUCKETS ". BACKFILLING 1. BACKFILL SOIL MUST BE FREE FROM LARGE STONES AND LARGE ORGANIC MATERIAL (E.G. TREE LIMBS AND ROOT STUMPS), AND IS CAPABLE OF BEING COMPACTED TO AT LEAST 90% OF THE STANDARD PROCTOR TEST (AASHTO METHOD T -99). IF NOT, CRUSHER RUN OR OTHER SUITABLE BACKFILL MATERIAL MUST BE USED. THE STONE SURROUNDING THE STORMCHAMBERS CAN ALSO BE EXTENDED UP TO THE PAVEMENT SUBGRADE, IF DESIRED. 2. BACKFILL AND COMPACTION OF THE SOIL BACKFILL MUST BE ACHIEVED IN LIFTS LESS THAT 1' HIGH. GRADING OF LIFTS SHOULD START IN ONE CORNER OF THE SYSTEM WITH A LOW PRESSURE, TRACKED DOZER, WITH A PRESSURE NOT EXCEEDING 1,100 LBS /SF, KEEPING AT LEAST 1' OF FILL IN FRONT OF THE BLADE AT ALL TIMES. COMPACT LIFTS TO 90% STANDARD PROCTOR WITH TRACKED VEHICLES NOT EXCEEDING 1,100 LBS /SF, OR WITH A HAND OPERATED COMPACTOR OR VIBRATORY ROLLER NOT EXCEEDING A DYNAMIC FORCE OF 20,000 LBS. 3. KEEP THE STORMCHAMBER SYSTEM CLOSED OR PROTECTED FROM RECEIVING SEDIMENT UNTIL SITE IS COMPLETELY STABILIZED (GRASS GROWING AND ALL P NVEMENT PLACED). IMPORTANT: AFTER COMPACTION OF BACKFILL AND SETTING OF FINAL GRADE, AVOID PARKING ON OR TRAVERSING OVER THE STORMCHAMBER INSTALLATION WITH HEAVILY LOADED TRUCKS AND HEAVY EQUIPMENT UNTIL PAVED. IMPORTANT: THESE INSTRUCTIONS ASSUME ACCEPTED CONSTRUCTION PROCEDURES AND ASPHALT TRUCKS THAT DO NOT EXCEED SPECIFIED DOT LOAD LIMITS. UNCUSTOMARY LOADS OR IMPROPER LOAD DISTRIBUTIONS IN VEHICLES MAY REQUIRE ADDITIONAL COVER. CONTACT HYDROLOGIC SOLUTIONS FOR INSTALLATION UNDER ABNORMAL CONDITIONS. INSTALLATIONS NOT IN COMPLIANCE WITH THESE INSTRUCTIONS WILL VOID THE (ZTnDKAr)DAINI r)f= 'TI= NITI(1N1 (`I-IDAARP I3Ur"r LIE-LIE VIVUCR NLL STORMCHAMBERS TM CATCH BASIN 0 ATTENT z ° V LINE IS 2 INCH ..I _ AT FULL SIZE (IF NOT 2 "- SCALE ACCORDINGLY) 1 0 TYPICAL LAYOUT 11. FOR PVC RISERS, CUT A HOLE IN THE TOP PORTAL FOR A 10" ID PVC RISER - ALONG THE LARGER OF THE TWO INDENTED CIRCLES, UNLESS AN 8" PIPE IS SPECIFIED. IF THE CUT EXTENDS MORE THAN sz BEYOND D THE INDENTED CIRCLE PLACE A PIECE OF THE FILTER FABRIC OVER THE HOLE, CUT AN X SLIGHTLY SHORTER THAN THE WIDTH OF THE OPENING, AND INSERT THE PIPE. USE SMOOTH WALLED SDR 35 OR PVC SCHEDULE 40 OR SIMILAR PIPE. ATTACH THREE SMALL ANGLE IRONS EQUALLY SPACED APPROXIMATELY 1' UP FROM THE END OF THE PIPE. INSERT THE BOTTOM 1' OF PIPE INTO THE TOP PORTAL AND BACKFILL. ATTACH A CAP TO TOP OF PIPE TO PREVENT DEBRIS ENTRANCE AND PLACE AN ACCESS CASTING IN A CONCRETE PAD ABOVE, ONCE ALL FILL IS PLACED. 12. DEPOSIT 1 " -2" CRUSHED, WASHED, HARD STONE DIRECTLY ALONG THE CENTERLINE OF THE STORMCHAMBERS TO EVENLY FLOWS DOWN EACH SIDE TO KEEP THE STORMCHAMBERS IN PROPER ALIGNMENT. DO NOT PLACE THE STONE DIRECTLY AGAINST THE CLOSED END WALLS AT THE START AND END OF THE ROWS. LET THE STONE FALL IN PLACE AT THE STORMCHAMBER END FROM PLACEMENT DIRECTLY ON THE STORMCHAMBER. ADD STONE TO AT LEAST 6" ABOVE THE STORMCHAMBERS. 13. COMPACT THE STONE COVER WITH A VIBRATORY COMPACTOR, NOT TO EXCEED A DYNAMIC FORCE OF 10,000 LBS, OR WITH A LOW PRESSURE, TRACKED VEHICLE NOT EXCEEDING 1,100 LBS /SF. 14. COVER THE TOP OF THE STORMCHAMBERS AND THE 1' PERIMETER AREA WITH 4 OUNCE NON -WOVEN FILTER CARAI(" 0 \11701 AP An IA(`f7KlT C,WFPTQ RY AT I f7AQT '1' IMPORTANT: IF IT IS NOT PRACTICAL TO LEVEL THE MINIMUM OF 6" OF STONE ABOVE THE STORMCHAMBERS BY HAND, USE A LOW PRESSURE, TRACKED DOZER, NOT TO EXCEED 1,100 LBS /SF, AND DO NOT RUN DOZER ON ANYTHING LESS THAN 6" OF STONE ABOVE THE STORMCHAMBERS, CAUTION MUST BE EXERCISED WHEN PLACING STONE ON TOP OF THE STORMCHAMBERS SO THAT EXCESSIVE PRESSURE IS NOT APPLIED DIRECTLY ON THE STORMCHAMBERS BY EQUIPMENT "BUCKETS ". BACKFILLING 1. BACKFILL SOIL MUST BE FREE FROM LARGE STONES AND LARGE ORGANIC MATERIAL (E.G. TREE LIMBS AND ROOT STUMPS), AND IS CAPABLE OF BEING COMPACTED TO AT LEAST 90% OF THE STANDARD PROCTOR TEST (AASHTO METHOD T -99). IF NOT, CRUSHER RUN OR OTHER SUITABLE BACKFILL MATERIAL MUST BE USED. THE STONE SURROUNDING THE STORMCHAMBERS CAN ALSO BE EXTENDED UP TO THE PAVEMENT SUBGRADE, IF DESIRED. 2. BACKFILL AND COMPACTION OF THE SOIL BACKFILL MUST BE ACHIEVED IN LIFTS LESS THAT 1' HIGH. GRADING OF LIFTS SHOULD START IN ONE CORNER OF THE SYSTEM WITH A LOW PRESSURE, TRACKED DOZER, WITH A PRESSURE NOT EXCEEDING 1,100 LBS /SF, KEEPING AT LEAST 1' OF FILL IN FRONT OF THE BLADE AT ALL TIMES. COMPACT LIFTS TO 90% STANDARD PROCTOR WITH TRACKED VEHICLES NOT EXCEEDING 1,100 LBS /SF, OR WITH A HAND OPERATED COMPACTOR OR VIBRATORY ROLLER NOT EXCEEDING A DYNAMIC FORCE OF 20,000 LBS. 3. KEEP THE STORMCHAMBER SYSTEM CLOSED OR PROTECTED FROM RECEIVING SEDIMENT UNTIL SITE IS COMPLETELY STABILIZED (GRASS GROWING AND ALL P NVEMENT PLACED). IMPORTANT: AFTER COMPACTION OF BACKFILL AND SETTING OF FINAL GRADE, AVOID PARKING ON OR TRAVERSING OVER THE STORMCHAMBER INSTALLATION WITH HEAVILY LOADED TRUCKS AND HEAVY EQUIPMENT UNTIL PAVED. IMPORTANT: THESE INSTRUCTIONS ASSUME ACCEPTED CONSTRUCTION PROCEDURES AND ASPHALT TRUCKS THAT DO NOT EXCEED SPECIFIED DOT LOAD LIMITS. UNCUSTOMARY LOADS OR IMPROPER LOAD DISTRIBUTIONS IN VEHICLES MAY REQUIRE ADDITIONAL COVER. CONTACT HYDROLOGIC SOLUTIONS FOR INSTALLATION UNDER ABNORMAL CONDITIONS. INSTALLATIONS NOT IN COMPLIANCE WITH THESE INSTRUCTIONS WILL VOID THE (ZTnDKAr)DAINI r)f= 'TI= NITI(1N1 (`I-IDAARP I3Ur"r LIE-LIE VIVUCR NLL STORMCHAMBERS TM CATCH BASIN U) � - O -�) 0 (n m c W > i Q m O Q O c � Z °03 O c c � 0 �m O 0 0 N cn 3 0 Z z a� N O 0 0 < C a a V o a _o� 0 T c O) C O N n O o u- N i O Q O O C O LLJ c -c - D N t O N N 0 N = N U +� - D N O a c 'i N O O O U O z — C O U :3 Z F- U O COMPACTED TO 95% MAXIMUM UNIT WEIGHT BASED ON MAX DRY DENSITY PER ASTM D1557 FILL MATERIAL SHALL BE PLACED AND COMPACTED UNDISTURBED NATIVE MATERIAL PER ISPWC NOTE: 1. HOT PLANT CONCRETE ASPHALT PER ISPWC LATEST EDITION STANDARD DRAWING SD -801. NEW ASPHALT DETAIL PARKING AREA SCALE: NTS c -os 1" TOOLED EDGE (3) #4's CONTIN EDGE OF SLAB SECTION 2 SCALE: NTS C -05 93.0' 10.0' 355 UTILITY I OR LANDSCAPING I I Q O I CD 0 O rY _J Q 16.5' TRAFFIC LANE (NO CURB SIDE PARKING) 34.5'± 35.5' Q O � 4" ASPHALE PLANT MIX PAVEMENT O Li 6" - 3/4" AGGREGATE BASE 0 L ' J 20" GRANULAR BORROW o � Q O GEOTEXTILE FABRIC BELOW AND UP SIDES X O W Li 0 Li 0 z F= X W ROW PROFILE 4 SCALE: 3/16" = 1' -0" - 16.5' TRAFFIC LANE (NO CURB SIDE PARKING) 2.5' TYPICAL 1, TACK COAT — 7.0' 5.0' -+ LANDSCAPE SIDEWALK 0% SLOPE 12" TYPICAL = SEE C -03 REVERSE FLOOR CURB & GUTTER 1 3 1 SCALE: NTS Q I O I 0 w un O a_ O —10.0 EASEMENT 12" GRANULAR BORROW • �R 4� a F -" z SN s y 0 �d 0 It It ce) 00 O d A� o N a O f� O P � M 0 O N d� W r, q0 zN N x � li M Oo z °x co w Oar o /'- �� s / IC � m U z V m LINE 15 2 INCHES O r-- AT FULL SIZE O � � 1 Uu 00 O O o N N (n Lj� Li Q Q m O z 0 0 z O w 0- `a a a_ 0 0 Q d O N h O I — 12.0' 14.0' 12.0' TRAFFIC LANE LEFT TURN LANE TRAFFIC LANE 2.0% SLOPE EXISTING PAVEMENT SECTION —r,i -i --- ni — I n -� �l �mr y r. rl ATTENTION z V LINE 15 2 INCHES r-- AT FULL SIZE (11= NOT 2 ° - SCALE ACCORDINGLY) � � h O I — 12.0' 14.0' 12.0' TRAFFIC LANE LEFT TURN LANE TRAFFIC LANE 2.0% SLOPE EXISTING PAVEMENT SECTION —r,i -i --- ni — I n -� �l �mr y r. C= rn E Cn IA 0 - 0 0 0 0 V W M: o E a a: 12 0 0 5 04 — 2 2 Aj V1 c :E Z n C) :8 Mc o " a CL 0 a V V tt: V1 0 4 -0 C O 10 C do 7 a - 0 C O 9 ).) BEND-A- DGING SE( L1.2 FOR )LANTING PLAN , i f R�:Ixlbw 0 SCALE: 20' 1 11 = 20'- 0 40' (TYP.) 6' PRIVACY VINYL FENCE PHASE LINE g) .4L lanning & Zoning Department Approvc� as conditioned Signature z- /z 9/z co k 'Date Other department approvals may be required Appnov6 AV C E-M C0 � LA NORTH 0 .0 Cr_ Z E 0- 0 Z Z E 0- M LO J F-, %0 Y 60 Z P NO 4t 0 Ll Rlp� C E Ut CL c r p c V o W -0 C Q � �p d Of L (►LL(� S �* LJ V7 '•' 2 O V 10 Z h OD 4mJ 1A CL 0 o c ON O o _ rri 01 C o ._ C ap C 'O C O O s O "O Ot L MATCHLINE IIIIIIIIIIIA PLANTING (IAN CONTRACTOR SHALL INSTALL HOSE BIB RS PRRT OF SPRINKLER SYSTEM FOR DUMPSTER CLERNUP IN EACH LOCATION (TYP.) 6' PRIVACY VINYL FENCE ^ :' - :, , , r 1n1 , & Zoning Department Approved as conditioned Signature / Z /Z `)/ZODIS Date Other department approvals may be required Pf"oPOsE� M njCP .SrSTr6 GJTLL N EB c ""D Q£ iz WSJ A A?PMVC�> far Ike G2l' e.) 6e, j66(L . MATCHLINE 'A' APPROVED City of R exburg C I ` �-'i 2 0053 0' 20' SCALE: i = 20' -0" all [I$] ca it Ok NORTH 04I OWN 40 ^ � Jd Z C. O W Q La, L PNO 04 ==j 0 c� d GUYING WIRES 2 STRAND TWIST 12 GURGE WERE VINYL HOSE FIT BARK (TYP.) (2) LODGE POLE STAKES 2' x E' DRIVEN (MEN. 18') FIRMLY INTO SUBGRADE PRIOR TO BRCKFILNG PULL MULCH 6' AWAY FROM TRUNK ROOT FIRRE SHALL BE 2' ABOVE FINISHED GRADE SOD 3' DEEP SHREDDED BARK MULCH FORM SAUCER REMOVE BURLAP FROM TOP % OF TREE BALL WHEN B&8. REMOVE STRING FROM TRUNK & BALI. DECIDUOUS TREE DETAIL FIRMLY TAMPIED BACKALI BELOW ROOTBRLI TO BE Y2 DEPTH OF ROOTBAIL (6' MIN.) SCALE: NTS GUYING WIRES TWIST 12 GUA( KEEP BARK MUI DISTANCE OF & TREE 31iP 4JQTZfi FORM 4' DEEP AROUND TREE I FINISHED GRAD STAKE SHALL O BELOW SUBGR EVERGREEN TREE DETAIL Q' DIR LODGE POLE PINE TREE STAKE (Q EACH) STAKES SHALL NOT PENETRATE ROOTBAIL. VINYL HOSE FIT BARK CIYP.) INSTALL TREE WITH BUD UNION AT Q' ABOVE FINISHED GRADE SCARIFY ROOTBRLL REMOVE TOP 1/3 OF BURLAP AND WIRE CAGE. NON- BIODEGRRDABLE MATERIAL SHRUB BE TOTALLY REMOVED. BACKFILL TO BE OF QUR1JTY TOPSOIL FIRMLY TRMPLED BACKflIL BELOW ROOTBRLL TO BE Ye DEPTH OF ROOTBRII (6' MIN.) SCALE: NTS J J co 1 TIN iii 3 X BAIL WIDTH SHRUB PLANTING SOD INSTALLATION CURB, EDGWG, OR SIDEWALK SCALE: NTS BEND44 -BOARD CHART FNSH GRADE, GROUND MINIM COYER PLANTING AREAS THERNWLEXPMSION SUPJOW(T GIMED RflDE TURF 1�i =11 =111 = u1= 1�1= 1 =1�1= FACTORY M T + 1�1 =1�1= 1�1= 1�1= 1u= 1�1 =1�1, ExPRNSaN I=1�1 =1�1= �1°1�1°1�1°= JONT = III = III =III 11 111= III =III= III- 7 GA. GRWRAIZED III = III III= STEEL HANIPNI, 111 111 - III SEE CHART FOR WIDTH III= III III= III 11P111 RENWI -BORRD — PLASTIC HEADER BOARD, E CHART 6' SEES WR PLASTIC STME — SECTION ® 3 . O.C. MRX. USE 24' PLATED DECK SG36Z 1/4' -1/2' FOR RTTRCHIVIENT 2X4 31/2'x1 1/2'x20' SEE CHAWT FOR MRX. CROWN LENGTH & HEIGHT SEE CHART FOR 1/£' -3/4' MINIMLNA , 1X6 RRDIb 24• 9•/20' ELEVATION - CROWN DIMENSIONS PLAIN BEND44 -BOARD CHART MANUFACTURED BY: EPIC PLASTICS, 104 EAST TURNER RD., LODI CA 95240 UAL RDDRESS: www.eplcpl=tl6.wm 'BEND -A- BOARD' DETAIL SEE CHART FOR THERMAL y EDAINSM GAP 7 GA. — nr— GALVANIZED III= II =III STEEL = III =III= SEE CHART =III= FOR UADTH SCALE: NTS KEEP MULCH MIN. 3' AWRY FROM TRUNK OF SHRUB 3' DEEP BARK MULCH FORM 2' DEEP BASIN AROUND SHRUB FINISH GRADE SCRIE: NTS 0 PLANT LEGEND -9' Picea Pungens glouca Colorado Blue Spruce 12 4'-6' Picea Pungens glauca 'baby blue eyes' 67 Baby Blue Eyes Blue Spruce SYMBOL / SIZC\ BOTANICAUCOMMON NAME OTY COMMENTS 2' I� Fraxinus americana 'Autumn Purple' 25 Autumn Purple Ash Molus 'Spring Snow' 11 Spring Snow Crobapple 00 ))) s �j 2' Prunus virginiano 'Canada Red' 50 Canada Red Chokecherry 2' Pyrus calleryono 'Chanticleer 23 Chanticleer Pear DECIDUOUS /EVERGREEN SHRUBS SYMBOL SIZE MINIM MR)OMUM THERNWLEXPMSION SUPJOW(T HDR. ACTUAL RRDNIS CROWN GAP AT SUP JOIN HAIRPIN 52E DMENSM POSSIBLE POSSIBLE DIMENSIONS J X4 3 1 I X 5/16• X 20' 6' 22' / 20' WR N/A 1X4 31/2'x314'xW 24' 19 1/4' -1/2' NVIDx13' 2X4 31/2'x1 1/2'x20' 36' 16'/20' 1/£' -3/4' 11/ 1X6 51Arz3/4•z20' 24• 9•/20' I/2' -3/4' 3/4'N)x13' 2X6 5 1 /2' x 1 1 /2' x 16' 36' MR 3/4' -1' WA MANUFACTURED BY: EPIC PLASTICS, 104 EAST TURNER RD., LODI CA 95240 UAL RDDRESS: www.eplcpl=tl6.wm 'BEND -A- BOARD' DETAIL SEE CHART FOR THERMAL y EDAINSM GAP 7 GA. — nr— GALVANIZED III= II =III STEEL = III =III= SEE CHART =III= FOR UADTH SCALE: NTS KEEP MULCH MIN. 3' AWRY FROM TRUNK OF SHRUB 3' DEEP BARK MULCH FORM 2' DEEP BASIN AROUND SHRUB FINISH GRADE SCRIE: NTS 0 PLANT LEGEND -9' Picea Pungens glouca Colorado Blue Spruce 12 4'-6' Picea Pungens glauca 'baby blue eyes' 67 Baby Blue Eyes Blue Spruce SYMBOL / SIZC\ BOTANICAUCOMMON NAME OTY COMMENTS 2' I� Fraxinus americana 'Autumn Purple' 25 Autumn Purple Ash Molus 'Spring Snow' 11 Spring Snow Crobapple 00 ))) s �j 2' Prunus virginiano 'Canada Red' 50 Canada Red Chokecherry 2' Pyrus calleryono 'Chanticleer 23 Chanticleer Pear DECIDUOUS /EVERGREEN SHRUBS SYMBOL SIZE BOTANICAUCOMMON NAME QTY COMMENTS O 5 gal. Corpus sericeo 275 Dwarf Periwinkle Red Twig Dogwood Colorful annuls O 5 gal. Cornus sericeo'Kelseyi' 89 Kelsey's Dogwood Jb 5 gal. Juniperus horizontalis 'Blue Chip' 9 Blue Chip Juniper P 5 gal. Physocarpus opufolius'Coppertino' 179 Coppertino Ninebork A 5 gal. Roso 'Champlain' 180 Champlain Canadian Rose Sb 5 gal. Spiroeo bumoldo 'Limemound' 50 Limemound Spiroeo Sm 5 gal. Syringo potulo'Miss Kim' 160 Miss Kim Lilac Tm 5 gal. Torus media 'Dark Green Spreader' 98 Dark Green Spreader Yew PERENNIALS SYMBOL SIZE BOTANICAUCOMMON NAME QTY COMMENTS ® 1 gal. Campanula persicifolia 82 Peach-leaf Bellflower O 1 gal. Dicentro spectabilis 103 Bleeding Heart Hs 1 gol. Hemerocollis 'Stella de Oro' 68 Dtella de Oro Daylily O 1 gal. Hosto 90 Hosta ® 1 gal. Leucanthemum superbum maximum 60 Shasta Daisy Ap 1 gal. Rudbedr fulgida 3 Black -eyed Susan ® 1 gal. SoMa superba numerosa 'May Knight' 80 May Knight Perennial Salvia ORNAMENTAL GRASSES SYMBOL SIZE BOTRNICRUCOMMON NAME QTY COMMENTS Ca 1 gal. Colomagrostis x ocutiflour'Karl Foerstee 8 Karl Foerster Gross HI 1 gal. Helictrotricon sempervirens 4 Blue Oats Gross �t 1.1�Lr� flats Lysimochio nummulorio 12' o.c. Creeping Jenny flats Vinco minor 12' o.c. Dwarf Periwinkle Hots Colorful annuls to be selected by owner /contractor PLANT LEGEND (continued GENERAL NOTES • LANDSCAPE CONTRACTOR SHALL BE WILLING TO WORK WITH NORTHLAND DESIGN GROUP IF CHANGES TO THE PLANT PALETTE ARE NECESSARY TO ACHIEVE DESIRED CHARACTER. CHANGES WILL BE IN SPECIES ONLY NOT IN SIZE. • LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING RECORDS OF QUANTITIES OF PLANT MATERIAL USED. QUANTITY LISTS SHALL BE DISTRIBUTED TO NORTHLAND DESIGN GROUP AND OWNER. • PLANTING AREAS SHALL RECEIVE 3' DEPTH OF SHREDDED FIR BARK MULCH IN DESIGNATED PLANTERS. ALL GROUNDCOVER AND PERENNIALS AREAS SHALL RECEIVE 1' DEPTH OF SHREDDED BARK MULCH. CONTRACTOR SHALL SUBMIT SAMPLE AND /OR SUBSTITUTIONS TO NORTHLAND DESIGN GROUP FOR APPROVAL. • CONTRACTOR SHALL VERIFY ALL QUANTITIES ON THIS PLAN. NORTHLAND DESIGN GROUP SHALL NOT BE RESPONSIBLE FOR DISCREPANCIES BETWEEN PLAN AND PLANT TABLE. WHERE DISCREPANCIES EXIST THE PLAN SHALL DICTATE. • CONTRACTOR SHALL COMPLETE A SOIL TEST FOR PROJECT SITE SOIL AND PROVIDE TO LANDSCAPE ARCHITECT. CONTRACTOR SHALL FOLLOW RECOMMENDATIONS FROM SOIL TEST TO AMEND EXISTING SOIL FOR LANDSCAPING USE. AMENDMENT OF PROJECT SITE SOIL WOULD BE PREFERRED, BUT IF IMPORTED TOPSOIL IS USED CONTRACTOR SHALL PROVIDE SOIL TEST TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY. • ALL PLANTERS ADJACENT TO SIDEWALKS ARE TO HAVE A FINISHED TOPSOIL GRADE OF 4 BELOW TOP OF CONCRETE WALWCURB TO ALLOW FOR 3' DEPTH OF SHREDDED BARK MULCH. • AUTOMATIC IRRIGATION SYSTEM TO BE INSTALLED THROUGHOUT ENTIRE PROJECT. CONTRACTOR SHALL PROVIDE HEAD TO HEAD COVERAGE WITH MATCHED PRECIPITATION RATES IN ALL LAWN AREAS. DRIP IRRIGATION TO BE USED IN ALL SHRUB PLANTER AREAS. of ti C MO �,. 01 O 6) S '0 , CL 0 U g # X E o o � 1 ` L - d 3 a L C n 0 Z 0 r th 0 v U 'p c c r O c _ n 4 Cn r 0 CM C a 0 s cn >` D d cc O 0) O z W W 0 CE Z H Z Cr_ C!_ r LA O a U m a • N CL a v c d • �v U� aaaaa V Z %0 CL 60 W to Q Q W W � v 0 � v, ca S �� L00 REFERENCE NOTES REFER TO DESIGN AND CONSTRUCTION STANDARDS FOR MINIMUM STC RATINGS FOR ALL SPACES. SPRINGHILL SUITES ,Aarnott 0 U) ui APPROVED City of RIaxburg I W U) U) z 0 7sm 0 r 0 0 :D P CO < x C) c 0 Z 0 00 0 < x uj E a) cn c 0 4-a :E 4 C) CD 6 C) w z w LL O Ld 0 D 0 0 w CJ) a O we ow U) W F_ Z �- m ,, z UJI 0 z z 0 D w 0 CD 2 z Lu Z 0 r U) Z - < U) U- �_ 0 b - w w W Er �_ m W :p F- m c) F- F_ i r D < 0 Lu CL LL 0 0 W U) a- W (j 0 Z W - (L 0 LLI Z 1: 0 F- z 0 UJI w (/) :z U) w m =) 1: w Ix �- w 0 1 7.71 rR u.j Z 0 0 z F. 0 < p R V uj cr uw _j W 2 J0 U) U) LU LU __j U) Z) 0 U) Zap z C 'im < " (D CO z of UJ U) W C-) 0: R U) 0 Z �-- < 11-- L UJI () U) UJ cn 0 Z U) 00 z C) C) N EL 4 LIJ r Lu UJ 3: CD LIJ 4t z < Z F- 0 0 0 ui Fn LIJ 0 0 0 U) LLJ n- Lu C/ W a- 0 I ARc 0 .,4* ACOUSTICAL SEALANT EACH SIDE 2 1/2 "'J' SHAPED RUNNERS TOP & BOTTOM EXTERIOR FINISH PER SPECIFICATIONS DOUBLE CONT. 2x TOP PLATE ACOUSTICAL SEALANT EACH SIDE 3" MINERAL OR GLASS FIBER INSULATION. ACOUSTICAL SEALANT TOP & BOTTOM TYP. DOUBLE CONT. 2x6 TOP PLATE FIT TIGHTLY BETWEEN STUDS AND EXT. GYPSUM SHEATHING OR 3" MINERAL OR GLASS FIBER SECURELY FASTEN TO THE STUDS 2 1/2" 'C -H' SHAPED STUDS, 25 GA. GALV. SHEATHING PER STRUCTURAL INSULATION. FIT TIGHTLY BETWEEN (2) LAYER 5/8" TYPE 'X' GYP. BD. STL. AT 24" O.C. STUDS AND SECURELY FASTEN TO THE STUDS EACH SIDE 0/ SHEATHING PER 1" GYP. BD. LINER INSERTED IN'H'STUDS STRUCTURAL (1) LAYER 5/8" TYPE 'X' GYP. BD. (2) LAYERS 5/8" TYPE 'X` GYP. BID. TI EACH SIDE ADD SOUNDBOARD FOR 2'- O'T Y P, L PROVIDE INSULATION PER ENERGY INCREASED STC RATING ONLY CALCS. 7 7 77 7 7 Z: '7 ... ......... 8'T Y P. - TYP• 8 DOUBLE ROW OF 2x STUDS @ 16" O.C. ON SEPARATE PLATES MIN. 1" APART 2x CONT. BOTTOM PLATE PLAN (TREATED AT FIRST FLOOR) (2) LAYERS 5/8" TYPE DC GYP. BID. PLAN jlA— FINISH FLOOR AND BAS PER IFI 2x4 STUDS @16 O.C. 1 7/8" GLASS FIBER INSULATION j STAGGERED BY 8" O.C. VA RI 5 ACOUSTICAL SEALANT EACH SIDE 2x6 CONT. BOTTOM PLATE 2x CONT. BOTTOM PLATE (TREATED AT FIRST FLOOR) (TREATED AT FIRST FLOOR) SHAFT SIDE TYPICAL EXTERIOR PARTITION FINISH FLOOR AND BAS PER IFI FINISH FLOOR AND BAS PER IF[ PARTITION TYPE: TYPICAL GUESTROOM/PUBLIC SPACE TYPICAL SHAFT NOTE: TYPICAL 2 HR ELEVATOR SHAFT DEMISING PARTITION NON-BEARING 1 HR. SHAFT WALL SHALL BE I - hR RATED, BEARING, INTERIOR PARTITION PARTITION TYPE: PARTITION TYPE: BASED ON UL DESIGN NO. 0415 PARTITION TYPE: 5CALE: 1 112" = 1'-0" UL DE51GN NO.: U309 GA FILE NO.: WP -8 105 5TC RATING: 2 - HR RATED, NON - BEARING SHAFT WALL 2 - hR RATED, BEARING, INTERIOR PARTITION 2 - hR RATED, MAKING, INTERIOR PARTITION 5CALE: 1 112" 1'-0" UL DESIGN NO.: 5CALE: 1 112" 1'-0' UL DESIGN NO.: 5CALE: 1 112" P-O' UL DE51GN NO.:U438 GA FILE NO.: WP -39 GA FILE NO.: WP-3820 GA FILE NO.: 5TC RATING: 50-54+ 5TC RATING: 55-59 5TC RATI ACOUSTICAL SEALANT EACH SIDE ACOUSTICAL SEALANT EACH SIDE ACOUSTICAL SEALANT EACH SIDE DOUBLE CONT. 2x6 TOP PLATE DOUBLE CONT. 2x TOP PLATE ACOUSTICAL SEALANT EACH SIDE DOUBLE CONT. 2x TOP PLATE ACOUSTICAL SEALANT EACH SIDE 3" MINERAL OR GLASS FIBER 3" MINERAL OR GLASS FIBER INSULATION. FIT TIGHTLY BETWEEN STUDS AND DOUBLE CONT. 2x TOP PLATE 3" MINERAL OR GLASS FIBER INSULATION. DOUBLE CONT. 2x TOP PLATE INSULATION. FIT TIGHTLY BETWEEN STUDS AND SECURELY FASTEN TO SECURELY FASTEN TO THE STUDS 3" MINERAL OR GLASS FIBER INSULATION. FIT TIGHTLY BETWEEN STUDS AND THE STUDS FIT TIGHTLY BETWEEN STUDS AND SECURELY FASTEN TO THE STUDS 3" MINERAL OR GLASS FIBER INSULATION. (2) LAYERS 5/8- TYPE 'X` GYP. BID. SECURELY FASTEN TO THE STUDS )C GYP LAYER 5/8" TYPE. BD. FIT TIGHTLY BETWEEN STUDS AND SECURELY FASTEN TO THE STUDS EACH SIDE 0/ SHEATHING PER (2) LAYERS 5/8" TYPE 'X' GYP. BD. EACH SIDE STRUCTURAL EACH SIDE (1) LAYER 5/8" TYPE GYP. BD. EACH SIDE 0/ SHEATHING PER (2) LAYERS 5/8" TYPE'X'GYP. BD. d* STRUCTURAL 8'TYP. 8'TYP• OPPOSITE RESIENT CHANNELS 0/ SHEATHING PER STRUCTURAL IL\ WHERE OCCURS 2x S TUDS 24" O.C. 7 J DOUBLE ROW OF 2x STUDS @ PLAN 5/8" TYPE'X'GYP. BD. 0/ 1/2" 4 2x STUDS @ 24" O.C. 16" O.C. ON SEPARATE PLATES Ull T_ RESILIENT FURRING CHANNELS @ MIN. 1 " APART 2x4 STUDS@ 16" O.C. :"4 24" O.C. (INSTALL NAILING FLANGE STAGGERED BY 8" O.C. A- DOWN - OPEN END UP) 2x STUDS@ 24" O.C. ACOUSTICAL SEALANT EACH SIDE ACOUSTICAL SEALANT EACH SIDE ACOUSTICAL SEALANT EACH SIDE 4 2x CONT. BOTTOM PLATE 2x6 CONT. BOTTOM PLATE 2x CONT. BOTTOM PLATE ACOUSTICAL SEALANT EACH SIDE (TREATED AT FIRST FLOOR) ACOUSTICAL SEALANT EACH SIDE (TREATED AT FIRST FLOOR) (TREATED AT FIRST FLOOR) FINISH FLOOR AND BAS PER IFI FINISH FLOOR AND BAS PER IFI 2x CONT. BOTTOM PLATE FINISH FLOOR AND BAS PER IFI A V K 5 2x CONT. BOTTOM PLATE > (TREATED AT FIRST FLOOR) (TREATED AT FIRST FLOOR) TYPICAL GUESTROOM DEMISING PARTITION, TYPICAL GUESTROOM DEMISING PARTITION, FINISH FLOOR AND BAS PER IFI TYPICAL INTERIOR PARTION, NON-BEARING FINISH FLOOR AND BAS PER IFI SHEAR BOTH SIDES SHEAR ONE OR NO SIDES PARTITION TYPE: PARTITION TYPE: TYPICAL INTERIOR 2 HR. PARTITION PARTITION TYPE: TYPICAL GUESTROOM/PUBLIC SPACE DEMISING PARTITION I - hR RATED, MAKING, INTERIOR PARTITION I - HK RATED, BEARING, INTERIOR PARTITION PARTITION TYPE: I - HR RATED, NOWDEAPING, INTERIOR PARTITION PARTITION TYPE: SIM. EXCEPT W/ (2) LAYERS GYP. BD. EA. SIDE FOR 5CALE: 1 112" P-0" UL DE51GN NO.: 5CALE: 1 112" P-0` UL DE51GN NO.: 0305 5CALE: 1 112" 1'-0" UL DESIGN NO.: U309 STC RATING: 55-59 GA FI NO.: WP -39 5TC RATING: 50-54 GA FILE NO.: WP -3243 5TC RATING: 53 2 - HK RATE[), BEARING, INTERIOR PARTITION GA FILE NO.: WP-35 10 5TC RATING: 35-39 1 - HR RATED, BEARING, INTERIOR PARTITION 5CALE: 1 112" 1'-0" UL DE51GN NO.:U308 5CALE: 1 1/2" P-O" UL DE51GN NO.: GA FILE NO.: WP-4135 GA FILE NO.: WP-3370 5TC RATING: 40-44 5TC RATING: 45-49 ACOUSTICAL SEALANT EACH SIDE DOUBLE CONT. 2x TOP PLATE 3" MINERAL OR GLASS FIBER INSULATION. ACOUSTICAL SEALANT EACH SIDE FIT TIGHTLY BETWEEN STUDS AND (1) LAYER 5/8' TYPE 'X' GYP. BID. 7 SECURELY FASTEN TO THE STUDS EACH SIDE ,7 (1) LAYER 5/8" TYPE 'X'GYP. BD. 0/ SHEATHING PER STRUCTURAL WHERE OCCURS 2x STUDS@ 24" O.C. 5/8" TYPE'X GYP. BID. 0/ 1/2" "7 RESILIENT FURRING CHANNELS @ .7 24 O.C. (INSTALL NAILING FLANGE 2x STUDS@ 24" O.C. DOWN - OPEN END UP) 7 ACOUSTICAL SEALANT EACH SIDE ACOUSTICAL SEALANT EACH SIDE P 2x CONT. BOTTOM PLATE 2X4 CONT. PLATE TOP & BOTTOM 7 (TREATED AT FIRST FLOOR) (BOTTOM PLATE T REATED AT FIRST FLOOR) FINISH FLOOR AND BAS PER IF[ FINISH FLOOR AND BAS PER IFI TYPICAL CORRIDOR PARTITON, SHEAR ONE TYPICAL INTERIOR PARTITION, NON-BEARING, OR NO SIDE NON -RATED PARTITION TYPE: PARTITION TYPE: I - hR RATED, BEARING, INTERIOR PARTITION NON-RATED, NON- BEARING, INTERIOR PARTITION 5CALE: 1 112" 1'-0" UL DE51GN NO.: U305 5CALE: 1 112" 1'-0" UL DE51GN NO.: GA FILE NO.: WP-3243 GA FILE NO.: 5TC f,ATING: 50 51 RATING: 35-39 EST REFERENCE NOTES REFER TO DESIGN AND CONSTRUCTION STANDARDS FOR MINIMUM STC RATINGS FOR ALL SPACES. SPRINGHILL SUITES ,Aarnott 0 U) ui APPROVED City of RIaxburg I W U) U) z 0 7sm 0 r 0 0 :D P CO < x C) c 0 Z 0 00 0 < x uj E a) cn c 0 4-a :E 4 C) CD 6 C) w z w LL O Ld 0 D 0 0 w CJ) a O we ow U) W F_ Z �- m ,, z UJI 0 z z 0 D w 0 CD 2 z Lu Z 0 r U) Z - < U) U- �_ 0 b - w w W Er �_ m W :p F- m c) F- F_ i r D < 0 Lu CL LL 0 0 W U) a- W (j 0 Z W - (L 0 LLI Z 1: 0 F- z 0 UJI w (/) :z U) w m =) 1: w Ix �- w 0 1 7.71 rR u.j Z 0 0 z F. 0 < p R V uj cr uw _j W 2 J0 U) U) LU LU __j U) Z) 0 U) Zap z C 'im < " (D CO z of UJ U) W C-) 0: R U) 0 Z �-- < 11-- L UJI () U) UJ cn 0 Z U) 00 z C) C) N EL 4 LIJ r Lu UJ 3: CD LIJ 4t z < Z F- 0 0 0 ui Fn LIJ 0 0 0 U) LLJ n- Lu C/ W a- 0 I ARc 0 .,4* M 0 M ID f` n M 0 W W Z M 2 a_ Design No. U308 September 26, 2006 Bearing Wall Rating -2 Hr Load Restricted for Canadian Applications -See Guide BXUV7 1. Wood Studs -Nom 2 by 4 in. spaced 16 in. ❑C, effectively cross - braced. 2. Gypsum Board* -5/8 in. thick, with square or tapered edges, applied vertically or horizontally with vertical joints centered over studs. Horizontal joints need not be backed by framing, Base layer fastened to studs and plates with 1 -7/8 in. long 601 cement coated nails or 1 -7/8 in, long Type S or W screws spaced 6 in. ❑C. Face layer fastened to studs and plates over base layer with 2 -3/8 in. long 6d cement coated nails or 2 -1/4 in. tong Type S or W screws spaced 8 in, OC. Face layer joints offset min 12 in, from base layer joints, When used in widths other than 48 in., gypsum panels to be installed horizontally. CANADIAN GYPSUM COMPANY -Type AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO -Types AR, C, FRX -G, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V -Types AR, C, IP -AR, IP -Xl, IP -X2, IPC - AR, SCX, SHX, WRC or WRX. 3, Joints -When tapered edge gypsum board is used, for the face layer joints covered with joint compound and paper tape. As an alternate, gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with joints reinforced, When square -edge gypsum board is used, treatment of joints is optional, 4, Batts and Blanketsw -Min 3 in. thick, mineral wool Batts, friction fit between studs. THERMAFIBER INC -Type SAFB 5. Cementitious Backer Unitsw -112 or 5/8 in. thick, installed vertically or horizontally with vertical joints centered over studs. Fastened to studs and plates with corrosion resistant 2 -1/4 in, long chamfered, ribbed wafer head screws with a minimum head diameter of .400 inch spaced 8 in. ❑C. Joints offset min 12 in. from base layer joints. UNITED STATES GYPSUM CO - DUR❑CK Exterior Cement Board or DUR❑CK Brand Cement Board, 6, Joints - Covered with glass fiber mesh tape and latex modified portland cement mortar or basecoat, or Type I organic adhesive. 7, Vapor Retarder, Water Barrier or Weather Resistive Barrier - (Optional, not shown) -As required #Bearing the UL Classification Mark Copyright©1995 -2008 Underwriters Laboratories Inc, All rights reserved. No portion of this material may be reprinted in any form without the express written permission of Underwriters Laboratories Inc. Design No, U309 July 22, 2008 Bearing Wall Rating -1 HR. Finish Rating -See Items 2, 2A and 213 Load Restricted for Canadian Applications -See Guide BXUV7 1, Wood Studs -Nom 2 by 4 in., spaced 24 in. DC effectively firestopped. 2. Gypsum Boards -5/8 in, thick, 4 ft wide, applied either horizontally or vertically nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in, long, 0,0915 in, shank diam and 1/4 in, diam heads spaced 7 in, ❑C. Finish Rating 27 Min, When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members (Item 5) are used, wallboard attached to furring channels with 1 in, long Type S bugle -head steel screws spaced 12 in. ❑C. When Item 6, resilient channels are used, 5/8 in, thick, 4 ft wide applied vertically, Screw attached furring channels with 1 in, long, self - drilling, self - tapping Type S or S -12 steel screws spaced 8 in, ❑C, vertical joints located midway between studs. AMERICAN GYPSUM CO -Types AGX -1, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -Type DBX -1 CERTAINTEED GYPSUM INC -Types EGRG or ProRoc Type C CERTAINTEED GYPSUM CANADA INC - ProRoc Type C FEDERAL GYPSUM CO - PlasterRock GEORGIA- PACIFIC GYPSUM L L C -Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC -Types LGFC6, LGFC -C, LGFC6A, LGFC2, LGFC2A, LGFC -C /A NATI ❑NAL GYPSUM CO -Types FSK -C, FSW, FSW -3, FSW -5, FSW -C, FSW -G, FSMR -C, FSW -6 (finish rating 20 min) PABC❑ BUILDING PRODUCTS L L C, DBA PABC❑ GYPSUM -Type C, PG -9, PG -11 or PG -C PANEL REY S A -Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -Type EX -1. TEMPLE - INLAND FOREST PRODUCTS CORP -Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C 2A. Walt and Partition Facings and Accessories -(As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in, ❑C at perimeter of panels and 8 in, ❑C in the field, Horizontal joints of vertically applied panels need not be backed by studs, Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed, QUIET S❑LUTI❑N INC -Type QuietRock QR -530 (finish rating 23 min). 2B, Gypsum Boarder -(As an alternate to Item 2) -5/8 in, thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. tong Type W coarse thread gypsum panel steel screws spaced a max 8 in. ❑C, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in, shank diam and 1/4 in, diam heads spaced 7 in. ❑C.. When used in widths of other than 48 in„ gypsum boards are to be installed horizontally. TEMPLE - INLAND FOREST PRODUCTS CORP - GreenGtas Type X (finish rating 23 min), 3. Joints and Nailheads - Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in, thick may be applied over the wallboard in addition to the specified joint treatment, 4, Batts and Blankets -(Not Shown) - Optional glass fiber insulation, CERTAINTEED CORP JOHNS MANVILLE INTERNATI ❑NAL INC ❑WENS CORNING Continued * CU RRENT SET AS OF 11 �20� 2008 * 4A, Fiber, Sprayed - As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product, Nominal dry density of 3.0 lb /ft3, Alternate application methods The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6,6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb /ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B, Fiber, Sprayed -As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material, The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product, Applied to completely fill the enclosed cavity, Minimum dry density of 4,3 pounds per cubic ft. NU-WOOL CO INC - Cellulose Insulation 4C. Batts and Blankets - Required for use with resilient channels, Item 6, 3 in, thick mineral wool baits, placed to fill interior of wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C, THERMAFIBER INC -Type SAFB 4D. Glass Fiber Insulation -(As an alternate to Item 4C> -3 in. thick glass fiber baits bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies, 4E. Batts and Blankets - (Required for use with Wall and Partition Facings and Accessories, Item ZA) -Glass fiber insulation, nom 3 -1/2 in, thick, min, density of 0,80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers, 5 Steel Framing Members (Optional, Not Shown) - Furring channels and Steel Framing Members as described below; a, Furring Channels - Formed of No. 25 MSG gale steel, 2 -3/8 in, wide by 7/8 in, deep, spaced 24 in. ❑C perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No, 18 SWG gale steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self - tapping #6 framing screws, min, 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel Wallboard attached to furring channels as described in Item 2, Ia. Steel Framing Members -used to attach furring channels (Item a) to studs (Item 1) Clips spaced 48 in. ❑C., and secured to studs with No. 8 x 2 -1/2 in, coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATI ❑NAL INC -Type RSIC -1, 6. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galy steel, spaced vertically 24 in, ❑C, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required 6A. Steel Framing Members -Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min, 1 -3/4 in, long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange, KEENS BUILDING PRODUCTS CO INC -Type RC Assurance, 7, Wall and Partition Facings and Accessories - (Optional, Not shown) - Nominal 112 .n. thick, 4 ft wide panels, for optional use as an additional t layer on one or both sides of the assembly. Panels attached in accordance with ma, , ufacturer's recommendations. When the OR-510 pane l i s installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 112 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET S ❑LUTI ❑N INC -Type QuietRock OR-510, 8. Cementitious Backer Units -(Optional Item Not Shown - For Use On Face Of i Hr With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in, or 1 in, thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in, for wood framing members spaced a max of 8 in, ❑C. When 4 ft, wide boards are used, horizontal joints need not be backed by framing. NATI ❑NAL GYPSUM CO -Type PermaBase 9, Non - Bearing Wall Partition Intersection -(Optional) Two nominal 2 by 4 in, stud or nominal 2 by 6 in, stud nailed together with two Sin, long 10d nails spaced a max. 16 in. ❑C, vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long 10d nails spaced a max 16 in. ❑C. vertically, Intersection between partition wood studs to be flush with the 2 by 4 in, studs. The wall partition wood studs are to be Framed by with a second 2 by 4 in. wood stud fastened with 3 in, long lOd nails spaced a max. 16 in, ❑C. vertically, Maximum one non - bear ire g wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall Bearing the UL Classification Mark APPROVED City of Rexburg • 4 ♦ a r+w' U W y U + I..L Q d' 0 �D d• 0 0 a! a. CD CD 0 N w w z w a r w Z r- a' 0 Z N ui M SPRINGHILL SUITES ,Aarn ott U) 0 ww U � 0 W w� O U) n_ � Q F- CD woz z O J �>_U Q � O Z � QIY Q Q m V �F-� W 0) Oww � Z � Q C7 p• w H O � z0� Q O Z �_ �WW � �wz � W Z w m i (D Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 � s •�- 1 v .. 4 �' '�.__ �'��,•...,.�.., �..�,�- ate-',. �� L ' '!. A Nk r . u %w •r4 f``' a :.r :. « , .. �. •.n• •. -• L .•s �. , r•l. .4 �. .1" ' b .° .�. v �.. - L. ..: a « ev •.:• ♦. t :., .;: "5. w . sr. - �.. . �, -- «.: :�• fi, ,. �'.... �r.. f a Copyright©1995 -2008 Underwriters Laboratories Inc, All rights reserved. No portion of this material may be reprinted in any form without the express written permission of Underwriters Laboratories Inc. Design No, U309 July 22, 2008 Bearing Wall Rating -1 HR. Finish Rating -See Items 2, 2A and 213 Load Restricted for Canadian Applications -See Guide BXUV7 1, Wood Studs -Nom 2 by 4 in., spaced 24 in. DC effectively firestopped. 2. Gypsum Boards -5/8 in, thick, 4 ft wide, applied either horizontally or vertically nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in, long, 0,0915 in, shank diam and 1/4 in, diam heads spaced 7 in, ❑C. Finish Rating 27 Min, When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members (Item 5) are used, wallboard attached to furring channels with 1 in, long Type S bugle -head steel screws spaced 12 in. ❑C. When Item 6, resilient channels are used, 5/8 in, thick, 4 ft wide applied vertically, Screw attached furring channels with 1 in, long, self - drilling, self - tapping Type S or S -12 steel screws spaced 8 in, ❑C, vertical joints located midway between studs. AMERICAN GYPSUM CO -Types AGX -1, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -Type DBX -1 CERTAINTEED GYPSUM INC -Types EGRG or ProRoc Type C CERTAINTEED GYPSUM CANADA INC - ProRoc Type C FEDERAL GYPSUM CO - PlasterRock GEORGIA- PACIFIC GYPSUM L L C -Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC -Types LGFC6, LGFC -C, LGFC6A, LGFC2, LGFC2A, LGFC -C /A NATI ❑NAL GYPSUM CO -Types FSK -C, FSW, FSW -3, FSW -5, FSW -C, FSW -G, FSMR -C, FSW -6 (finish rating 20 min) PABC❑ BUILDING PRODUCTS L L C, DBA PABC❑ GYPSUM -Type C, PG -9, PG -11 or PG -C PANEL REY S A -Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -Type EX -1. TEMPLE - INLAND FOREST PRODUCTS CORP -Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C 2A. Walt and Partition Facings and Accessories -(As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in, ❑C at perimeter of panels and 8 in, ❑C in the field, Horizontal joints of vertically applied panels need not be backed by studs, Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed, QUIET S❑LUTI❑N INC -Type QuietRock QR -530 (finish rating 23 min). 2B, Gypsum Boarder -(As an alternate to Item 2) -5/8 in, thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. tong Type W coarse thread gypsum panel steel screws spaced a max 8 in. ❑C, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in, shank diam and 1/4 in, diam heads spaced 7 in. ❑C.. When used in widths of other than 48 in„ gypsum boards are to be installed horizontally. TEMPLE - INLAND FOREST PRODUCTS CORP - GreenGtas Type X (finish rating 23 min), 3. Joints and Nailheads - Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in, thick may be applied over the wallboard in addition to the specified joint treatment, 4, Batts and Blankets -(Not Shown) - Optional glass fiber insulation, CERTAINTEED CORP JOHNS MANVILLE INTERNATI ❑NAL INC ❑WENS CORNING Continued * CU RRENT SET AS OF 11 �20� 2008 * 4A, Fiber, Sprayed - As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product, Nominal dry density of 3.0 lb /ft3, Alternate application methods The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6,6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb /ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B, Fiber, Sprayed -As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material, The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product, Applied to completely fill the enclosed cavity, Minimum dry density of 4,3 pounds per cubic ft. NU-WOOL CO INC - Cellulose Insulation 4C. Batts and Blankets - Required for use with resilient channels, Item 6, 3 in, thick mineral wool baits, placed to fill interior of wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C, THERMAFIBER INC -Type SAFB 4D. Glass Fiber Insulation -(As an alternate to Item 4C> -3 in. thick glass fiber baits bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies, 4E. Batts and Blankets - (Required for use with Wall and Partition Facings and Accessories, Item ZA) -Glass fiber insulation, nom 3 -1/2 in, thick, min, density of 0,80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers, 5 Steel Framing Members (Optional, Not Shown) - Furring channels and Steel Framing Members as described below; a, Furring Channels - Formed of No. 25 MSG gale steel, 2 -3/8 in, wide by 7/8 in, deep, spaced 24 in. ❑C perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No, 18 SWG gale steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self - tapping #6 framing screws, min, 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel Wallboard attached to furring channels as described in Item 2, Ia. Steel Framing Members -used to attach furring channels (Item a) to studs (Item 1) Clips spaced 48 in. ❑C., and secured to studs with No. 8 x 2 -1/2 in, coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATI ❑NAL INC -Type RSIC -1, 6. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galy steel, spaced vertically 24 in, ❑C, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required 6A. Steel Framing Members -Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min, 1 -3/4 in, long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange, KEENS BUILDING PRODUCTS CO INC -Type RC Assurance, 7, Wall and Partition Facings and Accessories - (Optional, Not shown) - Nominal 112 .n. thick, 4 ft wide panels, for optional use as an additional t layer on one or both sides of the assembly. Panels attached in accordance with ma, , ufacturer's recommendations. When the OR-510 pane l i s installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 112 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET S ❑LUTI ❑N INC -Type QuietRock OR-510, 8. Cementitious Backer Units -(Optional Item Not Shown - For Use On Face Of i Hr With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in, or 1 in, thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in, for wood framing members spaced a max of 8 in, ❑C. When 4 ft, wide boards are used, horizontal joints need not be backed by framing. NATI ❑NAL GYPSUM CO -Type PermaBase 9, Non - Bearing Wall Partition Intersection -(Optional) Two nominal 2 by 4 in, stud or nominal 2 by 6 in, stud nailed together with two Sin, long 10d nails spaced a max. 16 in. ❑C, vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long 10d nails spaced a max 16 in. ❑C. vertically, Intersection between partition wood studs to be flush with the 2 by 4 in, studs. The wall partition wood studs are to be Framed by with a second 2 by 4 in. wood stud fastened with 3 in, long lOd nails spaced a max. 16 in, ❑C. vertically, Maximum one non - bear ire g wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall Bearing the UL Classification Mark APPROVED City of Rexburg • 4 ♦ a r+w' U W y U + I..L Q d' 0 �D d• 0 0 a! a. CD CD 0 N w w z w a r w Z r- a' 0 Z N ui M SPRINGHILL SUITES ,Aarn ott U) 0 ww U � 0 W w� O U) n_ � Q F- CD woz z O J �>_U Q � O Z � QIY Q Q m V �F-� W 0) Oww � Z � Q C7 p• w H O � z0� Q O Z �_ �WW � �wz � W Z w m i (D Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 � s •�- 1 v .. 4 L ' '!. No portion of this material may be reprinted in any form without the express written permission of Underwriters Laboratories Inc. Design No, U309 July 22, 2008 Bearing Wall Rating -1 HR. Finish Rating -See Items 2, 2A and 213 Load Restricted for Canadian Applications -See Guide BXUV7 1, Wood Studs -Nom 2 by 4 in., spaced 24 in. DC effectively firestopped. 2. Gypsum Boards -5/8 in, thick, 4 ft wide, applied either horizontally or vertically nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in, long, 0,0915 in, shank diam and 1/4 in, diam heads spaced 7 in, ❑C. Finish Rating 27 Min, When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members (Item 5) are used, wallboard attached to furring channels with 1 in, long Type S bugle -head steel screws spaced 12 in. ❑C. When Item 6, resilient channels are used, 5/8 in, thick, 4 ft wide applied vertically, Screw attached furring channels with 1 in, long, self - drilling, self - tapping Type S or S -12 steel screws spaced 8 in, ❑C, vertical joints located midway between studs. AMERICAN GYPSUM CO -Types AGX -1, AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -Type DBX -1 CERTAINTEED GYPSUM INC -Types EGRG or ProRoc Type C CERTAINTEED GYPSUM CANADA INC - ProRoc Type C FEDERAL GYPSUM CO - PlasterRock GEORGIA- PACIFIC GYPSUM L L C -Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6 LAFARGE NORTH AMERICA INC -Types LGFC6, LGFC -C, LGFC6A, LGFC2, LGFC2A, LGFC -C /A NATI ❑NAL GYPSUM CO -Types FSK -C, FSW, FSW -3, FSW -5, FSW -C, FSW -G, FSMR -C, FSW -6 (finish rating 20 min) PABC❑ BUILDING PRODUCTS L L C, DBA PABC❑ GYPSUM -Type C, PG -9, PG -11 or PG -C PANEL REY S A -Type PRX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -Type EX -1. TEMPLE - INLAND FOREST PRODUCTS CORP -Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG -C 2A. Walt and Partition Facings and Accessories -(As an alternate to Item 2, not shown) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in, ❑C at perimeter of panels and 8 in, ❑C in the field, Horizontal joints of vertically applied panels need not be backed by studs, Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed, QUIET S❑LUTI❑N INC -Type QuietRock QR -530 (finish rating 23 min). 2B, Gypsum Boarder -(As an alternate to Item 2) -5/8 in, thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. tong Type W coarse thread gypsum panel steel screws spaced a max 8 in. ❑C, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 6d cement coated nails 1 -7/8 in. long, 0.0915 in, shank diam and 1/4 in, diam heads spaced 7 in. ❑C.. When used in widths of other than 48 in„ gypsum boards are to be installed horizontally. TEMPLE - INLAND FOREST PRODUCTS CORP - GreenGtas Type X (finish rating 23 min), 3. Joints and Nailheads - Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in, thick may be applied over the wallboard in addition to the specified joint treatment, 4, Batts and Blankets -(Not Shown) - Optional glass fiber insulation, CERTAINTEED CORP JOHNS MANVILLE INTERNATI ❑NAL INC ❑WENS CORNING Continued * CU RRENT SET AS OF 11 �20� 2008 * 4A, Fiber, Sprayed - As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product, Nominal dry density of 3.0 lb /ft3, Alternate application methods The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6,6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb /ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B, Fiber, Sprayed -As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material, The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product, Applied to completely fill the enclosed cavity, Minimum dry density of 4,3 pounds per cubic ft. NU-WOOL CO INC - Cellulose Insulation 4C. Batts and Blankets - Required for use with resilient channels, Item 6, 3 in, thick mineral wool baits, placed to fill interior of wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C, THERMAFIBER INC -Type SAFB 4D. Glass Fiber Insulation -(As an alternate to Item 4C> -3 in. thick glass fiber baits bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies, 4E. Batts and Blankets - (Required for use with Wall and Partition Facings and Accessories, Item ZA) -Glass fiber insulation, nom 3 -1/2 in, thick, min, density of 0,80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers, 5 Steel Framing Members (Optional, Not Shown) - Furring channels and Steel Framing Members as described below; a, Furring Channels - Formed of No. 25 MSG gale steel, 2 -3/8 in, wide by 7/8 in, deep, spaced 24 in. ❑C perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No, 18 SWG gale steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self - tapping #6 framing screws, min, 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel Wallboard attached to furring channels as described in Item 2, Ia. Steel Framing Members -used to attach furring channels (Item a) to studs (Item 1) Clips spaced 48 in. ❑C., and secured to studs with No. 8 x 2 -1/2 in, coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATI ❑NAL INC -Type RSIC -1, 6. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galy steel, spaced vertically 24 in, ❑C, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required 6A. Steel Framing Members -Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min, 1 -3/4 in, long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange, KEENS BUILDING PRODUCTS CO INC -Type RC Assurance, 7, Wall and Partition Facings and Accessories - (Optional, Not shown) - Nominal 112 .n. thick, 4 ft wide panels, for optional use as an additional t layer on one or both sides of the assembly. Panels attached in accordance with ma, , ufacturer's recommendations. When the OR-510 pane l i s installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 112 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET S ❑LUTI ❑N INC -Type QuietRock OR-510, 8. Cementitious Backer Units -(Optional Item Not Shown - For Use On Face Of i Hr With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in, or 1 in, thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in, for wood framing members spaced a max of 8 in, ❑C. When 4 ft, wide boards are used, horizontal joints need not be backed by framing. NATI ❑NAL GYPSUM CO -Type PermaBase 9, Non - Bearing Wall Partition Intersection -(Optional) Two nominal 2 by 4 in, stud or nominal 2 by 6 in, stud nailed together with two Sin, long 10d nails spaced a max. 16 in. ❑C, vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long 10d nails spaced a max 16 in. ❑C. vertically, Intersection between partition wood studs to be flush with the 2 by 4 in, studs. The wall partition wood studs are to be Framed by with a second 2 by 4 in. wood stud fastened with 3 in, long lOd nails spaced a max. 16 in, ❑C. vertically, Maximum one non - bear ire g wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall Bearing the UL Classification Mark APPROVED City of Rexburg • 4 ♦ a r+w' U W y U + I..L Q d' 0 �D d• 0 0 a! a. CD CD 0 N w w z w a r w Z r- a' 0 Z N ui M SPRINGHILL SUITES ,Aarn ott U) 0 ww U � 0 W w� O U) n_ � Q F- CD woz z O J �>_U Q � O Z � QIY Q Q m V �F-� W 0) Oww � Z � Q C7 p• w H O � z0� Q O Z �_ �WW � �wz � W Z w m i (D Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 - GreenGtas Type X (finish rating 23 min), 3. Joints and Nailheads - Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. Gypsum plaster not more than 1/8 in, thick may be applied over the wallboard in addition to the specified joint treatment, 4, Batts and Blankets -(Not Shown) - Optional glass fiber insulation, CERTAINTEED CORP JOHNS MANVILLE INTERNATI ❑NAL INC ❑WENS CORNING Continued * CU RRENT SET AS OF 11 �20� 2008 * 4A, Fiber, Sprayed - As an alternate to Batts and Blankets (Item 4) -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product, Nominal dry density of 3.0 lb /ft3, Alternate application methods The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6,6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb /ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 4B, Fiber, Sprayed -As an alternate to Batts and Blankets (Item 4) and Item 4A - Spray applied cellulose insulation material, The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product, Applied to completely fill the enclosed cavity, Minimum dry density of 4,3 pounds per cubic ft. NU-WOOL CO INC - Cellulose Insulation 4C. Batts and Blankets - Required for use with resilient channels, Item 6, 3 in, thick mineral wool baits, placed to fill interior of wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C, THERMAFIBER INC -Type SAFB 4D. Glass Fiber Insulation -(As an alternate to Item 4C> -3 in. thick glass fiber baits bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in, face of the studs with staples placed 24 in, ❑C. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies, 4E. Batts and Blankets - (Required for use with Wall and Partition Facings and Accessories, Item ZA) -Glass fiber insulation, nom 3 -1/2 in, thick, min, density of 0,80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers, 5 Steel Framing Members (Optional, Not Shown) - Furring channels and Steel Framing Members as described below; a, Furring Channels - Formed of No. 25 MSG gale steel, 2 -3/8 in, wide by 7/8 in, deep, spaced 24 in. ❑C perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No, 18 SWG gale steel wire near each end of overlap, As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self - tapping #6 framing screws, min, 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel Wallboard attached to furring channels as described in Item 2, Ia. Steel Framing Members -used to attach furring channels (Item a) to studs (Item 1) Clips spaced 48 in. ❑C., and secured to studs with No. 8 x 2 -1/2 in, coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATI ❑NAL INC -Type RSIC -1, 6. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG galy steel, spaced vertically 24 in, ❑C, flange portion screw attached to one side of studs with 1 -1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required 6A. Steel Framing Members -Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 6) to one side of studs only. Clips attached at each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud with min, 1 -3/4 in, long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange, KEENS BUILDING PRODUCTS CO INC -Type RC Assurance, 7, Wall and Partition Facings and Accessories - (Optional, Not shown) - Nominal 112 .n. thick, 4 ft wide panels, for optional use as an additional t layer on one or both sides of the assembly. Panels attached in accordance with ma, , ufacturer's recommendations. When the OR-510 pane l i s installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 112 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. QUIET S ❑LUTI ❑N INC -Type QuietRock OR-510, 8. Cementitious Backer Units -(Optional Item Not Shown - For Use On Face Of i Hr With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in, or 1 in, thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in, for wood framing members spaced a max of 8 in, ❑C. When 4 ft, wide boards are used, horizontal joints need not be backed by framing. NATI ❑NAL GYPSUM CO -Type PermaBase 9, Non - Bearing Wall Partition Intersection -(Optional) Two nominal 2 by 4 in, stud or nominal 2 by 6 in, stud nailed together with two Sin, long 10d nails spaced a max. 16 in. ❑C, vertically and fastened to one side of the minimum 2 by 4 in, stud with 3 in. long 10d nails spaced a max 16 in. ❑C. vertically, Intersection between partition wood studs to be flush with the 2 by 4 in, studs. The wall partition wood studs are to be Framed by with a second 2 by 4 in. wood stud fastened with 3 in, long lOd nails spaced a max. 16 in, ❑C. vertically, Maximum one non - bear ire g wall partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall Bearing the UL Classification Mark APPROVED City of Rexburg • 4 ♦ a r+w' U W y U + I..L Q d' 0 �D d• 0 0 a! a. CD CD 0 N w w z w a r w Z r- a' 0 Z N ui M SPRINGHILL SUITES ,Aarn ott U) 0 ww U � 0 W w� O U) n_ � Q F- CD woz z O J �>_U Q � O Z � QIY Q Q m V �F-� W 0) Oww � Z � Q C7 p• w H O � z0� Q O Z �_ �WW � �wz � W Z w m i (D Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 • 4 ♦ a r+w' U W y U + I..L Q d' 0 �D d• 0 0 a! a. CD CD 0 N w w z w a r w Z r- a' 0 Z N ui M SPRINGHILL SUITES ,Aarn ott U) 0 ww U � 0 W w� O U) n_ � Q F- CD woz z O J �>_U Q � O Z � QIY Q Q m V �F-� W 0) Oww � Z � Q C7 p• w H O � z0� Q O Z �_ �WW � �wz � W Z w m i (D Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 Z 0 J Z ' 64t�sel 0 O N 0 N O Q 00 z�_0 V�� J O Q V � a� J (n =) �Z d J c/1< `- Z O�w moz �c � rn D p M a� O W, w M ilii F- � � ��z Z ozov� W Cn L 0 m 0 m n n m 0 W W Z 0 r 0_ Design No. U305 July 22, 2008 Bearing Wall Rating -1 HR. Finish Rating -See Items 3, 3A, 3D, 3E, 3F and 3G. STC Rating - 56 (See Item 9) Load Restricted for Canadian Applications -See Guide BXUV7 1, Wood Studs -Nom 2 by 4 in. spaced 16 In. OC max, effectively firestopped. 2. Joints and Nail -Heads - Exposed or covered with fiber tape and joint compound, except where required for specific edge configuration. For tapered, rounded -edge gypsum board, Joints covered with joint compound or fiber tape and joint compound. As an alternate, nom 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Nailheads exposed or covered with joint compound. 3. Gypsum Board* -5/8 In. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in, OC with 6d cement coated nails 1 -7/8 In. long, 0.0915 In. shank diam and 15/64 in. than heads. When used in widths other than 48 In., gypsum panels are to be Installed horizontally. For an alternate method of attachment of gypsum panels, refer to Item 6 or 6A, Steel Framing Members *. When Item 6, Steel Framing Members *, is used, gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. When Item 6A, Steel Framing Members *, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 In. OC. Face layer attached to furring channels with 1 -5/8 in. long Type 'S bugle -head steel screws spaced 12 in, ❑C. All Joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3, When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in. long, self - drilling, self - tapping Type S or S -12 steel screws spaced 8 in. OC, vertical joints located midway between studs. AMERICAN GYPSUM CO -Types AGX -1 (finish rating 23 min.), Type AGX -11 (finish rating 26 min) or Type AG -C BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO -Type DBX -1 (finish rating 24 min). CERTAINTEED GYPSUM INC -Type 1, Type SF3 (finish rating 20 min) or FRPC, ProRoc Type C or ProRoc Type X (finish rating 26 min), Type EGRG (finish rating 23 min) CERTAINTEED GYPSUM CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse- Resistant (finish rating 26 min) CANADIAN GYPSUM COMPANY -Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -Xl (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). FEDERAL GYPSUM CO - PlasterRock GEORGIA- PACIFIC GYPSUM L L C -Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9 (finish rating 26 min), Type C (finish rating 26 min), Type DGG (finish rating 20 min), Type GPFSl (finish rating 20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type DAP, Type DD (finish rating 20 min), DA. LAFARGE NORTH AMERICA INC -Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min), Type LGFC6 (finish rating 26 min), Type LGFC -C (finish rating 20 min), Type LGFC6A (finish rating 34 min), Type LGFC2A, Type LGFC -C /A, NATIONAL GYPSUM CO -Type FSK (finish rating 20 min), Type FSK -G (finish rating 20 min), Type FSW (finish rating 20 min), Type FSW -2 (finish rating 24 min), Type FSW -3 (finish rating 20 min), Type FSW -5 (finish rating 22 min), Type FSW -G (finish rating 20 min), Type FSK -C (finish rating 20 min), Type FSW -C (finish rating 20 min), Type FSMR -C, Type FSW -6 (finish rating 20 min). PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Types C, PG -2 (finish rating 20 min), PG-3 (finish rating 20 min), Types PG -3W, PG -5W (finish rating 20 min), Type PG -4 (finish rating 20 min), Type PG -6 (finish rating 23 min), Types PG -3WS, PG -5WS (finish rating 20 min), Types PG -5, PG -9 (finish rating 26 min), PG -11 or Type PG -C. PANEL REY S A -Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD -Type EX -1 (finish rating 26 min) TEMPLE- INLAND FOREST PRODUCTS CORP -Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X. UNITED STATES GYPSUM CO -Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -Xl (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX -G (finish rating 29 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). V -T R (finish rating 4 min) T (fl rating 4 min) T WRX (finish rating 4 min) Type WRC (finish rating 24 min) USG MEXICO S A DEC -Ty A is a g 2 Type C Wish a g 2 Type s a g 2 yp s g Type IP -Xl (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). * - - A, m oard (As an alternate to Item 3) 5/8 in, thick sum panels, with beveled square, or tapered edges, applied either horizontal) or vertical) 3 Gypsum B 9YP P - q � P 9 PP Y Y G y p sum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be Installed horizontally. AMERICAN GYPSUM CO -Types AGX -1 (finish rating 25 min,), Type AG -C (finish rating 25 min.), CANADIAN GYPSUM COMPANY -Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV (finish rating 24 min) , Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24 min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min). UNITED STATES GYPSUM CO -Type AR (finish rating 24 min), Type SCX (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -Xl (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type FRX -G (finish rating 24 min), Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). USG MEXICO S A DE C V -Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP -X1 (finish rating 24 min), Type FCV (finish rating 24 min), Type IP -X2 (finish rating 24 min), Type SHX (finish rating 24 min), Type SCX, Type IP -AR (finish rating 24 min), Type IPC -AR (finish rating 24 min). 3B. Gypsum Board* -(As an alternate to Item 3) -Nom 3/4 in. thick, Installed with 1 -7/8 In. long cement coated nails as described in Item 3 or 1-3/81n. long Type W coarse thread gypsum panel steel screws as described in Item 3A. CANADIAN GYPSUM COMPANY -Types AR, IP -AR. UNITED STATES GYPSUM CO -Types AR, IP -AR. USG MEXICO S A DE C V -Types AR, IP -AR. 3C. Gypsum Board* -(As an alternate to Items 3, 3A and 3B) - 5/8 in. thick, 2 ft wide, tongue and groove edge, applied horizontally to one side of the assembly. Installed with 1 -7/8 In. long cement coated nails as described in Item 3 or 1 -1/4 in. tong Type W coarse thread gypsum panel steel screws as described in Item 3A. Joint covering (Item 2) not required. CANADIAN GYPSUM COMPANY -Type SHX. UNITED STATES GYPSUM CO -Type SHX. USG MEXICO S A DE C V -Type SHX. 3D. Walt and Partition Facings and Accessories* -(As an alternate to Items 3, 3A, 3B and 3C, not shown) - Nominal 5/8 in, thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1 -5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 In. OC in the field. Horizontal Joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two Layers of joint compound. Batts and Blankets placed In stud cavity as described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed, QUIET SOLUTION INC -Type QuietRock DR-530 (finish rating 23 min). 3E. Gypsum Board* -(As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1 -5/8 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 1 -112 in, wide, max 10 ft long with a max thickness of 0.125 in. placed on the face of studs and attached to the stud with two 1 in. long Type S -12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs or tabs may be used In lieu of or in addition to the lead batten strips or optional at other locations. Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1 -1/4 in, by max 0,125 In. thick lead tabs placed on gypsum boards underneath screw locations prior to the Installation of the screws. Lead batten strips to have a purity of 99.9% meeting the Federal specification 00- L -201f, Grade "C' RAY -BAR ENGINEERING CORP -Type RB -LBG (finish rating 24 min). 3F, Gypsum Board* -(As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) -5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1 -1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed 7 in. OC with 6d cement coated nails 1 -7/8 in. long, 0.0915 in. shank diam and 15/64 In. diam heads. When used in widths of other than 48 in., gypsum boards are to be Installed horizontally, Joints and nail heads treated as described in Item 2, TEMPLE-INLAND FOREST PRODUCTS CORP - GreenGlas Type X (finish rating 23 min). 3G. Gypsum Board* -(As an alternate to Items 3, 3A, 3B, 3C, 3D, 3E and 3F) - 5/8 in. glass -mat faced with square edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC around the perimeter and in the field with 6d cement coated nails 1 -7/8 in. long, 0.0915 In, shank diam and 15/64 in. diam heads. Nails shall be placed I Inch and 3 Inch from horizontal joints and 7 inch OC thereafter. UNITED STATES GYPSUM CO -Type USGX (finish rating 22 min.) 4. Steel Corner Fasteners - (Optional) -For use at wall corners. Channel shaped, 2 In. long by 1 in. high on the back side with two 1/8 In. wide cleats protruding into the 5/8 in. wide channel, fabricated from 24 gauge gale steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 in. from corner of gypsum board, max spacing 16 in. DC. Nailed to adjacent stud through tab using one No. 6d cement coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d cement coated naps. 5. Batts and Blankets* - (Optional - Required when Item 6A Is used ) Glass fiber or mineral wool Insulation. Placed to completely or partially fill the stud cavities. When Item 6A is used, glass fiber or mineral wool Insulation shall be placed to completely fill the stud cavities and shall be secured to the studs 24 in. OC with staples, nails or screws. CERTAINTEED CORP GUARDIAN FIBERGLASS INC JOHNS MANVILLE INTERNATIONAL INC KNAUF INSULATION GMBH OWENS CORNING HT INC, DIV OF ❑WENS CORNING - Corning Fiberglas Corp. Continued Copyright©1995 -2008 Underwriters Laboratories Inc, AU rights reserved. No portion of this material may be reprinted in any form without the express written permission of Underwriters Laboratories Inc. i J GA FILE NO. CM 1850 C GYPSUM WALLBOARD, STEEL COLUMN COVER Base layer 5 /8" type X gypsum wallboard applied around TS8x8x0.250 tube steel column and held in place with paper masking tape. Face layer either No. 24 MSG galvanized steel column cover consisting of two L- shaped sections with snap -lock sheet steel joints or No. 22 MSG galvanized steel column covers consisting of two L- shaped sections with lap joints fastened with No.8x' /2" sheet metal screws 12" o.c. A Ul DESIGN X526; B Ul DESIGN X305: ROCK WOOL MANUFACTURING CO -Delta Board. ROXUL INC THERMAFIBER INC -Type SAFB. 5A. Fiber, Sprayed* -(Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) -Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb /ft3. Alternate application method The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely Fill, the enclosed cavity in accordance with the application instructions supplied with the product, Nominal, dry density of 2.5 lb /ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon -FRM (Fire Rated Material) 5B. Fiber, Sprayed* -(Not shown - Not for use with Item 6A ) As an alternate to Batts and Blankets (Item 5) and Item 5A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 5C. Batts and Blankets* - Required for use with resilient channels, Item 7, 3 in, thick mineral wool batts, placed to FILL interior of wall, attached to the 4 in. face of the studs with staples placed 24 In. ❑C. THERMAFIBER INC -Type SAFB 5D. Glass Fiber Insulation -(As an alternate to Item 5C) -3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and /or Fire Resistance, placed to fill the interior of the wall, attached to the 4 in. face of the studs with staples placed 24 in. ❑C. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 5E. Batts and Blankets* - (Required for use with Walt and Partition Facings and Accessories, Item 3D) -Glass fiber insulation, nom 3 -1/2 in, thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction - fitted to completely fill the stud cavities, See Batts and Blankets Category (BKNV) for names of manufacturers. 6. Steel Framing Members (Optional, Not Shown)* - Furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galy steel. 2 -3/8 in, wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described In Item b. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No. 18 SWG gaty steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in, and secured together with two self- tapping #6 framing screws, min, 7/16 in, long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* -Used to attach furring channels (Item 6a) to studs. Clips spaced 48 in. DC, RSIC -1 clips secured to studs with No. 8 x 2 -1/2 in, coarse drywall screw through the center grommet. RSIC -V clips secured to studs with No. 8 x 1 -1/2 in, coarse drywall screw through the center hole. Furring channels are friction fitted Into clips. PAC INTERNATIONAL INC -Types RSIC -1, RSIC -V. 6A, Steel Framing Members (Optional, Not Shown)* - Furring channels and Steel Framing Members on one side of studs as described below a. Furring Channels - Formed of No. 25 MSG gate steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No. 18 SWG galy steel wire near each end of overlap. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 3. b. Steel Framing Members* -used to attach furring channels (Item 6Aa) to one side of studs only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2 -1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC -Type Isomax. ATE 7. Furring Channel - Optional - Not Shown - For use on one side of the wall - Resilient channels, 25 MSG gale steel, spaced vertically 24 in. OC, flange portion screw - LU attached to one side of studs with 1 -1/4 In. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 5C or of U U 5D is required. A Cn Q� 0 7A. Steel Framing Members* - Optional - Not Shown - Used as an alternate method to attach resilient channels (Item 7) to one side of studs only, Clips attached at co J E J each intersection of the resilient channel and the wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud = 0 Cl) W with min. 1 -3/4 in. long diamond shaped point, double lead Phillips head steel screws through the center hole of the clip and the resilient channel flange. a U) O to d KEENE BUILDING PRODUCTS CO INC -Type RC Assurance, _ 0 x a W O rr^ V; F- mzr co 0 O �t O �� Oro Z 8. Caulking and Sealants -(not shown, optional) A bead of acoustical sealant applied around the partition perimeter for sound control. m w 5� I W O Z 9, STC Rating -The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1 through 6, except: 0 Z O A. Item 2, above - Naitheads Shall be covered with joint compound. 00 fy - 0 J J } U Q B. Item 2, above - Joints As described, shall be covered with fiber tape and joint compound. Z F- Z 2 W C. Item 5, above - Batts and Blankets* The cavities formed by the studs shall be friction fit with R -19 unfaced fiberglass insulation baits measuring 6 -1/4 in. thick O U Z e-% and 15 -1/4 in. wide, D. Item 6, - Steel Framing Members* Type RSIC -1 be to board to the :D I- H ZZ above clips shall used attach gypsum studs on either side of wall assembly. Q E. Item 8, above - Caulking and Sealants (not shown) A bead of acoustical sealant shall be applied around the partition perimeter for sound control. Q CO < F. Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item 6A), not evaluated as alternatives for obtaining STC rating. J V X Ll_ F- 10. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominat 112 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both 0 w W W W sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR -510 panel is installed between the wood framing and the UL U) iUj LU _ Classified gypsum board, the required UL Classified gypsum board layer(s) is /are to be installed as indicated as to fastener type and spacing, except that the Q W = F- required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required Layer(s) of UL Classified Gypsum Board. H U F- QUIET S❑LUTI❑N INC -Type QuietRock QR -510, Z Z 0 H W H ~ 0 d ~ 11, Cementitious Backer Units* - (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard Items Required) - 1/2 in., 5/8 in., 3/4 in, or 1 in. thick, F- LL min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to by 3/8 in. for framing 3/4 in, for wood framing members spaced a max of 8 in. ❑C. When 4 ft. J 0 z O � penetrate stud a minimum of steel members, and a minimum of boards horizontal be backed by framing. (� wide are used, joints need not L IX NATIONAL GYPSUM CO -Type PermaBase =5 m O = d �- to W - Partition Intersection (Optional) 2 by 4 in. 2 by 6 in. together two 3 in. long 10d UJ Z R O B earing Wall - -Two nominal studs or nominal studs nailed with nails spaced a 12, No G W Z max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max. 16 in. OC. vertically. Intersection between framed by 2 by 4 in, fastened 3 in, = O partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be with a second wood stud with Long 10d nails spaced a max. 16 in. ❑C. vertically. Maximum one non - bearing watt partition intersection per stud cavity. Non - bearing wall partition stud depth shall be at a Z W W minimum equal to the depth of the bearing wall. Q U *Bearing the UL Classification Mark W Hcc0 Y t if 5 4 r y F x � -- --- -------- --- -- - --- -- ----- -- -------- - ----- --- -- --- -- -- --- - - -- .,x. -�.M48 ��+. 4�.. bt- J.- I, A- I-, E- hd. �. J,. 1, hl, rl,- SJ- J:. 4l+ �I,. �.',..., �- 1w,. �- J-.-0-. 1-+ 4. J�4JJ- J-.',- 1. 4:,' �.x- %c•• %.h•4,�•J•- .ad.�,J�FJ -4 d,^.I�.,xJ. I SPRINGHILL SUITES Aarnott Fire Test: UL NC505- (1 -6), 71 NK2639, 12- 23 -75; UL NC505, 77NK15 UL Design X526 p,R Hlt APPROVED City of Rexburg I V' 0 �0 C OD F- D 0 0 M IL 0 0 (U 4 W w D Z w > r H o' w Z Z) 2 o' Z z 0 Cu U') m 0 Z H O .z - - 1 '0 taS�' ARC '`'L IS 004b -I' OV O_ / of Q A Cn Q� V/ W ~ co J E J N = 0 Cl) Z a U) _O CU U a W O rr^ V; a mzr co 0 O �t O �� Oro � Q m w 5� I Z DOUG W W) -,o LL sIX a 00 fy - 0 - - 1 '0 taS�' ARC '`'L IS 004b -I' OV * I REFERENCE NOTES t M M �D n r M 0 OD w z 0 a CD 0 OD OD 0 0 a 0 0 N W H N W Z) Z w > } W > Z S F 0 Z 0 Cu Ln M SPRINGHILL SUITES Aa FC� v U) wW U W U) W(L a 0 O� Q H m ,, Z o z U MZO Z c 0 zor QQX W 0 WWw myP cj � U� Z F- Q O f a H'S LL \� z0o z � oww w m Oaw <LU Z�F O �Wz =O ° z ° w LU HBO 00 0 N C) N r LL _ 1. REFER TO DESIGN AND CONSTRUCTION Q Cn C9 0 W QZUO = w o f UaCQ STANDARDS FOR MINIMUM STC RATINGS N QU n co U 0 W in FOR ALL SPACES. Q Z w -na 2. ATTENTION SHOULD BE PAID TO IMPACT 'i = LU U�Q 0 U) Q Z (n UJI U O W O UJ0 NOISE AT FLOOR SYSTEMS. U I Z > ° o - O ` "ace � y V! T LU ROOF FINISH PER SPECIFICATIONS w m Q 2 F `L LU 4Z o zooU� wU� >O Lij C C -�k J'- �cra0 INSULATION AT BOTTOM OF ROOF CAVITY PER SPECIFICATIONS (2) IAYERS 1/2" TYPE 'X' GYP. BD. ATTACHED TO UNDERSIDE OF TRUSS MEMBERS TYPICAL ROOF /CEILING ASSEMBLY HORIZONTAL U SEPARATION TYPE: I - HR ROOF /CEILING ASSEMBLY SCALE: 1 112" = 1' -0" UL DE51GN NO.: GA FILE NO.: RC -2602 5TC RATING: FLOOR FINISH PER IFI 1" GYPSUM CONCRETE FLOOR - -- TOPPING - - - - - - FLOOR FINISH PER IFI 1" GYPSUM CONCRETE FLOOR - -(_- _ -- - - - - -- --- TOPPING - - - t, � � 1 1 12M 3 1/2" GLASS FIBER INSULATION AT BOTTOM OF FLOOR CAVITY 3 1/2" GLASS FIBER INSULATION AT BOTTOM OF FLOOR CAVITY (1) LAYER 1/2" TYPE'X' GYP. BD. O/ RESILIENT CHANNELS PLACED AT 16" (2) LAYERS 1/2" TYPE 'X' GYP. BD. O/ RESILIENT CHANNELS PLACED AT CH�� 4 O.C. ATTACHED TO UNDERSIDE OF 16" O.C. ATTACHED TO UNDERSIDE STRUCTURAL MEMMBERS OF STRUCTURAL MEMMBERS Z � PROVIDE MINERAL WOOL OR OTHER PROVIDE MINERAL WOOL OR OTHER NONCOMBUSTABLE INSILATION NONCOMBUSTABLE INSILATION P ALONG LENGTH OF EACH JOIST PER NOTE: ALONG LENGTH OF EACH JOIST PER NFPA 13,4-1311 (EXCEPTION 6) BASED ON ESR 1153, NFPA 13,4-1311 (EXCEPTION 6) S rATE ASSEMBLY B. OPTION 2 TYPICAL CORRIDOR FLOOR/CEILING ASSEMBLY TYPICAL GUEST ROOM FLOOR/CEILING ASSEMBLY C ity of Rexburg HORIZONTAL Q HORIZONTAL wz�� SEPARATION TYPE: SEPARATION TYPE: I - HR FLOOR/CEILING A55EM13LY I - HR FLOOR/CEILING A55EM13LY ET AS OF 11 5CALE: 1 1/2" = 1' -0" E5 REPORT NO.: ER -3433 SCALE: 1 1/2" = 1' -0" E5 REPORT NO.: E5R -1 153 �$ _ 5TC RATING: 50 5TC RATING: 56 PURRENT IIC RATING: 50 IIC RATING: 50 -54 t M M �D n r M 0 OD w z 0 a CD 0 OD OD 0 0 a 0 0 N W H N W Z) Z w > } W > Z S F 0 Z 0 Cu Ln M SPRINGHILL SUITES Aa FC� v U) wW U W U) W(L a 0 O� Q H m ,, Z o z U MZO Z c 0 zor QQX W 0 WWw myP cj � U� Z F- Q O f a H'S LL \� z0o z � oww w m Oaw <LU Z�F O �Wz =O ° z ° w LU HBO �� N Az 005 rq 1'E F 00 0 N C) N r LL 0 Q Cn C9 0 W QZUO = w o f UaCQ J O N QU n co U 0 W in ZJU - aJ Q Z w -na 'i = LU U�Q 0 U) Q Z (n UJI U O W O UJ0 I U I Z > ° o - O ` "ace � y V! T LU •R, w m Q 2 F `L LU 4Z o zooU� wU� >O Lij LL �cra0 �� N Az 005 rq 1'E F 4' DIA. (OR SMALLER) STEEL PIPE (SHEDULE 10 OR HEAVIER), COPPER PIPE, EMT OR STEEL CONDUIT ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 3.5/6' STEEL STUDS 24' O/C WITH 1' TYPE S DRYWALL SCREWS 8" O/C AT VERTICAL JOINTS AND 12' O/C AT FLOOR AND CEILING RUNNERS AND INTERMEDIATE STUDS, JOINTS STAGGARED 24' ON EACH SIDE AND ON OPPOSITE SIDES, SOUNDTESTED WITH 3.1/2' GLASS FIBER FRICTION FIT IN STUD SPACE. (NLB) 1 HOUR FIRE 45 TO 49 STC SOUND THICKNESS1 4.7 / 8' APPROX. WEIGHT: 6 PSF FIRE TEST- SEE WP 1200 (FMWP-45, 6-19-68j OSU T-1770, 8-61; ULC 79T484, 79T500, 79T497, 8-12-81, DESIGN W415) SOUND TEST: NRCC 816 -NV, 2 -3 -81 ONE HOUR RATED ASSEMBLY GA FILE #WP 1072 GYPSUM WALLBOARD, WOOD STUDS UL SYSTEM No,WL1052 METAL PIPE THROUGH t-HR,GYPSUM WALL F RATING = 1 - HR. T RATING = 0 - HR. SECTION A 5/8' TYPE 'X' GYPSUM BOARD TWO LAYERS ON 2 HR, WALLS ELECTRICAL OUTLET BOXY SOUND BATT WHERE APPLICABLE 2x WOOD STUDS // 5/8' TYPE 'X' GYPSUM BOARD 30' HIGH - TWO LAYERS ON 2 HR. WALLS 5/8' TYPE 'X' GYPSUM BOARD OUTLETS CLOSER THAN 24" O/C, 1PENETRATI 5/8' TYPE 'X' GYPSUM BOARD TWO LAYERS ON 2 HR, WALLS ELECTRICAL OUTLET BOX 5/8' TYPE 'X' GYPSUM BOARD TWO LAYERS AT 2 HR, WALLS ELECTRICAL OUTLET BOX SOUND BATT WHERE APPLICABLE 5/8' TYPE 'X' GYPSUM BOARD 30' HIGH - TWO LAYERS ON 2 HR, WALLS 5/8' TYPE 'X' GYPSUM BOARD 2x WOOD STUDS OUTLETS ON SAME STUD 2x WOOD 2x SOLID BLOCKING 5/8' TYPE 'X' GYPSUM BOARD - AT BLOCKING TWO LAYERS ON 2 HR, WALLS SOUND BATT WHERE APPLICABLE 5/8' TYPE 'X' GYPSUM BOARD TWO LAYERS ON 2 HR. WALLS 2x WOOD STUDS LIGHT FIXTURE BOXES BACK T BACK 5/8' TYPE TWO LAYE ELECTRID I-HR FIREWALL ELECTRICAL BOX PENETRATIONS SCALE 1.112' = 1' - 0' UL SYSTEM No,FC2017 PLASTIC PIPE THROUGH I-HR,WOOD FLOOR ASSEMBLY F RATING = 1 - HR. T RATING = 1 - HR. I' DIA. (OR SMALLER) CPVC OR POLYBUTYLENE (PB) PIPE (CLOSED PIPING SYSTEM ONLY) "M R R P SUBFLOOR WITH DISH FLOOR OF LUMBER, PLYWOOD FLOOR TOPPING MIXTURE OD JOISTS I HOUR FLOOR/CEILING ASSEMBLY SIGN No,UL It L534 iLL TOP PLATE E HOUR RATED GYPSUM WALL ASSEMBLY OUTLETS ON SAME STUD SECTION A PLAN VIEW --------- (— MIN, 3/4' DEPTH FS 611A PROVIDE A GENEROUS BEAD OF FS 611A AT THE TOP PLATE NOTE: MAXIMUM DIAMETER OF FLOOR OPE NING IS 2' ANNULAR SPACE = MIN. 1/16' TO MAX, 5/8' INSTALLATION INSTRUCTIONS FOR UL No, FC2017 STEP I - PREPARATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 - FIRESTOP SEALANT AT SUBFLOOR: Apply a minimum 3/4' depth of FS 611A in the annular space between the pipe and the subfloor. Too[ the sealant with a putty knife to push it in place and smooth the surface. STEP 3 - FIRESTOP SEALANT AT TOP PLATE: Apply a generous bead of FS 611A in the annular space between the pipe and the top plate. Too[ the sealant with a putty knife. Leave both completed seals undisturbed for 48 hours. LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE WOOD JOISTS ONE HOUR FLOOR/CEILING ASSEMBLY DESIGN No,UL # L534 GYPSUM WALLBOARD, STEEL STUDS I HR, FIRE RATED GYPSUM WALL ASSEMBLY FRONT VIEW 10' DIA, (OR SMALLER) STEEL PIPE, 4' DIA. (OR SMALLER), COPPER A PIPE, EMT OR STEEL F ------- PENETRATION DETAIL SCALE 1,112 = 1 - 0" NTJTE NOMINAL AN NULAR SPACE OF 3/4' REQUIRED INSTALLATION INSTRUCTIONS FOR UL No, WL1052 STEP I - PREPARATION All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials, STEP 2 - FIRESTOP SEALANT: Apply a minimum 5/8' depth of FS601 in the annular space between the wait and the pipe on both sides and toot it with a putty knife until flush with the surface. Too( excess sealant beyond the perimeter of the opening 112' onto each wall surface, Leave completed seat undisturbed for 48 hours, UL SYSTEM No,FC1008 METAL PIPE/CONDUIT THROUGH I-HR.WOOD FLOOR ASSEMBLY F RATING = I T RATING = 1 - HR. WALL TOP PLATE ONE HOUR RATED GYPSUM WALL ASSEMBLY CROSS SECTIONAL VIEW y MIN, 3/4' DEPTH FS 601 RG59 COAXIAL CABLE, MAX, 8/C No.22 AWG TELEPHONE CABLE, OR MAX, 2/C No.12 AWG CABLE, I' GYPSUM LINER PANEL, SET BETWEEN USG 'C H' STUDS 24' o/c, SHUT SIB[ 3/4' GYPC"'TE 1 FLOOR SHEATHING 5/8' TYPE 'C' GYP,BRD, USG STEEL STUD 212CH20 at 24' o/c, (USE 400CH20 AND 600CH20 STUDS AS REQUIRED WHERE NECESSARY TO PROVIDE ADEQUATE INTERIOR SPACE WITHIN WALL FOR PIPES OR DUCTS) NOTE1 DETAIL APPLIES AT FIREPLACE FLUE SHAFTS AS WELL AS FURNACE COMB,AIR AND FLUE SHAFTS AT SECOND FLOOR (FIRST FLR,CEILING) ONE HR, CEILING RUNS THROUGH FORMING BOTTOM OF SHAFT, ALL SHAFT PENETRATIONS SHALL BE PROTECTED AS UL DES. WL1052 SHOWN THIS SHEET, ONE HOUR RATED ASSEMBLY UL DES. 0465 SHAFT WALL DETAIL SCALE 1,112' = 1' OPTIONAL UL SYSTEM No,FC3011 CABLE OR CABLE BUNDLE THROUGH I-HR,WOOD FLOOR ASSEMBLY F RATING = I T RATING = I LUMBER OR PLYWOOD SUBFLOOR WITH FINISH FLOOR OF LUMBER, PLYWOOD OR FLOOR TOPPING MIXTURE WOOD JOISTS ONE HOUR FLOOR/CEILING ASSEMBLY DESIGN No,UL # L534 PROVIDE A GENEROUS BEAD WALL TOP PLATE OF FS 601 AT THE TOP PLATE ONE HOUR RATED GYPSUM WALL ASSEMBLY NOTE: ANNULAR SPACE = MIN, 1/8' TO MAX. 3/8'. INSTALLATION INSTRUCTIONS FOR UL No, FC1008 STEP I - PREPARATION All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 - FIRESTOP SEALANT AT SUBFLOOR! Apply a minimum 3/4' depth of FS 601 in the annular space between the pipe and the subftoor. Tool the sealant with a putty knife to push it in place and smooth the surface. STEP 3 - FIRESTOP SEALANT AT TOP PLATE: Apply a generous bead of FS 601 in the annular space between the pipe and the top plate. Too( the sealant with a putty knife. Leave both completed seals undisturbed for 48 hours. An PLAN VIEW MIN, 3/4' DEPTH FS 611A PROVIDE A GENEROUS BEAD OF FS 611A AT THE TOP PLATE NOTE: MAXIMUM DIAMETER OF FLOOR OPENING I S 2 CABLES TO FILL A MAX, OF 157 OF CROSS SECTIONAL AREA OF OPENING, INSTALLATION INSTRUCTIONS FOR UL No, FC3011 STEP I - PREPARATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 - FIRESTOP SEALANT AT SUBFLODR� Apply a minimum 3/4' depth of FS 611A in the annular space between the pipe and the subftoor. Toot the sealant with a putty knife to push it in place and smooth the surface. STEP 3 - FIRESTOP SEALANT AT TOP PLATE: Apply a generous bead of FS 611A in the annular space between the pipe and the top plate. Toot the sealant with a putty knife. Leave both completed seats undisturbed for 48 hours, SECTION A-A ONE LAYER 5/8' TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH SIDE OF 2x4 WOOD STUDS 24' D.C. WITH 6d COATED NAILS, L7/8' LONG, 0,0915' SHANK, 1/4' HEADS, 7 O/C JOINTS STAGGARED 24" ON OPPOSITE SIDES. (LOAD BEARING) 0 U- U- 1 HOUR FIRE 35 TO 39 STC LU 0 W- SOUND THICKNESS; 4.7 / e' APPROX. WEIGHT 7 PSF FIRE TEST: UL R3501-47, -48, 9-17-65, DESIGN U309j UL R1319-129, F- z 2 7-22-70, DESIGN U314 SOUND TEST NGC 2404, 10-14-70 ONE HOUR RATED ASSEMBLY GA FILE #WP 35?0 rn < 0 2xI0 J31ST OR HEADER FURRING CHANNEL AS USG RC-1 at 24' o/c, 5/8' TYPE 'C' GYP,BRD, U.L. SYSTEM No,WL5029 INSULATED METAL PIPE THROUGH 2-HR,GYPSUM WALL F RATING = 2 T RATING = 1 - HR, MIN11/4' DEPTH FS 611A 2 HR, FIRE RATED GYPSUM WALL ASSEMBLY FRONT VIEW 4' DIA, (OR SMALLER) STEEL PIPE (SCHEDULE 40 DR HEAVIER), COPPER [—A PIPE, EMT OR STEE ....... MAX, I' THICK GLASS L FIBER INSULATION WITH A AN ALL SEVICE JACKET NOTE: MAXIMUM DIAMETER OF OPENING IS 7.5/P' ANNULAR A = MIN. I INSTALLATION INSTRUCTIONS FOR UL No, WL5029 STEP I - PREPARATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 - FIRESTOP SEALANT; Apply a minimum 1,1/4' depth of FS611A in the annular space between the wall and the pipe on both sides and toot it with a putty knife until flush with the surface. Tool excess sealant beyond the perimeter of the opening 112' onto each wait surface, Leave completed seal undisturbed for 48 hours. 4 C) W Cc co CD M 00 Ili z n. C) 'ID 'IT co > a. N Ld D z W > > z F- W r z CD N U') (y) SPRINGHILL SUITES Aarnott SECTION A-A 00 Ld Uj 0 W 5 > 0 W 0 W 0 U- U- a) < LU 0 W- < w F- M Uj 3: uj of CC z W LU 0 z Z 0 0 F- z 2 (n z O� 0 Uj Z 0 Uj rn < 0 z < e LL I < V- X 0 0 LLj LLj LLJ Uj Cf) U) cr- W Z L]j � U W � < 0 e- - OZ < z 0 a-cn I CO 0 ca 1: Cf Uj F- Q om ' 100 < CL U- C) I 0 (D �e z 0 it CW 1 �- Uj Uj 0 a' = C13 X 0 LU CC LU W Q z� a W V5 LLJ —2 0 : 5; 0 0 Cn LLJ dr- Uj UJ z :C 0 F- 0 Uj W z rf) a) Q j Uj TWO W 0 SECTION A-A 00 (V LL- 0 a) < co U) Ljj Z CD I:) r Z P: 0 < q 3: uj of CC 0 W >- Cf) LLJ 0 IC/) 0 U) COZ Uj z I < V- z U) Z M OW =o- — W Cl) Z Z L]j � U W � O e- - OZ < C a— ii a)uj Uj C-) a-cn I CO 0 ~Z Q om ' - ch C)OO C) I C) c) CW 1 �- Uj Uj Uj z Uj - 2 LU �M Z W < < z z a 0 U.. U- C '� - W V5 LLJ —2 0 : 5; 0 0 Cn LLJ dr- Uj LL U) W CL a SECTION A-A SECOND FLOOR CODE PLAN I/ I G" = 1'-0" EMPLOYEE BREAK RM. A -3 (ASSEMBLY) 1/15sf 126sf 9occ (1 MEANS OF EGRESS REQ'D.) HOUSELAUNDRY B (BUSINESS) 1 /100sf 472sf 5occ (1 MEANS OF EGRESS REQ'D.) A -2 (POOL) 1 /50sf 535sf 10occ (POOL DECK) 1/15sf 1124 74 TOTAL 84 (2 MEANS OF EGRESS REQ'D.) m krCKn3l, IFit3LC IUIU.1) MAX. EXIT ACCESS TRAVEL DISTANCE: 250 FT 175' (PER IBC TABLE 1016.1) (A and R OCCUPANCIES, W/ SPRINKLER SYSTEM) MAX. COMMON PATH OF EGRESS: 75 FT 39' -0" (PER IBC 1014.3) REQUIRED EXIT WIDTH (STAIRS /OTHER): 44 "744" 54 "/60" (PER IBC TABLE 1005.1 OR PER MIN. PER 1008.1.1 and 1009.1) TYPICAL CORRIDOR WIDTH: 60" CO NFERENCE A -2 (ASSEMBLY) 1/15sf 1287sf 86occ (2 MEANS OF EGRESS REQ'D, PER MODULE 14) x MIN. NUMBER OF EXITS: 2 2 (PER IBC TABLE 1019.1) MAX. EXIT ACCESS TRAVEL DISTANCE: 250 FT 151' (PER IBC TABLE 1016.1) (A and R OCCUPANCIES, W/ SPRINKLER SYSTEM) MAX. COMMON PATH OF EGRESS: 75 FT 54' -0" (PER IBC 1014.3) REQUIRED EXIT WIDTH (STAIRS /OTHER): na/44" na/60" (PER IBC TABLE 1005.1 OR PER MIN. PER 1008.1.1 and 1009.1) TYPICAL CORRIDOR WIDTH: 60" * CURRENT SET AS OF 11 11111111111111 OCCUPANCY TYPE AREA/ OCC. (FROM IBC TABLE 1004.1.1) FACTOR LOAD ® RESIDENTIAL / COMMERCIAL 16,931/200 86 ® ACCESSORY STOR. /MECH. 420/300 2 TOTAL 3 88 REFERENCE NOTES CODE ANALY515 THE FOLLOWING CODE ANALYSIS WAS DEVELOPED BASED ON THE 2006 IBC, A FICTITIOUS SITE AND MINIMAL DISCUSSIONS WITH A SINGLE JURISDICTION. THIS ANALYSIS IN NO WAY RELEASES THE ARCHITECT OF RECORD FROM THEIR RESPONSIBILITY OF INTERPRETING THE FOLLOWING INFORMATION FOR THE DEVELOPMENT OF THEIR OWN CODE ANALYSIS BASED ON THE REAL SITE CONDITIONS, LOCAL JURISDICTION AND RELATIVE CODE REQUIREMENTS. PROTOTYPE A: 4 STORY, TYPE V -A CONSTRUCTION BUILDING DATA: CONSTRUCTION TYPE: TYPE V -A (SPRINKLERED NFPA - 13) OCCUPANCY: MIXED OCCUPANCIES - NONSEPARATED USES (PER 302) ALLOWABLE HEIGHT and BUILDING AREAS (PER TABLE 503, Type VA): Height (Feet): 50 AREA (SF) 1st FLR: (A -2, A -3, B, R -1) 17,518 2nd FLR: (R -1) 15,840 3rd FLR: (R -1) 15,840 4th FLR: (R -1) 15,840 TOTAL 65,038 SF REFERENCE NOTES CODE ANALY515 THE FOLLOWING CODE ANALYSIS WAS DEVELOPED BASED ON THE 2006 IBC, A FICTITIOUS SITE AND MINIMAL DISCUSSIONS WITH A SINGLE JURISDICTION. THIS ANALYSIS IN NO WAY RELEASES THE ARCHITECT OF RECORD FROM THEIR RESPONSIBILITY OF INTERPRETING THE FOLLOWING INFORMATION FOR THE DEVELOPMENT OF THEIR OWN CODE ANALYSIS BASED ON THE REAL SITE CONDITIONS, LOCAL JURISDICTION AND RELATIVE CODE REQUIREMENTS. PROTOTYPE A: 4 STORY, TYPE V -A CONSTRUCTION BUILDING DATA: CONSTRUCTION TYPE: TYPE V -A (SPRINKLERED NFPA - 13) OCCUPANCY: MIXED OCCUPANCIES - NONSEPARATED USES (PER 302) ALLOWABLE HEIGHT and BUILDING AREAS (PER TABLE 503, Type VA): Height (Feet): 50 Height (Stories) Area (SF) A -2 BUFFET, KITCHEN 2 11,500 A -3 MEETING ROOMS, HOTEL LOBBY 2 11,500 B HOTEL OFFICES, BACK OF HOUSE 3 18,000 R -1 GUESTROOMS - TRANSIENT 3 12,000 ALLOWABLE BUILDING HEIGHT 2 STORIES, 50 FEET BUILDING HEIGHT MODIFICATIONS (IBC 504.1): SPRINKLERS (IBC 504.2): ( + OR 4 STORIES, 60 FEET ROOF STRUCTURE (IBC 504.3) +20 FEET ABOVE ALLOWABLE HEIGHT ACTUAL BUILDING HEIGHT 4 STORIES, 44 FEET 5 INCHES ALLOWABLE BUILDING AREA: 11 ,500 SF / FLOOR BUILDING AREA MODIFICATIONS (IBC 506.1): If= 100[F/P- 0.25]W/30 (IBC 506.2) If= 100[760/760- 0.25]30/30 If= 100[0.75]1 = 75 Is =200 (IBC 506.3) Aa= At +[At If /100] +[At Is /100] Aa =11, 500 +[11,500(75) /100] +[11,500(200)/100] Aa= 11,500 +8,625 +23,000 = 43,125 SF AREA DETERMINATION (IBC 506.4): 2. MULTIPLY BY 3 43,125(3) = 129,375 SF TOTAL BLDG. AREA 3. NO SINGLY: STORY SHALL EXCEED Aa ACTUAL BUILDING AREA by FLOOR: M 0 M M 0 w z 0 co H 0 > a n w 0 N _ w Li D z Li Q r w z F- 0 z 0 N Ln co SPRINGHILL SUITES Marriott GROUND FLOOR OCCUPANT LOAD FIRE RESISTIVE RATING REQUIREMENTS BASED ON 2006 IBC, TABLE 601 UNLESS NOTED OTHERWISE OCCUPANCY TYPE CONSTRUCTION TYPE: TYPE V - A OCC. (FROM IBC TABLE 1004.1.1) ELEMENT RATING GRAPHIC REP. ® ASSEMBLY UNCONCENTRATED STRUCTURAL FRAME: 1 -HOUR EXERCISE ROOMS BEARING WALLS - EXTERIOR: 1 -HOUR -- — — — — ® BUSINESS AREAS BEARING WALLS - INTERIOR: 1 -HOUR ® RESIDENTIAL/COMMERCIAL NON - BEARING WALLS- EXTERIOR: 0 -HOUR TOTAL (PER IBC TABLE 602, SEE DIAGRAM BELOW) 277 NON - BEARING WALLS- INTERIOR: 0 -HOUR WOz NON - BEARING CORRIDOR WALLS: 1 -HOUR = _ _ _ _- _ _ - - _ ° (PER MARRIOTT MODULE 14) u) FLOOR CONSTRUCTION: 1 -HOUR ROOF CONSTRUCTION: 1 -HOUR 9 SHAFT CONSTRUCTION: 1 -HOUR h (PER IBC 707.4, WHERE CONNECTING LESS THAN FOUR STORIES) SHAFT CONSTRUCTION: 2 - HOUR _ _ _ _ _ _ _ _ — _ Ell (PER IBC 707.4, WHERE CONNECTING FOUR STORIES OR MORE) U � o-I --� OUW ELEVATOR SHAFT CONSTRUCTION: 2 - HOUR - (PER IBC 707.14) STAIR ENCLOSURE CONSTRUCTION: 1 - HOUR (PER IBC 1020.1, WHERE CONNECTING LESS THAN FOUR STORIES) (� z I- < 0 U) ¢ O STAIR ENCLOSURE CONSTRUCTION: 2 -HOUR — (PER IBC 1020.1, WHERE CONNECTING FOUR STORIES OR MORE) SLEEPING UNIT SEPARATION: 1 -HOUR — — — — — (PER IBC 708.3) ZOof LAUNDRY CHUTE ACCESS ROOM: 1 - HOUR (PER IBC 707.13.3) BO ARD ROOM ( FIRE SEPARATION DISTANCE DIAGRAM: o f A -2 (ASSEMBLY) 1/15sf P m 408sf 27occ � Lo cl) (1 MEANS OF EGRESS i 70' FO PREPERATI •� A -2 (KITCHEN) 1 /200sf ° 315sf 2occ -- -- — - - J WZ� ¢m (1 MEANS OF EGRESS REQ'D.) 'X' STREET GROUND FLOOR OCCUPANT LOAD OCCUPANCY TYPE AREA/ OCC. (FROM IBC TABLE 1004.1.1) FACTOR LOAD ® ASSEMBLY UNCONCENTRATED 3,255/15 217 EXERCISE ROOMS 742/50 15 ® BUSINESS AREAS 1,139/100 12 ® RESIDENTIAL/COMMERCIAL 6,510/200 33 TOTAL 277 T FLOOR CODE PLAN I /I I G" = I '-o" MISCELLANEOUS NOTES FIRE PROTECTION FEATURES EACH BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A SUPERVISED AUTOMATIC FIRE SPRINKL DESIGNED AND INSTALLED AS PER THE REQUIREMENTS OF NFPA 13 AND MARRIOTT'S STANDARD M ji; PLANS AND SPECIFICATIONS OF THE SPRINKLER SYSTEM SHALL BE SUBMITTED FOR LOCAL JU SB 11 1�7jj REVIEW AND THEY MUST BE APPROVED PRIOR TO CONSTRUCTION. THIS SYSTEM SHALL BE FULL Ca AUTOMATIC AND MONITORED. THE DESIGNER OF THE FIRE SPRINKLER SYSTEM SHALL VERIFY ARCHITECT THAT THE DESIGN MEETS THE "EXCEPTION" REQUIREMENTS FOR THE "AREA OF EME EVACUATION," IF APPLICABLE. ACCESSIBLE FACILITIES THESE FACILITIES MUST BE DESIGNED TO COMPLY WITH ALL THE REQUIREMENTS OF THE AMERICANS DISABILITY ACT, AS WELL AS ALL LOCAL AND STATE ACCESSIBILITY REGULATIONS. COMPLIANCE WITH CODE DOES NOT NECESSARILY GUARANTEE COMPLIANCE WITH ALL ACCESSIBILITY CODES. I co 0 0 CN O CV Ll- C O O o7 Q v� E ( r- i- zPO = W iE CO QOM W C/) O w z U ?cnZ) U Z) U) o E one zc? Q.Z � Zmw r wpa- L z .LI CD vo¢ cn 0 z L I" W F— C O 04 = z U. O ~ Z M z U) N __j :* 2 � .. Z to °C ui Z wm r' LU * z N Z DOWN Lu CU Lu 0 c) N J WryW 2,vV - � LL U) Cr a 0 F_ U W I~ U Q WMAJ i r ` 4 �t 0 wW U) U U W 0 W O LLW = LO Q � m L W WOz z0 U u) O 9 h mQ� x U � o-I --� OUW W Q = � (� z I- < 0 U) ¢ O � uj 0 O - L O ZOof � o f z Q m Owl ZWO EL �•, =o •� WZ� ¢m I wO co 0 0 CN O CV Ll- C O O o7 Q v� E ( r- i- zPO = W iE CO QOM W C/) O w z U ?cnZ) U Z) U) o E one zc? Q.Z � Zmw r wpa- L z .LI CD vo¢ cn 0 z L I" W F— C O 04 = z U. O ~ Z M z U) N __j :* 2 � .. Z to °C ui Z wm r' LU * z N Z DOWN Lu CU Lu 0 c) N J WryW 2,vV - � LL U) Cr a 0 F_ U W I~ U Q WMAJ i r ` 4 �t CRITERIA NOTES 2 ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR 3 ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 -423 AND 430 - 434. U) c: W 0 cu 0 N C) - V U O N `n J V � J LL O J < U O uj U) Q 5 Z O C� O O o C7 Z �_ m LLLj U) (O v- CD ID v co a 0 0 U w D N w D z w r w z 0 z 0 N M SPRINGHILL SUITES , A am I f RST FLOOR 3/32" = I ' -O" *CURRENT SET AS OF 11 -20 -2008* a "TAT E - ()� APPROVED ARI City of Rex r TH K HAMS ", ,too�l� sT'�TE 0 f Q J CL Z O Z O L L_ V z O O Q z O C/3 co M w z C3 I U W F_ 2 U + I.L p wW U �0 W LL ul Ow F- h�- m W 2 Z 0 V/ G W Zp� � Q � U- F � w=F- FAD cnQ0 w Z O Q�O It h: 3: c z EL F - 0 E �m0 W z p w F-Xo p h ik i ml� c: 00 o cu 0 N O N c: O ul O Q (O ZZQO 06 U W Q 0 —j O QUA = W H to O �v~ LL- U =(1) Z r L J_ C ZC'= 0 ¢"O •c: H m Z W _ � o E D U p Q _¢Z WW0 O �0� 0 F-Za CDZ� I— r� VJ Ndztt� z v! �`-W H M z N* Z MOO& Lu U_ Uj N J U)wo r u— U cr a-0 p h ik i ml� �> CRITERIA NO 2 ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR 3 ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430 - 434. U) w SPRINGHILL SUITES Aarn 100' -0" ELE )" EL<E ° J J 2 U Z t I FIRST FLOOR * Cu RRENT SET AS OF 11 111111111111112011111111111111 2008 * a s_ MR • • 1 M O Q C U rn J V O Q m U L N U O C� 1 Z O O� LLJ � m NN N I U W U Q f/1 cu L O c 0 U) L LL 1 f�- N r C0 N CD 1 C6 O T_ V J W Q W J LL 00 W z 0 _ CL CD 00 0 0 n. 0 N w W z w Q w z 0 Z N to co M 0 w w U > w U) CL CL LL OW- h �mw uj ?z0 w Z 0 r N Z - ofF_X w = H Q w dH� Z0� Q�0 OwW EL W x ZCL0 � W Z w t co 0 0 N O N r U- 0 Q fn c./) LLj C9O� Z��O U of Q J O Q V a W H � V H U�cn Z J J 0 Z � J C'? _ Q �Z uj <Y p W W U p Q cl)aZ w mow —� O =vim i- Z a cn ' M 0 Z III- O J ti N a- r' W 1�LWE h- WtZ 0 O_ U Wcn -,O Dwao %T 101 Ows vm r U W U Q M CD co M 0 w z 0 CD ID 00 ED 0 CL 0 w N w z w r w z 0 z Cl Ri M SPRINGHILL SUITES Aarnott U 0 wW U U L1J 0 W o O 0 D W ' Q m p Zoz ^ J REFERENCE NOTES w o Z U I- �a� Q 0 W 0UW Z a of ~ _ =_� H < 0 0 Q I z Z v,Qo � w� REFER TO SHEET 004 FOR PARTITION aP 0 0 ZOO o z m o c)n- w c L Z , O G W Z >, =O ASSEMBLIES STAIRS AND SHAFT RATINGS SA 3ED ON A FOUR - uiz °w ui LL L Ln Qz W w t 0 o cu � �Z)- CO H H Zd 0 T T- � �� CL o R:" 099E — -- _ _ _. (n r r-wwQ m z 3a r Z Z o oOL 3b J � 1 2 REQUIRMENTS. LL 1 ��a0 4 303 1 1 1 302 I 303 450 301 300 2' -0» 1 , -3j 15' -0j» 45' -6j' - 30' 11 I 1 4„ 16' -54 30'- i 7., 1 -3 " 15' -04" 18' -7" g'_0" II 6' 0" 9' 0" 2' -1 r, 3 3 „ II 5 » s '_ 2 » 8' -11„ 3 ,_ 4 �„ g, 0" s' S$» 9' -0° 3, 4 „ - 4' S" 5' 0,. 0 i T II 00 T PI 3 „ M D 4 10' -7» 32' -11j N 304 J 0 _1 El POOL EQUIPMENIN 0 II N II II i II F1 J J 115 J B J B MECH F I II M I I m � � 0 V 1 15a � II I II J Q - 1 _ ELEV. J J SWI MII�IG P OL I I XERCI E D [� EQUIP. 115b B - -- — — -- -- - - -- — - —- -- — — -— — - — — — - - -_ -- A C 09 09 I 42' -5g1„ 121 32' -07„ 0 7' -04„ 3 , 8' -10„ 3�„ MEE TING WATER EATER 129a ELEC. " °' I I 3t B F RO M 11 ° + ROOM o 1 27a I I D � II I I II I II I II I I I p p 117 H Ln 33 C ® II C III 121 F C N ;I _ - - -i 129 127a I 1 N H III I I I I KING SUITE 111 3 N J A II A o Lr) J CORRIDOR 0 L N 10' -11" -- A C M C G 119b 1 ` J - - - --�' _ A STORAGE MECH. H. FOOD�� F II 33' 1�" A N 3' 11" o co F ELEV. ;M LOBBY ' ' 117 1 2j" FROM GRID #10 I I I G 129 I I o PR E P :::: ' 0 5 �� M J�' A 1' 7' 51 10' 6' -O" 3 6 » 1' -8" 1.. " 3 o f E 1 9' -7j„ 3 „ „ 7'-93 8._0„ 9' -0„ >, N I O L A 7' -7g 7_48 A 3 A MENS 8 ,_ 0 4„ 5�„ 7' 1 4„ _ 29 3 ' 3 8„ - 3„ 3 STAIR �„ 3 3 II ST R. �� A OMENS - �� ILET o TOl9a 5, _4 „ g III 113b 6' 113a �J ] 131 123 A 9b I C H III I II C C II C II CC _ 131 s ,_ 3 „ 3 , 0„ I 129 5'_2 " 3' -0' 1' -6' 127 125 3' -0" 5 ' -2 3' -0" 13' -4j 8' 0„ 7' 0 ., 8 , 0„ 35' -3" 8,_04„ n 19' -3 Ls:fj -- T 10" 21'- y H C C C C I C C FA ON E OF SUD:/ GRIDT #C H 248' -l4 C N C I C I I 132 I II C C _ o i _ - II 10, ' " 5_2 t C ' 3-0 14' -11' 3-0" 4' 8„ ' " C 72' -24" = 3,_g�, 4'_94" ' -I1" 5' -0 " 9' -8 ' _ 10' 0" 139 I H m 4 6 TOI 3' -0" 1 L 9 B II C � �� n ) 114 N 114a J I I 140 B B W RK_ g'_54" - - I I - - - - - - C - - - _ a _ - uES l� - _ 1 133 I I I 11' -74» 91- 7j" ( J SALE 3 MANAGE€ I I LOUNGE 15' -0" R9' -8j" J 4 I H 137 �, 35 124 COM UNAL II 2'-8 5 "' R12' -2j" 12' -2j" CIR LE / I 10' -11" N N 140a » o LAUNDRY B � �' � B II G GREAT ;J BUFF 118 FOOD PREP BOARD II ROOM E KING 11j° SUITE 112 N 0 ROOM 116 II 138 II O I N 3 B 3 A I r7 3 �„ 1„ 3 „ I 14' -9 � 16' -3j' B ST RAGE 136 3„ „ 75' -84 3" 11 -24„ -- 5 14 4' _ 10' -3” N �� GERNERAL MANAGER I 138 � A 3 -11i» NETWORK ZONE 20' - 0" I M J = :L — I ' -4 " — — - -3 122 — 3' t - - — - — 1.18 - — - - - -- . — - — - — ` 14' -5j» ; II 3 <r 1 _ _ B r- B 14' -5j" 14' -8� J II J J N BUSINESS J THE CENTER ° - - - - - - - MARKET 134 1' - -8" 12' -0' - 1' -8' - - - ® _ o J J J ENTR J J — � G - - - - - -- - - - - -- - - - I F1 15' -4" : J » Lc) o l ' - 7 " I Rcyr �— —� 6a 8 ' N O ' -7" 5' -0" 4' -5" 5' -9" 5' -0" 4' -3" 4' -9" 6' -2" 5' -8" 12' -0" 8" 9" 6' 2" 5' 12' -0" 12' -0" 1' -8" 5' -7" 5' -0" 10 0" 5' -0" 5' 7" 4'�- I ry 10' -3�g" _ 15' -0° =- 2,.— 23' -4" 12' -2 15' -4 31' 2„ I) 253' -94„ -- - I I FEJ TR \�_ V I N F OOR KENNE � I � 3lI 6" = I ' -o" � ,�. 15100321 -0 vm r U W U Q M CD co M 0 w z 0 CD ID 00 ED 0 CL 0 w N w z w r w z 0 z Cl Ri M SPRINGHILL SUITES Aarnott U 0 wW U U L1J 0 W o O 0 D W ' Q m p Zoz ^ J �ZO 1-QZ w o Z U I- �a� Q 0 W 0UW Z a of ~ _ =_� H < 0 0 Q I z Z v,Qo � w� U F 0 aP 0 0 ZOO o z m o c)n- w c L Z , O G W Z >, =O / = uiz °w ui LL L Ln Qz W w t 101a v w 0 D CV M N _ LL o Q c cu ( czn QUER Z cu U U�Q J 0 Q Q O O w w h w O ¢ Z ch C� LL w w�� / = = U p Q LL L Ln Qz W w t 0 o cu � �Z)- CO H H Zd 0 T T- � �� CL o o a � _ _ _. (n r r-wwQ m z r Z Z o oOL I J J � � >00 LL I.L � ��a0 101a v 11 10 249' -6" 16' -6" 15-0 1 450 1' -4j" 16' -6" 6' -2" 8' -11 3 , -4 „ 9 , -p „ I I II N M ( I I I z w Q > r Lj w 1 \ z 0 I I II II 4 115 ( 440 B MECI- F I J � 115a II 0 7„ 6' 5f I I I VJ _ - -- - - - - - - - 115 - - - - - -- - - -- -- - - - - - -- - � - -- ELEV. -- - -- J J 10' -14" 4' d 1d" 10 -14° J o 0 0 115 B EQUIP. 3 „ 5 „ 3 „ - _ ^ ---- - - - - -- - - - - -- - - J - — b G T -0 3 8 ,_ 5 „ 8” 10 -14„ 4' 1» 4, ld 10 -14, U �D o ° 10' -1 4' 1a» 4 , 1j„ 10' -1„ 5,,, , 3 » J a B MEE IN 3 „ 3�" P 3" 3 5g RO M 1 10' -14" 4' -14 1, - 1q" - I � I H F 0 Q c 0 3„ 3 „ 4 „ Ln 0 0 _ J 3 � � C 4 1 10' -14 4' 1„ 4' 1a„ 3 " 10 -14„ o 5 2 Q 1 4' -' 14„ 10' -14„ 3 �„ _ 1 III F KING ° KING QUEEN o o DOUBLE KING 0 - 1 � 0 � � „ QUEEN K o I KING r- 0 G H (I I I SUITE I I 1 o o SUITE SUITE 11 Q o SUITE SUITE 11 —, x X SUITE -- - 111 3j' 109 107 5�,f� 105 3 „ 103 32 r3 101 i - � N 10' -11" 3 -4" 3'- 10-11 = 3 r -i- - �� "� 3 -4" 3�- 10 -11 10 -11 3 -4'� 3'- 10' -11" M 5 M L 1 G `n ELEV. = -+ - - -- r7 r^) r7 r I I J LOBBY I I I 117 1 10 " „ 7 7 3 6j 8" o io 8' -64 7' -1 4" - 1 3 - 3„ S TAIR I II 113b C H III I I C � C I 18' -9 „ C 248' -14" H II C [ -9 ' 4' -9 N N I I C �0 i I C R9' -8j" )MIV UNAL II CIR LE 120 BUFF PREP 116 I II I A 11' -21" 20' -0" 1' -8 6- 1 - I i a N 1 00 1 Q J 103 Cl 1 II II 111 109 107 105 II C 00 � 7' 10" 10 -11 9' -10 10 0" 20'-0" 10 0" 20'-0" l0' 0" 10 -11 o° 6' 1 3° C C I C C w 3� C - - - - -- 9' -7 9' -101„ 10 , p„ A6 p» 20' b% 1 10' p" 10' -5a 3' 4�» 5' -10" 20' p" D — i I C 1 I I I I 114a 112 10 N 108 1 106 104 1 C l 2 114 I I � I 1 I I J - =1a -i.r tia CD I�ia '.ice tia 1 Ol /a J DQ0 I Li 7 6 5 4 3 2 I I I I I -0" 15-0" 15-0" 15-0" 15-0" 15-0" 15' -0" 10' -9 1 300 7" 28410" 342" 7„ R�FERENCE NOTES REF it Et TO SHEET 004 FOR PARTITION ASS BLIES STAI AND SHAFT RATINGS BASED ON A FOUR - STO BUILDING: ADJUST RATINGS PER CODE REQ IRMENTS. m ° co r r M 00 Li z O S v co 0 U CL w ° N w t- 0 A� S -4 „ 4'-5" 2 -0 9' -0' � 4 5' 5' -0' 10' 0' 5' -0" 4' -5' 5' -5' 5' -0' 10' 4' 5' -0" 5' -5' 5' -0' 10' 0' S' -0' S' -7" I I I I I I I I I i i I k n M I M � J � 3 „ ��, I B "� 3 3' 10' -11" 3 -4" 3'- 10' -11" 10' -11" 3 -4" - 10' -11" ( 3' -M" 3i- 10 -11 3�" 5 " 3 „ DOUBLE 52 » 1 DOUBLE 7 11 KING KING QUEEN 11 ° Q 11 QUEEN KING llg KING GUEST BOARD F SUITE 11 �-�"� SUITE SUITE �`� o SUITE SUITE -- SUITE LAUNDRY ROOM 106 i 104 0 0 102, 100a 114 I'D 0 �� O 110 108 0 CD ^� n I 3 „ � Ln N 1 20 5 10j B 5„ 3„ - 3 „ 3 „ 3 n„ 11 1„ 3 2 y - 10' -6' 14' -4" 14" 10 -14 9 -7d ° N 52 „ Q, 0 o oz) 0 1 J 1 s g B 1„ 5]„ 14'- 74„ 9 , 74„ 3g 3 „ 10' -1 4' 1» 4' 1j" 10' 1 - - -- - - - ° - I I J - - I 41, FAI - T - - -- II II 21" „ 5 -7" 5-0" SPRINGHILL 10' 31'-2" 0" 5-0" N C? SUITES 7 4' -5" 5' )harnott U) I D ww U W N `- u- 0 Wo � � � U) IL O = oui m w 0 z W o Z Z Z oo Zoe cn o Z z Q m < QQ� cn 'S X �' o�� Joy W U) W = E O_ 0 ' Z Q o �w� C=) U F- 0 IL LL Q zoo Q o z m � = oW w Lu Zofo a z >, =o LL W 0 d w zw 4-j Z CL i Uu� ,- I 3� C - - - - -- 9' -7 9' -101„ 10 , p„ A6 p» 20' b% 1 10' p" 10' -5a 3' 4�» 5' -10" 20' p" D — i I C 1 I I I I 114a 112 10 N 108 1 106 104 1 C l 2 114 I I � I 1 I I J - =1a -i.r tia CD I�ia '.ice tia 1 Ol /a J DQ0 I Li 7 6 5 4 3 2 I I I I I -0" 15-0" 15-0" 15-0" 15-0" 15-0" 15' -0" 10' -9 1 300 7" 28410" 342" 7„ R�FERENCE NOTES REF it Et TO SHEET 004 FOR PARTITION ASS BLIES STAI AND SHAFT RATINGS BASED ON A FOUR - STO BUILDING: ADJUST RATINGS PER CODE REQ IRMENTS. m ° co r r M 00 Li z O S v co 0 U CL w ° N w t- 0 A� S -4 „ 4'-5" 2 -0 9' -0' � 4 5' 5' -0' 10' 0' 5' -0" 4' -5' 5' -5' 5' -0' 10' 4' 5' -0" 5' -5' 5' -0' 10' 0' S' -0' S' -7" I I I I I I I I I i i I k n M I M � J � 3 „ ��, I B "� 3 3' 10' -11" 3 -4" 3'- 10' -11" 10' -11" 3 -4" - 10' -11" ( 3' -M" 3i- 10 -11 3�" 5 " 3 „ DOUBLE 52 » 1 DOUBLE 7 11 KING KING QUEEN 11 ° Q 11 QUEEN KING llg KING GUEST BOARD F SUITE 11 �-�"� SUITE SUITE �`� o SUITE SUITE -- SUITE LAUNDRY ROOM 106 i 104 0 0 102, 100a 114 I'D 0 �� O 110 108 0 CD ^� n I 3 „ � Ln N 1 20 5 10j B 5„ 3„ - 3 „ 3 „ 3 n„ 11 1„ 3 2 y - 10' -6' 14' -4" 14" 10 -14 9 -7d ° N 52 „ Q, 0 o oz) 0 1 J 1 s g B 1„ 5]„ 14'- 74„ 9 , 74„ 3g 3 „ 10' -1 4' 1» 4' 1j" 10' 1 - - -- - - - ° - I I J - - I 41, FAI - T - - -- II II 21" „ 5 -7" 5-0" 10' 31'-2" 0" 5-0" N C? 5' 7 4' -5" 5' _ cn I (D N `- u- � � O *CURRENT SET AS 01-0 11 5' 0" 4' 5" 5' 5" 5' 0" 10' 4" 5' 0" 5' 5" 4' 5" ' -0" 1 „ 5' -7" 10' -3g 2' p" W� L TF I= s i 10 , - 3 71 , 28'--10" I� FIRST FLOOR 3/ 16" = I -O" H 0 z ° » ' °o rc N C? _ cn I (D N `- u- � � O 0 L- Z oo W z = � o Joy O_ w >� .�..r C=) U F- cu UZ3U) Zap O D z LL W 0 d 4-j Z CL i Uu� ,- LL cn0 � H o o LLj \ O �Z a t o Z< - _ F Rai _ c� D w,,,� _ to � w m Q G Z Z D O V E w > >00 qT� (fi A K �1 0 1 b ,SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. z.3 4" GRAVEL FILL CONCRETE 3.t CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB - SEE STRUCTURAL SHEET S1.2. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.16 PRECAST LINTEL 12" HIGH PRECAST (SEE DETAILS) MASONRY a.t BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C a.3 AIR SPACE a.a BRICK CAP - SEE DETAILS a.5 BRICK VENEER METALS s.t STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. s.a SIMPSON HANGER - SEE STRUCTURAL DWGS. 5.5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. s.s PREFINISHED METAL FLASHING s.s .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR s.to (PROVIDE PREF INISH E D APE) . GUTTERS AND DOWNSPOUTS .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) s.t2 STANDING METAL SEAM ROOF �2 STEEL COLUMN - SEE STRUCT. DWGS. NOT PASS THROUGH 42eAHIIGH SO A 4" SPHEAR MAY . STEEL TUBE - SEE STRUCT. �3 STEEL ANGLE - SEE STRUCT. METAL DECK RAILING WOOD AND PLASTICS s.t 2x4 STUDS - SEE STRUCT, FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT, FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 30 WASHER s.s DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING s.to 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.tt 3/4" T & G SHEATHING NAIL AND GLUE s.t2 i6" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING BLOCKING AT +8' -0" s.ta 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. FACTORY ENGINEERED WOOD TRUSSES 0 24" 0/C s.i OVERBUILD AREA 6.18 MONO TRUSSES 0 24" O/C GIRDER TRUSS �2 2,6 OUTLOOKERS 0 24" O/C s.2t 2x4 CROSS BRACING BETWEEN TRUSSES 0 24" O/C BY TRUSS MFGR. 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING �2 WOOD COLUMN - SEE STRUCT. 2a RIM BOARD - SEE STRUCT, �2 GABLE END TRUSS �z WOOD BEAM - SEE STRUCTURAL DRAWINGS �2 (4) 1.3/4 "x14" MICROLAM STRINGERS 2s 3/4" PINE RISER 1.1/8" TREAD 3a WOOD HANDRAIUNG - +36" FROM NOSING �3 SOLID BLOCKING HARDWOOD CAP 2x4 ® 24" 0/C 2x6 0 24" 0/C 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.a TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS �a AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER to 3.1/2" GLASS FIBER INSULATION 5 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 0 EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 9 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER i/3 OF ATTIC AREA 02 ICE AND WATER MEMBRANE AT EAVE AND VALLEYS zs SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE g ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS g DECK SCUPPER. (SEE PLUMBING DRAWINGS) DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM a.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES s.t 5/8" TYPE X GYP BOARD O 92 (() LAYER 1/2" TYPE Y GYP BD OVER (i LAYER 5/8" TYPE "X" BYP BD OVER i/2 RESILIENT CHANNEL (i HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.s 4C)DUSYBR BA "ONf&5P9lBEBOAK9TENIER- *4,7EAURED61 CHANNELS ® i6" O/C OVER (3) LAYERS 5/8" TYPE X s.� GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING i)2 " CH NNEL (i HOUR R s.t SUSPENDED DRYWALL GRID SYSTEM C> CRITERIA NOTES 2 ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR 3 ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 -423 AND 430 - 434. U W 2 U a 0 M .D i m 00 Li CD z 0 x o_ v It 0, D E3 0 o` 0 0 N it Li 0 w z z w Q r o' w > z r 0 z 0 N U) co CAST SIM HILL SUITES Aarnott , PORTOCOCHERE FLOOR PLAN 1/8" = I ' -o" �o OW SPOUT TYPICAL. C NNECT- OU� TO STORM WATER 6Y5TEM EPDM ROOFiN MEMBRANE ON OVERBUILD SECTION5 - TYPiCAL REFIN151' 1ED ALUM. COPING I=IGAL I AT ALL 4 IRA PE 5 STAN ING SEAM MTL.- � R � OF A5 SGNED. DOWNS OUT TYPICAL. CONN C OWNSPbUT TO STORM WATEk SYSTEM SLCpPE (� T 304 OL m II 9 II 5LOPE II II w om II `) it LOP3 1 ' SLOPE STANDINCz EAM MTL. DOIUI�SPOU 7�0� TOF ROOF AS S�NED, I I DOUJNSPOUT �f0 TORI'1 WATER yiYS��M I � I STANDINCz SEAM MTL i ROOF AS SGNtD. DJIUNSPOUT TYPICAL. CONNECT � DOUINSPbUT TO 5TORI'1 WATLR S STEM � STRUCTURAL COLUI -5EE DETAIL5 COFFERED ( ABOVE 5TRUCTURAL CO -5EE DETAIL5 �RUCTURAL COLUMN -SEE DETAIL5 RED CEILING ABOVE TRUCTURAL COLUMN -5EE DETAIL5 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 1/451 = 11 -0 U) 00 0 0 ww U 0 N 0 W i` 0 O LL � a = OW 00 - Q .0 z E= O U `- z Zn - WOz v . J z 0 Jw- -5 <O J W Q o/ Qf O Z 0 o�Lu - - F Q f n Z Q 'r m �= zJ.J CL X U O < cn� OUP N W U) W ~_ F- I W = W Z w N U p Q U �wF- -az F-'- ) IL U 00 O Q o =�0 0 0 z�� m 0WW w U Lu Z � O tr^ U) Na.41 0 �WZ w US >, U) D =O uj 1..1� N F- 00C) o LU Lu (6 W 0 ��o N J �www PORTOCOCHERE ROOF PLAN 1/8" = 1' -O" *CURRENT SET AS OF 2 -9 -2009* PORTOCOCHERE REFLECTED CEILING PLAN 1/8" = 1 _ 0 " 1 1 AR Ham 101c 051 -1 2 C I I� � _ - I ] q PORTOCOCH ERE SECT N COMPACTED FILL COMPACTED FILL r5 � PORTOCOCHERE SECTION PLAN A - Y - P I /- A/ /` 1- G e 00 0 0 N v- C ? i` cu LL a o 00 - .0 z E= O U aUEE v 0�Q Z Jw- -5 <O 'C Qv� Q o W }� o�Lu �= zJ.J CL c oar zc?= W N ¢,z F- U) I u) � w W Mzw N U p Q _ I -az F-'- ) UJI w U ca o =�0 0 0 �Za U 00 Z tr^ U) Na.41 0 _ z w US U) D m uj 1..1� N F- 00C) o T- z (6 W > >oo N J �www r LL cf d0 PORTOCOCHERE ROOF PLAN 1/8" = 1' -O" *CURRENT SET AS OF 2 -9 -2009* PORTOCOCHERE REFLECTED CEILING PLAN 1/8" = 1 _ 0 " 1 1 AR Ham 101c 051 -1 2 C I I� � _ - I ] q PORTOCOCH ERE SECT N COMPACTED FILL COMPACTED FILL r5 � PORTOCOCHERE SECTION PLAN A - Y - P I /- A/ /` 1- G e RE FE RE NCE NOTES 2 ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR 3 ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PL-ANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN-OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN-OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN-OUTS ARE TO BE FLUSH TO FLOORSIWALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR-STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNI 11. REFER TO UN97 "I-ANS ON SHEETS 420 -423 AND 430 - 434. U) w U) 'T CD �o 'IT CD CD D 0 Li D z w :D El z C) cli Ln M SPRINGHILL SUITES )harnott SECOND f LOO R 3132" = P-0" * CURRENT SET AS • 1 00• * T 7 D r A CC) C) C) N C? C/) c%j c: cu 0� 0 0 1 U. O Z 0 Lli U) 0 C) C) z o P x 0 0 uj U) Z 5 • • • (y) CD ( Go L'i z 0 0 Ld LLJ 0 0 0 > o W 0 uj W U) 0 LL w 0 CK U) z w LIJ =Z0 -) c z Lli U ) Z < < U) LL F_ od Uj Uj LU clf w m F- �_ Of 0 U) 0 < LL 0 EK < 0 cc O wl EL LU 0 Z Er (L 0 W z m o F- 0 z uj W (1) ui 1: uj f- of 0 4y .61 i "I CC) C) C) N C? C/) c%j c: cu U- 0 EL C/) < I.— o U) uj Z r (D 0 0 Z F- U < p R = Lu o f C-) w < J < V Jo C U) (/) LLI Uj U) 0 :D J C/) 0 Zap c: zmm D < (D z 0 04 L LJ O T _ W Z LLI Co Lu ZZ 0 0::� 04 T_ cn 0 z < 0 I ui uj 0 o (l ? U) U J Z) 3 C%4 w 5E 0 o jjf Z C) F- Z 0- I r U) ce) z < U) N o- Z r 7 c L n u D U) r�- Lu dj.:� 2: ccl ti F- � .. M LIJ 4t 04 < z < z F- Z 0 0 0 LLJ (6 LU LLJ U _ )--,o :D 5; o 0 N J cf) ui W Lu T- L.L C-2 of (L a 4y .61 i "I 18 17 16 15 141 13 12 11 10 II I I 249' -6" I I I I I i 1 I I 10' -9" 15-0" 15-0" 15-0" 16' -6" 15-0" 15' -0" 16' -6" 15-0" j REFERENCE NOTES REFER TO SHEET 004 E'OR PARTITION ASSEMBLIES STAIRS AND SHAFT RATINGS BASED ON A FOUR - STORY BUILDING; ADJUST RATINGS PER CODE REQUIRMENTS. 9 8 11 II I i 15 II II II I I II 1 ST (FLOOR ROOF BEL W „ I 1ST FLOOR ROOF BELOW 11 253' -94" 2' -0" 10' -6g" 62' -21" 0 30' -81" 2' -0" 10' -68' I I 5' -4„ 4 „ 4' 7„ 5' 64„ 5' 0 „ 9 , s.. 5' 0 ., 1 3„ 5' 0" 1 '- 4" 5'_p" -64" 4, -7„ 5' 0 ., 6 , $„ 5' -0 9' 6j„ 5' �4„ 5' 0,. 10' 4 „ I ( 5' p" 5' 24" 4' -7j" 5.1 Ip„ 1 U TRO M II ACC SSIBL KIN v) A -- -Q MEN N - - i I I 3�" I I 0 0 4' 14" 10' -14 10' - 1q" 4' 14" 1 14" 10' -74" 9' -74" 74" 10' -14" 4' 14" 14" 10' -1; J 3L 5, 3„ (1 32 J 3 21„ 52, 3„ B J N ° o 3 P p 1" 10' -1 4' t 4., ao I co N o0 4 , 1„ 10 -14,> I 3 N N N II 3 12 ' -5 1" 2' -11 10., F L QO Lo 10' -6" � N 32„ � ' 4 ,. ,_ 4„ �„ � �"� J 3� � '-"" -9 „ D 10' -14" 4� 14„ 4 1 10 -1 10 1 ( -- oo N 3g 5 32 N o0 14 10 -74" N 4 1 4 3 co DOUBLE DOUBLE 3 ACCES DOUBLE 1 ' -1" DOUBLE DOUBL QUEEN QUEEN KING I QUEEN QUEEN QUEEI D SUIT 229 SUITE SUITE �, SUITE SUITE SUITE H SUITE ° w 11" 11 227 225 1 1 ' N 223 I 221 219 III 215 N I cv 213 u = 1'_g N 1 „ CD 10 -11 ° I ELEV. 10 _ -- t 1 � o o �- -i 1 -� 11 � o o b - N `, T 3 -4" 3'- ' 3 -4" , -4" - N - ,,, 3 LOBBY _ 3' 10' 11" CN 5�" M �� "' F21 -Lnl - c I 10' -11" 10' -11" N I O M N I M I STAIR 21 F 23 - 1 - 1 III 22.9 227 2.25 3 51" 1 221 219 ^" III 2151 3 r 30'. 48' I C — 231 — — — ---- -0" 10' -9 " 1p' p" 2p' p" 10' b" 21'-6 10' 0" 10' -2 --- - - - -- - - - - - - - - - - - - - - - - — a o H o( O ---- D T-7j" 9'-7j" 4' -10j" 3' -0" II 14' -2" 10' 0" 20'-0" 0' 0' 21' -6 10' 0" 20' N —J o l N 230 228 226 4 ^ 222 220 i 14' -6�" 2' -10" —L - - 6,L44 =1 = _ _ � I I M 14' -6' 14' -61" J la,j In 3 N r 7 � � M F 10' -9g" O " I 10' -91' N LINEN 3' -5 -9a EXEC. n EXEC. STORAGE � DOUBLE �'� KIN KING i' ACCESS KING ° 11," QUEEN 232 KING 11 "� 1 _ DOBLE l N F SUITE SUITE SUITE QUEEN SUITE SUITE 230 ° 3' -8 „ 228 m CD 226 3 1 SUITE 222 3 220 0 N I I 10' -9g' - -5�" 224 _ -5' r II o o � 3" 10' -6., N 10' - 74„ N Qo 3" N 10' - 9 g g" N 3 - 8j„ Cli o� 5 „ � 5� O I 226e I N) ''22e 1 g" n 10 -74 8" r J _ � -- ° °o 4 00 co -- -- — --- -- "YS - - — — — II 4' 74„ 9 ' -7 4 „ 2 i v o� 0 c o �, — — — — — — — -- co — - — N — — - — — 0 1 4" T PIC L G EST OOM I it I I J ------ - - - - -- - -- - - - -- IME S10N SLO — — — — ' — — — E 4" / 1 1 11 6a 1 71 2' -0" 10' -3j„ 5 ' -74 5-0 0 , 211 5' -0" 4' 2j" 5' -11 J" 5' 0 „ 1 , -39„ 5 p" 10' -5 " 1 1 5-0" 5'- 4' -61" 5'_0„ 5-5„ 2' -0" 10' -3j" 15-0" 15-0" 4' -0" 10' -8j" 4' -0" 10' -34„ 4, p" 10' -81" p" 14' -114" -- - - - - -- —L — — — — — — — — — — — — — — — — -- 1 I SECOND FLOOR 3/ 1 G" = 1 ' -O" J - -- — — I I I 11 I � -2" 5' -0" 5' -t 4,. 5' S 4„ 5' 0 „ 5 , 54 „ 4 , 4' 5' -0" _ -- 10 - - i i 15-31" 31'1 21„ —� 253' -91" M �D M 0 co Li z 0 T a- �CD CD .� 0 CD U W o N Lt _ W T H U W z W Q Q OL W z I 0 z Cl U) �= SPRINGHILL IT :arrtott 11 u 252' -14° w co o m a O= SUN E - 0W~ 211 Q f m w V -24' - - - - - - 1�' 0 20' z Za w 10' -11" cn Q — Q 4 � 4 10' -11" W 0 08 of II C!J C O SUTE D,cn =_� �U Z c4 Q O � w � a h � 212 i 0 ZOO v O� "w 6 , J � O 4„ 0 216 r �20 o � I 0 0 .. 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C/ Ci Q ' (D Z co o 0 N M V N_ E O 4 10' -11" Q o) C!J C O SUTE Z z t= 0 =W°� �0� 212 O 0 J � O 4„ .a 0 U�c� 0 Z d J_ Ci Q ' (D Z F- U w � a � � Zw Lu r 5 V o o z Q ~ IH O U) Lu w J ��-I o L L 0 r- z a- � ' co z v - -- U�/�) vJ N�� _ �w z � �WmQ o w ARCf/ ®F Q ¢ z I. � Z w 0 0 w �n � O �W ry W , r- 1 02a KE ov REFERENCE NOTES REFER TO SHEET 004 FOR PARTITION ASSEMBLIES STAIRS AND SHAF BASED ON A FOUR— STORY BUILDING, ADJUST RATINGS PER CODE REQUIRMENTS Ill ' I 10 9 249'-6" 15'-0" 15' I 1ST FL 1- 0 T � • Q 253'-9 =I 5' -0" ACC I J L1 10'-1 �M 1 M. 1� �Mm i idk #Rwafl • .b �I� ° bll Elm Elm imill SUITE F ul� ELEV. LOBBY F ( I L 10'-2j" 8' -1 " 20:-5�" 12' QUEEN al -ir UITE 10 220 1 0 3�" 10'-6" U 0 9'-7j" i'm OESI TYP L (DOUBL, QUEEEN) II I DIME SION M 0 1 1 1 1 E A — w 4 ! 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I 00 C) (KIN DIMENSIgN At d I � -.Z. �W-' -5" 10' - 4" 5' 5 10'-3j" 5-5j" 1 4'-4j" 5-0" 1 0' t-o" 5'- 0 4'-5" 5 T 5-0" 1 5'- 0 4'-5" 5-0" 1o' -o 5-0" 711, 4 2' - 0 " 28' 9j" I 31' -2" 3 '-0j" 8 �' 7 30'-8j" 11 I I ' 10 4 ° 11 51-01, 5-21" 4'- 1 4'- 14 1 4' lj" [ [ 10'-1 V 00 00 4 1o'-1 3 �" n co DOUBLE 4 j - DO BL QUEEN Q( YEEI SUITE , T F F213 St t" r 32" Ln I M 1h i Lnj t co 3 L o ll - 6 ( 5 ( 4 3 15- 2 �1 252'-1 0 Ld W U) c; CL C) W w 0 w 5'-93" 4 -- 10 2j'-- - - - - -- -- 0 30' -O"' 20' LL W 0 ix F - < (1) LLJ F- M Z Uj Z w F- (1) 0 z 5' - 0" 10' 5 4'-5" 5 10'4' 214 �2 � 14 4'-8j" 5-0" 10' 0" 5'-0" 5-4" 74 < Z (1) 2 ui 0 - U r 44U W 0 LL: C ) L o u 12 uj = F- w Z (n < 0 -5" 4' - 1 4' -t4 B < a. L O L 06 5j" 3�" ce- '< 'LW - - - - - - - - - -- - - - - - M 0 'L 8-0 io'-ij" 4'- 11" 1 CD -co 00 72 — F3T — — — B DOUBLE n DOUBL I KING QUEEN ME L5L �3L QUEE N 10 00 00 SUITE F2 SUITE F2176 BI] F-p] SUITE F-21-4] 00 C) 4'- 4" 4 31" M 4'� 1 4 1 - 3�" 00 0 3 (D F i_ 10'-6" KING Al. I KING DOUBLE QUEEN C) DOU UEEN QUEEN KING co 00 II D D F -1 SUITE 9'-7' C) (if < --j Or- 2 0 —j 0 00 tE (f) ir cu 0 ry 1 < 0 u Z C? CO < ` 3 z Of LIJ Z) 00 CL Z LLJ 4' 7 o < F 0 U) L J C -6 (N (s now T of U. C) L o ll - 6 ( 5 ( 4 3 15- 2 �1 211 N 209 207 ° 1 205 203 CD L CD CD 5�" C I D r in co Q0 -4 1 r 10'-11" 3 - 4" 3'- 4" M I N L Ln r 1.0 ID STAIRI r - 20 - 0 T 211 209 207 2 03 A A RfA �EFUG[ C 30 4 2 Of of) io'-o" qo'�ot lo'-91" t 10 0 20'-0" (: 3Z; 1, I CD - H cD CD I 1010" 20'-0" 10'-0" 20'-0" h0' o 3'-o" 8'- 1 ou I Trz u CN ( 22 2 - D 204 202 t 1 6' r3� 3'74" 3 4 10 -11 ( 10' -11" 3 -4" O-br- 3 / J., DOUBLE DOUBLE C--Ji 75 '- 0 0 b KING KING QUEEN QUEEN KING ii� ECH. SUITE SUITE SUITE SUITE SUITE SUITE ELEC. 0 F2 0 21 CD r - 206 204 12 F208 C�) 202 2 00a CN 3 10'-6" M LtL 3'4" 1.1. 3'- 10'-6" 4 4 u 4 1 1 4'- c) 3 1 03 00 a5 00" 7 5 3 CD I 52 4�" AP 1 9 ' - 7 1„ �o 8" 1 1 1 ( - All ou 00 co 4 4 4'- 4'- 1 Tj 11 11 - � ' L 1 34 �co� co t QO 31" - - - ga- 1 5� '3" D�f— 4 , t - 1 7 4 1 4 t - 74 9 , i - 74 4 - ------------------ ��r F— ------- ------ -------- t I I ncA I I — - SECOND F LOOR 3/1 G" = 1'-0" CAY E F co 00 w z 0 \D co I-- :D a o n W U D > Z i z CD N L0 M SPRiNGHILL SUITES 0 Ld W U) C) W w 0 w 29' 30'-101" cn 30' -O"' 10 - 2' -0" LL W 0 ix F - < (1) LLJ F- M Z Uj Z w F- (1) 0 z 5' - 0" 10' 5 4'-5" 5 10'4' 5-0" 5'- 1 J" 4'-8j" 5-0" 10' 0" 5'-0" 5-4" 74 < Z (1) 2 ui 0 - U r 44U W 0 LL: C ) L o u 12 uj = F- w Z (n < 0 4' - 1 4' -t4 10'- 1 < a. L O L 06 5j" 3�" ce- '< 'LW - - - - - - - - - -- - - - - - M 0 'L 8-0 io'-ij" 4'- 11" 1 CD -co 00 72 — F3T — — — B 0 n 4'- 1 L5L �3L 10 00 00 00 00 00 C) 4'- 4" 4 M 4'� 1 4 1 - 3�" 00 0 04 (D 10' -14 4'1 u- 0 KING Al. I KING DOUBLE QUEEN C) DOU UEEN QUEEN KING KING SUITE SUITE SUITE A SUITE SUITE SUITE C) (if < --j Or- 2 211 N 209 207 ° 1 205 203 CD L CD CD 5�" C I D r in co Q0 -4 1 r 10'-11" 3 - 4" 3'- 4" M I N L Ln r 1.0 ID STAIRI r - 20 - 0 T 211 209 207 2 03 A A RfA �EFUG[ C 30 4 2 Of of) io'-o" qo'�ot lo'-91" t 10 0 20'-0" (: 3Z; 1, I CD - H cD CD I 1010" 20'-0" 10'-0" 20'-0" h0' o 3'-o" 8'- 1 ou I Trz u CN ( 22 2 - D 204 202 t 1 6' r3� 3'74" 3 4 10 -11 ( 10' -11" 3 -4" O-br- 3 / J., DOUBLE DOUBLE C--Ji 75 '- 0 0 b KING KING QUEEN QUEEN KING ii� ECH. SUITE SUITE SUITE SUITE SUITE SUITE ELEC. 0 F2 0 21 CD r - 206 204 12 F208 C�) 202 2 00a CN 3 10'-6" M LtL 3'4" 1.1. 3'- 10'-6" 4 4 u 4 1 1 4'- c) 3 1 03 00 a5 00" 7 5 3 CD I 52 4�" AP 1 9 ' - 7 1„ �o 8" 1 1 1 ( - All ou 00 co 4 4 4'- 4'- 1 Tj 11 11 - � ' L 1 34 �co� co t QO 31" - - - ga- 1 5� '3" D�f— 4 , t - 1 7 4 1 4 t - 74 9 , i - 74 4 - ------------------ ��r F— ------- ------ -------- t I I ncA I I — - SECOND F LOOR 3/1 G" = 1'-0" CAY E F co 00 w z 0 \D co I-- :D a o n W U D > Z i z CD N L0 M SPRiNGHILL SUITES 0 Ld W U) C) W w 0 w 0 cn LL W 0 ix F - < (1) LLJ F- M Z Uj Z w F- (1) 0 z ' 8) L.L Z < Z (1) 2 ui 0 - U r < 1 P W 0 LL: C ) L o u 12 uj = F- w Z (n < 0 x I rf - F- < a. L O L 06 Z O O z ce- '< 'LW M 0 'L 8-0 ry L 0 J': a w 0 LLJ Z 0 n w z ui (n R cn w 2 X Lij 00 C) C) N M 04 (D u- 0 cu < C) LZ C/) W Z C-09 0 Z p 0 Z <O X: Lu W 0 C) (if < --j Or- 2 0 —j 0 tE (f) >- LU LLj cu 0 ry o < 0 u Z C? CO < ` ca z Of LIJ Z) CL Z LLJ o < F 0 U) L J C -6 (N (s now T of U. C) �- Z CL U c� U) ° ate Z -r LLJ 'L U) 0 = M C) Lij < Lij 4� = tE Z F- 000� Lij Z Lu W F w 30 AftL I =-) 5; o 0 F> CRITERIA NOTES CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR CONFIRM CODE REQUIREMENTS FOR ROOF ACCESS REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 -423 AND 430 - 434. ryry 0 LL C N CS N 1 0 r NN 1 I�L M M M 00 w z 0 w CD CD 00 0 0 CK a- 0 0i It w D w z W > Q r F- W W > Z H W O Z 0 N M SPRING HILL SUITES )harnott * CURRENT SET AS O 1 11• a Al ON. 'tE cn w J J Z U z t t w n j rn J V � J L.J. o f- x U 00 U) C� 1 Z C7 p O O _ U w p C13 Q w 2w ME 0 ww V 0 >0 w LL W 00- H t11 W ? w Z 0r- N ZZ L WF_ uj :F F-li� Q w ZOO Q 0 0w w Z a0 0 Lu Zw �W_O • ry 0 0 J LL J W W J D Z H F Z Z) N T _ N T _ 7 LLI Z w Li I w 0 0 N M N V _ LL O C0 0 Z ¢V R R U � Q J � U � U C/) W � W U U Z3 cf) Zap Z ¢ z Z mw w = CL O p of W W U p Q U p z U) Lij w p U —j O =U 1..L cn oD Z M d CD N d `-- W ti W m Q w4t Z 000& w )-,o =ao 103 TH I RD FLOOR M II 3/32" = 1' -0" (I ra REFERENCE NOTES o REFER TO SHEET 004 FOP PARTITION M STS RS A D RA"T"INGS BASED ON A FOUR - C0 II STORY BUILDING; ADJUST RATING PER CODE II REQUIRMENTS. 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LL V F- Q Z N N C in 321 - 10' 0" - 7' -8" 10' 0" CC p z o 10' -2 g' -7" -- 21' -6 20' 0" 20' 4" 10' 0" 4' -5 o o 0 H H 252' -1° X ca OU w U W W z o N U') II cn o:W= < ¢ o 4' -10g II 3' -0" 14' -2" 10' 0'� 20' 0" 10' 0' 21' -6 10' 0" 2 -5 » PNOO 5' -9 " - - - - 1�' - - - - - - - - - - - — p" 20'-0" () H H 1 Z U) Q O D — o N S: � 5 330 328 S: 26 4 ® s 322 g.. ,9 �n S 9.. ® I 320 g' -9j" 2' 7" 3' 4" 316 3 0 1— o LL 0 00 a o 0 H 2 ' - p" 4 '. � of � � , O� W m —_ —_ ^� — — _ _ — — — — — — — — — — — — — — — — M — _ _ — — M — I M — — I I — — �-� - cn a. W � Q W Z 0 _ IJ� Z w Z —_ N :I N M I �p M T _ I cb c0 c0 p ' M ' B ^ � Q o no W zW I I F 10' -91" 10' -11" 12' -5" r M B W 3 „ '^ IXEC. KING N N LINEN STORA 3 -4„ ( r ' I M ,° o 10' -3' 11� EXEC. 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Y HARRIS TH I RD FLOOR 103a � ra 11i (10 9 8 249-6" 9 REFERENCE NOTES REFER TO SHEET 004 FOR PARTITION ASSEMBLIES STAIRS AND SHAFT RATINGS BASED ON A FOUR- STORYJBUILDING; ADJUST RATINGS PER CODE 7QuI RMEN TS. 1 � 7 6 5 4 3 � T—� U) F— w �D 00 CD CD cli Li D z Li Li z CD cd Ln co SPRINGHILL SUITES Aarn 249-6" 7I — -- -- 0, 10 8 l k 0I llll� * CURRENT SET AS OF 1 11111111111111111 THIRD f LOOP, 3/1 G" = 1 1 Z vc ..j (D M Fps, 0 r C) Z 0 < x C) 0 Lu Z 0 00 m < x uj Cif c� 0 I F ew ;0 I a E cu L- CD cu I5 c: 0 cu L 0 vi 0 a: cf) C) orf c/) X: cn ui ■ z W -j Ll co CD M , D co w z 0 L) Lu F- - r L) T- 0 L j Lu C-) D a 0 Lu w (1) a. LL Lu 0 It Lu '- m z z Lu 0 z z 0 z (1) 2 Lu co u- �- 0 L) LLJ Lu w W m uJ EE ` X: F- 0 Lu Z OO L O L z 0 0 Lu, Of Lu (-9 0 Z W a. 0 � Lj 0 LLJ z uj 1: Lu Of �- w 0 00 C) C) N cl? 04 T Lu a (!) 0 F- z p 0 0 uj Of 0 L) U) U) W LLj F- Ulu C) U) Z z c? < V- z F- U) amw LU CL Cr U) Of Z) Lu 00 U) 0 z F- < F- LLJ LU 0 U) 0 UJ cf) 0 X: cr- F- Z EL U) z C=) < C=) -J 0 4 CL 4t � Lu cj) t-- Lu ED Q = m F- 2 Lu 4t Z F- 0 0 (-) & Lu V5 Lu 0 D 5; 0 (-) U) LLj Olf Lu Of a- 0 ,LST do 249-6" 7I — -- -- 0, 10 8 l k 0I llll� * CURRENT SET AS OF 1 11111111111111111 THIRD f LOOP, 3/1 G" = 1 1 Z vc ..j (D M Fps, 0 r C) Z 0 < x C) 0 Lu Z 0 00 m < x uj Cif c� 0 I F ew ;0 I a E cu L- CD cu I5 c: 0 cu L 0 vi 0 a: cf) C) orf c/) X: cn ui ■ z W -j Ll co CD M , D co w z 0 L) Lu F- - r L) T- 0 L j Lu C-) D a 0 Lu w (1) a. LL Lu 0 It Lu '- m z z Lu 0 z z 0 z (1) 2 Lu co u- �- 0 L) LLJ Lu w W m uJ EE ` X: F- 0 Lu Z OO L O L z 0 0 Lu, Of Lu (-9 0 Z W a. 0 � Lj 0 LLJ z uj 1: Lu Of �- w 0 00 C) C) N cl? 04 T Lu a (!) 0 F- z p 0 0 uj Of 0 L) U) U) W LLj F- Ulu C) U) Z z c? < V- z F- U) amw LU CL Cr U) Of Z) Lu 00 U) 0 z F- < F- LLJ LU 0 U) 0 UJ cf) 0 X: cr- F- Z EL U) z C=) < C=) -J 0 4 CL 4t � Lu cj) t-- Lu ED Q = m F- 2 Lu 4t Z F- 0 0 (-) & Lu V5 Lu 0 D 5; 0 (-) U) LLj Olf Lu Of a- 0 ,LST �> CRITERIA NOTE5 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS ALIGN DOOR POCKETS TO CREATE RELIEF ALONG CORRIDOR ENSURE THAT NO GUESTROOM DOORS ARE LOCATED IMMEDIATELY ACROSS FROM ELEVATOR CONFIRM CODE REQUIREMENTS FOR ROOF ACCESS REFERENCE NOTE5 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCA`T TUNS Ur ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430 - 434. U W Z U cr M M M 0 W z 0 w 00 D 0 0 a. 0 cu w 0 w D z Li r w z CL 0 z 0 N lf) M SPRINGHILL SUITES )harnott .o a O 0 U J rn J Q X U � O a C� Z_ (D O O cr- Lli m Of A p ww 0 0 p w �a Oof t�—m ZF_ co 2ZO U) Lu Z p C/) Z lY LL H Q It W <�� ZOO QUO of ir 3: Owl w H Z (L O ��O �Qc Lu 2 Hw0 - - �, FoURTn FLoo II *CURRENT SET AS OF 1 -20 -2009* 0 cn w cn J J 2 U Z C/1 Z Q J • J W W J a Y Ka .t 00 0 0 N M _N Vn C LL O _c Q L o o 0 0 Z 1- O C-) EE LL U�Q � 0 O 'C ¢ U J� W } � LU LL �� 1 = 1 U � (f) Z J Z C7 = m Z w N W�a w0 r =Zw CU w� U o Q N U) o Z fJ7 U) o w J O O F-zm co cr 00 F_ V J N d *k Z / � W r cry vv LL u D r / ~ . cc . 1 G z N 0O Z Cfl LLI w N O LL �crao II II 15 14 13 12 11 18 17 16 I I II I I I II I I I 15-0" 15' -0" 15-0" 16' -6" 15-0" 15-0" 2' -0" I 10' -6j„ r -o" 0 „ I I 4 1' -7„ I I ' 10' -6 1 0 5' -2 ' 5' -4 " 11' -3 10- ' 6 4 7 6' 7 ' 2' -0" j' 4' 4" 5 -0 9'- 0" 5' -0" a 5' -0' 5 -0 - d 5' -0' 8 5' - I I I i I I I I A - o I I v- d' B A trT i m lum W, 1 T -7j" ( STAIR 431 PREA OF REFUGE ^� 30'. 48' 8 -1 3 - -0 H o n I I N I H I I C o I I CD N o r%� I D ' 16 1 ( 5 -11g 6a 5' -0" 4 5' -11$" 5' -0" 1 -3„ (1 5' -0" 10 -5 " 5'_0' 4 ' -6 4„ 5, -0„ 5' -2„ -9" 4' -0" 10' -8" 4'-0" 10' -34. 4'-0" 10' -81 0" 5' -0" 15-0" (1 16' -6" 15-0" 15-0" I I 15 14 13 12 1 REVISIONS -0" 10' -6�„ I1 5-4„ 5' -0„ -0" 10' -6g„ 14' -114 I 10' -9" II 15-0" 18 II 17 *CURRENT SET AS OF 1 -20 -2009* �FO�RTHFLooR 10 249' - -6" 1 15-0" 253 -94" REFERENCE NOT E5 I REFER TO SHEET 004 FOR PARTITION ASSEMBLIES STAIRS AND SHAFT RATINGS BASED ON A FOUR - STORY BUILDING, ADJUST RATIN ' WER CODE ��I I REQUIRMENTS. \\ I 9 8� 1 I I I 15-0" 15 I 10'f 4" 11 5-0" 5-2j„ 4,_74„ 5' I 0 00 Li CL z 0 0 00 t- 0 o U W w V) U w z Li Q > r J _" z 2 - - - - - -- - \ - -- -- - -- U � 0 II w 1 O I cn¢z I ( I V) w U) wwv I I 3 3 _ LINEN STORAGE 3 3- I 3' -5 " I 10' -9g' XEC. EXEC.; 11' -9" ACCESS DOBLE I EXEC. 3'- _ o 10' -11" DOUBLE N 432 10' -3" 11" ° KING SUITE KING SUITE: t' -8" ^� = QUEEN KING SUITE: > QUEEN SUITE ° N KING _ M 428 426 0O 3 " E SUITE 424 422 "' 3" 10' - 1$ „ 5 „„ L� 420 0 I I SUITE �o 10' - 1g' 8 �' 5 A„ I 14" 74„ 8 i 3 430 1 4' 14 3' -5 ” 10' -9g' M � \3L; 3'- ' 10' -6" 3 cD o N o Lc 5 11" I a 4 3 „ -5 4' 74,. 3 „ 9' 41„ 2 °O ° I I I �' � � 3 I 4 10' -l4 4' 1" , 3 4 4„ n 0 zu ° 10' -14 4' 14, 14" 3" - 4" 0 0 I 10' - 14,. 4 , 4' g" 10' -1„ 14 10' - 14„ 4' 7 4„ 9 ' -74 ., I II KV N M 7 3 „ - 0 — -- — — 4' — 11" —3�" 1" �� 1 -7 10' -1g 88 v L5 �T REVISIONS -0" 10' -6�„ I1 5-4„ 5' -0„ -0" 10' -6g„ 14' -114 I 10' -9" II 15-0" 18 II 17 *CURRENT SET AS OF 1 -20 -2009* �FO�RTHFLooR 10 249' - -6" 1 15-0" 253 -94" REFERENCE NOT E5 I REFER TO SHEET 004 FOR PARTITION ASSEMBLIES STAIRS AND SHAFT RATINGS BASED ON A FOUR - STORY BUILDING, ADJUST RATIN ' WER CODE ��I I REQUIRMENTS. \\ I 9 8� 1 I I I 15-0" 15 I 10'f 4" 11 5-0" 5-2j„ 4,_74„ 5' I 0 00 Li CL z 0 0 00 t- 0 o U W w V) U w z Li Q > r 0 cb CA 0 W J ---j 5„ 5 0" 5 , 4 4„ 5 , 2 4„ 5 , -0 „ 10 , 4 „ 5 , -0 „ 5 , 24 „ 4 , 74„ 5' Q H Z w 15' -94„ 30, 8 UL cf) opZ� (n N� C e - - 253' -94„ I- u) � z w a 16' -6" 15' -0" 15' -0" _ 15' F- M -- -- W LLI 4t z 249' -6" _ _. 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REFER TO SHEET ( FOR PARTITION ASSEMBLIES STAIRS AND SHAt: r RATINGS BASED ON A FOUR- STORY BUILDING; ADjUS' RATINGS PER CODE REQUIRMENTS, I 94q'— 9 11' 10 8 7, 6 1 5 4 3 2 � • 1 11• FOURTH FLOOR 3/1 G " = 1 , -0 ,, (-0 (D r10 I m 00 LLJ z 0 CD CD ID ,zr 03 F- D 0 O CD CD w z 0 CD N Ln m SPRINGHILL S Aarn U) 16'-6" W 15-0" > CC 0 W X 0 (/) a. U- Lu 51-01, 15 40" z F- m w F- ai L V U ) (D < E 15'-Q"' — z j 15-0 0 ti : E Lzu K 0 r P J-u U: F x 0 0 (-) . O UJI in Lu W Fa- C) Z 1: F- F- of : ) (f) < 0 Cu 253'-91" 0 (L F- i: 00 >- z 0 < o Q m 0 rr_ u (1) w uj 0 w Z CL 1 0 - W z DC I CL 3: 0 F- 0 0 w z uj U) Lu M =) C l) LLJ 0 -6 qqT ---.) W 0 :F 30'�8j 6 1- z LL 29'�33" 4 C-0 Z< 1 U) -r 30'4 ' 1 W 'u'i 4-0" U 1 2'-0" L LIJ 4t z !;(- z �- Z in 0 0 O W W __j Cr 4 6'-7j" 5'-0" 9'-6j" 5'-24" 5-0" 10L" 11 5-0" 5-24 4'-7j" 5' 0" 10' o" 5-0" 4'-8" 5' - 2 " 5-0" 10' -4" 5'- 0" 5' - 2 " 4'-8" 5-0" 10L" 5-0" 5-4" 1 2'-0" 44U II II 1 -1 „ 4'- 1 4- 1 4-11 1 4 1 0' -1 3 �5 321" B DO cc 0, oo 14 „ 12 3 1 r 4'- 1 4' 4'- 14 a5 Fw] 10 -1 4 „ oo oo lo'-13" 4 - 4 4 1 I 4'- 1 10 -14 Lo . I oa - :3f T - ) " 3 4'- 1 4 oo I Z, , I \-1 lo, 4 4'- 1 4'- 1 u DOUBLE QUEEN 4j- ri DOUBLE QUEEN KING KING DOUBLE UEEN SUITE DOUBLE QUEEN KING 3 � - KING III SUITE F I SUITE - 1 F413 SUITE F I SUITE 409 F F407 1 I SUITE I 11 F 405 SUITE F— 403 J SUITE F4011 F-4 cD - ic 0 cD o a 0 (0 5�" E LEV. LOBBY to 3 4' 3 4" F 4-1 - 7 1 5 11 21 L Ln r77== �Ea 1j::L1 7 I1 F r7 F P� l 6'-0" Lo STAIR Ln 400 (D F-1 T u 9 . 9" C4 -T All AR Of kMffU 3 48" �l L 24" 18'-7" 0 " lo o IN 20' o" 0 10' to" 20t0" 0 " ' 0 , lo-o �0 '4" 10 -9 3'- 0" H F 252'-li" I? 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F Ln I I 11 b < r-- C:D ple-11 Al L-G III �u ES1 L - - -- — TYPICAL — -- — GUESTR 01M — G L UES ROOM -Typ (D UBL I - U EN Q) T - co Lr C) — KINg DIMENSI N L TYP S I I . DIME, S10 1 I i 5 -2 5-5" 5' -0 5-4 4 2j" 5-0" 10 '-4" 5-2j 5'-0" " 4 - 73" 5-0" 4 10' 11 0 '-8" 4 5' -0" ' 10 -4 5" 5' - -0 4'-8" 5'-0" 10' 0" 5-0" 10'-6" 9 2'- 0" 15'-91" 29' 314" 1 30'-8" 30'-0" 10 -6 2'-0" 253'-93" 4 16'-6" 15-0" 15-0" 15' -0" 15-0" 15-0" 15-0" 15-0" 15-0" 10'-9" I 94q'— 9 11' 10 8 7, 6 1 5 4 3 2 � • 1 11• FOURTH FLOOR 3/1 G " = 1 , -0 ,, (-0 (D r10 I m 00 LLJ z 0 CD CD ID ,zr 03 F- D 0 O CD CD w z 0 CD N Ln m SPRINGHILL S Aarn U) a Ld uj a u W > CC 0 W X 0 (/) a. U- Lu Of 0 w z F- m w F- ai L V U ) (D < E L Z U F - Z O — z j Z E) 0 ti : E Lzu K 0 r P z U: F x 0 0 (-) . O UJI in Lu W Fa- C) Z 1: F- F- of : ) (f) < 0 Cu F- W W X F- 0 (L F- i: 00 >- z 0 < o Q m 0 rr_ u (1) w uj 0 w Z CL 1 0 - W z DC I CL 3: 0 F- 0 0 w z uj U) Lu M =) C l) LLJ 00 C=) C:) N Of m N (D < E u- 0 a . co CO Lu Z C C — F- t9 U 0 z < IX T LIJ I X < � O 0 C,/ Cu m o ) L 5 C/) 0 Z E 0 z " i Q V < Q z - W Lu 15 IL 0 llfl DC I CL W m Z W Lu C/) z 0 - F- 'LLI U) Uj 0 C l) LLJ 0 -6 qqT ---.) W 0 :F 6 1- z LL Cf) C � C-0 Z< U) -r C5:4 W 'u'i U 3 I L LIJ 4t z !;(- z �- Z in 0 0 O W W __j Cr I 4 3a 3b DOWNSPOUT TYPICAL. CONNECT 2 A, 303 302 303 301 300 15T FLOOR ROOF BEL DOWNSPOUT TO STORM WATER SYSTEM 18 17 16 15 14 13 12 11 1sT 1L IF, ROOF BEL L9 8 7 6 5 4 3 2 1 249' -6' I I I I I I I I I I I I I I I I I I II DOWNSPOUT TY IC14L. CONNECT 15T FLOOR ROOF BELOW DOWNSPOUT TO TORM WATER 6Y5 EM I II I I I I I I I T II 4 A5 EC EPDM OF INE EPDM ROOFING (I EPDM ROOFING ON OV BUI 5 - SLOPE RIGID S LOPE RIGID P EFINISHED ALUM. OPING pOWNSPOUT T STORM WATER SYSTEM _ INSUL TOI I INSULATION TO — ( — I — — T ICAL AT LL IA DOWNSPOUT TYPI T — — R.D1 PICAL DOWNSPOUT TO ST W T R SYS EM II R.p. TYPICAL I II ON OVERBUILD SECTIONS - b X" A161 T B f:��o SLO E IGID P SLOP RIGID II INSULA ON TO LATIO T� II INSUL TION TO R.D. Y'IGAL R.D. TYPIC R.D. T PICAL ILA I I 4,J I I II ( (L `" O N ( 45� HALT SHINGLES ,I II II O N I I O N I J) N ,ri II AS W � L6 - ELEVATOR UTCNE 5ELCUI z6 di 9 9 19 5:12 5:12 5:12 5:12 o� CHUTE VE T < <� I ( AISPHALT SHINGLESI ,ii O AS SCHED. OL - - U I I N rn ROOF HATCH � � rn \` II II 1 _ SLOPE RIGID - -- - - -- SLOP RIGID - - - - - -- - - � - — E ( - - I LOPE RfCzf� - INSULATION TO -1N5uL TION TO INSULATION TO ( I T R.D. Y' II _ - R.D. T�'PI I - - - - - - PICAL - -- - - - - - - - -- F F - � _ .TYPI r M - G 7 m II II ' DOWNSPOUT TYPICAL. G NNECT SL PE SL PE OWN POUT TYPICAL. G NEC; DOWNSPOUT TO STORM W TER S TE STANDIN SEAM MTL. 1� 11 1 1�� . D WN POUT TO STORM ER SYSTEM DO SPOUT TYPICAL. CONNECT I I ROOF SCHED. DOWN POUT TYPICAL. GO NE DO SPOUT TO STORM WATER SYSTEM DOWNSPOUT TO STORM WATER YSTEM S I ROOF SUPPER WITH COLL ECTION BOX i PRO ( I E OVERFLOW S UPPER ROOF TED TO DOWNSP T TYPICAL AT II At ALL COLLECTIO BOX + NN WNS UT ATTIC VENTILATION CALCS HOTEL. 15,387 SF ATTIC 300 52 SF FREE AREA REQUIRED -50% (26 SF) PROVIDED IN VENTED SOFFITS -50% 26 SF PROVIDED WITH RIDGE VENTS II w II EPDM ROOFI G MEMBRANE II LO AI'IONS AS REQUI ED BY ALL PA APE TS- CO E C DO PO N ON OVERBUI D SECTIONS - TO STO M WATER SYSTEM D WN�POUT TYPICAL. C " CpNNEG ' ( TYPC IAL LO L CODE JURISD D WNSPOUT TO STORM WATER SYSTEM � PREFINISHED ALU .COPING TYPICA AT ALL 9 P RAPETS II II INTERNAL DRAINS ROOFING CON RACTOR PROVIDE HEAT TAPE IN SLOPE ( SLOPE 1 ARE NOT 4LLOWED. TO SUPPLY I ALL UNCONDITIONED 3:12 3:12 COLLECT RAIN WATER ENGINEERED NOW SPACES. I.E. ALL OOF WITH COL ECTION GUARD DESIG DRAINS DOWNSP OUTS 1,984 SF ATTIC 300 7 SF FREE AREA REQUIRED -50% (3.5 SF) PROVIDED IN VENTED SOFFITS -50% 3.5 SF PROVIDED WITH RIDGE VENTS ATTIC VENTILATION CALCS PORTECOCHERE. STANDING SEAM MTL. STANDING SEA MTL. R OF AS SCHED. ROOF AS SCH D. BOXES A D SUBMITTALS. AND GUTTERS. I it I I I I II w f I ii 1 I I i II 1 III DoWSPOUTS. I I DO SPOT TYPICAL. CONN C D WNSPOUT TYPICAL. ONNECT DO POT TO STORM WATE SYSTEM DOWNSPO T TO STORM WATE SYSTEM i I 10' -9' 1 ._ 15'- 15 ( 1 ' -6' I 7 ' -0' 1 ' -0' 18•_8• 1 15 1 ' -0' IS' -0' 15-0' 15' -0' 1 ' -0' 15' -0' 1 ' -0' 70 49' -8' 18 17 (16 Cl 5 14 13 12 11 ( 10 9 8 7� 6 5 4 3 22D 1 I ROOF PLAN 3/32" = 1' -O" *CURRENT SET AS OF 12 -31 -2008* co M 00 Li z 0 x a co 0 o CD U W N Ld w D A z w > a r w > z D . x F- 0 z 0 N M ZPUNCGH1LL SUITES )1�arr�ott © CRITERIA NOTES REFERENCE NOTES 9 ROOF RIDGE VENTS 1. DOWNSPOUTS SHALL BE CALCULATED BASED L° w � ON LOCAL RAINFALL AND AS REQUIRED BY LOCAL 32 CRICKET, CONDUCTOR HEAD W/ OVERFLOW CODES AND JURISDICATION. = AND DOWNSPOUT o� Q 2. PROVIDE DRAFTSTOPS AS REQUIRED BY LOCAL 33 EXHAUST FAN CODES. = w Z z 3. ALL ROOF TOP EQUIPMENT SHOULD BE LOCATED 34 ELEVATOR OVERRUN DOGHOUSE AWAY FROM SIDE WALL OR VISUALLY SCREENED WHERE POSSIBLE. 39 ROOF VENT w O Z 0 r- 4. REFER TO ARCHITECTURAL ELEVATION Q DRAWINGS FOR COLOR SELECTION AND SCHEDULE. 41 ROOF DRAIN VwQ 5. FLAT ROOF AREAS SHALL BE SLOPED AT 1/4" 46 PORTE COCHERE NOT SHOWN FOR CLARITY PER FOOT UNLESS NOTED OTHERWISE. J 0 U) 6. ALL ROOFTOP PENETRATIONS INCLUDING a PLUMBING VENTS AND MECHANICAL CURBS, SHALL U HAVE FLASHING INSTALLED THAT IS COMPATIBLE WITH U' Z — - ROOF SLOPE AND ROOFING MATERI 4 3a 3b DOWNSPOUT TYPICAL. CONNECT 2 A, 303 302 303 301 300 15T FLOOR ROOF BEL DOWNSPOUT TO STORM WATER SYSTEM 18 17 16 15 14 13 12 11 1sT 1L IF, ROOF BEL L9 8 7 6 5 4 3 2 1 249' -6' I I I I I I I I I I I I I I I I I I II DOWNSPOUT TY IC14L. CONNECT 15T FLOOR ROOF BELOW DOWNSPOUT TO TORM WATER 6Y5 EM I II I I I I I I I T II 4 A5 EC EPDM OF INE EPDM ROOFING (I EPDM ROOFING ON OV BUI 5 - SLOPE RIGID S LOPE RIGID P EFINISHED ALUM. OPING pOWNSPOUT T STORM WATER SYSTEM _ INSUL TOI I INSULATION TO — ( — I — — T ICAL AT LL IA DOWNSPOUT TYPI T — — R.D1 PICAL DOWNSPOUT TO ST W T R SYS EM II R.p. TYPICAL I II ON OVERBUILD SECTIONS - b X" A161 T B f:��o SLO E IGID P SLOP RIGID II INSULA ON TO LATIO T� II INSUL TION TO R.D. Y'IGAL R.D. TYPIC R.D. T PICAL ILA I I 4,J I I II ( (L `" O N ( 45� HALT SHINGLES ,I II II O N I I O N I J) N ,ri II AS W � L6 - ELEVATOR UTCNE 5ELCUI z6 di 9 9 19 5:12 5:12 5:12 5:12 o� CHUTE VE T < <� I ( AISPHALT SHINGLESI ,ii O AS SCHED. OL - - U I I N rn ROOF HATCH � � rn \` II II 1 _ SLOPE RIGID - -- - - -- SLOP RIGID - - - - - -- - - � - — E ( - - I LOPE RfCzf� - INSULATION TO -1N5uL TION TO INSULATION TO ( I T R.D. Y' II _ - R.D. T�'PI I - - - - - - PICAL - -- - - - - - - - -- F F - � _ .TYPI r M - G 7 m II II ' DOWNSPOUT TYPICAL. G NNECT SL PE SL PE OWN POUT TYPICAL. G NEC; DOWNSPOUT TO STORM W TER S TE STANDIN SEAM MTL. 1� 11 1 1�� . D WN POUT TO STORM ER SYSTEM DO SPOUT TYPICAL. CONNECT I I ROOF SCHED. DOWN POUT TYPICAL. GO NE DO SPOUT TO STORM WATER SYSTEM DOWNSPOUT TO STORM WATER YSTEM S I ROOF SUPPER WITH COLL ECTION BOX i PRO ( I E OVERFLOW S UPPER ROOF TED TO DOWNSP T TYPICAL AT II At ALL COLLECTIO BOX + NN WNS UT ATTIC VENTILATION CALCS HOTEL. 15,387 SF ATTIC 300 52 SF FREE AREA REQUIRED -50% (26 SF) PROVIDED IN VENTED SOFFITS -50% 26 SF PROVIDED WITH RIDGE VENTS II w II EPDM ROOFI G MEMBRANE II LO AI'IONS AS REQUI ED BY ALL PA APE TS- CO E C DO PO N ON OVERBUI D SECTIONS - TO STO M WATER SYSTEM D WN�POUT TYPICAL. C " CpNNEG ' ( TYPC IAL LO L CODE JURISD D WNSPOUT TO STORM WATER SYSTEM � PREFINISHED ALU .COPING TYPICA AT ALL 9 P RAPETS II II INTERNAL DRAINS ROOFING CON RACTOR PROVIDE HEAT TAPE IN SLOPE ( SLOPE 1 ARE NOT 4LLOWED. TO SUPPLY I ALL UNCONDITIONED 3:12 3:12 COLLECT RAIN WATER ENGINEERED NOW SPACES. I.E. ALL OOF WITH COL ECTION GUARD DESIG DRAINS DOWNSP OUTS 1,984 SF ATTIC 300 7 SF FREE AREA REQUIRED -50% (3.5 SF) PROVIDED IN VENTED SOFFITS -50% 3.5 SF PROVIDED WITH RIDGE VENTS ATTIC VENTILATION CALCS PORTECOCHERE. STANDING SEAM MTL. STANDING SEA MTL. R OF AS SCHED. ROOF AS SCH D. BOXES A D SUBMITTALS. AND GUTTERS. I it I I I I II w f I ii 1 I I i II 1 III DoWSPOUTS. I I DO SPOT TYPICAL. CONN C D WNSPOUT TYPICAL. ONNECT DO POT TO STORM WATE SYSTEM DOWNSPO T TO STORM WATE SYSTEM i I 10' -9' 1 ._ 15'- 15 ( 1 ' -6' I 7 ' -0' 1 ' -0' 18•_8• 1 15 1 ' -0' IS' -0' 15-0' 15' -0' 1 ' -0' 15' -0' 1 ' -0' 70 49' -8' 18 17 (16 Cl 5 14 13 12 11 ( 10 9 8 7� 6 5 4 3 22D 1 I ROOF PLAN 3/32" = 1' -O" *CURRENT SET AS OF 12 -31 -2008* co M 00 Li z 0 x a co 0 o CD U W N Ld w D A z w > a r w > z D . x F- 0 z 0 N M ZPUNCGH1LL SUITES )1�arr�ott 0 ww U w L° w � O (1) � F = o� Q H m w = w Z z O J jZ0 F Q Z w O Z 0 r- Q QQ� VwQ W 0UW ^ t6 L l J 0 U) __~ a ¢ U U' Z t- � w� �Uh � 0 ZOO ZJ� 0w z�� m w z W, a ¢ �z >, x 0 � z ~_ N WZ� =zui ��o 00 0 0 N N _ O 0O - ¢U VwQ ^ t6 L l J 0 a ¢ U a O w>- co r �Uh � ZJ� Z C'7 _ ¢ �z 1` z N w n- =zui CO U0Q N cn o z uj Z � 0 v = w O V � U) N d 4 {J- T y �- W d L.L = cn m ARCyI� r„ Lu tii i Z R N z in 0 0 w Fn pRR r. N -, O �w�w rE o� 110 ,.� } `7Y l #51 3� f� SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. z.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB - SEE STRUCTURAL SHEET S1.2. 3.s 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.16 PRECAST LINTEL 12" HIGH 3.t7 PRECAST (SEE DETAILS) MA50NRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE a.4 BRICK CAP - SEE DETAILS a.5 BRICK VENEER METALS 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. s.a SIMPSON HANGER - SEE STRUCTURAL DWGS. 5.5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. s.s PREFINISHED METAL FLASHING 5.s .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 8 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF ASPHALT SHINGLES AS SCHEDULED FOURTH LEVEL. 132'- 9 -7/8 "" ELEV THIRD LEVEL 122'- 11 -3/4" ELEV SECOND LEVEL 113'- 1 -5/8" ELEV MAIN LEVEL 100' -0" ELEV 0 STEEL COLUMN - SEE STRUCT. DWGS. 5.2s STEEL DECK RAILING- SPACING SO A 4" SPHEAR MAY . NOT PASS THROUGH. 42 HIGH. 5.35 STEEL TUBE - SEE STRUCT. 5.3s STEEL ANGLE - SEE STRUCT. 5.36 METAL DECK RAILING WOOD AND PLASTICS s.1 20 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 30 WASHER s.s DOUBLE - 2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 0 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING s.13 BLOCKING AT +8' -0" s.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C s.t7 OVERBUILD AREA s.1a MONO TRUSSES @ 24" 0/C s.1s GIRDER TRUSS s.zo 2x6 OUTLOOKERS @ 24" 0/C s.21 20 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 0 WOOD COLUMN - SEE STRUCT. 0 RIM BOARD - SEE STRUCT. 0 GABLE END TRUSS 0 WOOD BEAM - SEE STRUCTURAL DRAWINGS 0 (4) 1.3/4 "x14" MICROLAM STRINGERS 0 3/4" PINE RISER 9 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING s.3 SOLID BLOCKING s.3s HARDWOOD CAP 6.39 2x4 @ 24" O/C s.4o 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.a TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) z3 EIFS TRIM - SEE DETAILS 7 a AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER 10 3.1/2" GLASS FIBER INSULATION 7.11 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) Di EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 2s SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS 38 DECK SCUPPER. (SEE PLUMBING DRAWINGS) DOORS AND WINDOW5 a.2 ALUMINUM ENTRY SYSTEM 9 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES s.1 5/8" TYPE X GYP BOARD D 2 (1) LAYER 1/2" TYPE 'T GYP BD OVER (1) LAYER 5/8" TYPE "X" BBYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.s 4CPUATKR _5A "ON1FU3PCNDE®OARBTDMER- g47EAUREDU CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X s.7 GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING D s11 (1 LAYER 1/2" TYPE "X" GYP BD 1)2" RESILIENT CHANNEL (1 HOUR RATED) s.12 SUSPENDED DRYWALL GRID SYSTEM EXTERIOR FIN 15h KEY CD #SW6113, Interactive Cream. Dryvit. Control # 010509- qtf- p- 5 -af -sg CD #3052 Cardamon, W Synergy. Caffeine, O #K H1 283, C Dryvit. ryvit. C D STUCCO TRIM TO MATCH PRECAST - SANDSTONE GENERAL NOTES 1. GUTTERS SHALL BE PRE - FINISHED ALUMINUM, SMACNA RECTANGULAR TYPE GUTTER STYLE F SIZED AS REQ'D FOR LOCAL CLIMATE CONDITIONS, 3" MIN. HEIGHT GUTTERS SHALL HAVE CONTINUOUS, NON - CORROSIVE LEAF SCREEN. 2. DOWNSPOUTS SHALL BE PRE - FINISHED ALUMINUM SIZED AS REQ'D PER LOCAL CLIMATE CONDITIONS 3" X 4" MINIMUM. 3. DOWNSPOUT BOOT AND EXPOSED PORTIONS OF UNDERGROUND STORM WATER PIPE SHALL BE PAINTED TO MATCH DOWNSPOUTS. 4. SEE DOOR & WINDOW SCHEDULES, SHEET 601 FOR ADDITIONAL INFORMATION. 5. PAINT ALL ROOFTOP MOUNTED DEVICES AND PENETRATIONS TO MATCH ADJACENT ROOF MATERIAL. 6. E.I.F.S. COLORS ARE INTEGRAL IN THE FINISH AND SHALL NOT BE A PAINTED FINISH. 18 YSHIGLES 16 15 14 13 12 11 10 9 ® 7 66] 5 4 ASPHALT AS SCHEDULED --- -�- 159 -9" E EV ASPHALT SHINGLES S SCHEDULED FRONT ELEVATION 3/32" = P -O" TYPICAL WINDOW FLASHING DETAIL ALL OTHER WINDOWS SIMILAR - INSTALL IN ACCORDANCE WITH THE MFGR.'S LATEST RECOMMENDATIONS ALL OPENING WRAP, FIRST AT SILL, THEN 159 - 9" ELEV SIDES, THEN AT HEAD L. 155-l" ALL DIAGONAL STRIP OF FLEXIBLE MEMBRANE THING AT CORNER OVER THE SILL AND UNDER IAMB WRAP EM TO BE PLACED IN OPENING HAS A NAILING FLANGE, EL. 149' -4- 13/16" -Y CAULK BENEATH HEAD AND JAMB FLANGES ONLY EL. 147' -9- 13/16" FASTEN OVER WRAP INTO FRAMING 'j FOR DOOR OPENINGS, USE THRESHOLD PAN FLASHING PRE - MANUFACTURED (PREFINISHED) SKYLIGHT - SEE SPECIFICATIONS ASPHALT SHINGLES AS SCHEDULED 119'- 4 -5/8" ELEV 30 5.8 BOTTOM OF FASCIA EL. 113'- 4 -5/8" 5.10 5.11 7.3 7.3 3.17 3.17 G F E Fn I C> CRITER NOTES__ 46 PORTE COCHERE NOT SHOWN FOR CLARITY 48 PTAC LOUVERS FRAMED INTEGRAL WITH WINDOWS 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED 50 PREFINISHED ALUMINUM STOREFRONT AS SCHEDULED 52 PAINTED H.M. DOOR AND FRAME 54 METAL TRIM AREA 55 LIGHTED LETTER SIGN INSTALLED ON MESH PANEL FIELD. PROVIDE STRUCTURAL SUPPORT AND ELECTRICAL SERVICE AND LETTER SUPPORT ON BACKSIDE OF MESH TO MAINTAIN "TRANSPARENCY" t SHNGLES ASPHALT AS SCHEDULED REFERENCE NOTES • # 1 1 � 11 �� Ia ••� 1 a.�r U W U + I..L. Q 1 ASPHALT SHINGLES AS SCHEDULED BOTTOM OF FASCIA EL. 143' -8" B OTTOM OF FASCIA EL. 142' -4" �D C g q 5YMBOL LEGEND 05 DOOR TAG ASPHALT SHINGLES AS SCHEDPLED I O WINDOW TAG BOTTOM OF FASCIA EL. 142' -4" 155- 10 -3/8" LEV 318 FINISH TAG (SEE IFI) ASPH LT SHINGLES AS SCHEDULED 10 ACCESSORY TAG BOTTOM OF FA A EL. 143' -8" EL. 149' -4- 13/16 1 A PARTITION /WALL TYPE TAG I II Fill 111111 ifiUknill 1111 1 11 EL. 147' -9- 13/16" I II II II II 1 II II II 1 OTTOM OF FASCIA EL. 142' -4" MAIN LEVEL 100' -0" ELEV 2.2 3.3 3.3 2.2 9 - � D / AC) - � 9 - -- 2.1 • M M M co W z 0 a CD 0 co CD 0 0 (u It w 0 W D z w a r W z 0 z CD N un M SPRINGHILL SUITES )karnott , 51DE ELEVATION 3/32" = 1' -0" 1 0 Ld W U U W �° W � 0 �a = Ouj a C F-mW 0 0 wOz �zo ^� }U J 0 � _o = a QQ� m 0 F� V LL J W° �¢ of F_ _ 1 z __F- cn¢o cr_W� 0 a L � C ZOO ¢ o < m °aW > I� N zw� CL W T_ W cn C = o .n N o z r �Qw W IoW 0 ��o v J 1 ° �J0 51DE ELEVATION 3/32" = 1' -0" 1 00 0 0 N M CV 1- C O O 0 � 0 ZPO W = W ER 0 CD W Q • L ¢ O a z W >_ � 0 W � C z _ Q < F_ Z_ > I� N z�R w�a W T_ W cn C �o� N o z r Q IF W IoW 1 ° �J0 ry �Za O 0 0 N U) � M �- VJ o _ ti Na� LIJ Z U) t L LL, CO W H w N z DOw� CU W �� 5 0 J wa-w W N r- LL ( wao 51DE ELEVATION 3/32" = 1' -0" 1 SITE CONSTRUCTION Q FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. �D 4" GRAVEL FILL CONCRETE CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 4" CONCRETE SLAB - SEE STRUCTURAL SHEET S1.2. �5 1" LEVEL ROCK PRECAST SILL 9" HIGH PRECAST LINTEL 12" HIGH PRECAST (SEE DETAILS) MASONRY BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o/c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" O/C AIR SPACE �B BRICK CAP - SEE DETAILS qD BRICK VENEER METALS e STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. �B SIMPSON HANGER - SEE STRUCTURAL DWGS. �5 H-1 METAL ANCHORS - SEE STRUCT. DRWGS. sD PREFINISHED METAL FLASHING �9 .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR 0 .019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) s3 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF 155-10-3/8"" ELEV+ FOURTH LEVEL 132'-9-7/8"" ELEV THIRD LEVEL 122'- 11 - 3/4" ELEV SECOND LEVEL 113'-1-5/8" ELEV 0 STEEL COLUMN - SEE STRUCT. DWGS. STEEL DECK RAILING- SPACING SO A 4" SPHEAR MAY NOT PASS THROUGH. 42 HIGH. STEEL TUBE SEE STRUCT. STEEL ANGLE SEE STRUCT. METAL DECK RAILING WOOD AND PLASTICS �B 2A STUDS - SEE STRUCT. FOR SPACING 2x6 STUDS - SEE STRUCT. FOR SPACING 2x8 STUDS - SEE STRUCT. FOR SPACING 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 30 WASHER DOUBLE-2x TOP PLATE 48" LAP SPLICE MIN. 200 - SEE STRUCT, FOR SPACING 11,7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING �B 3/4" T & G SHEATHING NAIL AND GLUE 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING BLOCKING AT +8'-0" 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. FACTORY ENGINEERED WOOD TRUSSES @ 24" O/C OVERBUILD AREA MONO TRUSSES @ 24" O/C GIRDER TRUSS 2x6 OUTLOOKERS @ 24" O/C 20 CROSS BRACING BETWEEN TRUSSES @ 24" O/C BY TRUSS MFGR. 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING T 2 ASPHALT SHI GLES AS SCHEDULEy LL. 1't3 1-8" BOTT OFI FASC EL. 142'-4" 0 WOOD COLUMN - SEE STRUCT. 0 RIM BOARD - SEE STRUCT. 9 GABLE END TRUSS 0 WOOD BEAM - SEE STRUCTURAL DRAWINGS (3 (4) 1.3/4"x14" MICROLAM STRINGERS 0 3/4" PINE RISER 9 1.1/8" TREAD 9 WOOD HANDRAILING - +36" FROM NOSING SOLID BLOCKING HARDWOOD CAP 2x4 @ 24" O/C 2x6 @ 24" O/C 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) EIFS TRIM - SEE DETAILS O AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) �5 4 MIL VISQUEEN MOISTURE BARRIER 0 3.1/2" GLASS FIBER INSULATION �B BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) & EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS SINGLE-PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 2" RIGID INSULATION PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS �g DECK SCUPPER. (SEE PLUMBING DRAWINGS) DOORS AND WIND01115 �p ALUMINUM ENTRY SYSTEM �p ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES 5/8" TYPE X GYP BOARD � O ) LAYER 1/2" TYPE ' GYP BD OVER (1 LAYER 5/8" TYPE 'Y' YP BID OVER 1/2" "Y RESILIENT CHANNEL (1 HOUR RATED) 5/8" TYPE C GYP BOARD ON CEILING I CPUATKR _5A"OWM&FCN9EB09R9TDMER- 3ytVEAUREDCI CHANNELS @ 16" O/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) (2) LAYERS 5/8" TYPE X GYP BOARD 5/8" EXTERIOR GYPSUM SHEATHING (��AYER 112" TYPE "X" GYP BID 1 2, RESIL CHANNEL (I HOUR RATED) SUSPENDED DRYWALL GRID SYSTEM EXTERIOR fIN15H KEY GENERAL NOTES 'r] CRITERIA NOTF5 I KLrLKLNC;t: NU1t:5 46 PORTE COCHERE NOT SHOWN FOR CLARITY 1, SEE MM PLANS FOR PARTITION TYPES 1 . GUTTERS SHALL BE PRE-FINISHED AT PUBLIC SPACE ADJACENCIES ALUMINUM, SMACNA RECTANGULAR TYPE GUTTER 48 PTAC LOUVERS FRAMED INTEGRAL WITH 2• FOR ACCESSORY SCHEDULE REFER TO #SW6113, Interactive CD STYLE F SIZED AS REQ'D FOR LOCAL CLIMATE WINDOWS SPECIFICATIONS SECTION 1108013. Cream. Dryvit. Control # CONDITIONS, 3" MIN. HEIGHT GUTTERS SHALL HAVE 3. FOR ELECTRICAL. SYMBOLS LEGEND SEE 0 1 0509-qtf-p-5-af-sg CONTINUOUS, NON-CORROSIVE LEAF SCREEN. 49 PREFINISHED ALUMINUM WINDOW AS SHEET 003 2. DOWNSPOUTS SHALL BE PRE-FINISHED SCHEDULED 4. FOR EXTERIOR FINISHES SEE EXTERIOR R #3052 Cardamon, ALUMINUM SIZED AS REQ'D PER LOCAL CLIMATE FINISH INDEX IN PROJECT DESIGN MANUAL Synergy. CONDITIONS 3" X 4" MINIMUM. 50 PREFINISHED ALUMINUM STOREFRONT AS #KH1283, Caffeine, 3. DOWNSPOUT BOOT AND EXPOSED PORTIONS SCHEDULED O OF UNDERGROUND STORM WATER PIPE SHALL BE Dryvit. PAINTED TO MATCH DOWNSPOUTS. 52 PAINTED H.M. DOOR AND FRAME 4. SEE DOOR & WINDOW SCHEDULES, SHEET STUCCO TRIM TO 601 FOR ADDITIONAL INFORMATION. 54 METAL TRIM AREA O MATCH PRECAST- 5. PAINT ALL ROOFTOP MOUNTED DEVICES AND SANDSTONE PENETRATIONS TO MATCH ADJACENT ROOF 55 LIGHTED LETTER SIGN INSTALLED ON MESH MATERIAL. PANEL FIELD. PROVIDE STRUCTURAL SUPPORT AND ELECTRICAL SERVICE AND 6. E.I.F.S. COLORS ARE INTEGRAL iN THE FINISH LETTER SUPPORT ON BACKSIDE OF MESH AND SHALL NOT BE A PAINTED FINISH. TO MAINTAIN "TRANSPARENCY" 3 4 5 6 U77 (8 9 10 �1 d3 12 14 15 tASHALT SHINGLES AS SCHED LED ASPHALT SHINILES AS SCHEDULED - ASPHALT SHINGLES AS SCHEDULED LT ' � SHINGLES AS SCHEDULE EL. 149'-4-13/1 SYPH VULE ASPH LT /-EL. 147'-�-13/16" 16 1� 18 EL. 149'-1-13/16" BOTTOM OF FASCIA IEL. 143'-8" BOTTOM OF FASCIA EL. 142'-4"�� 1 miff 0 M" a MA MMA Fri___._. !� b Us 2.1 Bell - I MAIN LEVEL 3.1 0 MIA NSTALL OPENING WRAP, FIRST AT SILL, THEN AT SIDES, THEN AT HEAD NSTALL DIAGONAL STRIP OF FLEXIBLE MEMBRANE -LASHING AT CORNER OVER THE SILL AND UNDER THEJAMB WRAP F ITEM TO BE PLACED IN OPENING HAS A NAILING FLANGE, APPLY CAULK BENEATH HEAD AND JAMB FLANGES ONLY AND FASTEN OVER WRAP INTO FRAMING - S�l ��FOR DOOR OPENINGS, USE TYPICAL WINDOW FLASHING DETAIL THRESHOLD PAN FLASHING ALL OTHER WINDOWS SIMILAR - INSTALL IN ACCORDANCE WITH THE MFGR.'S LATEST RECOMMENDATIONS 149'-4- 114' ELEV+ MAIN LEVEL rk 100'-0" ELEV 5YME3OL5 LEGEND DOOR TAG O q WINDOW TAG FINISH TAG (SEE IFI) ACCESSORY TAG PARTITION/WALL TYPE TAG OF FASCIA EL. 113'-4-5/8" M CD M 1 0 ED co Li z 0 T a_ CD 'IT 00 0 E3 C) C:) W _w L I z: 5 z L'i > I _ EJ z o --- 4 --- _, o rom'.. SPRINGHILL SUITES )karnott s 201 REAR ELEVATION 3132" = 1'-0" 0 Ld Li U) 0 0 0 0 LL1 0 (1) LL _T7 LLI 0 w < 0 (1) LLJ z CO w z �- U) uj 0 z 0 2 Z 0 0 z (n LIJ 0 Z Izz L_ Z - ca 3: Z X C) 0 l y ILL 0— 0 0 Lu U) cam LLJ cr z: U) < LU :F F- 0 Z X j5 F- F_ Of D (1) < 0 F_ w Lu M: < 11 F- < 0 CJ >. LL Z Lr- Z °C � < 0 L u LLI x 0 cra Lu (9 0 Z o f CL 0 04 W Z 2: 0 LLJ F- Cj ui LL U) 0 LLJ LU z Lu cn ;z (n Z) 3 u) _j n ui 2 D X uj W T 0 P z o of 0 s 201 REAR ELEVATION 3132" = 1'-0" co C) C:) N C? C UL 0 0 U) U) U) > UJI Z r 00 LIJ < ER X: LU of L_ 0 w < _j W 0 < c) Z x Lu F- LU 0 UJ 0 t= 1 C/) ::) 0 U) Z _j c- _j z C 'i - r < " 0 < I_ cf) z > CN z LL1 a- L u v— w U) W Z 111 UJI co l M 0 < 04 u) 0 2 F- < LLJ d) ui LL U) 0 LLJ 1 Z) 3 u) _j n CO T 0 P z o 04 u) 0D z c" < W C:) r— N a- 4t m V Lu � u) D U) ir-� Lu uj :jz M ui F- C '4 L Q - - LU < < z 11__ 0006� LL] (6 w Lu U _ ) 3 0 =) 5: 0 c) Cb Lu ry Lu W LL C2 ir a- 0 s 201 REAR ELEVATION 3132" = 1'-0" 5_I_TE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 2.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.9 PRECAST SILL 9" HIGH 3.1s PRECAST LINTEL 9" HIGH PRECAST (SEE DETAILS) MA50NRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE 4.4 BRICK CAP - SEE DETAILS METALS 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 5.5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.s PREFINISHED METAL FLASHING 5 .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 5.11 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 5.12 STANDING METAL SEAM ROOF 5.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLA5TIC5 s.1 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA, BOLTS W 2x2 WASHER s.s DOUBLE - 2x TOP PLATE 48" LAP SPLICE MIN. s.9 2x10 - SEE STRUCT. FOR SPACING s.10 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING s.13 BLOCKING AT +8' -0" 6.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C OVERBUILD AREA s.1s MONO TRUSSES @ 24" 0/C s.1s GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" 0/C s.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING s.23 WOOD COLUMN - SEE STRUCT. s.24 RIM BOARD - SEE STRUCT. s.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS 6.28 (4) 1.3/4 "x14" MICROLAM STRINGERS s.29 3/4" PINE RISER 6.30 1.1/8" TREAD s.34 WOOD HANDRAILING - +36" FROM NOSING s.35 SOLID BLOCKING s.3s HARDWOOD CAP s.39 2x4 @ 24" 0/C s.40 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 6.43 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 M015TURE 5 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS 0 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER x.10 3.1/2" GLASS FIBER INSULATION 7.11 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 2s SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM s.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FIN15NE5 s.1 5/8" TYPE X GYP BOARD 92 (1) LAYER 1/2" TYPE "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BBYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.� (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD 9.s 5/8" EXTERIOR GYPSUM SHEATHING O 9.11 (1 LAYER 1/2" TYPE "X" GYP BD 1 2 RESILIENT CHANNEL (1 HOUR RATED) REFERENCE NOTES 1. SEE INTERIOR FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATI ❑N, 2, SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3, FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL C❑NDITI ❑NS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6, SEE SHEET 004 FOR VERTICAL PARTITION TYPES and LOCATI ❑NS, 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES. r U W U Q M 0 M �D M co w z 0 a 0 00 D 0 0 a. 0 0 N w S w z w Q r w z 0 z N M SPRINGHILL SUITES Aarnott TOP OF PLATE EL. 141'- 6 -3/8" I I I SEE DETAIL SHEET 555 FOURTH LEVEL FLOOR LINE EL. 132'- 9 -7/8 "� SEE DETAIL SHEET 555 THIRD LEVEL FLOOR LINE EL. 122'- 11- 3/4 "-d SEE DETAIL SHEET 555 SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8 "�4 FIRST LEVEL FLOOR LINE EL. 100' -0" SEE WALL SETION - 2 -550 FOR DETAILS CUT SECTION 3/1 G" = 1 ' -O" *CURRENT SET AS OF 11 -20 -2008* OF PLATE EL. 141'- 6 -3/8" TH LEVEL FLOOR LINE EL. 132'- 9 -7/8" THIRD LEVEL FLOOR LINE EL. 122'- 11 -3/4" SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" RST LEVEL FLOOR LINE EL. 100' -0" - SEE WALL SETION 3 -550 FOR DETAILS s(. " �wZoxbur 0 ww U W wO w� 0 N �a = O Q co Im U- O r- Z ul o z C O ..� = � v z _O 0 Qv� I cn z - J X �U� L1J co w w w Er < O i� =_� � Z U) tn�0 L9 w Q�� 0 C z0 0 Z z = D LLJ w U)0_x a0 �+ �z0 ti � Wzw ww m:w0 L ij co 0 0 N O N U) U- O C O v CD 0 � Qv� C7) LiJ vim¢ < O i� m Z�W z = -�J p zC= Q 11 ti z�� LU CL L ij W N _OZ �/'� co Cn � ° c O cr- O I- Z a. I Z I U) co z O Q 11� N a m Z � w C U) r-Q J uj4tZ - ooW& Z CO w J >OOU W r LL ��a� SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 9 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.16 PRECAST LINTEL 9" HIGH 3.17 PRECAST (SEE DETAILS) MA50NRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS 26 5� at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND I/ Ivilm CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE SEE DETAIL 10 ON 4.4 BRICK CAP - SEE DETAILS SHEET 555 METALS - SHEEDTE555 4 ON 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. s.5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.s PREFINISHED METAL FLASHING P 9.12 9.3 9.3 9.12 TYP. 5.s .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS BLOCKING - TYP. (PROVIDE HEAT TAPE) BEARING VALL 1 5.1t .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF 9.11 5.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLASTICS s.1 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.6 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.8 DOUBLE - 2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 6.10 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING s.13 BLOCKING AT +8' -0" 6.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C 6.17 OVERBUILD AREA s.1a MONO TRUSSES @ 24" 0/C s.ts GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" 0/C s.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING s.2 WOOD COLUMN - SEE STRUCT. 6.24 RIM BOARD - SEE STRUCT. s.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2 (4) 1.3/4 "x14" MICROLAM STRINGERS 6.29 3/4" PINE RISER s.3o 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING 6.36 HARDWOOD CAP 6.39 2x4 @ 24" 0/C s.4o 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.4 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS 0 7 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER 7.10 3.1/2" GLASS FIBER INSULATION 5 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) I I I Iv TOP OF PLATE EL. 141'-6-3/B" - 6.14 7.2 7.4 SEE DE AIL 4 ON I .15 SHEET 555 FOURTH LEVEL FLOOR LINE EL. 132' -9 -7/ " - 7.3 7.4 I 6.14 72 C l SEE DE AIL 4 ON SHEET 555 3.9 THIRD LEVEL FLOOR LINE EL. 122'-11-3/t" - 1 7.15 7.4 6.14 4.3 SEE DE AIL 4 ON---- I 4.1 SHEET 555 SECOND LEVEL FLOOR LINE EL. 113'-1-5/8" - DOUBLE 6.24 7.15 7.4 6.14 4.3 1 4.1 5.6 FIRST LEVEL FLOOR LINE EL. 100'j' 2 t G-ff� 9.1 6.2 i.t3 7.7 9.1 6 D 2 6.6 I r ED FILL 3.3 3.3 2.3 2.3 3.2 D C 1 CUT SECTION SEE WALL SETION 1 -551 FOR DETAILS *CURRENT 30 I 3/1 G" = 1' -0" SET AS OF 1 �20� D =[« 6.16 12 44 ,_ 15 12�' 9 5 Q s.11 0 ww 0 26 5� 2 C I/ Ivilm TYP. BEARING WALL s.t7 SEE DETAIL 10 ON CATWALK 30 MIN. RATED SHEET 555 SHEET 555 - SHEEDTE555 4 ON EXTEND GYP. BD F SEE D ETAIL ON SHEET 55 2 Oz D TO BOTTOM OF DECK __j J 7.11 5.4 5.4 6.9 BEAM TYP. P 9.12 9.3 9.3 9.12 TYP. 912 6.13 SEE STRUM 6.13 BOARD ROOM # 114 2 CORRIDOR 7.7 BLOCKING - TYP. 30 MIN. RATED BEARING VALL 1 U 9.8 6.2 --� 9.5 9.11 VWQ F'" 0 O Q H 3: J o Q z TYP. BEARING WALL - w m Lu c DOUBLE QUEEN SUITE #414 0 Z w o 1 HR. RATED SEE DETAIL 4 ON CORRIDOR SHEET 555 30 MIN. RATED SEE DETAIL 10 ON SHEET 555 :XTEND GYP. BD. BOTTOM OF DECK BEARING WALL - SEE DETAIL 4 ON SHEET 555 9 2 7.10 f � 1 BLOCKING - TYP. � E 9 5 Q s.11 0 ww 0 6.2 9.5 Q 911 C TYP. BEARING WALL TYP. BEARING WALL DOUBLE QUEEN SUITE 0 314 9 , CORRIDOR 30 MIN. RATED 30 MIN. RATED 1 HR. RATED SHEET 555 - SHEEDTE555 4 ON 5.4 6.9 F SEE D ETAIL ON SHEET 55 C9,2\1 7.10 I o I BLOCKING - TYP. 6.26.2 9 5 Q s.11 0 ww 0 TYP. BEARING WALL TYP. BEARING WALL DOUBLE QUEEN SUITE 0 214 91 GORRIDOR IL wO 1 HR. RATED SEE DETAIL 4 ON SEE DETAIL 4 ON 30 MIN. RATED SHEET 555 SHEET 555 3.5 6.10 6.11 5.4 6.9 2 Oz D LL __j J 7.10 BLOCKING - C Q _O Z Z o r- BEAM TYP. P 9.12 9.3 9.3 9.12 TYP. 912 6.13 SEE STRUM 6.13 BOARD ROOM # 114 2 CORRIDOR 1 HR. RATED U) Q 30 MIN. RATED BEARING VALL 1 Z 6.13 TYP. ,E Q EN SUI 1 HR. RATED FEN TYP. .E Q m o 2.3 2009* SLIP JOINT WHERE NON- BEARING STUDS HIT TRUSSES - TYP. TYP. .E QLEEN 1 HR.1 FATED 7.15 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS Ss SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM 8.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FIN15HE5 s.1 5/8" TYPE X GYP BOARD s 2 (1) LAYER 1/2" TYPE„ "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.7 (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" O/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.8 (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING O 9.11 (1 LAYER 1/2" TYPE "X" GYP BD 1 2 RESILIENT CHANNEL (1 HOUR RATED) B A SEE PARAPET SETION I 1 -552 FOR DETAILS 5. 6.39 1 #413 -TOP OF PLATE L. 141' - 613/8" BLOCKING - SEE STRUCT. - O FOURTH LEVEL FLOOR LINE BLOCKING - SEE STRUCT. EL. 132'- 9 -7/8" 1 BLOCKING - SEE STRUCT. 3.9 - THIRD LEVEL FLOOR LINE EL. 122'- 11 -3/4" 7.15 1 7.4 6.14 4.3 4.1 5.6 5.6 BLOC ING AS RE UIR D Orr ANGLE IRON - OS ECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" - BLOCKING - SEE STRUCT. 7.3 SEE STRU STRUCT. s.5 s.3s 2x10 SEE STRUCT, s.3 FOR SPACEING I M EETING OOM # 113 1 HR. RATED 3.3 1 - + FIRST LEVEL FLOOR LINE EL. 100' -0" 2.3 I I � ENGINEERED COMPACTED FILL SEE WALL SETION B 4 1 -550 FOR DETAILS REFERENCE NOTES 1, SEE INTERIOR FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATION, 2, SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4. R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL C❑NDITI ❑NS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6. SEE SHEET 004 FOR VERTICAL PARTITION TYPES and LOCATIONS. 7, SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, J -� , k s a .:� :jy "D cl s -.. CHI , a. M M co w z a ° O U W ° ° N I [i' z W Q > a r I m W I \ 0 z N M SPRINGHILL SUITES Aarnott , J r LL D �do 0 ww 0 W wx 0 N IL wO M LL W m W 2 Oz D LL __j J �QZ C Q _O Z Z o r- P V) Q M U LL F U) Q l.l.l co a w w w Z =_� F cn Q O C; V VWQ F'" 0 O Q H 3: J o Z0x z E D ¢ } 0 'S - w m Lu c �UH C Z w o = o O a z cim w ZU ¢_ C� P� Z t=-wO J r LL D �do 00 0 0 N M N _ to 0 LL C Q Q 0 o oOlz U) Q QViE uj J C; V VWQ J o .� � Lu c!� �UH ZJJ O a z cim P� Z Z" w Ui di w d W N N c c < U c C � W W C.� O 0 1 O F F•-za 1 z z 1 Z v v) N N a- 4t Z ( (n � � ww Q J N I` M Lu I *k Z J Z N M H H * Z 0 CO L LV � � >O0 CN S 1 TE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 9 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.ts PRECAST LINTEL 9" HIGH PRECAST (SEE DETAILS) MA50NRY 4.t BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE 4.4 BRICK CAP - SEE DETAILS METALS 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 5.5 H -1 METAL ANCHORS - SEE STRUCT. DRAGS. 5.s PREFINISHED METAL FLASHING 68 .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 5.11 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 5.12 STANDING METAL SEAM ROOF 5.z STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLAFIC5 s.t 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.s DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING s.10 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.t1 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING s.t3 BLOCKING AT +8' - 0" s.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C OVERBUILD AREA s.1s MONO TRUSSES @ 24" 0/C 6.19 GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" 0/C s.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING 6.23 WOOD COLUMN - SEE STRUCT. s.24 RIM BOARD - SEE STRUCT. s.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2a (4) 1.3/4 "x14" MICROLAM STRINGERS s.2s 3/4" PINE RISER s.30 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING s.35 SOLID BLOCKING 6.36 HARDWOOD CAP 6.39 20 @ 24" 0/C s.4o 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 6.43 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 M015TURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS 0 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER x.10 3.1/2" GLASS FIBER INSULATION BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA 23 ICE AND WATER MEMBRANE AT EAVE AND VALLEYS zs SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS Ko MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS $.2 ALUMINUM ENTRY SYSTEM s.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FIN15HE5 s.1 5/8" TYPE X GYP BOARD O s2 1) LAYER 1/2" TYPE "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.� (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.a (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING O t1 (1 LAYER 1/2" TYPE "X" GYP BD 1)2' RESILIENT CHANNEL (1 HOUR RATED) REFERENCE NOTES 1, SEE INTERIOR FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATI ❑N, 2, SEE BLDG PLANS FOR PARTITI ❑N TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATI ❑N CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL CONDITIONS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6. SEE SHEET 004 FOR VERTICAL PARTITION TYPES and LOCATIONS. 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, U W F_ U Q M M M 0 00 W z 0 _ a- 00 F_ 0 0 a 0 N W W Z) z w 0 W z 0 z 0 N lfl M SPRINGHILL SUITES .AAarnott SEE SHEET 304 FO PORTA COCHERE DETA w J J Z M t 7/8" -3/4" SEE PARAPET SETION 3 -552 FOR DETAILS - $S ECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" ING - RUCT. STRUCT. ACEING - 0 FIRST LEVEL FLOOR LINE EL. 100' -0" 7 r n j, ,k i ) .,r O Q Cl V O P LLI co U Q O Z O o; m of 0 ww U �O wQ� W n. 0w H F- mW 2ZO �Qz H z H _o ( I ) Z UU� o a: w = FAD w aP� ZOO W_ Owl w Za0 � LU ¢_ LLj F_ w 0 KE 00 0 0 N T_ M N T _ (n LL O Q U wz� O O E (!) ¢ViR uj C;) VWQ C J . � C!1 �UH Z Z�J C -� Z c ' = 'nn Q r O z I` Z�� N w =a V CO' 0 d= W N UQZ O J O U O cy) ~Za U) c1r) oQ ti � a_ 4t r w Q z cn -r M ti w4t Z _I N Q ¢zF- z 0OW� N w M >o0 M J ' LL w w W S2 wa0 W KE SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 23 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.1s PRECAST LINTEL 9" HIGH 3.17 PRECAST (SEE DETAILS) MASONRY a.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C a.3 AIR SPACE 4.a BRICK CAP - SEE DETAILS METALS s.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 9 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.s PREFINISHED METAL FLASHING 5.s .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR 0 5 10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 53 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF 5.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLASTICS s.1 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.s DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 0 11.7/8" DEEP I JOISTS - SEE STRUCT, FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE 6.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.13 BLOCKING AT +8' -0" 6.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" O/C OVERBUILD AREA s.1e MONO TRUSSES @ 24" O/C s.1s GIRDER TRUSS s.2a 2x6 OUTLOOKERS @ 24" 0/C s.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING s.2 WOOD COLUMN - SEE STRUCT. s.24 RIM BOARD - SEE STRUCT. s.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2s (4) 1.3/4 "x14" MICROLAM STRINGERS s.2s 3/4" PINE RISER s.3o 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING 6.36 HARDWOOD CAP 6.39 2x4 @ 24" 0/C s.4o 2x6 @ 24" 0/C s.a 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.4 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 5 EIFS TRIM - SEE DETAILS O 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 7.7 4 MIL VISQUEEN MOISTURE BARRIER 7.10 3.1/2" GLASS FIBER INSULATION 7.11 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA �2 ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 2s SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM s,3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES s.1 ( 5/8" TYPE X GYP BOARD )) 9.2 B1YP LAYER 12" TYPE 'Y' GYP BID OVER BID OVER 1/2" RESIL CCHANN RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE 9.7 (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) 9.s (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING 9.11 1I2 RESILIENT C A TYPE "X" GYP NEL (1 HO R RD TED) 2' 03 M CD M M 0 co W z 0 d CD 0 00 r 0 a 0 N W r W D z W r Z r 0 z N M FO TI SECOND LEVEL FLOOR LINE EL. 113' -1 -5 FIRST LEVEL FLOOR LINE EL. 100' -0 "-o�- ENGINEERED COMPACTED FILL CUT SECTION 3/1 G" = 1'-0" I I i I I I I I 77 SLOPE UPS TOWATUWAIO.LALL 1 S EET 555 4 4N I CYCC SEA D TAIL 4 A j L( El I I I SEt DE TAIL 4 S SECOND LEVEL FLOOR LINE EL. 113 '- H T 555 - E 1 SEE WALL SETION 3 -551 FOR DETAILS ENGINEERED COMPACTED FILL * CURRENT SET AS O 1 009 CUT SECTION 3/1 G" = I.-o" REFERENCE NOTES 1. SEE INTERI ❑R FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATION, 2. SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL C❑NDITI ❑NS 5. ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6. SEE SHEET 004 FOR VERTICAL PARTITI ❑N TYPES and LOCATIONS. 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, SLOPE UP WA 4MKLOLL i ENGINEERED COMPACTED FILL 1� U W F_ U Q SPRINGHILL SUITES Aarnott , " d • Lij • w. • • ., �? �( ♦ �. 303 OF PLATE EL, 141'- 6 -3/8" COND LEVEL FLOOR LINE EL. 127'- 10 -7/8" SECOND LEVEL FLOOR LINE EL. 118' -3/4" - I - SECOND LEVEL FLOOR LINE EL 106'- 10 -1/4" FIRST LEVEL FLOOR LINE EL. 100' -0" `z J ww U U W 0 N IL w 0 F = O � z Q F_mW N V _ �- z LLI o z U) �0 z D z cn CL' O 0) z�z - °r Q Cn - U cn < LL U) wz� X f- W www w ~= F _ 0 Z ► wQo o Q F- � U � ~ a. i Zow z�D C a o W m 0Lu w ry w ZW o a m �UH >+ �i0 Z J � o W zww C D¢� Z�= w w t Ix O " d • Lij • w. • • ., �? �( ♦ �. 303 OF PLATE EL, 141'- 6 -3/8" COND LEVEL FLOOR LINE EL. 127'- 10 -7/8" SECOND LEVEL FLOOR LINE EL. 118' -3/4" - I - SECOND LEVEL FLOOR LINE EL 106'- 10 -1/4" FIRST LEVEL FLOOR LINE EL. 100' -0" `z J w 0 0 N M N V _ U) LL O C O Q U wz� QoiE U � Q C J o - ¢U� _ .� c LLJ m �UH Z J � o C D¢� Z�= z�� � w U) CC U �' 0 W N �oz ¢ D ��� O J O �1� �za- z , V z � VJ o¢ti NCL 4� - z z -L�_ = v� ti Lu uj F 2 uj4*z N " d • Lij • w. • • ., �? �( ♦ �. 303 OF PLATE EL, 141'- 6 -3/8" COND LEVEL FLOOR LINE EL. 127'- 10 -7/8" SECOND LEVEL FLOOR LINE EL. 118' -3/4" - I - SECOND LEVEL FLOOR LINE EL 106'- 10 -1/4" FIRST LEVEL FLOOR LINE EL. 100' -0" `z J SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 112 INCH PER FOOT MIN. 2.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.1s PRECAST LINTEL 9" HIGH 3.17 PRECAST (SEE DETAILS) MASONRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE 4.4 BRICK CAP - SEE DETAILS METALS 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS, 5.s PREFINISHED METAL FLASHING 5.a .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR 0 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 5.11 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 5.12 STANDING METAL SEAM ROOF ENGINEERED COMPACTED FILL U W I U a M M m co w z 0 CD a CD 00 E- 0 0 a a_ N 4 Li w D z W r ,n Li z 0 0 z 0 N 0 co SPRINGHILL SUITES Aarnott ENGINEERED COMPACTED FILL *CUR 1 CUT S ECTION )4 3/ 1 G" = 1' -O" NT s.2 WOOD COLUMN - SEE STRUCT. 6.24 RIM BOARD - SEE STRUCT. s.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2s (4) 1.3/4 "x14" MICROLAM STRINGERS 6.29 3/4" PINE RISER s.3o 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING 6.36 HARDWOOD CAP 6.39 2x4 @ 24" 0/C s.ao 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.4 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS 0 a AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER 7.10 3.1/2" GLASS FIBER INSULATION 7.11 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) 2 04 CUT SECTION # G 7.15 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 2s SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM a.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES s.1 5/8" TYPE X GYP BOARD O s 2 1) LAYER 1/2" TYPE„ "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING 9.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.7 (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) 9.a (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING O 911 (1 LAYER 1/2" TYPE "X" GYP BD 1)2' RESILIENT CHANNEL (1 HOUR RATED) 3/1 G" = 1 ' -O" REFERENCE NOTES 1. SEE INTERI ❑R FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATION• 2. SEE BLDG PLANS FOR PARTITI ❑N TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATI ❑N CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL C ❑NDITI ❑NS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6. SEE SHEET 004 FOR VERTICAL PARTITI ❑N TYPES and LOCATI ❑NS, 7, SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, G F E I I I 12 6.4 51 I I I s.1s� �_ �� � 6.17 TOP OF PLATE EL. 141'- 6 -3/8" STEEL GUARDRAL (PO COAIED) - +42' FROM FLOOR LINE SUCH THAT A 4• SPHERE MAY NOT PASS TEN +4Y ,.,/fO.1/2' 1 Gk STEEL RM 3/4 S1EF1 BRAS SUCH THAT C- ffIL/M Y NOT PAZ M. FOURTH LEVEL FLOOR LINE EL. 132'- 9- 7/8 " "'�'�" 6.22 � I S__ GUARDR (P COATED) - +42 FROM FLOOR LINE SUCH THAT A C WNW MAY NO PASS TIM +42 i.,//22''d.t/2' , GA S1FD. ,BEES AR1CX - SP • Y 0/C MAX 3 /4 �H S EIC� Y MRS PA THAT 4* MOT PASS M.. THIRD LEVEL FLOOR LINE EL. 122'- 11 -3/4" " G ' 7�4 I I SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" 1 DOUB�E r � ) BLOCKING - TYP. U s.2 TYP. BEARING WAL KING SUITE # 212 9.1 .. C UT SECTION 5.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLASTICS s.1 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING 6.6 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.s DOUBLE - 2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING s.10 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE 6.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.13 BLOCKING AT +8' -0" s.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C s.17 OVERBUILD AREA 6.18 MONO TRUSSES @ 24" 0/C 6.1s GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" O/C s.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING SET AS OF vlw 1 �20� �?� 0 0 9 EXTEND GYP. BD. TO BOTTOM OF DECK (TYPICAL) 7.11 5.4 7.7 BLOCKING - TYP. V 9.8 6.2 TYP. BEARING WAL 9.1 KING SUITE # 412 EXTEND GYP. BD. 1 HR. RATED TO BOTTOM OF DECK ---_ 3.5 - (TYPICAL) s 2 P 7.10 BLOCKING - TYP. 6.2 TYP. BEARING WAL KING SUITE # 312 s.1 1 HR. RATED EXTEND GYP. BD. TO BOTTOM OF DECK 3.5 (TYPICAL) I I fl7 IPI 6." 6.13 BRACE TO STRUCT. u AS REQU IRED TYP. 9 3 KING SUITE # 112 s.2 1 HR. RATED /--� BEARING WAL 5.6 FIRST LEVEL FLOOR LINE EL. 100' -0" 2.1 1 3.1 3.2 ENGI COMPAI SEE WALL SETION 2 -550 FOR DETAILS G F CUT SECTION v a ; 3/1 G" = P-0" 9.1 HR. RATED EXTEND GYP. BD. TO BOTTOM OF DECK (TYPICAL) BLOCKING - TYP 35 2.3 3.2 ED FILL n U wW U �O W w w 0 u_a = oo Q HmW 0 0 WOz .. D � J Q cn z Lu O z or Z cc! Q� Q W co WwW W F- = 0 3: V D Z o C5 It W� f O ° IL J Z O w z�m o�of � m craw Lu ZWo W Z W Z W ui FWO COMPACTED FILL COMPACTED FILL 00 Q 0 N !_ M N _ c f) LL O 0 Q V (DO ) ¢pR U � C O w } w • � m 0 Z3 LU Z_jJ 11 J_ 0 C ZM= a "C`] Imo- Z�� N ui U Vow W 04 r cn¢Z o vWj =w U O cn _j O =- (D O t ? a U) E Z F- V J co z o C z = �L�_ Q = r- uwWQ M ~ M LU m Z 0OW� M N J � >o° w Cr w LL SQ or, COMPACTED FILL COMPACTED FILL SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 2.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.16 PRECAST LINTEL 9" HIGH PRECAST (SEE DETAILS) MASONRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C a.3 AIR SPACE a.a BRICK CAP - SEE DETAILS METALS 8 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.a SIMPSON HANGER - SEE STRUCTURAL DWGS. 5.5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.s PREFINISHED METAL FLASHING 5.s .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 5.11 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 5.12 STANDING METAL SEAM ROOF 5.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLASTICS s.1 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.s DOUBLE - 2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 0 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.11 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING s.13 BLOCKING AT +8' -0" s.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.1s FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C OVERBUILD AREA s.1s MONO TRUSSES @ 24" 0/C 6.19 GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" 0/C 6.21 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" O/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.23 202 - SEE STRUCT. FOR SPACING 6.23 WOOD COLUMN - SEE STRUCT. s.24 RIM BOARD - SEE STRUCT. 6.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2a (4) 1.3/4 "x14" MICROLAM STRINGERS s.29 3/4" PINE RISER 6.30 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING 6.36 HARDWOOD CAP s.3s 20 @ 24" 0/C s.ao 2x6 @ 24" 0/C s.a 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.4 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 8 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER x3 3.1/2" GLASS FIBER INSULATION 5 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA 23 ICE AND WATER MEMBRANE AT EAVE AND VALLEYS zs SINGLE - PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS a.2 ALUMINUM ENTRY SYSTEM s.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINI5NE5 s.1 5/8" TYPE X GYP BOARD O s2 1) LAYER 1/2" TYPE "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.� (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD s.9 5/8" EXTERIOR GYPSUM SHEATHING s.11 1,2 " CHANNEL (1 HOUR RATED) REFERENCE NOTE5 1, SEE INTERI ❑R FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATI ❑N, 2, SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL CONDITIONS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6, SEE SHEET 004 FOR VERTICAL PARTITI ❑N TYPES and LOCATIONS, 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, 0 Q of U rn J w O F- X Z3 Q Z C7 O 00 o�c SPRINGHILL SUITES Aarn TOP OF PLATE EL. 141'- 6- 3/8' -i�- FOURTH LEVEL FLOOR LINE EL. 132'- 9- 7/8 "-o�- THIRD LEVEL FLOOR LINE EL. 122'- 11 -3/4" �- SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8 "- , FIRST LEVEL FLOOR LINE EL. 100' -0 "-, - I CUT SECTION 305 3/1 G" = P -a' * CURRENT SET AS O 1 2008 2 CUT 5ECTI0 N 3 0 5 3/1 G" = 1' -O" {�.ELEV. 147' - 9 -3/4" --TOP OF PLATE EL. 141'- 6 -3/8" - FOURTH LEVEL FLOOR LINE EL. 132'- 9 -7/8" -� -THIRD LEVEL FLOOR LINE EL. 122'- 11 -3/4" -$-SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" -$ -FIRST LEVEL FLOOR LINE EL. 100' -0" �F r a s TE 0 & m 0 co 0 0 d 0 N W w D Z W Q r CL W z 0 z CD N M U) w U) J J Z 1 1 U1 Z O U W U) �1 t M ( 0 Li Z 0 a I U W F_ _ U Q 0 ww 0 �O ww U) 0- U- F_mW 2 Z0 w az Z � _ O � Q � L OV w w = ~ HAD Q w ZOO Ow w Za0 �wz �1:O ° zw Lu t COMPACT D FILL wmr /A itu riLL 12 13 14 15 6 c^i nnr I /n" /r-'r 00 C) 0 N O N cl) LL O c O a U �O� (n QUrY U�Q IC J 0 QUA . � rn C3UH m Z J J " Q ti Z�of N Lu CL CDI ooh N cn ° z t!) ° Lu - O O �?a M d `/ VJ Nd�(� Z UJ �' U 1 ` LLI m Q F- M CN T_ Z FEZ 0OW� C� W = >o° N -j Ch wocw r LL cl)ac ° COMPACT D FILL wmr /A itu riLL 12 13 14 15 6 c^i nnr I /n" /r-'r SITE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 2.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND, PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.9 PRECAST SILL 9" HIGH 3.ts PRECAST LINTEL 9" HIGH 3.17 PRECAST (SEE DETAILS) MASONRY 4.1 BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" a /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE 4.4 BRICK CAP - SEE DETAILS METALS 5.i STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. s.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 5 H -1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.s PREFINISHED METAL FLASHING 5 .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O s.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) s.11 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF s.2 STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. 5.3 METAL DECK RAILING WOOD AND PLASTICS s.1 20 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT, FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.8 DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 6.10 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.11 3/4" T & G SHEATHING NAIL AND GLUE s.12 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.13 BLOCKING AT +8' - 0" 6.14 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.ts FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C OVERBUILD AREA s.18 MONO TRUSSES @ 24" 0/C s.ts GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" 0/C s.2t 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1 /2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.23 2x12 - SEE STRUCT. FOR SPACING s.2 WOOD COLUMN - SEE STRUCT. 6.24 RIM BOARD - SEE STRUCT. s.2s GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.28 (4) 1.3/4 "x14" MICROLAM STRINGERS s.29 3/4" PINE RISER s.30 1.1/8" TREAD 6.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING s.3s HARDWOOD CAP s.39 2x4 @ 24" 0/C s.4o 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. s.4 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT, FOR SERIES & SPACING THERMAL 4 MOISTURE 5 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 5 EIFS TRIM - SEE DETAILS 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER x.10 3.1/2" GLASS FIBER INSULATION 7.11 BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) EXTERIOR FINISH SYSTEM (EFS) 5 INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 26 SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 35 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS 8.2 ALUMINUM ENTRY SYSTEM 8.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FINISHES 9.1 5/8" TYPE X GYP BOARD O s 2 1) LAYER 1/2" TYPE„ "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.s ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE 9.7 (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING O 911 (1 LAYER 1 2' TYPE "X" GYP BD 1)2" RESILIE T CHANNEL (1 HOUR RATED) REFERENCE NOTE5 1. SEE INTERI ❑R FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATION, 2. SEE BLDG PLANS FOR PARTITI ❑N TYPES AT PUBLIC SPACE ADJACENCIES 3, FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL CONDITIONS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6, SEE SHEET 004 FOR VERTICAL PARTITION TYPES and LOCATI ❑NS. 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES. M CD M �D M 00 w Z 0 U W U Q ID co 0 > 0 0 (° w w z w w z D x 0 z Cl cu M SPRINGHILL SUITES jlkarnOff FOURTH LEVEL FLOOR LINE EL. 132'-5 1/5" -`Y THIRD LEVEL FLOOR LINE EL. 122' -II 3/4" 3 SECOND LEVEL FLOOR LINE EL. 113' -I 5/8" 3 MAIN LEVEL FLOOR LINE EL. 100' -0" -`1' *CURRENT SET AS OF 11 -2 CUT SECTION m ��� AR�y p Q lc-:) B• N( U) w U) t t 0 U O H X U LU co Q Z O 00 m 0 ww U �O w p� (f) IL 0w (D mW 2 Z0 �az Z o H z U- w F-- = w = t F- Ix D w aF- 3: ZOO Ow w EL w za0 �m0 W zww F- XO 1 �97 RO co O O CV O N LL O 0 Q U C (n ¢U� � UOCQ C J0� . � U ui 0UH � Z�J zM ¢�z p ti z N w a- Cn _ Qo V �� W N T _ z o � =w DJO O F-?a z 1 >�/� Z vJ C uj Q L U) 1 � w mQ Lu ~ H � q Z N Q H ¢zr W °Ow0 w in - 0 �wCKw M N J LL C � Da- 0 W r 1 �97 RO 51TE CONSTRUCTION 2.1 FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. 2.3 4" GRAVEL FILL CONCRETE 3.1 CONCRETE FOUNDATION WALL - SEE STRUCTURAL DRAWINGS 3.2 CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN 3.3 4" CONCRETE SLAB W/ FIBERMESH - SEE STRUCT. 3.5 1" LEVEL ROCK 3.s PRECAST SILL 9" HIGH 3.16 PRECAST LINTEL 9" HIGH PRECAST (SEE DETAILS) MASONRY 4.i BRICK W/ HECKMANN NO.260 22 GA. TIES NAILED TO STUDS at 16" o /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZONTAL JOINTS at 16" 0/C 4.3 AIR SPACE 4.4 BRICK CAP - SEE DETAILS METALS 5.1 STEEL BEAM - SEE STRUCT. FOR ADDITIONAL INFO. 5.4 SIMPSON HANGER - SEE STRUCTURAL DWGS. 5 H - 1 METAL ANCHORS - SEE STRUCT. DRWGS. 5.6 PREFINISHED METAL FLASHING 9 .027 PREFINISHED ALUM. DRIP, MATCH ROOF COLOR O 5.10 019 PREFINISHED ALUM. GUTTERS AND DOWNSPOUTS (PROVIDE HEAT TAPE) 8 .019 PREFINISHED ALUM. FASCIA AND SOFFIT (VENTED) 0 STANDING METAL SEAM ROOF STEEL COLUMN - SEE STRUCT. DWGS. 5.35 STEEL TUBE - SEE STRUCT. 5.36 STEEL ANGLE - SEE STRUCT. METAL DECK RAILING WOOD AND PLASTICS s.i 2x4 STUDS - SEE STRUCT. FOR SPACING s.2 2x6 STUDS - SEE STRUCT. FOR SPACING s.3 2x8 STUDS - SEE STRUCT. FOR SPACING s.s 2x6 TREATED PLATE - W/ 5/8" DIA. BOLTS W 2x2 WASHER s.s DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. s.s 2x10 - SEE STRUCT. FOR SPACING 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 3/4" T & G SHEATHING NAIL AND GLUE 16" DEEP ROOF JOISTS - SEE STRUCT. FOR SERIES & SPACING 6.13 BLOCKING AT +8' -0" 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. FACTORY ENGINEERED WOOD TRUSSES @ 24" 0/C s.» OVERBUILD AREA 6.18 MONO TRUSSES @ 24" 0/C s.19 GIRDER TRUSS s.2o 2x6 OUTLOOKERS @ 24" O/C 2x4 CROSS BRACING BETWEEN TRUSSES @ 24" 0/C BY TRUSS MFGR. s.2 9.1/2" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING s.2 2x12 - SEE STRUCT. FOR SPACING s.2 WOOD COLUMN - SEE STRUCT. 6.24 RIM BOARD - SEE STRUCT. 6.25 GABLE END TRUSS s.2 WOOD BEAM - SEE STRUCTURAL DRAWINGS s.2s (4) 1.3/4 "x14" MICROLAM STRINGERS s.2s 3/4" PINE RISER 6.30 1.1/8" TREAD s.34 WOOD HANDRAILING - +36" FROM NOSING 6.35 SOLID BLOCKING s.36 HARDWOOD CAP 6.39 2x4 @ 24" 0/C 6.40 2x6 @ 24" 0/C s.4 5/8" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 6.43 TAPERED 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING THERMAL 4 MOISTURE 7.2 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) 7.3 EIFS TRIM - SEE DETAILS O 4 AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) 5 4 MIL VISQUEEN MOISTURE BARRIER 3.1/2" GLASS FIBER INSULATION BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) 7.12 EXTERIOR FINISH SYSTEM (EFS) INSULATION PER SPECIFICATION 072000.4.01 VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA 23 ICE AND WATER MEMBRANE AT EAVE AND VALLEYS 5 SINGLE -PLY MECHANICALLY FASTENED EPDM ROOF MEMBRANE 3o ASPHALT SHINGLES (40 YEAR ARCHITECTURAL GRADE) 3s 2" RIGID INSULATION 3s PTAC UNIT SEE MECHANICAL DRAWINGS MOISTURE BARRIER IN POOL AREA - SEE SPECIFICATIONS DOORS AND WINDOWS s.2 ALUMINUM ENTRY SYSTEM s.3 ALUMINUM WINDOW - SEE PLAN AND ELEVATIONS FOR SIZES FIN15HES s.i 5/8" TYPE X GYP BOARD O s2 1) LAYER 1/2" TYPE "X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1/2 RESILIENT CHANNEL (1 HOUR RATED) s.3 5/8" TYPE C GYP BOARD ON CEILING s.5 ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE s.� (1) LAYER 5/8" TYPE X GYP BOARD OVER 3/4" FURRING CHANNELS @ 16" 0/C OVER (3) LAYERS 5/8" TYPE X GYP BOARD (2 HOUR RATED) s.s (2) LAYERS 5/8" TYPE X GYP BOARD s.s 5/8" EXTERIOR GYPSUM SHEATHING O s.>> (1 „LAYER 1/2" TYPE "X" GYP BD 1)2 RESILIENT CHANNEL (1 HOUR RATED) REFERENCE NOTES 1, SEE INTERI ❑R FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUAL FOR FINISH SPECIFICATION. 2, SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 4, R- VALUES FOR ALL INSULATION CALL -OUTS ARE TO BE VERIFIED BASED ON LOCAL CONDITIONS 5, ASSEMBLIES NOTED INDICATE MINIMUM REQUIREMENTS, BUT ARE NOT INTENDED TO BE EXCLUSIVE 6, SEE SHEET 004 FOR VERTICAL PARTITION TYPES and LOCATIONS" 7. SEE SHEET 005 FOR HORIZONTAL PARTITION TYPES, M CD M M 00 W z 0 _ U W U Q 00 0 0 0 d 0 cv W W z W Q r W z D 0 z 0 N U M SPRINGHILL SUITES Aam `. GUT SECTION *CURRENT SET AS OF 11' �20 -2008* 12 ENGINEERED COMPACTED FILL , h F (n w U) J Z l O Q 0 v U fn J 0 w _O H x 0 LU co LL cl) Q Z O �.. O O J c� w_ Elf m p ww U �O w� Ua 0w H z ULJ =Z0 c Z p Z U- H LjJ W Lil H = W = F p Q W a�� ZOO OWE W Za.0 ��O w Q� 1 306b 00 0 0 N C) N r cl) LL O c O Q U C U) QV� U of Q C J0 < .� U m �V �cf)M Z ��' Z J a. J_ C = m C? Q � z O �- z�� N w a. cn tii U U o W N -°¢z Ch o v =w J O O (D I z Z v/ N a. q _ LIJ Z rr_/�� J VJ = M LLI r ' H � 2 �- z Z oOW CO W W�'O �www M N _j 306b 18' 17 .4 aaa I (16 4 304 11 I I II I - i STAIR 131 I ELEC. WATER 127a HEATER 129a 129 127a 15) I I I I 14 3a 302 I I 13 (12 11 10 0 / i 15- : 303 � II II SUN DECK 0 -6" POOL. N EQUIPMEN O O oi O O 127a 115 II 4 ME CH 0 II ° II II VE ELEV. Z 1 EXERCIS EQUIP. ` Q SWIM INq ROOM 407 4 F l - 2 - 1 - 1 Fl U) I PO 3 L I 3 I I I 1 117 o � 408 121 III ° III 3 \ 6 I I 405 ELEV. LOBBY 7 ( F I I I I I 5 119b 119a 1 117 8 410 6 4 410 2 II 405 2 STOR. MECH. ROOM u`� 7 3 129 127 125 0 N POOL WO TOILET TOILET 0 TO TOILET 406 5 I I 9 23 119b 119 5 405 III 113 b mo I I I 1 — II CO RRIDOR II I I I � 140 I m I � 12 i LAUNDRY GREAT UN 1ao II ROOM O O FOOD El 138 136 130 I BUFFET I I I PR 6P. O \ 118 i Li it STOR. II 405 O O I I 136 II i \ � � EN RAL IVIM ER N OR — — — — �— — — — — — — — — — — — 118 — — — - - - - - V EST. - -�- - - - 128 —� - PATIO 6a I 304 LjI - - MARKET - - - - 126 - - r- C) - - - I - ENTRY I 12 130 BUSINESS THE - - - - CENTER - - - � AM • 1 11. 132 11 9 1 1 O 410 4 0 2 ` Cod 0 139 � — — — — — — — � W O I ROOM RK DESK O O U ALE 1 5 133 I I i 4 405 i❑ NAG 135 II 137 - I CO AL ' CIR LE I I I 3 113a I I I I = 114a 114 P BLI - POOL 3/1 6" = 1'-0" 2 301 I MEETINQI ROOM 11 I I 11 REFERENCE NOTES 8 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. I I (> CRITERIA NOTES CARD READER LINE OF SOFFIT ABOVE SEPARATION DOORS AT CORRIDORS SHALL ALWAYS RECEIVE MAGNETIC HOLD OPEN DEVICES TIED TO FIRE ALARM 0 00 U-1 z C3 CL v v 00 0 �,— o CD U W o N w 2 D L z w a r w I x z 0 z N SPRINGHILL SUITES Aarnott U 00 0 0 ww U W 0 N > 0 wn- 0 N O L'- O (1) n - = o� (D0 Q U "- m w =W0 Ez 2Z0 to vim¢ J =Z0 J O B U — J QUA .0 O ZQw H Q w< Q v�U) LU O wWw J � ) C/) w = (� Z N w =a Z =ZUi � F ao �w t� Upm (L CV Q QO0 u �ujW z �m I co 'T Q � �WZ U - _� >, LLJ =O U7 r— w m Q F- M M � ° z ° w ~z W z oOW� in 0 (6 Lu CV J w � 0 �w�w P 00 0 0 N 0 N C cu L'- O (D0 U - =W0 Ez to vim¢ J O B U — J QUA .0 w � uj z v�U) Q � oii� J � Qci� (� Z N w =a W =ZUi t� Upm C) CV �aZ (� u S2 -j -j 0 za CL O I U) 'T ; c� U - _� LLJ U7 r— w m Q F- M M � LIJ N "5-- ~z W z oOW� in (6 Lu CV J w � 0 �w�w LL N12 TO 8'ii ic=RE ASOVE SPLAY WiFeb - * GA 0 0' Oa N PLANE OF EAICM ED BCitFI �S' .R (TI w" 3 MAve N N OF RUN) - TYPICAL SEISMIC BRACING DETAIL NO SCALE t \ t� SMALLER THAN 144 Sa FT. WRM WALLS ON 4 SIDES EXiDOWx TO STFOMURE NEED NOT BE BRACED. (BOINDW WALLS MUST BE BRACED TO n IAl IFY) SUSP. GRID DETAIL NO SCALE DED CEILING DETAILS SUSP GW 3/1 G" = P-0` ND FLOOR SUSP GWB CEILING 9'- 0" A.F.F. ;ST FLOOR /1 ■ a fax VERTICAL HANGER WRE • 4'-D" Or- (PRO'VM AL 6$TFWx NOTE: SUSPENDED CEILINGS SHALL MEET REQUIREMENTS OF SECTION 1621.2.5.2.2 OF THE INTERNATIONAL BUILDING CODE HEAVY -DUTY T -BAR GRID SYSTEM SHALL BE USED. WIDTH OF THE PERIMETER SUPPORTING I I CLOSURE ANGLE SHALL NOT BE LESS 0 w w THAN 2 INCHES. IN EACH HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID I �I SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH uiIt w 1 -- 0.75 -INCH CLEARANCE FROM THE WALL � EL AND SHALL REST UPON AND BE FREE TO will SLIDE ON A CLOSURE ANGLE. ow FOR CEILING AREAS EXCEEDING 1,000 SQ. CLOS FT., HORIZONTAL RESTRAINT OF THE m w CEILING TO THE STRUCTURE SHALL BE 1020 PROVIDED AND DESIGNED TO MINIMZE wZ0 DIAPHRAGM LOADS. ..J FOR CEILING AREA EXCEEDING 2,500 SQ. =Z0 .- HEIGHT PARTITION SHALL BE PROVIDED. I U�Q J LL. � p ?Qw Z Lam, 3 F x U LL OUW U W }' Zap Lu Q =_F- ■ -oe (a z F�� �Q0 _ ,ee 1 N w wF_ Lu H F_ o a L 00 N Zoe W �=3 (n O z Q ot] 0 W tr ui Z Z O a cn ' 0 � cf) .� V J N 6- *k i U Z U) uiQo - Lu 2 N ii 1 i 1� e . 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WIDTH OF THE PERIMETER SUPPORTING I I CLOSURE ANGLE SHALL NOT BE LESS 0 w w THAN 2 INCHES. IN EACH HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID I �I SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH uiIt w HORIZONTAL DIRECTION SHALL HAVE A 1 -- 0.75 -INCH CLEARANCE FROM THE WALL � EL AND SHALL REST UPON AND BE FREE TO I - - - 11 1 1 d 1 SLIDE ON A CLOSURE ANGLE. ow FOR CEILING AREAS EXCEEDING 1,000 SQ. CLOS FT., HORIZONTAL RESTRAINT OF THE m w CEILING TO THE STRUCTURE SHALL BE 1020 PROVIDED AND DESIGNED TO MINIMZE wZ0 DIAPHRAGM LOADS. ..J FOR CEILING AREA EXCEEDING 2,500 SQ. =Z0 FT., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION SHALL BE PROVIDED. I U�Q J LL. *CURRENT SET AS OF 11 -20 -2008* I ::: T ......... Ln _ — PATIO 6a PUBLIC SPACE RCP 3/1 G'= 1'-0" O) REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430-434. C > CRITERIA NOTES 15 LINE OF SOFFIT ABOVE 56 THREE SECTION - MOTORIZED ROLLER SHADE MOUNTED ABOVE CEILING. CENTER PANEL 16'- 0" WIDE - END PANELS LOCATED BEHIND AND OVERLAPPING FRONT PANEL. 57 THREE SECTION - REMOVABLE CEILING ACCESS PANEL WITH CONTINUOUS METAL TRIMMED CEILING SLOT FOR ROLLER SHADE ACCESS. 58 CEILING ACCESS PANEL 62 ALL EXIT SIGN LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 63 ALL EM LIGHT LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 127 PROVIDE LIGHTING AT EVERY EXTERIOR ENTRANCE. REFER TO DESIGN AND CONSTRUCTION STANDARDS FOR EMERGENCY LIGHT REQUIREMENTS E1 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED COMMUNAL CIRCLE AND LOUNGE CIRCLE CEILING. LIGHTS ARE NO BE AIMED TOWARDS BULKHEAD. E2 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED DESK CLOUD CEILING. LIGHTS ARE NO BE AIMED TOWARDS UP AND OUT OVER CLOUD EDGE. M co M I M o w z 0 _ a- v v co D 0 I— o CL U W I— w st U W z W Q > a W > z F_ 0 z o N If i M SPRINGHILL SUITES Aarnott I I 0 w w 1 I �I W 11 uiIt w 1 -- � EL I - - - 11 1 1 d 1 ow Z 0 elf m w 0 C wZ0 W ..J I I *CURRENT SET AS OF 11 -20 -2008* I ::: T ......... Ln _ — PATIO 6a PUBLIC SPACE RCP 3/1 G'= 1'-0" O) REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430-434. C > CRITERIA NOTES 15 LINE OF SOFFIT ABOVE 56 THREE SECTION - MOTORIZED ROLLER SHADE MOUNTED ABOVE CEILING. CENTER PANEL 16'- 0" WIDE - END PANELS LOCATED BEHIND AND OVERLAPPING FRONT PANEL. 57 THREE SECTION - REMOVABLE CEILING ACCESS PANEL WITH CONTINUOUS METAL TRIMMED CEILING SLOT FOR ROLLER SHADE ACCESS. 58 CEILING ACCESS PANEL 62 ALL EXIT SIGN LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 63 ALL EM LIGHT LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 127 PROVIDE LIGHTING AT EVERY EXTERIOR ENTRANCE. REFER TO DESIGN AND CONSTRUCTION STANDARDS FOR EMERGENCY LIGHT REQUIREMENTS E1 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED COMMUNAL CIRCLE AND LOUNGE CIRCLE CEILING. LIGHTS ARE NO BE AIMED TOWARDS BULKHEAD. E2 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED DESK CLOUD CEILING. LIGHTS ARE NO BE AIMED TOWARDS UP AND OUT OVER CLOUD EDGE. M co M I M o w z 0 _ a- v v co D 0 I— o CL U W I— w st U W z W Q > a W > z F_ 0 z o N If i M SPRINGHILL SUITES Aarnott z 0 w w �t U W uiIt w � EL O ow Z 0 elf m w 0 C wZ0 W ..J U =Z0 co r J U) U�Q J LL. � p ?Qw Z Lam, 3 F x U LL OUW U W }' Zap Lu Q =_F- ■ e (a z F�� �Q0 _ N w wF_ Lu H F_ o a L 00 N Zoe W �=3 (n O z Q ot] 0 W tr ui Z Z O a cn ' 0 � cf) .� V J N 6- *k i U Z U) uiQo - Lu 2 N 1 z �t ° ° N O N Z 0 elf ° Q ZOr- W U U C) U) U�Q J LL. U QO L Lam, Lu F e U�t= U }' Zap Lu Z) ¢�'' ■ � Z '� LL N LL! LL- cr- U) o Lu z W LU N Q U) Q z W (n U e W �J0 U O cn ' 0 23 < cf) �— V J N 6- *k i U Z U) r– W uj - CO F- N z M J W Z 00W� t� w Wcn N —I �wOfw �r LL U wa.0 I) M I I �i 15' -0" 15' 4 303 I I � I I II 4 304 I I I 0 POOL. EQUI I I I I I I II I I I II Z I II I w WATER ELEC. � 127a HEATER II 129a I II 129 127a i q D -20 1 ED -201B I ° I I STOR. MECH. ROOM 129 127 125 0 STAIR 131 I 1 131 L o 9 3 \ IE AIR V SIZE BY A/ \ 321 \ I— i l U' 15-0" 16' -6" 3a 302 I I 1 I I ( i 15- No �1� CRITERIA NOT 5' ED -200 56 THREE SECTION - MOTORIZED ROLLER GR -202 SHADE MOUNTED ABOVE CEILING. CENTER 1 PANEL 16'- 0" WIDE - END PANELS LOCATED 1 BEHIND AND OVERLAPPING FRONT PANEL. 300 1 67 EMPLOYEE DEPOSITORY SAFE 70 LOCKERS 73 GR -600 TV MTD AND BRACED FROM ( STRUCTURE ABOVE @ 8' -0" AFF 74 GR -600 TV MTD ON COLUMN @ 6'4" AFF 3b 1 Ail 2 303 450 301 II II I II I RO -213 RO- DE .213 RO -213 RO -213 I RO -212 RO -212 RO -212 RO -212 RO -212 " v RE I 1611 121 RE 600 RE -615A RE-616 N � � I I i i -� MECH 1 115a I .n ELEV. EQUIP. 115b I 117 I II 121 III ELEV. LOBBY —� 117 PUBLIC SPACE FF &E LOCATION / 4' Marriott m Number a Description MEUF NC? RM 15- GENERAL MANAGER 6 MENS N POOL VTOILETS TOILET Y �/ STO 119b o ' , 119 III 113 b 123a I ( I I) I DrJ CORRIDOR GR-600 132 73 GR-60 74 I I 1 ' GR -100 7— 1 GR -200L GR -10 GR -204 I ��� GR. 1)24--, I � � � I I GR -10 GR -204 GR -103 114 GR -200R GR -208 I MR -503 — --� GR -206 GR -206 GR -207 GR- O7 ( R -20 GR -2 5 R - 20 I I GR -205 R -205 �'S R-20 -205 I I GR -206 GR -206 ❑ .0 6 GR -201 GR -201 10 p II UN �\M���SG CIR LE Y 5 RI 2 GR- 07 GR -10 J FOOD E�GGR -207 GR -20 G - I -20 GR -212 GR GR -212 Gi�1FFET PREP. GR -208 GR -208 -10 GR -205 118 II �� L I I ROOM DE -503 N AG OA-203 1 5 133 OA -201 137 13 5 A00 GREAT ROOM 138 136 130 I I II R -202 GR -211 GR -211 GR -202 GR -100 GR -103 � OA -201 �ER N OR - 13 - - - - - -- - - -- - - - - - - - 118 - - - GR -206 G- GR -206 GR -206 ( I 130 GR -205 GR -209 D -208 --� OD -20 _USINES _ THE \ CENTER MARKET = I = _ = I 126 — D -363 I\ O — — D -208 OD -210 0 — E NTRY oD -2o2 OD -20 VEST. VU . 05 u7 O 128 I I s F_ I I /lip 1' I ❑� C '.] • 115 R -20 I I MR -20 —MR -208 MR -209 i EMPLOYEE STOR. 136 ED -200 4 I) GR -202 GR -202 Table ED - 201 B 1 Table Base ED -500 1 Artwork II 1 Artwork '' GR 01 GR -205 GR -205 GR -205 GR -205 GR-6 1 II ED-400 1 Vanity Light OA -201 �ER N OR - 13 - - - - - -- - - -- - - - - - - - 118 - - - GR -206 G- GR -206 GR -206 ( I 130 GR -205 GR -209 D -208 --� OD -20 _USINES _ THE \ CENTER MARKET = I = _ = I 126 — D -363 I\ O — — D -208 OD -210 0 — E NTRY oD -2o2 OD -20 VEST. VU . 05 u7 O 128 I I s F_ I I /lip 1' I ❑� C '.] • 115 R -20 I I MR -20 —MR -208 MR -209 i EMPLOYEE DIN N ED -200 4 Armless Chair ED -201 1 Table ED - 201 B 1 Table Base ED -500 1 Artwork ED -501 1 Artwork EMPLOYEE TOILET ED-400 1 Vanity Light U Flat -600 1 R Panel 32" TV w/ RE -600D Mount RE -611 2 Treadmill RE -613 2 Elliptical Cross Trainer RE- 614OPT 1 Lifecycle RE -615A 1 Dumbell Rack w/ RE -615 Dumbells RE -616 1 Bench RE -700 1 Clock OD -202 2 !Ottoman OD -204 2 Ottoman Curved OD -205 4 19" Round Outdoor Table OD -206 2 Chair Module OD -207 4 Chair module OD -208 6 Outdoor oor Chair OD -210 3 30" Round Outdoor Table Top & OD -210A OD-400 4 Exterior Floor Lamp — POOL I I I RO -200 4 RO -201 4 RO -212 2 20" Round Table RO -213 3 Outdoor Chaise POOL DECK OD -4_00 3 Exterior Floor Lamp RO -212 2 20' Round Table RO -213 3 Outdoor Chaise ! SALES MANAGER OA - 201 1 Desk Chair OA -202 1 66x30 DESK — OA -203 1 Armless Ghair OA -300 1 36 "W 3 Drawer Lateral File OA -502 1 Artwork PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring OD -202 2 !Ottoman OD -204 2 Ottoman Curved OD -205 4 19" Round Outdoor Table OD -206 2 Chair Module OD -207 4 Chair module OD -208 6 Outdoor oor Chair OD -210 3 30" Round Outdoor Table Top & OD -210A OD-400 4 Exterior Floor Lamp — POOL I I I RO -200 4 RO -201 4 RO -212 2 20" Round Table RO -213 3 Outdoor Chaise POOL DECK OD -4_00 3 Exterior Floor Lamp RO -212 2 20' Round Table RO -213 3 Outdoor Chaise ! SALES MANAGER OA - 201 1 Desk Chair OA -202 1 66x30 DESK — OA -203 1 Armless Ghair OA -300 1 36 "W 3 Drawer Lateral File OA -502 1 Artwork PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring — POOL I I I RO -200 4 RO -201 4 RO -212 2 20" Round Table RO -213 3 Outdoor Chaise POOL DECK OD -4_00 3 Exterior Floor Lamp RO -212 2 20' Round Table RO -213 3 Outdoor Chaise ! SALES MANAGER OA - 201 1 Desk Chair OA -202 1 66x30 DESK — OA -203 1 Armless Ghair OA -300 1 36 "W 3 Drawer Lateral File OA -502 1 Artwork PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring POOL DECK OD -4_00 3 Exterior Floor Lamp RO -212 2 20' Round Table RO -213 3 Outdoor Chaise ! SALES MANAGER OA - 201 1 Desk Chair OA -202 1 66x30 DESK — OA -203 1 Armless Ghair OA -300 1 36 "W 3 Drawer Lateral File OA -502 1 Artwork PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring ! SALES MANAGER OA - 201 1 Desk Chair OA -202 1 66x30 DESK — OA -203 1 Armless Ghair OA -300 1 36 "W 3 Drawer Lateral File OA -502 1 Artwork PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring PB -503 1 Artwork PR-401 1 Vanity Light R - P500 1 Frameless Mirror w/ Frosted - WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring WORKROOM . `° ` ' `" ' OA -203 3 Armies s_C OA -500 1 Artwork r OA -501 1 Artwork OA -700 1 Clock I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring I_ WOMENS TOILET M CD i M W z 0 n. 0 > H o U W W W ° L N 1 Li H i z Q > Q r w 1 z T 0 z ° N c� SPRINGHILL SUITES Aarnott U) ww U U > 0 W w� O U_ 0 Of ■� Q ,. , I- m w v W H 0 2 ZO 0 Z �QE Q Q LX ON Owww Cn w =� j Z �¢O F- 0- H 0 ~ O Z0W O c� Q 0 �cc o m w z 0 � a0 >, �z 0 WQw 0 I z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring z o o � o N 1— ILL = O UL C/) W vi 0� Q Z�O a, V�Q .0 ��� Q W V� Z �� 12- 0 — LLj I = C — ate Zc?� r.. ` (0 CV z r Lu W � Z LLI U N v - 0¢ 1 QZ Q I U) U.J N U) _j O O = 'd' I-- Z a M N VJ a- U Z =_. �tYQ ~ W m F- Lij N �*tz Q Q Z I— C6 z �OW� LLJ (n N Lu > >0� J LL U Wa0 M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring M nt Ligh R-400 2 Pendet BUFFET GR -102 3 Roller shade GR -205 2 Armless chair GR -206 1 Square Table Top & GR -2068 BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring BUSINESS LIBRARY BL -204 Ba S 2 tool (I COMMUNAL CIRCLE GR -100 4 Shimmer Screen G_R -103 4 Sheer Curtain GR -204 8 Bar Stool GR -205 16 Armless chai _ GR -206 5 Square T Top & GR -206B GR -212 2 36" Roun Table Top & GR -212B GR -60 1 Flat Panel TV DESK LM -001 1 Anti Fatigue Mat I G OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring OA -201 1 Desk Chair OA -202 1 66x30 DESK OA -203 1 Armless Chair 0 A -300 1 36 "W 3 Drawer Lateral File OA -503 1 Artwork LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring LOUNGE F- 4t 2 Sheer Curtain GR - 200L _ 1 Lounge sofa left GR -20OR 1 Lounge sofa right GR -201 4 Lounge Chair GR -202 4 Lounge Chair GR -203 2 Lounge Chair GR -207 6 Ottoman GR -208 4 1 Person Table GR -211 4 Ottoman GR -600 1 Flat Panel TV MEETING ROOM MR -205 12 Desk Chair MR -207T1 2 Table Top & MR -207B _ — MR -207T2 2 Table Top & MR -207B MR -208 2 End Table MR -209 1 Bankette Bench MR -500 1 AV Board MR -501 1 Artwork MR -502 1 Artwork MR -503 1 Convex Mirror MENS TOILET _ PB -502 1 Artwork PR-401 1 Vanity Light 1 PR-500 1 Frameless Mirror w/ Frosted Ring NFTWORK ZONF J J - -- -- GR -205 8 Armles chair GR -206 8 Square Table Top & GR -206B GR -209 2 Bankette Bench GR -601 2 ( Flat Panel 26" TV w/ Mount PATIO Ring PATIO Ring I I 10' -9" 15-0" 4 303 I I I I I I II 4 304 I II I J II G L G G L G ` L �L � 0 W° I O �W = Ow �I �--� W O Z �zp O Z U 0r— v V J < A > > G V V q0 < A> V < V " A A G>V V v <A > <A > V < STAIR 131 I I I 16'-6" 15'— 3a 302 I I POOL. EQUIPME 127a 133 > G > <A> <n> < <A A> <n> <A <A> <A> n> <n> <n> < G L G L L L G G G G L c C c C C c c c c c c r r r r r r r r r r r r V V V V V V V V V V V V / V V V V V V V V V V V > <n> < A> <A> A > <A> < n> J < V <n > < A > <A > J < A> V <A > V < --_. L L G L G G L L G G L `r `r `r ✓ V vV vV v vV V V V V V VV V v v V > V < ^>V <A > J <A > J <A > V <A > J <A >J < J <A >J < A <A <A,J <A,J GA G G L G G L L G G G L L G L � � r r ✓ V V vV v 0 V V V V vV V >J <A > V <A > J <A > J <A > V <A > J <A >J < J <A>J <A > J <AV <A,J <A,J < C G >I <A >N < n > < A > < n > < n > <n >4 <V <A>J <n n> /�> J V DES C G C G , C L ' C G C G , C ) C r ry M N , r.�/� EN V rV rV rV ry r1� r V r r 33 ' V < ' J � > �' J .�A' J � V � > J < V ' J ' J .� J 120 L L E G G L G G G L / cr c r V " 1 7 r v r V v r V V c .�- > < A > <A > J <A>J V <n > < n > V < J < A > < A > < A> r V c r V r V c r V c r r V c r V c r c > < > < A > <n> < A> J <n> < V <A J <> <A> < > G L L L G G C r c r y c r y c r y c r L C C r V V V ' V V V V > <A>' <n > < A> J <n> <> <n >J <n V <n > <n > < > L G G G G L G L G G r r v r V r V r V v v r v r V r L, , L 7 c r r r r r r r r r r r r V V V I, V V V V V V V V V V V V V V V V V V J < ^ V >J <A >J <n >J <A >J <A >J <n >J <A >J < >J <A> < >J <^ J <A>J c c C c C c C c c c c c r r v r v r v r V r v r V r V r I r r v > < > <A > <A > <n > < A> J < A> V < A > < A> J < A> < > <> < n> < c c c c c c c c c c c c r r r r r r r r r r r r v v v V V V V V VV V V V > <L > L , J < n > < n > < n > < n > < n > < n > <n >V G < ,V sq„� , < G Y G G G G L G L L c c C � r r v r v r v r v r v r v r v r v r r .r r v > < > < A> J < A> J < A > < A > < n > < A> J <n > V <n > J < >J < 4 6 A >J < L G L G L L G L L L G G L V IV V V V V V V V V V v V V V V V V V V < < > J < > J < <A,J <A,J <A,J < > ' I � V V V V V ENV V V < V J < V V < V J V J< V J < V J <AV J< I 3b 303 II I I I SUN DECk I I I I EXERCIS ROOM 121 �7 —0" 16' -6" V=�� _ v <A >J <A > <A >V <A >J <A >J <A, <n> <n> n> J J <n> <n> G, c c c c C c C r v r v r v r v r V r I, r v r v vcr V c r V c r v c r v r V r v V v v v v V v V V v v v v v V V A>J <A,J <A >V <^ >J <A > J <A >J <^ >J <A > J <A >J A >J <A > J <A > J <A >J ^ > J < > J < ^ > J < > J G L L G L G G G G G L L G L G L � � J � � , 1 , � J � 1 r c r c r c r c r c r c r c r c r c r c r c r ` r ` r ` r ` r ` r ` r ` r G L V V V V V V V V V V V V V V V V V V V V J V V V V V J V J V J V V V J V V V J V V G J V J V J V V V V V V V J V V V J V G G L G G L G L G G L L L G L L G L G G �S L L 0 v �t 7- I, r, v ,<A > J i > <A >J <A >J < ^ >V < ^ >J G A > <n > J <n > <n > J A> < ^> <n > < A> V <n > <n > V <n > A > <A > < ^ > <n > J <A >J <n G, L L, L G, G L L, L, L, G, L, L, G G L, G G c c c C c c [' c C c C c C c C C c C c C c c c r r r r r r r r r r r r r r r r r r r r r r V V v V V V V V V V v (V V V V V V V V V V V r V r v V V V J V V V J V J V J V J V V V J V J V J V J V J J V J V J V J V V V J V J V V V J V J V V V <A, <A <A, <A, <A <A <A < <A_ <n> < A> < A> 'A> <A > <A> <n> <n> < A> < A> < A> < A> < n> <n> < n> < n> G G G G L L L G G G G L G L L L G L G G G G L G c c c c c c c C c C c C c c c C c C c c C c c c c r r r r r r r r r r r r r r r r r r r r r r r r r r v v v V v v v V v v v v V v v v v V V v v V v V V V V V V V V V V V V V V V V V V V V V V V V V V V V V <A,J GA,J A,J <A,J <A,J <A,J <A,J <A, <A,J GA <A,J A,V <A,J < ^, , <A ,J <A,J <A,J <A,J < A > n > <n> <n> <A > <n > <A > L G G L G G G G G G L G L G G G G G G G G L G L G G c c c C c C c c c c C c C c c C c c c c c c C c C c c r r r r r r r r r r r r r r r r r r r r r r r r r r V J <vV J <v V J <A J <A V < ^V J < V <n >J < ^ >J < ^ >J <^ >J < ^ > <n >J < ^ >J < ^ >J >V <n >J <^ >V <^ >J <nV J <AV J <AV V < >J < ^ >J < ^ >V <A >J < ^ >J A >4 > L ^ > G ^ > L ^ > G > L > G G G G G L y G L G L G G L tom/' L L G G CrI cry ` r� `r `r `r `r `r `r - , `r `r I ` r ' ` r ' ` r ` r , ` r , ` r ' ` r , r ` r , ` r ' ` ` V V V V V V V V V V V V V V V V�� V V V V V V V V V V V V V V V V V V V V V V V V V V V >J < > J < ^ > J A > J < ^ > J < >J <A > J <A > J < n > < A > <A,J GA A,J <A,J <A,J V <A,J <A,J <A,J <A,J <A,J <A,J <n> <A>J <n G G G L G L G L L G G L L L G L G L L G c r c r c r c r c r c r ,c r� r 7 c r 7 ' , 7 ' , 7 c c r V c r c r c r -12 ` r ` r - ` r 7 V V V V V V '1�e', ! 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U) c) c: U) a) LLJ E F- E 0 0 ( 0 c: < a owz u� N O va U ui (D W co < " z CN v- ( �- Ep L =) W c C; 0 o af CL C:> U) N C) a) C > U) 0 cn w W -;= w 2 c� 5 -- z < z Z < I- COO& Lu Fn w =� 0 cn w W u- cn c a. 0 �. � � 03a m n 3/32" = 1' -O" C> CRITERIA NOTES 62 ALL EXIT SIGN LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 63 ALL EM LIGHT LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 122 PER FINISH DETAIL ACOUSTICAL CEILNG TILE 126 PAINTED GWB AT UNIT ENTRY ALCOVES (TYP.), BREAK TO BE 2" LOWER THAN ADJACENT ACT REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430-434. 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REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORS/WALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 -423 AND 430-434. m ccl 0 w z 0 w CD 0 4 00 0 w U CD a W c° w U w z Li Q Q N m Li z T 0 z o N to M SPRINGHILL SUITES �arr�ott IL 2 6a II II 304 I II ( II 10'-6' 15 ._ 0 . 15 ._ 0 . I 15•_8• 15 ._ 0 . 1 ._ I t5 ._ . 15 ,_ 0 . 15._0. 15-0, I 15._0. 15,_v 10._0. 219' -8' 18 17 16 15 14 13 1 12 11 10 9 II 8 7 6 5 4 3 2 1 II II II II II II II I� THIRD FLOOR RCP t 3/32" = 1' -O" � *CURRENT SET AS OF 11 -20 -2008* Z 0 ww U U o 0 > W O w 0 U) Of a N r = Ow Q H m w U w Oz Z Z 0 J j 0 w Q Z a IY p z o F- L WZ" —� Q co Q LL cn W p W O0- <02 2 ��Q W 1- _ w=1- C� F_ WD Z Q F-= w w Q�� � a ~� LL (D 00 QOo F , 0 F_ m O w It Gnaw — � of Z of a 0 'E Q J Zc= >, � z0 W w zw (/):;� U) N Z w -IZ L L Lu 2 D IT F-WO IL 2 6a II II 304 I II ( II 10'-6' 15 ._ 0 . 15 ._ 0 . I 15•_8• 15 ._ 0 . 1 ._ I t5 ._ . 15 ,_ 0 . 15._0. 15-0, I 15._0. 15,_v 10._0. 219' -8' 18 17 16 15 14 13 1 12 11 10 9 II 8 7 6 5 4 3 2 1 II II II II II II II I� THIRD FLOOR RCP t 3/32" = 1' -O" � *CURRENT SET AS OF 11 -20 -2008* Z o 0 0 N O _I N r LL 0 V U Z � a - L WZ" —� g Z oo W LL <02 2 ��Q U ca �0— U Q�� c .� U uj W F , UJ F_ U ccn U 'E Q J Zc= ¢�Z W N Z w -IZ L L _I IT ft' 25 cn jzw w CO 0 N LL N � cnQz (� w cn�w 0 o �Z� O qzT � O J �/� V/ Nd4k V— 7 to ���_ r wwQ m ii Q D z N T_ z 00W� CO Lu w "'�o �wWw N -J L- U) of Q_ o ' ',404a 4 303 18 1' 15 iii+ �m 3a 302 il, 3b 303 12 2 301 1 ' CRITERIA NOTE5 62 ALL EXIT SIGN LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 63 ALL EM LIGHT LOCATIONS MUST BE MANDATED BY LOCAL JURISDICTION 122 PER FINISH DETAIL ACOUSTICAL CEILNG TILE 126 PAINTED GWB AT UNIT ENTRY ALCOVES (TYP.), BREAK TO BE 2" LOWER THAN ADJACENT ACT 0 ■ REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 6. TO THE MAXIMUM EXTENT POSSIBLE, FLOOR CLEAN -OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS, AND NOT IN GUESTROOMS. ALL FLOOR CLEAN -OUTS LOCATED IN CARPETED AREAS ARE TO BE FITTED WITH CARPET INSERTS. ALL CLEAN -OUTS ARE TO BE FLUSH TO FLOORSMALLS. 7. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. 8. THESE DESIGN GUIDELINES ARE BASED ON FOUR -STORY BUILDING TYPES UNDER THE INTERNATIONAL BUILDING CODE (IBC). ANY PROJECT THAT INCLUDES A BUILDING OF MORE THAN FOUR STORIES WILL NEED TO BE ADJUSTED ACCORDINGLY (I.E. IN A BUILDING GREATER THAN FOUR STORIES THE STAIRS MAY NEED MODIFICATIONS AND STANDPIPES MAY NEED TO BE ADDED). 9. THE LOCATIONS OF ACCESSIBLE UNITS SHOWN ARE SUGGESTED AND MEET THE REQUIREMENTS FOR NUMBERS OF ACCESSIBLE UNITS IN THE IBC. ACTUAL NUMBERS REQUIRED AND LOCATIONS FOR A SPECIFIC PROJECT ARE TO BE DETERMINED BY THE ARCHITECT OF RECORD. 10. ACCESSIBLE UNITS SHALL HAVE CONNECTING DOORS TO AN ADJACENT UNIT. 11. REFER TO UNIT PLANS ON SHEETS 420 - 423 AND 430-434. m M 0 co Li z 0 w �r co 0 o U W N Li Li U w z w w ' ` z 0 l z O cv SPRINGHILL SUITES Aarnott L` 18 17 16 is- 6a 304 15 14 13 12J �11 10 t 300 u C8 i W 11 1 9' 4 440 Lei i z 0 W W U Q 0 0 N O > W O W O EL U) a F _ = OQ' a �mW _ C) Wo0 Z�o . J J Z O Q cj) Z _�2 0_ Z' ~ Q� a W I Q u Q cr Q w }cn °0L rn J(ncn O W W W w ~ _ U :D cA U W = o�J W F_ W::) Q "Q ' Z F Q O z m w `^ (� w ui Q vI ~ O H ( Z) Z ..Z 06 J Z O Cr W � Q o Z �_ 0 WW W � Q S � Z �0 a cn 0 _jO ?, �i0 _(,- �za 0 ° z , u— wzw C CL 4t T Z U7 _ CW t i ��o L` 18 17 16 is- 6a 304 15 14 13 12J �11 10 t 300 u C8 i W 11 1 9' 4 440 Lei i z Q 00 0 0 N O N r 0 Z L w Z H W 0 Z�o U Li U uiW cu _�2 U .Q Q� a W >b w }cn °0L J(ncn � U :D cA U � o�J W Q "Q z m w `^ Q vI W ( Z) Z ..Z fr co W � ccoo0z � W � cn 0 _jO _(,- �za 0 ° z , u— C CL 4t T Z U7 _ CW t i i— c L �• ILL N LLI 2 Z oo i� O Lu = >o0 L N www ( L;- O I I 0IIIIIIIIIIIIII (�� FOU RTH FLOOR RCP t 3/32" = P -O" OF N 1 ENO 11 '10 405 U ` W 1_ 77 U CC Q 405 CORNER DETAIL AND DECORATIVE PANEL _EVATOK >BBY ZE- FORMED :VEAL AND '(P. BD. BELOW OCKING ORNER SPLINE 1/4 = P-0" M 0 M �D r n M 0 00 w z a CL v 00 D 0 0 d 0 0 N 4 w D v) Li z w Q w z 0 z 0 N M 314 10 OPEN TO BEYOND 314 OPEN TO CORRIDOR 10 300 U TO WINDOWS UNDER 328 WINDOWS UNDER 328 315 CORRIDOR U- 2" x 3 MOD LE S E 300 O N Q.-. 300 300 LOBBY 300 10 D' 31 10 z W (Do� 3 x 32" MODULE 51ZE z -Ur �, Q po Q Z < W 0OUW UU� N w P S w H JO� � Z cnQO FRONT DESK `4 405 Furr out wall as same a5 column on other Bide of corridor. DETAIL AT WINDOW 1/4" = 1'-0" CORRIDOR ELEVATION 1/4 = 1 ' -0" 00 (LJ 0 i Nt 19 DETAIL AT DECORATIVE PANEL 114" = 1'-0" 300 31 32" x 2" MODULE 51ZE 322 322 300 300 10 CORRIDOR ELEVATIO 1/4" = 1 ' -0" 300 OPEN 300 U TO WINDOWS UNDER 328 WINDOWS UNDER 328 315 CORRIDOR U- 2" x 3 MOD LE S E 300 O N Q.-. 300 300 LOBBY 300 10 D' 31 10 z W `5N 405 TO VE5TIBULE RM -1 15 DOOR TO EXERCISE BE G , 05 CORRIDOR EL EVATION 1/4" = P-0" '3' 405 CORR IDOR ELEVATION 1 /4" = I ' -0" *CURRENT SET AS OF 1 -20 -2009* CORRIDOR ELEVATION 1 14" = 1'-0" 372 300 10 10 '2 .405 CORRIDOR ELEVATION 1/4" = 1'-0" k zo r .y J SPRINGHILL SUITES �arrlott o ww OPEN U W WINDOWS UNDER 328 WINDOWS UNDER 328 TO O U- PANELS PAN EL5 ELEVATOR O N Q.-. 300 300 LOBBY w O w0z 31 2 Z0 z W (Do� 3 x 32" MODULE 51ZE z -Ur �, Q po Q Z < W 0OUW UU� N w P S w H JO� � Z cnQO Q V >+ �w� � ass (D 0 > Z - OO Z- M � Q O • C: U)DW w ZME01 wO s .............. Z) J -a-j J = 0 CV Q �z ...............3 ............ WZ° Uj W2=) HBO c�i Lzij U) W 04 zw 300 U0Q U (b :::::::: ::::.. ° w w C :::: IT C 0 U N �za 00 Z C co o -ti 10 10 U N a& _ z = U) � C&- r-ww< m 10 W ~ Imo- Z � Wiz '3' 405 CORR IDOR ELEVATION 1 /4" = I ' -0" *CURRENT SET AS OF 1 -20 -2009* CORRIDOR ELEVATION 1 14" = 1'-0" 372 300 10 10 '2 .405 CORRIDOR ELEVATION 1/4" = 1'-0" k zo r .y J SPRINGHILL SUITES �arrlott Y o ww o o U W N w W � O U- = O N Q.-. F-mW W w O w0z (� 2 Z0 z W (Do� 0 z -Ur �, Q po Q Z < W 0OUW UU� N w P S w H JO� � Z cnQO Q V >+ �w� � ass (D 0 > Z - OO Z- M � Q O • C: U)DW w ZME01 wO W Z) J -a-j J = 0 CV Q �z WZ° Uj W2=) HBO Y ARc 110 05 T I r£ of °°,' C O o o 'U N > M N W w O U) z 0 U C. (Do� O �, Q po U UU� .Q JO� Q V >+ a W�'LU +, _ LU (, N • C: Z W Z) J -a-j J CV Q �z Uj c�i Lzij U) W 04 zw U0Q U (b Paz <C ° w w C IT C 0 U N �za 00 Z C o -ti �w � U N a& _ z = U) � C&- r-ww< m W ~ Imo- Z � Wiz CN z w °Ow& wm �0 N �wao ARc 110 05 T I r£ of °°,' f ' W F- ( CD (Y) (Y) 8 00 L'i Z 00 F- D C3 O rl (D C:) Z Li D ry ry 0 Z C:> (u Lo (n SPRINGHILL SUITES Aarnott mayM190 =o, 1/4" = 1 1 -0 1, M Mo WORKROOM 1/4" = 1 1 -0 1, , 40 ED-501 ED-501 rpTZ4 WITH Me =*, A 1/4" = 1 1 -0 1, WORKROOM 114" = 1 1 1 2 40 MawaSugelle-M 114" = P-0" WORK ROOM 1/4" = 1'-0" '5 40 BREAK ROOM 114" = 1' -0" 0 Ld Ui CD ------ ul 11J (Y) C D 0 Lu w 1,D (-3-4'b 11 --E: CU WIMM l�it�it� V) uJ z F- co ui 11 II�II.7 Z H rj) uj o z MawaSugelle-M 114" = P-0" WORK ROOM 1/4" = 1'-0" '5 40 BREAK ROOM 114" = 1' -0" WORKROOM 114" = 1'-0" ��A. , w� 0 Ld Ui CD ------ ul 11J (Y) C D 0 Lu w 1,D (-3-4'b 11 --E: CU 0 w Ow e V) uJ z F- co ui OPEN To Z H rj) uj o z (20D KICT 51AC z 0 C/) z z 2 0 U) w Z D icn:s P C) WORKROOM 114" = 1'-0" ��A. , w� 406 �Jgsw I4 re I r n -7 0 Ld Ui C) D 11J 0 Lu w 0 cn a. --E: 0 w Ow e V) uJ z F- co ui Z H rj) uj o z z 0 C/) z z 2 0 U) w Z D icn:s P C) cn z << U -cn x 0 0(.)— W Cf) cn w W W Et �- X I-- < w - F- C) Z F- D cn W 0 W (D 0 LL Q z 00 z w m X 0 LLJ (1) a. < uj (9 0 Z Q� F- a. 0 LLJ z m 0 0 W F- Z w (n w m m w w 0 .0 1-4 CU co C= C:) > N (D T Cl? U) ED u- 0 Z 0 (/) < cn 0 - r U) L.Li Z r . C) - F— %+- 0 z p: 0 F <p ui < > CU -J 0 < C) U) w l W O =W =) 0 t= .j -n Z -i -j W r �, a CL -j Z c6m 04 < ,' (D W I ZM W U) I co (.N rL w W- z c 0::R z 0 C .6 Io W C) D ---.) C/) -1O m C) cr- i-- z a. U. C) C I co Z C Z? C:l c =) 0 C14 Z r Lu C/) W Lijc� = M `` LU F- M - - =) LLJ It Z U F- < Z F- Z 0 0 C) LLI C — W f) (6 N uj -j -, 0 =) 5: o C-) cl) Gi ry ui V- m D) X CL 0 406 �Jgsw I4 re I r n -7 M 0 M r r M 0 co W Z O 2 W Aarnott O ID V co H O O w n 0 0 N W H N W D Z W Q r W z 2 t- ci O Z 0 N M SPRINGHILL SUITES MR-400 MR-400 301 m EXERCI5E ROOM 114" = 1'-0" MEETING R OOM 1/4" = I '-O" MR MMR 301 322 MR 00 0 I 200 L L F� 0 �I TO CORRIDOR MIKKVK 300 322 322 RE-600 107 GASEGOODS TBD 07 322 370 3' 07 EXERCI5E ROOM 114" = P-0" Fla ll Rai EXERCISE ROOM a RE -600 MEETING ROOM 114" = 1'-0" 114" = 1' -0" MR -400/ 300 MR -500 00 32 322 '5' 407 R 11 1 NEI "moll MEETING ROOM 1/4" = 1 ' -0" '1 .407 EXERCISE ROOM 114" = 1'-0" - co w J J (D Z 1 t Vill �J H Q W J W I S; W _ I ON S� �. 0 U J O � U L u v �Q C� 1 Z 5 • • 1 p ww U p 0 w LL �a Oit H HmW =z0 �az cn Z_ p � Q � ��� OUw W =F- F- wp Q w Q�� ZOO Q�O It Ix � Owit W zao Swz O Wzw uj Q� I N -j CnwWw v— LL C/ C�itl 7 MEETING ROOM 4 0 7 114" = P -0" O c co 0 N N v- UJ L LL- O U v� U) Z Z v = =Wcr cr � Q Qo 1 0 C/) U�c Z J Z M = N < < Q J � �I Z O � Zcn� N W 0 U 0 �/ Q U) � �0Z p I Imo- w w W Lu O d d- v v, ° N P PK8- Z O O C C,, , 1 L L.L N N d Z U LLI U) r r-W WQ N z N z Z 0 00 LLJ w in p C�itl 7 MEETING ROOM 4 0 7 114" = P -0" M 0 M �D r n M 0 W Z O S W V 0 v Go F- D O > a CD CD N W H N W z W Q r w z x 0 z 0 N N M 4 --\ SPRINGHILL SUITES Aarn 322 ` 321 321 322 Q 322 322 0 Q ` 14 , 214 214 / / 0 ' •i 321 m 21 321 32 � / / / INDOOR POOL ELEV 1/4" = 1 ' -O" * CURRENT SET AS O 1 11• INDOOR POOL ELEVATION 1 141, = I.-o" 321 m ' •i INDOOR POOL ELEVATION 1 14 11 = 1 ' -0" 321 214 322 INDOOR POOL ELEVATION 1/4" = 1' -0" 321 w co J J 2 C7 z t t O 0 J Z Q x 0 cn O 1 Z O 0 O M I U W T � i U OC Q 0 ww U �O w� (1) Ow HmW Lu 2Z0 Q Z Z ~ .0 ( J ) Q� Wt w =F- F�D co q O w a�� ZOO Owa I L w zao � W :) =wo EA o� 0 i–+ cu N V- N W u- O U Q Z � Z wz O to Q °o UL � U n Q W 1 -c o = UH Ulm W Z d� r" N Z C? = ¢�� W Lu co 0 W =WW ZME 1 Vp U) z U o oW t cn J O N E o¢ti cn N U, U � U) — U) �W 2 ~ W ~:Mz C r Z O N J chwOfw LL cl EA CD I M REFERENCE NOTES 1. REFER TO SPECIFICATIONS FOR FINISH INDEX. 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES. 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES. 4. REFER TO SHEET 003 FOR ELECTRICAL SYMBOLS LEGEND. 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE. 6. PLUMBING FIXTURES AND MOUNTING HEIGHTS SHALL CONFORM TO ADA AND ALL APPLICABLE LOCAL CODES. 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS. 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS. Aarnott TOILET 114" = 1' -0" F. c WO M E N S TOILET 114" = 1'-0" MENS TOILET 1/4" = 1' -0" 0 • • TOIL 1/4" = 1 ' -0" WOMENS TOILET 114" = 1 ' -0" 03 03 rrn 25 i N CU 0 • • MENS TOILET 1/4" = 1 ' -0" TOILET 114" = 1 ' -0" m 303 WOMENS TOILET 1/4" = I -0" MENS TO I LET 1/4" = 1 ' -0" AM � • 1 11. . • • TOILET 1/4" = 1 ' -0" PB-503 303 o / o / 17 / WO M E N S TOILET 114" = P-0" MENS TO ILET 1141, = 1 ' -0" I-Ac- I m CD M E CD w z 0 x CL 0 v� 00 0 0 0 N w D w D z w r w z Z) 0 z 0 cu L0 SPRINGHILL SUITES C/) 0 ww U W �0 w 0 °c) O a (L w O = m Q Z hm N r . 0 WOz W � J D Q cn O O � 0r Q Q co Q OG Q °- .J W O wW J W W W = =ww Q CD H U Z Q 55 w w wF- V) � O (L w W O —� ZOO Q Z m OWof cnn- w ui z W a0 zzC �'i= [� = a` - z � z0 04 F O zw Lu O Lu m m0 N'L) W o� 0 O C/) cq °c) z O c � > N O � N W � cn O cu Q W °- .J E 0 OO� QUO w W O =ww Q w x w J N W LL <O9 V) _U w W Q V =cn Za � zzC �'i= [� = a` - z `j 04 ��co O N'L) W o� 0 O r � °z ~W Lu U ) LL p O = V DC �' � f z a C/) W O W cn N d ' lY U z = c/ �w �w —� UJ ui 4z T- CU Z U o W wc�0 � >OU ch wwW r— u— DWa0 .. t� 410 rF ®� 0 D 105 5CONCE +72" AFF DUPLEX HIGH @ GO" AFF, QUAD LOW @ 18" AFF, SWITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING D VANITY STRIP LIGHT RO I 3" RECE55E5 CAN ABOVE 51NK GANGED SWITCH @ 48" AFF (TOP) ILLUMINATED AND GFI OUTLET _ D127 R37 11,_108„ —I 2 L- I ".rte �3 ELECTRICAL 1/4" = I ' -O" CD in ' -6 ✓ITCHE5 @ 48" AFF (TOP) TYP. AT @ 54" AFF (TOP) TYP. I� 1 � QUAD @ 18" AFF D108 SCONCE r__Ioo m I ib i cu QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; 5WITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING QUAD RECEPTACLE AND PHONE @ 15" AFF � (NIGHTSTAND) co 1 I � +34" AFF (TOP) �co i X -260 X -100 o� A4 2 'ALL DUPLEX RECEPTACLES TO BE IN5TALLED @ 18" AFF GANGED: 2 (ILLUMINATED) U.N.O., TYP. SWITCHES * GFI OUTLET @ 48" AFF (TOP) 1 D ROOM ELEVATION 1/4" = 1'-0" L BATH ELEVATION K BATH ELEVATION 1/4" = 1'-0" 114" = 1'-0" X -5 2 FU RN ITU RE 1/4" = 1 ' -0" 99 KING SHOWER FF &E RIGHT HAND SHOWN K-1 04B 1 KING BOXSPRING COVER X-501 If I.D. X -REF I.D. X -REF :p c EQ EQ 0 X -101 X-400 X -228 X -260 KING NIGHTSTAND Description 0. L X -2 X- ° 0 X-402 1 6 K -210M X -220 X -306 X -239 1 KING MATTRESS K -211 K -211 1 KING BED BASE X -001 X -001 1 GR CARPET K -210M K -2106 X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING ' -6 ✓ITCHE5 @ 48" AFF (TOP) TYP. AT @ 54" AFF (TOP) TYP. I� 1 � QUAD @ 18" AFF D108 SCONCE r__Ioo m I ib i cu QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; 5WITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING QUAD RECEPTACLE AND PHONE @ 15" AFF � (NIGHTSTAND) co 1 I � +34" AFF (TOP) �co i X -260 X -100 o� A4 2 'ALL DUPLEX RECEPTACLES TO BE IN5TALLED @ 18" AFF GANGED: 2 (ILLUMINATED) U.N.O., TYP. SWITCHES * GFI OUTLET @ 48" AFF (TOP) 1 D ROOM ELEVATION 1/4" = 1'-0" L BATH ELEVATION K BATH ELEVATION 1/4" = 1'-0" 114" = 1'-0" X -5 2 FU RN ITU RE 1/4" = 1 ' -0" 99 KING SHOWER FF &E RIGHT HAND SHOWN K-1 04B 1 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF :p c K -200 (RIGHT) (LEFT) KING NIGHTSTAND Description K -1048 K-1 04B 1 KING BOXSPRING COVER K -104L K -1 04L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201R K -201L 1 KING HEADBOARD RIGHT K -210B K -210B 1 KING BOX SPRING K -210M K -210M 1 KING MATTRESS K -211 K -211 1 KING BED BASE X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 IGRWINDOWSHADE X -101 X -101 1 GUEST ROOM CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK RIGHT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND RIGHT X -206R X -206L 1 DRY BAR RIGHT X -218R X -218L 1 WARDROBE X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -239R I X-239L 1 SOFA BED /CHAISE LEFT X -260 X -260 1 74" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -517 X -517 2 SIDE MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X-603 X-603 1 MINI- MICROWAVE X -800 X -800 1 ARTIFACT VASE 305 203 346 o ww 310 05 6 149 -0 D 305 IL 179 0 1 179 X-2 343 0 347 305 0 47 \ 311 0w U) m o O < I m W v X -800 X -204R 346 346 2 Z 0 }U ;�� J D J BATH ELEVATION 1/4" = 1'-0" C ROOM ELEVATION 1 14" = I -0" TOILET ROOM H ELEVATION 1/4" = 1'-0" 9 X -517 -ICU 0 X -603 X -206R X-601 �P ROOM ELEVATION 1/4" = P-O" *CURRENT SET AS OF 1 -20 -2009* N (V TOILET ROOM G ELEVATION 114" = 1' -0" B ROOM ELEVATION 1 14" = 1 ' -0" rl ARCHITECTURAL 114" = I '-O" TOILET ROOM F ELEVATION 114" = 1'-0" 99 81 82 Sim ) 9 520 116 BATH ELEVATION 1 14" = 1'-0" sic I o� A ROOM ELEVATION 114" = 1'-0" TOILET ROOM E ELEVATION 114" = 1'-0` Sim 9 520 c I 00 0 o ww U) 335 X -502 185 149 212 307 X -502 9 212 U M 179 0 1 179 \ / \� u O= u_ O 311 • C�D 311 0w U) m o O < I m W v W OZ E U�Q U 2 Z 0 }U ;�� J D Sim ) 9 520 116 BATH ELEVATION 1 14" = 1'-0" sic I o� A ROOM ELEVATION 114" = 1'-0" TOILET ROOM E ELEVATION 114" = 1'-0` Sim 9 520 c I 6 520 �M BATH ELEVATION 114" = 1' -0" REFER TO SPECIFICATIONS FOR FINISH IND REFER TO ENLARGED PLANS FOR PARTITIO 'PES AT PUBLIC SPACE ADJACENCIES REFER TO SHEET 004 FOR PARTITION 3SEMBLY TYPES REFER TO SHEET A003 FOR ELECTRICAL 'MBOLS LEGEND ELECTRICAL OUTLETS ARE MOUNTED AT - ANDARD HEIGHT OF 16" UNLESS NOTED fHERWISE REFER TO GUESTROOM ELEVATIONS FOR DUNTING CONFIGURATIONS OF OUTLETS DIMENSIONING IS BASED ON WOOD FRAME DNSTRUCTION AND WALL ASSEMBLIES SHOWN C MEET 004 AND ON ENLARGED PLANS. ALL MENSIONS ARE TO FACE OF STUD, U.N.O. HOLD -EAR INTERIOR ROOM DIMENSIONS WATER CLOSET WASTE LINES ARE TO BE )GATED IN WALL CHASE, NOT IN EXTERIOR WALL [ CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORII 92 THRESHOLD 99 GUESTROOM AUDIBLE /VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED JACKPAC 117 WHEN VINYL WALL COVERING IS SPECIFIES KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ONE SIDE OUTLET M 1 rl M rl 0 00 w z O CD S a CD OD a o U a W 0 N w ■�j �i z w Q > a w > z D w 0 z C) Ln M SPRINGHILL SUITES Marriott , 00 0 o ww U) 335 X -502 185 149 212 C U M w O= u_ O 311 • Q Lj I 0w U) m o O < I m W v W OZ E U�Q U 2 Z 0 }U 6 520 �M BATH ELEVATION 114" = 1' -0" REFER TO SPECIFICATIONS FOR FINISH IND REFER TO ENLARGED PLANS FOR PARTITIO 'PES AT PUBLIC SPACE ADJACENCIES REFER TO SHEET 004 FOR PARTITION 3SEMBLY TYPES REFER TO SHEET A003 FOR ELECTRICAL 'MBOLS LEGEND ELECTRICAL OUTLETS ARE MOUNTED AT - ANDARD HEIGHT OF 16" UNLESS NOTED fHERWISE REFER TO GUESTROOM ELEVATIONS FOR DUNTING CONFIGURATIONS OF OUTLETS DIMENSIONING IS BASED ON WOOD FRAME DNSTRUCTION AND WALL ASSEMBLIES SHOWN C MEET 004 AND ON ENLARGED PLANS. ALL MENSIONS ARE TO FACE OF STUD, U.N.O. HOLD -EAR INTERIOR ROOM DIMENSIONS WATER CLOSET WASTE LINES ARE TO BE )GATED IN WALL CHASE, NOT IN EXTERIOR WALL [ CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORII 92 THRESHOLD 99 GUESTROOM AUDIBLE /VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED JACKPAC 117 WHEN VINYL WALL COVERING IS SPECIFIES KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ONE SIDE OUTLET M 1 rl M rl 0 00 w z O CD S a CD OD a o U a W 0 N w ■�j �i z w Q > a w > z D w 0 z C) Ln M SPRINGHILL SUITES Marriott , �� 420a L .;,-- 13 Fn Fn 00 0 o ww U) 0 N U M w O= u_ O • Q 0w U) m o O < I m W v W OZ E U�Q U 2 Z 0 }U ;�� J D w >- cn w Z I -��- \ ■■ X0 — f Q — �_ U-�W ( OU W v ��_ 3 <, a =_ Z�� � 0 Z 0 O Z Ljj 0) V0� 0 Q ~5 ILL (D Q z00 = (b Uj O uj W olf M M Owl W a � � Z Ix a cn c; CID z cn =0 Z uj ° w � W W W W z Z'" 0 �of o Z �� 420a L .;,-- 13 Fn Fn 00 0 0 N M N r u_ O Q U) m o O O Q U E U�Q O ;�� O Q� w >- cn w U�c(n Z d J (1) z M � 0 3 <, Z�� O W c Z Ljj 0) V0� Q = (b Uj O uj W u W N H Z °- cn c; CID z cn C) N d Z uj � W W W 2E Z'" 0 HIt Q Z z 0 00& w V5 = W >O �� 420a L .;,-- 13 Fn Fn 1. REFER TO SPECIFICATIONS FOR FINISH INDEX M 2. REFER TO ENLARGED PLANS FOR PARTITION GANGED: 2 (ILLUMINATED) 'ALL DUPLEX RECEPTACLE5 TYPES AT PUBLIC SPACE ADJACENCIES 5WITCHE5 * GFI OUTLET @ TO BE INSTALLED @ 18" AFF o 48" AFF (TOP) U.N. TYP. w 3. REFER TO SHEET 004 FOR PARTITION 1' 112 "1' -112' KING SHOWER FF &E RIGHT HAND SHOWN ASSEMBLY TYPES z o I.D. X -REF I.D. X -REF m 4. REFER TO SHEET A003 FOR ELECTRICAL R37 ° (RIGHT) (LEFT) Cy Description SYMBOLS LEGEND o o K � � o =!j 48R SHR-04 5. ELECTRICAL OUTLETS ARE MOUNTED AT °' K -1048 K -104B 1 KING BOXSPRING COVER STANDARD HEIGHT OF 16" UNLESS NOTED D K -104L K -104L 1 KING BED SCARF 42 OTHERWISE > - - X -100 K -200 K -200 1 KING NIGHTSTAND 177 6. REFER TO GUESTROOM ELEVATIONS FOR a K -201R K -201L 1 KING HEADBOARD RIGHT 149 J MOUNTING CONFIGURATIONS OF OUTLETS ' +34" AFF (TOP) X_228 X-400 3 K -210B K -210B 1 KING BOX SPRING W o i K - 210M K - 210M 1 KING MATTRESS 20 N 7. DIMENSIONING IS BASED ON WOOD FRAME D127 i K -211 K -211 1 KING BED BASE SNK -17 92 CONSTRUCTION AND WALL ASSEMBLIES SHOWN O co K-1 04 L X -001 X -001 1 GR CARPET 185 L SHEET 004 AND ON ENLARGED PLANS. ALL X -003 X -003 1 GR CARPET PADDING DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD LL GANGED SWITCH @ 48" AFF , K -211 X -110 X -002A X -002 CLEAR INTERIOR ROOM DIMENSIONS A 1 GR CARPET BASE w (TOP) ILLUMINATED AND GFI X -502 K -210M C,) OUTLET' D 108 X -002A _20g X -100 X -100 1 GR WINDOW SHADE 8. WATER CLOSET WASTE LINES ARE TO BE K Q SCONCE X -001 X -101 X -101 1 GUEST ROOM CURTAIN E 3" RECESSES CAN ABOVE SINK X -517 201R X -110 X -110 1 BED BOLSTER 118 A LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL X - 003 K - SNK - X-400 X - 202R X - 202L 1 GUEST ROOM DESK RIGHT 420 H O C 420 D Lj QUAD RECEPTACLE AND 122 100 z � PHONE @ 1 AFF B o X -204R X -204L 1 TV STAND RIGHT K -200 X -203 X -203 1 GUEST ROOM DESK CHAIR 118 F = QUAD @ � (NIGHTSTAND) � 92 � X -206R X -206L 1 DRY BAR RIGHT o T 18" AFF '� o X -218R X -218L 1 WARDROBE 185 WCL -01 ° u X X-600 -202R r-i00 X -220 X -220 2 BUNCHING TABLE M X -204R I X -302 X 239R X 239E 1 S BED/ 5B E LEFT � CRITERIA NOTES X-800 X10 X -203 X -260 X - 1 74" WINDOW BENCH 81 G.C.TO PROVIDE BLOCKING IN WALL FOR X -206R , X -302 X -302 1 DESK LAMP LIGHTED CIRCULAR MIRROR DUPLEX HIGH @ GO" AFF, QUAD - _ QUAD RECEPTACLE AND - ° X -306 X -306 1 GUEST ROOM FLOOR LAMP LOW @ 18" AFF, SWITCH LEG - - - - i r , DATA/PHONE @ 24" AFF; X-410 X -501 X-400 X-400 2 BED LAMP 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE ONE RECEPTACLE FOR SWITCH LEG ONE P MIRROR FOR ELECTRICAL CONNECTION OF CASEGOOD LIGHTING 1' -6„ �' RECEPTACLE FOR X-402 X-402 1 60" WALL MTD BED LIGHT CASEGOOD LIGHTING X -220 X -220 X -500 X -500 1 GUEST ROOM ARTWORK 1 420 BACK -LIT WJ MIRROR LIT MIRROR \� X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR 83 FOR LIGHT COVE DETAILING REFER TO •ef X-306 -1 X - X -517 2 SIDE MIRROR SHEET 520. Lo X -600 X -600 1 TV 37" FLAT SCREEN S P RI N G H I L L 1 , X -239R X -600C X -600C 1 TV MOUNT 92 86 WHERE DRAPERY RODS ARE USED AT SUITES r X -602 X-602 1 MINI REFRIGERATOR WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN A X -603 X -603 1 MINI - MICROWAVE CEILING FOR ATTACHMENT SWITCHES @ 48" AFF (TOP) TYP. X -800 X -800 1 ARTIFACT VASE TSTAT @ 54" AFF (TOP) TYP. D 105 SCONCE +72" AFF 90 PROVIDE BLOCKING FOR AL ACCESSORIES 0 92 LD v U �O 99 GUESTROOM AUDIBLE / VISUAL ALARMS O W a 3 ELECTRICAL CL 2 FURNITURE ! ARCHITECTURAL 116 OPTIONAL CASEGOOD MOUNTED JACKPACK _ CO w z 114" = 1'-0" 114' = I -0' 114 - I ' -0' � Q Z m w Z w 117 WHEN VINYL WALL COVERING IS SPECIFIED, U 2 z p KNOCKDOWN FINISH 324 IS OPTIONAL FOR J D Q z EXTERIOR WALLS ONLY AS CLIMATIC Z u) 2 w EQ EQ X -100 CONDITIONS WARRENT O z 0 � 11 - 11J� „ 2' - 1" G. - 0" 86 1 U) z E4 PLUG CASEGOOD MOUNTED WALL U O O v BRACKET, LED LIGHT INTO SWITCHED, ONE w 346 305 326 .1 U) 305 326 305 - ----- J 11 _ 305 X102 305 310 149 305 2 X -100 SIDE OUTLET < j X -101 O Z Q O 306 X -101 , / - p _ X -500 X -5 - / \ C3 w � X -501 6 X -202 X-400 X-400 N 343 N N / X- 18R \ cv O a F- 3: � [� Q 0 - X -228 O u O u \/ X -600 343 X -3 6 % i O_j X -220 Z 0 W X -30 i 347 47 X -206R O X -260 L 9 0 w _� = W � � \ / � � X cna= o - - f X -260 116 ° w c7 O K -210M \ / Q z o X -239 X -20 K -2106 203 346 346 �X�-204R -X800 03 = O � w HBO D ROOM ELEVATION ROOM ELEVATION r r13__� ROOM ELEVATION ROOM ELEVATION 1/4" = P-0" 1/4" = I -0" I /4 = I -O 114 - I -O 4 c o 0 520 C 82 81 12_ 179 311 134 307 134 O 307 �� \ un 346 \ I I Q C) 307 -517 cn 101 1 177 ( X -517 305 311 `D 307 520 �` �� 185 90 185 I mo \ I 0 O I i ;fl Z - 179 , 118 118 Q Z w V O 185 347 I 335 I ° 0 46 O � �\ ( O _j i I 307 I 212 ' =icu \� \� 18 203 203 O Q 212 — 7 _ _ ° 212 ' 212 212 .� a >_ � � UJI F— w cc V ZJ TOILET ROOM TO I LET R TOILET ROOM TOILET ROOM G CD Z c � aZ L BATH ELEVATION K BATH ELEVATION BATH ELEVATION H ELEVATION G ELEVATION F ELEVATION �E� ELEVATION o Z z I /4" = I ' -O" 114" = 1 � -O� 114" = 1 ' -0" 1/4" = I ' -0" 114" = I ' -0" 114" = 1 ' -0" I /4.. = 1 . 0 .. O Jc � Q CL Z LLI � UQQ cf) u.l 310 Ell Sim p = U 81 9 N F Z a 307 \ 179 p 335 X -30 82 �\ X -502 I o Z X -603 X -502 / 311 o N a ti -� X -206R ° ® \ / o i 185 ° V W 16 I 202R X-600 - X -601 /\ r- ^ U) r- w w X -204R 311 149 r• l W H co \ 179 \.,/ LLI �r � F- 4-t Z Q X -203 X-602 Q Q Z F- 212 212 �' O Z -_ U _ __j � >o0 6 LL co ofao P ROOM ELEVATION N BATH ELEVATIO 520 -- -- --µ- - - - - -- 1 /4" = P-0" 1 14" = 1 ' -0" M BATH ELEVATION '��� R � �� 420 QUAD RE DATA/PHC 5% RE CA5EC QUAD PHONE (NIGHT `ALL DUPL TO BE INe U.N.O., TY VITCHE5 @ 48" AFF (TOP) TYP. IUPLEX HIGH @ GO" AFF, QUAD OW @ 18" AFF, 5WITCh LEG )NE RECEPTACLE FOR :A5EGOOD LIGHTING ROI RECESSED CAN ABOVE 51NK GANGED 5WITCH @ 48" AFF (TOP) ILLUMINATED AND GFI OUTLET R37 305 203 K-1 04B 3 6 310 K -104L 3 I.D. X -REF 305 C3 a ® LI )fit 305 (RIGHT) (LEFT) cy 343 K -201 L 347 0 305 \ 347 ( � K -210B X -206R KING BOX SPRING X600 � K -210M 1 IKING 0 1 K -211 K -211 346 346 X -001 X -001 X100 I X -002A X -002A ROOM ELEVATION 1/4" = 1' -0" r� I \ I 01 520 � I o � \- I S C3111 t r_L� BATH ELEVATION BATH ELEVATION 1/4" 2 FURNITURE ( -517 3„ 7„ -75, -ICU I 00 i (_J__� BATH ELEVATION 114" — I -O KC� ROOM ELEVATION TOILET ROOM ELEVATION ROOM ELEVATION li � • 1 11• TOILET ROOM ELEVATION KING SHOWER FF &E RIGHT HAND SHOWN K-1 04B 1 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF m K -200 (RIGHT) (LEFT) cy Description K -201 L 1 KING HEADBOARD RIGHT K -210B K -210B 1 KING BOX SPRING 305 X -501 X -220 X -306 X -239 K -210M 1 IKING 0 1 K -211 K -211 3' - 0" 3' - 0" X-402 305 X -101 306 X-400 X -228 X -260 tK-210M 210B KING BED BASE X -001 X -001 X100 I X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L (_J__� BATH ELEVATION 114" — I -O KC� ROOM ELEVATION TOILET ROOM ELEVATION ROOM ELEVATION li � • 1 11• TOILET ROOM ELEVATION KING SHOWER FF &E RIGHT HAND SHOWN K-1 04B 1 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF m K -200 (RIGHT) (LEFT) cy Description K -1048 K-1 04B 1 KING BOXSPRING COVER K -104L K -104L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201 R K -201 L 1 KING HEADBOARD RIGHT K -210B K -210B 1 KING BOX SPRING K -210M K -210M 1 IKING MATTRESS K -211 K -211 1 KING BED BASE X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK RIGHT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND RIGHT X -206R X -206L 1 DRY BAR RIGHT X -218R X -218L 1 WARDROBE X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -239R X -239L 1 SOFA BED /CHAISE LEFT X -260 X -260 1 74" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -517 X -517 2 SIDE MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X-603 X -603 1 MINI - MICROWAVE X -800 X -800 1 JARTIFACTVASE r 13 ROOM ELEVATION EQ EQ 326 305 X -500 X -5 -Ioj 00 343 X -3 6 0 �r TOILET ROOM F ELEVATION 1 1/4" = 1' -0" 99 I ARCHITECTURAL Sim 9 / 520 �N BATH ELEVATION 114" = 1'-0" cV r A ROOM ELEVATION 1/4" = 1'-0" TOILET ROOM E ELEVATION Sim 9 520 c r 7 , 0 wW U U 335 X-502 185 149 C2 E 307 X-502 212 0 N W 179 0 179 \ / O 311 = 311 ow Q HmW WOz J = Q r 13 ROOM ELEVATION EQ EQ 326 305 X -500 X -5 -Ioj 00 343 X -3 6 0 �r TOILET ROOM F ELEVATION 1 1/4" = 1' -0" 99 I ARCHITECTURAL Sim 9 / 520 �N BATH ELEVATION 114" = 1'-0" cV r A ROOM ELEVATION 1/4" = 1'-0" TOILET ROOM E ELEVATION Sim 9 520 c r 7 , 6 520 M BATH ELEVATION 1/4" = 1'-0" 1. REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIOI TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL [1> CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL 99 GUESTROOM AUDIBLE / VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED 117 WHEN VINYL WALL COVERING IS SPECIFI KNOCKDOWN FINISH 324 IS OPTIONAL FC EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ON SIDE OUTLET ..e- U W 1 U Q M 0 M M 0 OD Li z 0 v CD co 0 > 0 w a 0 N w s V) Li z W > Q w z D 0 z 0 N un M SPRINGHILL SUITES Aarnott , U) 0 wW U U 335 X-502 185 149 C2 i I v- 0 N W � W O It O 311 = ow Q HmW WOz J = Q 6 520 M BATH ELEVATION 1/4" = 1'-0" 1. REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIOI TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL [1> CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL 99 GUESTROOM AUDIBLE / VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED 117 WHEN VINYL WALL COVERING IS SPECIFI KNOCKDOWN FINISH 324 IS OPTIONAL FC EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ON SIDE OUTLET ..e- U W 1 U Q M 0 M M 0 OD Li z 0 v CD co 0 > 0 w a 0 N w s V) Li z W > Q w z D 0 z 0 N un M SPRINGHILL SUITES Aarnott , U) 0 wW U U 0 N W � W O It O V) 11 W = ow Q HmW WOz J = Q Z 0 H z_ In - �Qac Q cn wI- W L1J N W W W G tt V J U) I C� z Hex Wa= cv Of W F- 0 o aH� 00 Zo0 O � Z O OWw cn a- W ■� c C � Z of w I W Z ' vJ a =O � T_ U W °z�w rn Q d- Lu D 4 4 21 0 SWITC:HFS t. GFI 011TI FT (@ 3 ELECTRICA 1/4" = 1 ' -0" 00 C) 0 N M N IL 0 N Q o O < xww O __j � of 2 W wI- W N 0 G tt V J U) O L_ zJ� o a-J cv z 0 o z ►-cl)— ZMW O � O w � V0 Q c Q z w I Ww0 ' vJ W �0 Lu O T_ U W ��a d- D co z V J C, (D ui r ww _ C m C I G I z Z U z 0 X w uj cn , 0 —I W rt w W LL U IYa0 4 21 0 SWITC:HFS t. GFI 011TI FT (@ 3 ELECTRICA 1/4" = 1 ' -0" T5TAT @ 54" AFF (TOP) TYP. QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; 5WITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING I� I� � f i L — — — — i � m ' o I °_ QUAD RECEPTACLE AND PHONE @ 18" AFF —� (NIGHT5TAND) cu D108 SCONCE �7 18" +34" AFF l 'ALL DUPLEX RECEPTACLE5 TO BE I N5TALLED @ 18" AFF U.N.O., TYP. R37 0 z tL � o - 112 "1' -112 GANGED: 2 (ILLUMINATED) SWITCHES * GPI OUTLET @ 48" AFF (TOP) 3 ELECTRICAL 1/4" = 1 ' -0" 99 S IR I ROOM ELEVATION 1 14" = 1'-0" 3Z 2 g1� XX-5021 101 307 520 46 307 a cu 212 — — — BATH ELEVATION 114" = 1 ' -0" BATH ELEVATION 1/4" f 2 FURNITURE 1/4" = 1 ' -0" KING SHOWER FF &E RIGHT HAND SHOWN 305 343 326 305 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF c�a 346 (RIGHT) 305 203 C3 Description X -206R V KING HEADBOARD RIGHT ° I \7 47 \ 305 ° 347 1 X-600 1 KING MATTRESS K -211 K -211 1 IKING BED BASE X -204R X -001 1 346 X -002A X -002A 346 GR CARPET BASE X -003 X -003 ROOM ELEVATION 1 14" = 1'-0" 3Z 2 g1� XX-5021 101 307 520 46 307 a cu 212 — — — BATH ELEVATION 114" = 1 ' -0" BATH ELEVATION 1/4" f 2 FURNITURE 1/4" = 1 ' -0" KING SHOWER FF &E RIGHT HAND SHOWN K -104B 1 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF c�a K -200 (RIGHT) (LEFT) C3 Description X -517 7' �,_�„ 2' -11 1 . 2,_2„ K -104B K -104B 1 KING BOXSPRING COVER K -104L K -104L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201 R K -201 L 1 KING HEADBOARD RIGHT K -21 0B K -2108 1 KING BOX SPRING K -210M K -210M 1 KING MATTRESS K -211 K -211 1 IKING BED BASE X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK RIGHT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND RIGHT X -206R X -206L 1 DRY BAR RIGHT X -218R X -218L 1 WARDROBE X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -239R X -239L 1 SOFA BED /CHAISE LEFT X -260 X -260 1 74" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -517 X -517 2 SIDE MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -800 X -800 1 ARTIFACT VASE 10' -82" J� BATH ELEVATION 1/4" = 1'-0" 'C'� ROOM ELEVATION 1 14" = 1'-0' I TOILET ROOM ELEVATION 1/4" = 1 -O" X -517 0u 0 I ARCHITECTURAL EQ EQ 326 305 X -500 X -5 X -3 6 343 0 in TOILET ROOM ELEVATION 1/4" = 1'-0" P ROOM ELEVATION j 1/4" = 1'-0' � • 1 11• D 105 SCONCE +72" AFF SWITCHES @ 48" AFF (TOP) TYP. DUPLEX HIGH @ GO" AFF, QUAD -6 LOW @ 18" AFF, SWITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING RO I 3" KECE55ED CAN ABOVE 51NK GANGED SWITCH @ 48" AFF (TOP) ILLUMINATED AND GFI OUTLET 81 82 B ROOM ELEVATION 1 14" = I -0" r 1 TOILET ROOM F ELEVATION 99 ww U 335 X -502 185 149 212 305 X -101 c � X -260 0 X400 X-21, \ \ / \ 305 X -501 X -220 X -306 �239R X-400 X-402 -202R -203 ID 306 - K-21 OM K -210B J� BATH ELEVATION 1/4" = 1'-0" 'C'� ROOM ELEVATION 1 14" = 1'-0' I TOILET ROOM ELEVATION 1/4" = 1 -O" X -517 0u 0 I ARCHITECTURAL EQ EQ 326 305 X -500 X -5 X -3 6 343 0 in TOILET ROOM ELEVATION 1/4" = 1'-0" P ROOM ELEVATION j 1/4" = 1'-0' � • 1 11• D 105 SCONCE +72" AFF SWITCHES @ 48" AFF (TOP) TYP. DUPLEX HIGH @ GO" AFF, QUAD -6 LOW @ 18" AFF, SWITCH LEG ONE RECEPTACLE FOR CA5EGOOD LIGHTING RO I 3" KECE55ED CAN ABOVE 51NK GANGED SWITCH @ 48" AFF (TOP) ILLUMINATED AND GFI OUTLET 81 82 B ROOM ELEVATION 1 14" = I -0" r 1 TOILET ROOM F ELEVATION 99 Sim 9 520 N BATH ELEVATION A ROOM ELEVATION 1 14" = 1'-0" TOILET ROOM E ELEVATION 114" = P-0" 9 Sim 520 c ww U 335 X -502 185 149 212 307 X -502 m° 212 0 179 0 T 179 \ \ / \ 311 ID 311 Sim 9 520 N BATH ELEVATION A ROOM ELEVATION 1 14" = 1'-0" TOILET ROOM E ELEVATION 114" = P-0" 9 Sim 520 c 6 520 i =M BATH ELEVATION REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIO TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORI J 99 GUESTROOM AUDIBLE / VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED JACKPA 117 WHEN VINYL WALL COVERING IS SPECIFIE KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ON 1 SIDE OUTLET n M M I 0 co w z 0 0 a v 00 0 > U W o 0 oj w z w Q > Q r w w > ' ` z 0 z o M SPRINGHILL SUITES �11�arnott, U ww U 335 X -502 185 149 212 I � ID I v 0 � 311 6 520 i =M BATH ELEVATION REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIO TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION C BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORI J 99 GUESTROOM AUDIBLE / VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED JACKPA 117 WHEN VINYL WALL COVERING IS SPECIFIE KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ON 1 SIDE OUTLET n M M I 0 co w z 0 0 a v 00 0 > U W o 0 oj w z w Q > Q r w w > ' ` z 0 z o M SPRINGHILL SUITES �11�arnott, U ww U 0 � (n 00 C) 0 N M N r U- 0 Q LLJ 00E— Qpo EE 0 JIXM O < L ) w�C/) a) °vim U) V Z-1J 0 L o a-J a) ZC= o a` o �-�- U) 0 w IL =ZU,j 0 c) Cn U www i cn�0 W N x M co Z (f v N d W � c n > (n tiww _ m I— w ~ w4t Z Q Q ~ 2 Z I— z U z CO_O W Lu w��0 Ise W tL DOfa0 QUAD RECEPT PHONE @ 18" (NIGHT5TAND) QUAD RECEPT DATA/PHONE SWITCH ONE L RECEPTACLE F CASEGOOD LI U)iOD ° R I I �� a i 306 X -260 d -400 X -101 - - - - -- _ ? (ILLUMINATED) (LEFT) r M * GFI OUTLET @ a \ i DA 7P) X -110 K -210B LOCATION @ HEIGHT SHOWN K -210M K -2108 X -228 K -210M K -200 _ I X -001 1 K -211 H X -003 wZ� X -001 K -1046 ' X -002A ` 212 GR CARPET K -104L L _ Lo 1 X 11 K -210M X -003 _ K -210B 00 X -100 K -211 1 uj X 00 K -201 R i PROVIDE BLOCKING FOR ALL ACCESSORIESQ 1 K -200 X -110 X -110 - - - - - - � _ BED BOLSTER X -202R U 92 48" AFF X -203 X -203 (u GUEST ROOM DESK CHAIR X -302 X -204L 1 z O 99 GUESTROOM AUDIBLE / VISUAL ALARMS 1 i' H X 10 ,E �v _ a. J X V _ X -0130_ _ ATE TRANSFORMER X -203 X -600C OPTIONAL CASEGOOD MOUNTED JACKPACK VE DRYBAR X 1 I- cn Z X -240R X -204R - - )W 18 AFF, 5WITCH cn / - ' ` OF RECEPTACLE FOR Q X - 501 i SOD LIGHTING i X -302 — — — ADACLR. 00 X -306 0) O EXTERIOR WALLS ONLY AS CLIMATIC X -207R i Z 2 cnQz CONDITIONS WARRENT j X -220 X -220 Q 05 X -306 ci- �Wi o X -500 C i PLUG CASEGOOD MOUNTED WALL X -240R m J U 1 `5 @ 48" AFF (TOP) TYP. X -502 E2 PG402 3 ELECTRICAL 114" 2'- I" G' -0" N_ 305 X -501 X -2 X -220 X -306 X -240 ° R I 1 co 0 306 305 X300 X -101 0 X -228 1 X -260 CEILING FOR ATTACHMENT -400 K -200 �� X-402 (LEFT) r M 87 a E 7 X -110 K -210B LOCATION @ HEIGHT SHOWN K -210M K -2108 K -210M K -210M K -200 SEE OVERALL PLANS FOR EXTERIOR 1 K -211 H L_ .a--+ t o wZ� X -001 \ 212 I ' X -203 D ROOM ELEVATION 1/4" 9 20 �L BATH ELEVATION K BATH ELEVATION 114" = 1'-0 1/4" = 1'-0" 99 99 b CONTINUOUS SOLID WOOD BLOCKING IN 1 co 0 K -104L I.D. X -REF CEILING FOR ATTACHMENT 0 N K -200 (RIGHT) (LEFT) r M 87 a E N 1,D K -210B LOCATION @ HEIGHT SHOWN O K -210M K -210M 89 SEE OVERALL PLANS FOR EXTERIOR 1 K -211 H L_ .a--+ t o wZ� X -001 \ 212 GR CARPET 346 rh BATH ELEVATION 114" = 1'-0" i ARCHITECTURAL 1/4" = 1'-0" EQ EQ X -101 326 305 - I 305 X -306 Ell X -500 N / \ N N 343 ®8 203 \ / rB_� ROOM ELEVATION 1/4" = 1'-0' D104 X -405 TOILET ROOM �G ELEVATION 114" I - X -603 TOILET ROOM E ELEVATION 114" 1. REFER TO SPECIFICATIONS FOR FINISH INDE 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN O SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD A CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS (� CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 84 MOUNT TELEPHONE OUTLET AT 48" A.F.F." S P RI N G H I LL SUITES 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE � M 0 0 w w z 0 a co D 0 > 0 U W 0 N w U w z Ir Li Q > a r w > J � Z 0 z o un 0 ww U 0 w� (n a 0m� i�- Lu �Z0 D aZ Z 2 � .o �<w U- �� OUW uj wt- = w = f- w LL F- Z0w_ 0w w Za0 � m Qcco D Hm0 CONTINUOUS SOLID WOOD BLOCKING IN 1 co 0 K -104L I.D. X -REF CEILING FOR ATTACHMENT 0 N K -200 (RIGHT) (LEFT) r M 87 GANG OUTLETS AND SWITCHES AT THIS E N K -21 0B K -210B LOCATION @ HEIGHT SHOWN O K -210M K -210M 89 SEE OVERALL PLANS FOR EXTERIOR K -211 H K -211 H L_ .a--+ t o wZ� X -001 COLUMN DIMENSIONS IN RELATION TO 1 GR CARPET O X -002A 1 WINDOW PLACEMENT X -003 _ 1 = Uw X -100 X -100 1 uj 90 PROVIDE BLOCKING FOR ALL ACCESSORIESQ 1 UWQ X -110 X -110 1 BED BOLSTER X -202R U 92 SHO X -203 X -203 J GUEST ROOM DESK CHAIR X -204R X -204L 1 z O 99 GUESTROOM AUDIBLE / VISUAL ALARMS 1 � H X -219L F .� _ a. J m Q 116 OPTIONAL CASEGOOD MOUNTED JACKPACK O V X 1 I- cn Z X -240R X -240L W cn 117 WHEN VINYL WALL COVERING IS SPECIFIED Q 74" WINDOW BENCH co X -302 KNOCKDOWN FINISH 324 IS OPTIONAL FOR cr- X -306 Z 0) O EXTERIOR WALLS ONLY AS CLIMATIC X-400 Z 2 cnQz CONDITIONS WARRENT j �, Q 05 X-405 ci- �Wi o O E4 PLUG CASEGOOD MOUNTED WALL I- za- O J U 1 BRACKET, LED LIGHT INTO SWITCHED, ONE X -502 E2 of N SIDE OUTLET J = pp X -600C m (n r- wm ui X -602 1 �� X -603 u 1 Lu X -701 X -701 2 0OU� z W U Z SHOWER CURTAIN HOOKS X -701L U U) WSW � >o° X -800 M 0 0 w w z 0 a co D 0 > 0 U W 0 N w U w z Ir Li Q > a r w > J � Z 0 z o un 0 ww U 0 w� (n a 0m� i�- Lu �Z0 D aZ Z 2 � .o �<w U- �� OUW uj wt- = w = f- w LL F- Z0w_ 0w w Za0 � m Qcco D Hm0 ROOM ELEVATION F � I14" = 1' -0" 3 520 118 TOILET ROOM ELEVATION 1/4" = 1 ' -0" ROOM ELEVATION 114 = I -O Zip- 5151 %1 1 IRI I � • 1 11' li FURNITURE 1/4" = 1 ' -0" X -701 X -701A X -701 L 99 KING ROLL -IN FF &E RIGHT HAND SHOWN K -104B 1 co 0 K -104L I.D. X -REF I.D. X -REF 0 N K -200 (RIGHT) (LEFT) r M Description K -201 L E N K -21 0B K -210B O O K -210M K -210M O cn K -211 H K -211 H L_ .a--+ t o wZ� X -001 X -001 1 GR CARPET X -002A X -002A 1 Zp0 X -003 X -003 1 = Uw X -100 X -100 1 uj X -101 X -101 1 UWQ X -110 X -110 1 BED BOLSTER X -202R X -202L O cf U) X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 Jcn� X -207R X -207L 1 0 Z3 Z_� X -219R X -219L F .� _ a. J X -220 X -220 2 < "0 O V X -228 1 I- cn Z X -240R X -240L 1 LONG SLEEPER SOFA RIGHT 0 X -260 Q 74" WINDOW BENCH X -302 X -302 1 cr- X -306 X -306 0) O W� U0 X-400 Z 2 cnQz X-402 j � vJ wo (n 05 X-405 ci- �Wi o ll.l o ';l I- za- X -501 X -501 1 co M X -502 W t!) N X -600 J = �Lu X -600C m (n r- wm X -602 X -602 1 �� X -603 u 1 Lu X -701 X -701 2 0OU� z W U Z SHOWER CURTAIN HOOKS X -701L U Lu WSW � >o° X -800 Q UL S2 w a a0 ROOM ELEVATION F � I14" = 1' -0" 3 520 118 TOILET ROOM ELEVATION 1/4" = 1 ' -0" ROOM ELEVATION 114 = I -O Zip- 5151 %1 1 IRI I � • 1 11' li FURNITURE 1/4" = 1 ' -0" X -701 X -701A X -701 L 99 KING ROLL -IN FF &E RIGHT HAND SHOWN K -104B 1 KING BOXSPRING COVER K -104L I.D. X -REF I.D. X -REF c�c K -200 (RIGHT) (LEFT) a Description K -1048 K -104B 1 KING BOXSPRING COVER K -104L K-1 04L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201 R K -201 L 1 KING HEADBOARD RIGHT K -21 0B K -210B 1 KING BOX SPRING K -210M K -210M 1 KING MATTRESS K -211 H K -211 H 1 ADA KING BED BASE X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM BLACKOUT CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK RIGHT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND RIGHT X -207R X -207L 1 ADA DRY BAR RIGHT X -219R X -219L 1 ADA WARDROBE RIGHT X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -240R X -240L 1 LONG SLEEPER SOFA RIGHT X -260 X -260 1 74" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT 05 X-405 1 VANITY LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -701 X -701 1 A SHOWER CURTAIN X -701A X -701A 1 SHOWER CURTAIN HOOKS X -701L X -701L 1 SHOWER CURTAIN LINER X -800 X -800 1 ARTIFACT VASE C ROOM ELEVATION 1/4" = 1' -0" i , f •• r • + 0 U 4 +0 Hrr (Ivr) I Tr. L n� M BA TH ELEVATION 114" J BATH ELEVATION 1/4" = 1'-0" 171 i 3310 im _ 1 347 fl 305 u 347 0 X600 X -204R C ROOM ELEVATION 1/4" = 1' -0" i , f •• r • + 0 U 4 +0 Hrr (Ivr) I Tr. L n� M BA TH ELEVATION 114" J BATH ELEVATION 1/4" = 1'-0" 171 i QUAD RECEPTACLE P DATA/PHONE @ 24" P SWITCH ONE LEG RECEPTACLE P CA5EGOOD LIGHTI 3 ELECTRICAL 114" = 1 ' -0" -ICU I 00 X -203 ROOM ELEVATION D127 132 X;02 3 0 7 46 307 ATE TRANSFORMER >VE DKYDAK LOW 18" AFF, SWITCH 3 OF RECEPTACLE FOR CA5EGOOD LIGHTING @ 46" AFF (TOP) TYP. 2 520 r\ I cU — — BATH ELEVATION 1/4" = 1 ' -0" H z H Q W J U W Q z H �Ic 00 2 FU RN ITU RE 114" = 1 ' -O" ID I 00 99 PG402 KING ACCESSIBLE TUB LEFT HAND SHOWN I.D. 1 KING BOXSPRING COVER K -104L X -REF I.D. X -REF m K -200 RIGHT (LEFT) KING NIGHTSTAND Description K -104B K-1 04B 1 KING BOXSPRING COVER K -104L K -104L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201 R K -201 L 1 KING HEADBOARD LEFT K -21 0B K -210B 1 KING BOX SPRING K-21 OM K -210M 1 KING MATTRESS K -211 H K -211 H 1 ADA KING BED BASE X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM BLACKOUT CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK LEFT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND LEFT X -207R X -207L 1 ADA DRY BAR LEFT X -219R X -219L 1 ADA WARDROBE LEFT X -220 X -220 2 IBUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -240R X -240L 1 LONG SLEEPER SOFA LEFT X -260 X -260 1 74" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X 00 X -400 2 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT -405 X-405 1 VANITY LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -700 X -700 1 SHOWER CURTAIN X -700A X -700A 1 SHOWER CURTAIN HOOKS X -700L X -700L 1 SHOWER CURTAIN LINER X -800 X -800 1 JARTIFACT VASE IN 305 307 326 307 ' 307 CONTINUOUS SOLID WOOD BLOCKING IN ° CEILING FOR ATTACHMENT /"1 w U \ \ I \ 5 X -207L X-800 0 \ ° —� 305 212 X-600 w O X -204L 346 346 O U a 0 of C� = 116 ROOM ELEVATION J BATH ELEVATION W I �h BATH ELEVATION 1/4" = 1 ' -0" X-603 � • 1 11• 99 -i(u I co I� ARCHITECTURAL ROOM ELEVATION D104 3 -405 520 307 307 131 cr 307 \ \\ 307 CONTINUOUS SOLID WOOD BLOCKING IN ° CEILING FOR ATTACHMENT /"1 w U Q O cn cn 87 212 / w O -i(u I co I� ARCHITECTURAL ROOM ELEVATION D104 3 -405 520 TOILET ROOM �f= ELEVATION N_ X -302 �0 1 \L— 1 L- 1 OL— Ii v V L- I v \/ 1 L-- V �10i D I co / X- 19L \ X -100 — X -101 X -260 ROOM ELEVATION 307 HI I ` I(l1 (2 ( (118)1 TOILET ROOM E� ELEVATION 114" = I -0 " \. Sim 9 520 1. REFER TO SPECIFICATIONS FOR FINISH IND 2. REFER TO ENLARGED PLANS FOR PARTITIO TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN O SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTES 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS U W U Q M M �D I M 0 00 Li z 0 w 0 00 0 > M w 0 w w z w > Q Li > z O z un M 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF �= BACK -LIT MIRROR (COORD. WI MIRROR MFR.) SPRINGHILL SUITES 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. A 86 ua r9 307 131 cr - \ 0 N r 307 CONTINUOUS SOLID WOOD BLOCKING IN TOILET ROOM �f= ELEVATION N_ X -302 �0 1 \L— 1 L- 1 OL— Ii v V L- I v \/ 1 L-- V �10i D I co / X- 19L \ X -100 — X -101 X -260 ROOM ELEVATION 307 HI I ` I(l1 (2 ( (118)1 TOILET ROOM E� ELEVATION 114" = I -0 " \. Sim 9 520 1. REFER TO SPECIFICATIONS FOR FINISH IND 2. REFER TO ENLARGED PLANS FOR PARTITIO TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN O SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD ALL CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTES 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS U W U Q M M �D I M 0 00 Li z 0 w 0 00 0 > M w 0 w w z w > Q Li > z O z un M 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF �= BACK -LIT MIRROR (COORD. WI MIRROR MFR.) SPRINGHILL SUITES 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. A 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE 00 0 0 N r CONTINUOUS SOLID WOOD BLOCKING IN ° CEILING FOR ATTACHMENT /"1 w U Q O cn cn 87 GANG OUTLETS AND SWITCHES AT THIS w O LOCATION @ HEIGHT SHOWN = w� O U a 0 of C� = O O 90 PROVIDE BLOCKING FOR ALL ACCESSORIES Q � m w F— uj �w C) Zorn 92 THRESHOLD U z O �n ZC= o J ZO Of }U E— Q z 99 GUESTROOM AUDIBLE / VISUAL ALARMS Z�� o z o F U) Q tY 116 OPTIONAL CASEGOOD MOUNTED JACKPAC C/) LLJ w 0 www 117 WHEN VINYL WALL COVERING IS SPECIFIED, cn w y KNOCKDOWN FINISH 324 IS OPTIONAL FOR r M D ^ W ° o EXTERIOR WALLS ONLY AS CLIMATIC r `V) in CONDITIONS WARRENT = w = V Cn Lu LLi z � a ~� E4 PLUG CASEGOOD MOUNTED WALL Z ~ J C7 z 0 w LL' BRACKET, LED LIGHT INTO SWITCHED, ONE LL Q O SIDE OUTLET = M O W w LLI Z o 0 L az0 ° zw ° U 0 Lu 1 152 / X -502 CD 90 u \ / i 154 I - - _L Q /\ r- _l j 7 5. .. _. C m 154 \ d. M BATH ELEVATION f 114" = 1 '-0 1 ' c� r � r a rt X -203 N ROOM ELEVATION 114" = 1'-0` 1J1M1 L VU BATH ELEVATION 1/4" = 1 ' -0" TOILET ROOM ELEVATION 1 14" = I ' -0" 00 0 0 N r M i N_ L- O Q O cn cn C Z 1- O N = w� 0 of C� -� Q U .n F— uj �w N HUH __j C/) C Z 11 J ` J �n ZC= o �Q�z U Z�� o ��o� �ZLlI Lij U Z Uj C/) LLJ SAO W L N 1= -za r M D ^ W ° o ■ ' r `V) in 1-- LLJ L1J rn Cn =m OC V Cn Lu LLi z Z W Q MOU& U Z w U Q LL' wFn >o0 Wa0 LL cn c� r � r a rt X -203 N ROOM ELEVATION 114" = 1'-0` 1J1M1 L VU BATH ELEVATION 1/4" = 1 ' -0" TOILET ROOM ELEVATION 1 14" = I ' -0" 7 „ D 105 SCONCE +72" AFF — 5WITCHE5 @ 48" AFF (TOP) TYP. F7 D108 RECESSED 3" CA ABOVE 51NK SCONCE QUAD RECEPTACLE AND PHONE @ 18" AFF (NIGHT5TAND) QUAD @ 18" AFF o QUAD RECEPTACLE AND _ SCONCE GANGED SWI CH @ 48" AFF — PHONE @ 18" AFF (TOP) ILLUMI TED AND GFI (NIGHT5TAND) OUTLET RECESSED 3" CA OVE 51NK 2' -3" 5' -0" 1-10" T5TAT Cc 54 AFF F w \ I I \ QUAD RECEPTACLE AND DATA/PHONE @ 24% Aff; 5WITCH RECEPTA L FOR \ GASEGOOD LIG TING \ - ICU 0 I -+ ICU N QUAD @ n 18" AFF "ALL DUPLEX RECEPTACLE5 TO BE IN5TALLED @ 18" AFF U.N.O., TYP. P37 R37 0 ELECTRICAL 7� 114" = 1'-0" KING SHOWER FF &E RIGHT HAND SHOWN K -104B 1 KING BOXSPRING COVER K-1 04L I.D. X -REF I.D. X -REF m K -200 (RIGHT) (LEFT) p Description K -104B K -104B 1 KING BOXSPRING COVER K-1 04L K -104L 1 KING BED SCARF K -200 K -200 1 KING NIGHTSTAND K -201 R K -201 L 1 KING HEADBOARD RIGHT K -2108 K -2108 1 KING BOX SPRING K -210M K -210M 1 KING MATTRESS K -211 K -211 1 KING BED BASE X-001 X-001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GR CURTAIN X -110 X -110 1 BED BOLSTER X -202R X -202L 1 GR DESK RIGHT X -203 X -203 1 GR DESK CHAIR X -204R X -204L 1 TV STAND RIGHT X -206R X -206L 1 DRY BAR RIGHT X -218R X -218L 1 WARDROBE X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -239R X -239L 1 SOFA BED /CHAISE LEFT X -260 X -260 1 GR 74" BENCH X -302 X -302 1 GR DESK LAMP X -306 X -306 1 GR FLOOR LAMP X-400 X-400 1 BED LAMP X-402 X-402 1 60" WALL MTD BED LIGHT X-410 X-410 2 DRYBAR & DESK FURNLIGHT X -500 X -500 1 GR ARTWORK 1 X -501 X -501 1 GR ARTWORK 2 X -600 X -600 1 TV 37" FLAT SCREEN X -601 X-601 1 GR COFFEE MAKER X -602 X -602 1 GR REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -502 X -502 1 ILLUMINATED ROUND MIRROR X-404 X-404 1 BATH LIGHT X -517 X -517 2 SIDE MIRROR -ICU I 0 X -306 326 305 305 305 326 305 —ICU I OD 0 N � W O :1E = OW m W WOz J J Z ROOM ELEVATION I /4" = I ' -O" K� BATH ELEVATION 1/4" = 1' -0" Sim 9 520 r FURNITURE �J BATH ELEVATION 1/4" ROOM ELEVATION I TOILET ROOM (H_� ELEVATION ROOM ELEVATION 1 14" - P-0 I ARCHITECTURAL 1/4" = I ' -O" 305 -501 X -500 X -306 32 305 � ICIJ 00 4" -IRj � X -239R 0 N � W O :1E = A� ROOM ELEVATION 1 14 .1 X - 517 0 TOILET ROOM F ELEVATION 1 14" TOILET ROOM 'G ELEVATION 114" O ROOM ELEVATION *CURRENT SET AS 9' -7 BATH ELEVATION 1/4" = 1 ' -0" 2009 c u �P ROOM ELEVATION 1/4" OF 1 20 307 X -502 Sim �0 190 311 147 0 212 6 520 M BATH ELEVATION 305 32 X-600 X -204R 326 305 -IRj � 0 N � W O :1E = OW m W WOz J J Z U 0 4 520 TOILET ROOM E ELEVATION 1/4" = 1 0 �o i i i � � X -5021 1 1 520 1 J L BATH ELEVATION 114" = I -0" I`L I L ILL I V V L I V V I t_ 1. REFER TO SPECIFICATIONS FOR FINISH INDEX 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD Al CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS M 0 M m 00 w z 0 x w 0 v OD 0 o w CD U W N w rim L z w > Q a r N w > ' ` z M r s " o N u� M I� CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORIES 92 THRESHOLD SPRINGHILL SUITES Aarnott , U) 0 ww V U 0 N � W O w(L U- a = OW m W WOz J J Z U z co O F_ Z O I- h Q [Y Q Q W O c/) wWw w� -_ Do C/) w =t- O FWD ' Z O _ � w �w O O � Q (D Q .� O m O oC craw — <� ch ZOO N ch �wZ U) >, IN' ` =O s] �Zw F- z a d- tf1 ' ch v ��0 W = 4 7 co O 0 N T _ M N P LL O Q 00- < C - ) E W 2 O JOB a Un cl) W � � L Z � J ?� QMCO O O � L (n Z�w � C 0 O 0) !` V0� Z ch N ch uj L"i 0 U) W IN' ` `" — 04 F- z a d- tf1 ' ch v Vl W = Na4t V W .. h - W m (D Z) UJ H� Lu 4t z Q Z w z oow� W cn W U- DUa0 4 7 QUAD RECEPI PHONE @ 18' (NIGHTSTAND; QUAD RECEF DATNPHONE SWITCH ONE RECEPTACLE CA5EGOOD L 5' - 0" i 2'- 7" 5' - O" R37 ,® 1LT ' - -, . MILE Q -104B -110 Q -104L Q -211 100 X-402 Q -210B D127 ROI GANGED SWITCH @ 48" AFF (TOP) ILLUMINATED AND GFI OUTLET IRO RECE55ED LIGHT FIXTURE DUPLEX HIGH @ 60" AFF, QUAD LOW @ 18" AF F; SWITCH ONE LEG OF RECEPTACLE FOR CA5EGOOD LIGHTING z � I 4 Q QUEEN BOXSPRING COVER Q -104L Q I.D. X -REF I.D. X -REF c�a X -303 (RIGHT) (LEFT) QUEEN HEADBOARD Description Q -209 1 1 Q z Q -210B Q Q -210B 2 Q -209 QUEEN BOX SPRINGS Q -210M Q Q -210M 2 2 Q QUEEN MATTRESS Q -211 Q r� 2 Q QUEEN BED BASE X -001 X X -001 1 W GR CARPET X -002A X -110 Q-104B 1 G u X -003 X X -003 1 Q -211 - 100 \ X -100 X X -100 1 1 G Q -104L X -517 Q 1 G GUEST ROOM BLACKOUT CURTAIN -402 Q -210B 22 X -110 2 2 B BED BOLSTER X -202R X X -202L 1 1 G z H X -203 X X -203 1 1 G GUEST ROOM DESK CHAIR X -204R X X -204L 1 1 T X-400 X-600 X -206R X -ICU . DRY BAR RIGHT - -- — X-6000 X -220 2 2 B CU� X -221 X -202R X -204R 1 D 00 1 X -228 1 I Q/Q BEDSIDE TABLE Cu X -239L 1 1 I X -302 X -800 0 X -261 X X -261 1 1 6 65" WINDOW BENCH X -302 X X -302 1 1 D DESK LAMP X -303 X X -203 X -206R 1 N NIGHTSTAND LAMP X -306 X X -306 1 1 G GUEST ROOM FLOOR LAMP X-400 X X-400 2 2 B X -501 X-410 X-402 X X-402 2 2 6 60" WALL MTD BED LIGHT X -220 X -220 X-306 X -500 1 0 X-5010 PG402 5WITCHE5 @ 48" AFF (TOP) TYP. 2 FURNITURE 1/4" = 1'-0" 306 306 305 306 305 X -501 X-402 X-402 N X 00 X -303 Q -209P X-400 X -100 — co X -500 X- 2 I Q -201 Q -201 o X -228 LO X -110 wQ- X -261 Q -21 M X -239R - 0 X -20 Q-1 04L Q.21 B Q -209 -211 ROOM ELEVATION 0 5 6 M BATH ELEV. 1/4 = I_' O" 185 I �I o 0 CD 307 a 212 1 520 X -502 D127 _ — — — L B TH ELEVATION N 114" = 1 ' -0" Q/Q SHOWER FF &E RIGHT HAND SHOWN Q -104B 4 4 Q QUEEN BOXSPRING COVER Q -104L Q I.D. X -REF I.D. X -REF c�a Q -201 Q (RIGHT) (LEFT) QUEEN HEADBOARD Description Q -104B Q Q -104B 4 4 Q QUEEN BOXSPRING COVER Q -104L Q Q -104L 2 2 Q QUEEN BED SCARF Q -201 Q Q -201 1 1 Q QUEEN HEADBOARD Q -209 Q Q -209 1 1 Q QUEEN 24" NIGHTSTAND Q -210B Q Q -210B 2 2 Q QUEEN BOX SPRINGS Q -210M Q Q -210M 2 2 Q QUEEN MATTRESS Q -211 Q Q -211 2 2 Q QUEEN BED BASE X -001 X X -001 1 1 G GR CARPET X -002A X X -002A 1 1 G GR CARPET BASE X -003 X X -003 1 1 G GR CARPET PADDING X -100 X X -100 1 1 G GR WINDOW SHADE X -101 X X -101 1 1 G GUEST ROOM BLACKOUT CURTAIN X -110 X X -110 2 2 B BED BOLSTER X -202R X X -202L 1 1 G GUEST ROOM DESK RIGHT X -203 X X -203 1 1 G GUEST ROOM DESK CHAIR X -204R X X -204L 1 1 T TV STAND RIGHT X -206R X X -206L 1 1 D DRY BAR RIGHT X -220 X X -220 2 2 B BUNCHING TABLE X -221 X X -221 1 1 D DRESSER X -228 X X -228 1 1 Q Q/Q BEDSIDE TABLE X -239R X X -239L 1 1 I I SOFA BED /CHAISE LEFT X -261 X X -261 1 1 6 65" WINDOW BENCH X -302 X X -302 1 1 D DESK LAMP X -303 X X -303 1 1 N NIGHTSTAND LAMP X -306 X X -306 1 1 G GUEST ROOM FLOOR LAMP X-400 X X-400 2 2 B BED LAMP X-402 X X-402 2 2 6 60" WALL MTD BED LIGHT X -500 X X -500 1 1 G GUEST ROOM ARTWORK 1 X -501 X X -501 1 1 G GUEST ROOM ARTWORK 2 X -502 X X -502 1 1 I ILLUMINATED ROUND MIRROR X -517 X X -517 2 2 S SIDE MIRROR X -518 X X -518 1 1 D DRESSER MIRROR X -600 X X -600 1 1 T TV 37" FLAT SCREEN X-600C X X -600C 1 1 T TV MOUNT X -602 X X -602 1 1 M MINI REFRIGERATOR X -603 X X -603 1 1 1 M MINI- MICROWAVE X -800 X X -800 1 1 1 1 1 ARTIFACT VASE )36 305 310 X -518 0 0 \ / o X-600 91 X -206R 3 3 X -221 LU X -204R , 346 346 C ROOM ELEVATION 114" = I '-O' �K BATH ELEVATION 114" = 1'-0" BATH ELEVATION X -203 ROOM ELEVATION 1 14" = 1'-0" • 1 11• I ARCHITECTURAL 114" = I ' -0" 326 305 X -500 �D flB OD 343 X -306 X -220 X -220 ROOM ELEVATION 1/4" = 1'-0' N_ �A ROOM ELEVATION 1/4" = 1 ' -0" TOILET ROOM rf ELEVATION 114 1' -0" X-603 X -206R 81 cv Sim 4 520 OI LET ROOM ELEVATION 114" = I ' -0" Sim 9 83 520 I I li I r1� il` ► !iu� N BATH EL 1. REFER TO SPECIFICATIONS FOR FINISH IND 2. REFER TO ENLARGED PLANS FOR PARTITIC TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTE5 �. 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 15 SOFFIT ABOVE 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR. SPRI NG H 1 LL 83 FOR LIGHT COVE DETAILING REFER TO SUITES SHEET 520. Aarnott 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS " 86 WHERE DRAPERY RODS ARE USED AT O WINDOWS OR SLIDING DOORS PROVIDE _ CONTINUOUS SOLID WOOD BLOCKING IN Q CEILING FOR ATTACHMENT -, � v 92 THRESHOLD � rn J 99 GUESTROOM AUDIBLE /VISUAL ALA MS ct O h 116 OPTIONAL CASEGOOD MOUNTED JACKPAC J X V W O) 117 WHEN VINYL WALL COVERING IS SPECIFIED, Q KNOCKDOWN FINISH 324 IS OPTIONAL FOR O EXTERIOR WALLS ONLY AS CLIMATIC Z CONDITIONS WARRENT C5" H 0 1— O E4 PLUG CASEGOOD MOUNTED WALL BRACKET O LED LIGHT INTO SWITCHED, ONE SIDE O OUTLET w =:) m O ww U U w 0 w U) fL U- w Ow I m W jzo (n2w Z NQw ��� www Lu x U� (n QO w a F- ZO� Q >- O rY��: 0 W W cna= -a0 �x0 �zw D UJI L5 HBO 00 0 0 N i cy u- 0 0 0 o a o ) N z�0 fin Q Lu V C i � o W U) w 0 LZ V _j� c: Z J J ^' a- _j Ur CD Z�?= T C� Z2w CL z �oU) L1J 0 W w o� w a �oz Q I w0U C/) W NCO o =�� c o I-Za d- �. orti z Nu _ �ww W U) M w � W w w LLj 0 z oo0� O w Z —1 cn w w O W LL Ln re ao y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" C ROOM ELEVATION 114" = I '-O' �K BATH ELEVATION 114" = 1'-0" BATH ELEVATION X -203 ROOM ELEVATION 1 14" = 1'-0" • 1 11• I ARCHITECTURAL 114" = I ' -0" 326 305 X -500 �D flB OD 343 X -306 X -220 X -220 ROOM ELEVATION 1/4" = 1'-0' N_ �A ROOM ELEVATION 1/4" = 1 ' -0" TOILET ROOM rf ELEVATION 114 1' -0" X-603 X -206R 81 cv Sim 4 520 OI LET ROOM ELEVATION 114" = I ' -0" Sim 9 83 520 I I li I r1� il` ► !iu� N BATH EL 1. REFER TO SPECIFICATIONS FOR FINISH IND 2. REFER TO ENLARGED PLANS FOR PARTITIC TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTE5 �. 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 15 SOFFIT ABOVE 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR. SPRI NG H 1 LL 83 FOR LIGHT COVE DETAILING REFER TO SUITES SHEET 520. Aarnott 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS " 86 WHERE DRAPERY RODS ARE USED AT O WINDOWS OR SLIDING DOORS PROVIDE _ CONTINUOUS SOLID WOOD BLOCKING IN Q CEILING FOR ATTACHMENT -, � v 92 THRESHOLD � rn J 99 GUESTROOM AUDIBLE /VISUAL ALA MS ct O h 116 OPTIONAL CASEGOOD MOUNTED JACKPAC J X V W O) 117 WHEN VINYL WALL COVERING IS SPECIFIED, Q KNOCKDOWN FINISH 324 IS OPTIONAL FOR O EXTERIOR WALLS ONLY AS CLIMATIC Z CONDITIONS WARRENT C5" H 0 1— O E4 PLUG CASEGOOD MOUNTED WALL BRACKET O LED LIGHT INTO SWITCHED, ONE SIDE O OUTLET w =:) m O ww U U w 0 w U) fL U- w Ow I m W jzo (n2w Z NQw ��� www Lu x U� (n QO w a F- ZO� Q >- O rY��: 0 W W cna= -a0 �x0 �zw D UJI L5 HBO 00 0 0 N i cy u- 0 0 0 o a o ) N z�0 fin Q Lu V C i � o W U) w 0 LZ V _j� c: Z J J ^' a- _j Ur CD Z�?= T C� Z2w CL z �oU) L1J 0 W w o� w a �oz Q I w0U C/) W NCO o =�� c o I-Za d- �. orti z Nu _ �ww W U) M w � W w w LLj 0 z oo0� O w Z —1 cn w w O W LL Ln re ao y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" N BATH EL 1. REFER TO SPECIFICATIONS FOR FINISH IND 2. REFER TO ENLARGED PLANS FOR PARTITIC TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL CRITERIA NOTE5 �. 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 15 SOFFIT ABOVE 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR. SPRI NG H 1 LL 83 FOR LIGHT COVE DETAILING REFER TO SUITES SHEET 520. Aarnott 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS " 86 WHERE DRAPERY RODS ARE USED AT O WINDOWS OR SLIDING DOORS PROVIDE _ CONTINUOUS SOLID WOOD BLOCKING IN Q CEILING FOR ATTACHMENT -, � v 92 THRESHOLD � rn J 99 GUESTROOM AUDIBLE /VISUAL ALA MS ct O h 116 OPTIONAL CASEGOOD MOUNTED JACKPAC J X V W O) 117 WHEN VINYL WALL COVERING IS SPECIFIED, Q KNOCKDOWN FINISH 324 IS OPTIONAL FOR O EXTERIOR WALLS ONLY AS CLIMATIC Z CONDITIONS WARRENT C5" H 0 1— O E4 PLUG CASEGOOD MOUNTED WALL BRACKET O LED LIGHT INTO SWITCHED, ONE SIDE O OUTLET w =:) m O ww U U w 0 w U) fL U- w Ow I m W jzo (n2w Z NQw ��� www Lu x U� (n QO w a F- ZO� Q >- O rY��: 0 W W cna= -a0 �x0 �zw D UJI L5 HBO 00 0 0 N i cy u- 0 0 0 o a o ) N z�0 fin Q Lu V C i � o W U) w 0 LZ V _j� c: Z J J ^' a- _j Ur CD Z�?= T C� Z2w CL z �oU) L1J 0 W w o� w a �oz Q I w0U C/) W NCO o =�� c o I-Za d- �. orti z Nu _ �ww W U) M w � W w w LLj 0 z oo0� O w Z —1 cn w w O W LL Ln re ao y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS " 86 WHERE DRAPERY RODS ARE USED AT O WINDOWS OR SLIDING DOORS PROVIDE _ CONTINUOUS SOLID WOOD BLOCKING IN Q CEILING FOR ATTACHMENT -, � v 92 THRESHOLD � rn J 99 GUESTROOM AUDIBLE /VISUAL ALA MS ct O h 116 OPTIONAL CASEGOOD MOUNTED JACKPAC J X V W O) 117 WHEN VINYL WALL COVERING IS SPECIFIED, Q KNOCKDOWN FINISH 324 IS OPTIONAL FOR O EXTERIOR WALLS ONLY AS CLIMATIC Z CONDITIONS WARRENT C5" H 0 1— O E4 PLUG CASEGOOD MOUNTED WALL BRACKET O LED LIGHT INTO SWITCHED, ONE SIDE O OUTLET w =:) m O ww U U w 0 w U) fL U- w Ow I m W jzo (n2w Z NQw ��� www Lu x U� (n QO w a F- ZO� Q >- O rY��: 0 W W cna= -a0 �x0 �zw D UJI L5 HBO 00 0 0 N i cy u- 0 0 0 o a o ) N z�0 fin Q Lu V C i � o W U) w 0 LZ V _j� c: Z J J ^' a- _j Ur CD Z�?= T C� Z2w CL z �oU) L1J 0 W w o� w a �oz Q I w0U C/) W NCO o =�� c o I-Za d- �. orti z Nu _ �ww W U) M w � W w w LLj 0 z oo0� O w Z —1 cn w w O W LL Ln re ao y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" O ww U U w 0 w U) fL U- w Ow I m W jzo (n2w Z NQw ��� www Lu x U� (n QO w a F- ZO� Q >- O rY��: 0 W W cna= -a0 �x0 �zw D UJI L5 HBO 00 0 0 N i cy u- 0 0 0 o a o ) N z�0 fin Q Lu V C i � o W U) w 0 LZ V _j� c: Z J J ^' a- _j Ur CD Z�?= T C� Z2w CL z �oU) L1J 0 W w o� w a �oz Q I w0U C/) W NCO o =�� c o I-Za d- �. orti z Nu _ �ww W U) M w � W w w LLj 0 z oo0� O w Z —1 cn w w O W LL Ln re ao y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" y 0 Go w CD z 0 w CD v 0 L O r U W o N W U w z w Q r w I Z z 0 N M 430 72" AFF ELECTRICAL 1/4" = 1'-0" (G� ELEVATION 114" = 1' -0" TOILET ROOM ELEVATION 114" = 1 ' -O" QUAD RECEPTACLE AND DATNPHONE @ 24" APP; 5WITCH LEG ONE RECEPTACLE FOR CASEGOOD I lr- HTINr, QUAD RECEPTACLE AND PHONE @ 18" APP (N I GHT5TAND) N 3 EL ECTRICAL 1/4" = 1'-0" 8' - 2" 5' X -306 X-402 X-402 305 306 306 306 X -101 X100 X303 - 201ADA X-40 X -500 m go X -220 X -220 X -20 3 �D ROOM ELEVATION 1 14" = 1'-0" cu I z_ Q w u w H H O I -ICU � cu M �ICtJ I co X -302 f [� �( -262 X-501 I r � I I X-220 I I i � r X -220 ` � � ' X-600 X-400 - Q -211H X-800 -110 Q-210B Q -210M - - - - -- Q -104B ` X-402 Q -104L I , � X303 - 201ADA I , - 208ADA � - - - - - X -003 X -001 X02 Q-104B X Q -2108 -110 Q -211H Q -210M - - - -� Q -104L ` X-400 ` X -228 I , I IL- - -- I �� I X -101 ° 2 FU RN ITU RE 7 XA05 X -701L X -701A X -701 Q/Q ROLL -IN FF &E LEFT HAND SHOWN Q -1q4B4 305 X -500 X-600 X -204L [X-220 X -241 QUEEN BOXSPRING COVER Q -104L I.D. X -REF I.D. X -REF c Q- 201ADA (RIGHT) (LEFT) O' DESCRIPTION Q -104B Q -1q4B4 305 X -500 X-600 X -204L [X-220 X -241 QUEEN BOXSPRING COVER Q -104L Q -1QUEEN 212 307 BED SCARF Q- 201ADA Q- 2 0 L ADA QUEEN HEADBOARD Q -210B Q -2QUEEN }, C/) BOX SPRINGS Q -210M Q -2QUEEN o 347 1 �\ MATTRESS Q -211 H Q -211 H 2 ADA QUEEN BED BASE X303 X303 1 NIGHTSTAND LAMP X -001 X -001 1 GR CARPET X -002A X -002A 1 GR CARPET BASE X -003 X -003 1 GR CARPET PADDING X -100 X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM BLACKOUT CURTAIN X -110 X -110 2 IBED BOLSTER X -203 X -203 1 IGUEST ROOM DESK CHAIR X -204R X -204L 1 TV STAND LEFT X -207R I X-207L 1 ADA DRY BAR LEFT X- 208ADA X- 208ADA 1 24x22 NIGHT STAND X -219R X -219L 1 ADA WARDROBE LEFT X -220 X -220 2 BUNCHING TABLE X -228 X -228 1 Q/Q BEDSIDE TABLE X -241 X -241 1 1 SLEEPER SOFA X -260 X -260 1 74" WINDOW BENCH X -262 X -262 1 IGUEST ROOM ADA DESK X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 2 60" WALL MTD BED LIGHT X-405 X-405 1 VANITY LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -701 X -701 1 A SHOWER CURTAIN X -70 AA X -701A 1 SHOWER CURTAIN HOOKS X -701L X -701L 1 SHOWER CURTAIN LINER X -800 X -$00 1 ARTIFACT VASE X -5k 99 X -302 N X -501 BATH ELEVATION 1/4" = 1'-0" 11 2 520 — (J BATH ELEVATION 114" = 1 ' -0" ROOM ELEVATION 1 14" = 1 ' -0" TOILET ROOM G ELEVATION 1 /4" X-603 X -207L- 310 305 I78 305 X -500 X-600 X -204L [X-220 X -241 N 310 212 307 X -207L W 0 L � w0 X-602 }, C/) X -204L P� 0 — 1 X -8 3 0 47 // 305 o 347 1 �\ 45 ` ` � �N ROOM ELEVATION 1/4" = 1' -0" � • 1 11• n Sim X -262 ARCHITECTURAL N X -203 �C_"� ROOM ELEVATION 1/4" = 1 ' -0" X -207L D104 TOILET ROOM F ELEVATION 1/4" = 1'-0" 3 520 307 305 I78 326 14 305 310 212 307 W 0 L � w0 }, C/) X -204L P� 0 — 1 X -8 3 0 47 // 305 o 347 1 �\ 45 ` ` � Q E:1 Z 1- m w o „_„ WOz 346 346 �¢ =z0 o 0 J a n/ olL 0 Z_ p f ARCHITECTURAL N X -203 �C_"� ROOM ELEVATION 1/4" = 1 ' -0" X -207L D104 TOILET ROOM F ELEVATION 1/4" = 1'-0" 3 520 307 131 i ww U 212 307 W N_ ROOM ELEVATION 114" = 1' -0" IUILCI KUOM E ELEVATION 1/4" 1 \ 1 1... t \ice • • v b.. • � • •.v 1. REFER TO SPECIFICATIONS FOR FINISH INDE 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN O SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL M M M 0 00 Li z 0 CL CD It CC) 0 > w U W w z L� z w Q > a r w z 0 z �o cu u� M Sim 9 520 M BATH ELEVATION 1/4" = II ' -0" CRITERIA NOTES 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR 83 FOR LIGHT COVE DETAILING REFER TO SHEET 520. 86 WHERE DRAPERY RODS ARE USED AT WINDOWS OR SLIDING DOORS PROVIDE CONTINUOUS SOLID WOOD BLOCKING IN CEILING FOR ATTACHMENT 90 PROVIDE BLOCKING FOR ALL ACCESSORIE: 92 THRESHOLD 99 GUESTROOM AUDIBLE / VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED JACKPACK 117 WHEN VINYL WALL COVERING IS SPECIFIED, KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BRACKET, LED LIGHT INTO SWITCHED, ONE SIDE OUTLET SPRINGHILL SUITES >Xarnott , U 0 ww U W 0 L � w0 }, C/) m� n. = Ouj Q r V n Z 1- m w o „_„ WOz ___j �¢ =z0 o 0 J a n/ olL 0 Z_ p f :DP rn Q m a p O U W Lx � cn ¢ w w ' 0 Z max to cn ~ w = W 0O au-Y 0 Qx0O 0 O ww ZC?_ ¢v o Q W ZWO z C� �Wz ], =O -� 0 � L u W zw cn N 0 W ��O 520 �L BATH ELEVATION 1/4" = 1'-0" TOILET ROOM ELEVATION 1/4" = 1 ' -0" 0 0 L co C) o }, C/) N N _ r V n o �° LL �¢ o 0 uj co zP0 0 2 W 22 o w < to cn QV� W 0 w�UJ �UH U = 0 Z_� ZC?_ ¢v z C� Z -sW W ; a. �Z W 0 � L u N U W -QZ Z I– I - D j LLJ LLJ C/)) W J J � J0 of 0 O Ch F_ Z d d' cf) M � Z W U) Nn m = ��� W _ U) tiwm W u) wiz_ U Z I- t( ooC� U J �Wd° 0 Q L- S2wE0 520 �L BATH ELEVATION 1/4" = 1'-0" TOILET ROOM ELEVATION 1/4" = 1 ' -0" �nAll. cl� n /II I I IA AIAIATCI"1\ CIA /ITl'�l -1FC D T.B.D. RECESSED LIGHT GANGED SWITCH @ 48" Al ILLUMINATED + GFI OUTLE RECESSED 3" CAN ABOVE DUPLEX HIGH @ 60" AFF, QUAD LOW @ 18" AFF; SWITCH LEG ONE RECEPT/ FOR CA5EGOOD LIGHTING SWITCH @ 48" AFF (TOP) 5 ,- 0 // I 2 ' - i 5 ,_ 0 // 2 FURNITURE 1/4" = 1 ' -0" Q/Q 4' -6" TUB LEFT HAND SHOWN I.D. I.D. BOXSPRING COVER Q -104L X -REF X -REF m Q -201 RIGHT LEFT C7 Description Q -1046 IQ-104B 305 326 305 X -306 149 4 IQUEEN BOXSPRING COVER Q -104L Q -104L 2 QUEEN BED SCARF Q -201 Q -201 1 QUEEN HEADBOARD Q -209 Q -209 1 QUEEN 24" NIGHTSTAND Q -210B Q -21 0B 2 QUEEN BOX SPRINGS Q -210M Q -210M 2 QUEEN MATTRESS -211 Q -211 2 QUEEN BED BASE X303 X303 1 NIGHTSTAND LAMP X -100 r Q X -100 1 GR WINDOW SHADE X -101 X -101 1 GUEST ROOM BLACKOUT CURTAIN X -110 X -110 2 BED BOLSTER X -202R X -202L 1 GUEST ROOM DESK LEFT X -203 X -203 1 GUEST ROOM DESK CHAIR X -204R X -204L 1 I TV STAND LEFT X -206R I X -206L 1 IDRY BAR LEFT X -220 X -220 2 BUNCHING TABLE X -221 X -221 1 DRESSER X -228 X -228 1 Q/Q BEDSIDE TABLE X -239R X -239L 1 SOFA BED /CHAISE RIGHT X -261 X -261 1 68" WINDOW BENCH X -302 X -302 1 DESK LAMP X -306 X -306 1 GUEST ROOM FLOOR LAMP X-400 X-400 2 BED LAMP X-402 X-402 2 60" WALL MTD BED LIGHT X -500 X -500 1 GUEST ROOM ARTWORK 1 X -501 X -501 1 GUEST ROOM ARTWORK 2 X -502 X -502 1 ILLUMINATED ROUND MIRROR X -517 X -517 2 SIDE MIRROR X -518 X -518 1 DRESSER MIRROR X -600 X -600 1 TV 37" FLAT SCREEN X -600C X -600C 1 TV MOUNT X -602 X -602 1 MINI REFRIGERATOR X -603 X -603 1 MINI - MICROWAVE X -800 X -8 10 1 ARTIFACT VASE 99 000 306 306 305 305 X -518 a-104B 0 X -400 X 02 X - X -101 X -228 X -110 X -1 X -221 Q -104L Q-210 Q-21 OM -104B Q -210 Q -2108 X -203 �D ROOM ELEVATION 114" = 1'-0" Sim 9 520 BATH ELEVATION 1/4" = 1'-0" (K"� BATH ELEVATION 1/4" = 1 1 -0 ROOM ELEVATION 1/4" = 1 ' -0 170 J� BATH ELEVATION 114" = 1'-0" TOILET ROOM H ELEVATION 114" = 1 -0 305 X -306 X -500 - 100 L X-501 i Eo X -239L X -220 X -220 ARCHITECTURAL 1/4" = 1,-0,, 326 U lm 3 ROOM ELEVATION 114" = I -0" TOILET ROOM G ELEVATION 1/4" = 1 -0" �A ROOM ELEVATION 1/4" = I'-0` TOILET ROOM F ELEVATION 1/4" = 1 ' -0 Sim TOILET ROOM E ELEVATION 1/4" = 1'-0" I NIL_ I LI \LI V `/L- 1 V V 1 L..%./ 1. REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIOI TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL �> CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS." 90 PROVIDE BLOCKING FOR ALL ACCESSORIE: 92 THRESHOLD 99 GUESTROOM AUDIBLE /VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED 117 WHEN VINYL WALL COVERING IS SPECIFIED, KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BR LED LIGHT INTO SWITCHED, ONE SIDE OUTLET I U W L.L Q M 0 M o 0 co W Z 0 w 0 co CD 0 0 a. 0 N u W W z w r w z 0 z N In M SPRINGHILL SUITES )karriott__ 305 326 305 X -306 149 310 305 U U 305 X -518 X -221 -100 I X -206L 116 X-80 _ \ / \ I O w c� LL w 305 o I �\ \ O Q (1) mW ® c- w Oz 343 346 O =zo �az z w z_ z r- ROOM ELEVATION 1/4" = 1 ' -0 170 J� BATH ELEVATION 114" = 1'-0" TOILET ROOM H ELEVATION 114" = 1 -0 305 X -306 X -500 - 100 L X-501 i Eo X -239L X -220 X -220 ARCHITECTURAL 1/4" = 1,-0,, 326 U lm 3 ROOM ELEVATION 114" = I -0" TOILET ROOM G ELEVATION 1/4" = 1 -0" �A ROOM ELEVATION 1/4" = I'-0` TOILET ROOM F ELEVATION 1/4" = 1 ' -0 Sim TOILET ROOM E ELEVATION 1/4" = 1'-0" I NIL_ I LI \LI V `/L- 1 V V 1 L..%./ 1. REFER TO SPECIFICATIONS FOR FINISH INDI 2. REFER TO ENLARGED PLANS FOR PARTITIOI TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN C SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALL �> CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR 85 TYP. SHELF AND ROD: TYP. SHELF MOUNTING HEIGHT TO BE 5' -8" AFF W/ 2 SUPPORT BRACKETS - EACH TO BE INSTALLED @ EQUAL 1/3 POINTS. CLOTHES ROD ASSEMBLY TO HAVE SMALL DIAMETER HOOKS IN LIEU OF "PUZZLE TYPE" HANGERS." 90 PROVIDE BLOCKING FOR ALL ACCESSORIE: 92 THRESHOLD 99 GUESTROOM AUDIBLE /VISUAL ALARMS 116 OPTIONAL CASEGOOD MOUNTED 117 WHEN VINYL WALL COVERING IS SPECIFIED, KNOCKDOWN FINISH 324 IS OPTIONAL FOR EXTERIOR WALLS ONLY AS CLIMATIC CONDITIONS WARRENT E4 PLUG CASEGOOD MOUNTED WALL BR LED LIGHT INTO SWITCHED, ONE SIDE OUTLET I U W L.L Q M 0 M o 0 co W Z 0 w 0 co CD 0 0 a. 0 N u W W z w r w z 0 z N In M SPRINGHILL SUITES )karriott__ *CURRENT SET AS OF 1 -20 -2009* 305 QUAD RECEPTACLE AND PHONE @ 18" AFF (NIGHTSTAND) QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; SWITCH LEG ONE RECEPTACLE FOR CASEGOOD LIGHTING X01 �100 X -500 � i `o 00 X -220 X -2 U-) 39L 132 1 520 81 82 I r I o 0 I D127 II �1L7� i� rF'w 432 0 .7 1- - ____ M BAT ELEVATION 114 _ 1 1_ V I V. J T/ G n l I ELECTRICAL 1/4" = I' -0" ROOM ELEVATION 1/4" = 1'-0" 0 ww U U � O w c� LL w = O of O Q (1) mW O c- w Oz O =zo �az z w z_ z r- 0 0 F- Q U Q w cn W W O O W W J W w =� _ DEL Z t-�D t_ Q C� M �w� F_ U) Z ~ 0 O (L t � 0� ZOO W Q o c m 0 �aw ■� c w Z0 F- G �wz O � � J Wzw Q� =Uof I- Z d Lu 0 U) 1 M co r- Hit *CURRENT SET AS OF 1 -20 -2009* 305 QUAD RECEPTACLE AND PHONE @ 18" AFF (NIGHTSTAND) QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; SWITCH LEG ONE RECEPTACLE FOR CASEGOOD LIGHTING X01 �100 X -500 � i `o 00 X -220 X -2 U-) 39L 132 1 520 81 82 I r I o 0 I D127 II �1L7� i� rF'w 432 0 .7 1- - ____ M BAT ELEVATION 114 _ 1 1_ V I V. J T/ G n l I ELECTRICAL 1/4" = I' -0" ROOM ELEVATION 1/4" = 1'-0" 00 0 0 N M N _ LL O O Q O C) C9 0 O W co L) r � N _ J0 O w cn W W m 0 U =CO DEL Q C� F_ U) Z � � ofo� z W �Zw 0 0a W �QZ F- � � J =Uof I- Z d I CN U) 1 M co r- N a W T L r—m W�C) W W w:* Z `t U) Q ¢ Z F— m Z Ld u j J �wWO LL _w5-0 *CURRENT SET AS OF 1 -20 -2009* 305 QUAD RECEPTACLE AND PHONE @ 18" AFF (NIGHTSTAND) QUAD RECEPTACLE AND DATA/PHONE @ 24" AFF; SWITCH LEG ONE RECEPTACLE FOR CASEGOOD LIGHTING X01 �100 X -500 � i `o 00 X -220 X -2 U-) 39L 132 1 520 81 82 I r I o 0 I D127 II �1L7� i� rF'w 432 0 .7 1- - ____ M BAT ELEVATION 114 _ 1 1_ V I V. J T/ G n l I ELECTRICAL 1/4" = I' -0" ROOM ELEVATION 1/4" = 1'-0" QUAD RECEPTACLE AND C 5WITCH LEG ONE RECEPT LIGHTING QUAD RECEPTACLE AND PHONE @ 18" AFF (NIGHT5TAND) N u �a D105 7 2" AFF i 48" APP (TOP) TYP. 1 W 18" AF F, SWITCH OF RECEPTACLE FOR DD LIGHTING FRAN5FORMER )RYBAR 3" AFF a z o cu u> M 3 ELECTRICAL 10 10" 1/4 I- 5' -0" 3' -2" 5' -O" 1 12745 A' 2745 305 149 326 1 12745 X -501 305 X-402 306 O 00 -�-+ 306 X-402 �• = 305 .� 0 X -101 X303 N X -500 X 400 Q -201AD . J J = Z O X -30 X -260 Q Z _ , X -501 N F X -302 203 Ny z X -241 1 x 110 LLU� 1 X-110 1 ' Q -210M Q -1046 Q -1048 Q -21ON w = F- -2108 - ,,, ,, , Q -2108 r�• SPRINGHILL SUITES Aarnott , X -203 \- Al 127 1 12776 TUB -05 1 X -502 2 12792 185 1 12761 2776 �L PATH ELEVATION 1/4" = 1' -0" X -100 305 X-400 t X -260 r G 0 Li L G C�1 C c c 2 520 BATH ELEVATION 114" = 1'-0" 1 1 r REFER TO SPECIFICATIONS FOR FINISH IND 22 FURNITURE_ 1/4" - 1 -0 99 O_O (1) � Z Q lu - �O o o u) w� =w u�= zN REFERENCE NOTES 2. REFER TO ENLARGED PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. REFER TO SHEET 004 FOR PARTITION ASSEMBLY TYPES 4. REFER TO SHEET A003 FOR ELECTRICAL SYMBOLS LEGEND 5. ELECTRICAL OUTLETS ARE MOUNTED AT STANDARD HEIGHT OF 16" UNLESS NOTED OTHERWISE 6. REFER TO GUESTROOM ELEVATIONS FOR MOUNTING CONFIGURATIONS OF OUTLETS 7. DIMENSIONING IS BASED ON WOOD FRAME CONSTRUCTION AND WALL ASSEMBLIES SHOWN ON SHEET 004 AND ON ENLARGED PLANS. ALL DIMENSIONS ARE TO FACE OF STUD, U.N.O. HOLD A CLEAR INTERIOR ROOM DIMENSIONS 8. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS M 10 1 rl M rl o co Li z O S CL v CD v w 0 > H o U OL W o N I_ a w Z w U w Cc z w r H Li w Li ` z C ROOM ELEVATION 1/4" = 1'-0" (J BATH ELEVATION 1/4" = 1'-0" 12761 12767 12761 m TOILET ROOM H ELEVATION 114" = 1' -0" TOILET ROOM G ELEVATION 114" = 1 ' -O" ®I TOILET ROOM ELEVATION 1/4" = 1' -0" TOILET ROOM =f- ELEVATION 114" Sim 9 N C9 X -603 l� 12804 (NNNNNNN ROOM ELEVATION 1/4" = 1'-0 � • 1 11• �D ROOM ELEVATION 1/4" = 1 ' -0" A 132 2776 _ 433 N I� ARCHITECTURAL z 12776 P ROOM ELEVATION 114' = 1 ' -0" D104 X-405 12792 3 520 �7 H 11 305 0 ww U 305 149 326 305 Z) > X -100 O 00 -�-+ 310 �• = o LU z .� Q X -101 / X- 19A N 2 0z . J J = Z O U) X -260 Q Z 0 X -501 N F QQ 203 Ny z x LLU� W X-600 00 U) w = F- ° Ix D 0UH X -207R w¢O U cn � �w� I 0 11 o c'j_ O z0 � z w a}° of I- X -800 343 m � ( Z z ZZ� �_a) X -262 � Lu =0 X -204R U0 W Wzw �0 D 0 Dow 1 346 '>t C`7 I- Z a `/ C�// U) C ROOM ELEVATION 1/4" = 1'-0" (J BATH ELEVATION 1/4" = 1'-0" 12761 12767 12761 m TOILET ROOM H ELEVATION 114" = 1' -0" TOILET ROOM G ELEVATION 114" = 1 ' -O" ®I TOILET ROOM ELEVATION 1/4" = 1' -0" TOILET ROOM =f- ELEVATION 114" Sim 9 N C9 X -603 l� 12804 (NNNNNNN ROOM ELEVATION 1/4" = 1'-0 � • 1 11• �D ROOM ELEVATION 1/4" = 1 ' -0" A 132 2776 _ 433 N I� ARCHITECTURAL z 12776 P ROOM ELEVATION 114' = 1 ' -0" D104 X-405 12792 3 520 �7 H 11 A ROOM ELEVATION 1/4" = I'-O" 307 i 5/ 158 160 L- _ - - - J _1 12761 212 i i l j l 8 �/ 1 \12776 JM' PATH ELEVATION 1/4" - I -O U) 305 0 ww U 0 Z) > X -100 O 00 -�-+ w 0 (/) � a �• = o LU z .� Q X -101 / X- 19A N 2 0z . J J = Z O U) X -260 Q Z 0 Z Z 1: O :Q F QQ 203 Ny z x LLU� W A ROOM ELEVATION 1/4" = I'-O" 307 i 5/ 158 160 L- _ - - - J _1 12761 212 i i l j l 8 �/ 1 \12776 JM' PATH ELEVATION 1/4" - I -O U) 0 ww U 0 Z) > W O 00 -�-+ w 0 (/) � a �• = o LU z .� Q �mw n 2 0z . J J = Z O U) Q Z 0 Z Z 1: O :Q F QQ z x LLU� W it ~_ 00 U) w = F- ° Ix D 0UH ' Z w¢O U cn � �w� Z J 0 d H � o c'j_ O z0 � z w a}° of I- .� m � ( Z z ZZ� �_a) wz � Lu =0 U0 W Wzw �0 D 0 Dow 1 Sim 9 520 �- 83 0 O 00 -�-+ a o N i M n N_ 0 o �° O :Q z = Lu U of Q U -' 0 a w H cn W c 0UH U cn Z J o c'j_ <�z c: a� Z z �_a) � Lu U0 W (" i �0 D M Dow d' cn 0 '>t C`7 I- Z a `/ C�// U) �\ W LL Cn OQ� Nam Z m ui ti m Ww � U z az�a 0 w �n Q J 0 0 Sim 9 520 �- 83 1�- 5TA1 R- DETAIL 10 11 11 7 5TA1 R PLATFORM DETAIL 1 1 12" = I '-O" 6 STAIR LANDING DETAIL 1 112" = 1'-0" 5TA1 R R15ER DETAIL 1 112" = 1 ' -O" *CURRE 12 I p D 7.22 16 7.11 D95 Q 9.11 9J BEARING WALL TYP. 9.� (2 LAYERS 30 MIN. RATED ACH SIDE) 7 62 DETAIL 15 �t9 I (6.27 97 a TYP. +42" MIN. ��,+36" VR 9.5 (� 9.11 6. 8 WAL TYP 9.1 6.29 6.30 CCfR jDCfR (2 LAYERS /' pII I1 II it II ii it II 11 �/ 30 MIN. RATED ACH SIDE) SEE DETAIL 15 SHEET 5, 6.27 +42" MIN. +36" g� Q 9.11 TYP. DOR 30 MIN. RATED 6.10 6.28 - BEARING WALL 9.1 6.29 (2 LAYERS ACH SIDE) 6.2 SEE DETAIL 15 SHEET 5 C62 7 6.30 � / i II II II II � I� III III II / /�III�IIII��III� iII II II II I I II II II II II III ,ly� II Hi ll II II II II ��/ +42" MIN. +36" 9.1 y. g 9.5 Q 1 TYP. COfRfRIDcR 30 MIN. RATED 3.2 6.10 6� 6.29 6.30 /�)� II II II II II BEARING WALL / II /�' II II 1� 1 li l y�� /�'� �! II jj II I j II II II HIV �'/ (2 LAYERS .ACH SIDE) I I II II I ii II II 6.28 III► I ��, 6.29 IIIIj 6.30 3.3 D 2.3 6.8 6.13 7.7 9.1 6.10 6.2 5.4� (6.24 '7.1� 9.2 6.8 C 61 7J 6.10 c 5.4 r6.2 r �.2 C68 6.13 C 77 9.1 C 62 5.4 10 4 STAIR - 5ECTION 3/8" = 1'-0" 5 I 5.10 5.11 - rik TO OF PLATE EL. 141'- 6 -3/8" 1 1 SLOPE UP TOWA A WAELWAL 1 " 10 7.31 1 n 6.1 7.3 7.21 7.4 7.1.. I 7.3 0 Q`=oa lu N > U w Q m <2Q C. Q I 10 rq_� HANDRAIL- DETAIL I 3" = 1 ' -0" SECOND LEVEL FLOOR LINE EL. 127 -10- 7/8" 7.4 6.1 4.1 6.10 4�- SECOND LEVEL FLOOR LINE EL. 118 -3/4" 7.1 SECO D LEVEL FLOOR LINE EL. 106 -10 -1 /4" 7.4 I 6.1 4.3 I I 4.1 z .6 I 2.1 _ FIRS LEVEL FLOOR LINE EL. 100' -0" D, z z ( o � � o a D ENGINEERED COMPACTED FILL - 1 TOI FLOOR- 5TA1 R A 1/4" = 1 ' -0" REFERENCE NOTES PLANS, SECTIONS AND DETAILS ARE DRAWN O PROVIDE INFORMATION REGARDING SPECIFIC INISH SYSTEMS, CONSTRUCTION AND ELATIONSHIPS. ARCHITECT SHALL VERIFY THAT ECTIONS ARE DRAWN ACCURATELY FOR CHOSEN INISH SYSTEMS. PLANS, SECTIONS AND DETAILS ARE DRAWN O REPRESENT SPECIFIC STRUCTURAL SYSTEMS. EFER TO SHEETS 004 AND 005. ARCHITECT SHALL PDATE OR CORRECT SECTIONS TO REPRESENT HOSEN STRUCTURAL SYSTEMS PER STRUCTURAL NGINEER. REFER TO FLOOR PLANS, SHEETS 006 AND 007 DR WALL PARTITION TYPES. M O M �D 0 00 w z 0 fl v 0 co 0 > L a r U W 0 (cu:, w � z w << > w z 0 z N U-) 1 CRITERIA NOTES 100 PREFABRICATED METAL HANDRAIL SYSTEM 101 1 1/2" DIA. METAL HANDRAIL 103 METAL HANDRAIL BRACKET AT 48" O.C. MAX. 104 1x WOOD KICKBOARD 105 WOOD QUARTERROUND TRIM 106 WOOD STAIR TREAD 107 WOOD STAIR RISER 108 BASE /FLOORING, REFER TO IFI 109 NOSING FULL WIDTH OF TREAD TO MEET CODE REQMT'S. REFER TO TO IFI 110 5/8" TYPE 'X' GYP. BD. 111 VERIFY STRUCTURAL SYSTEMS WITH STRUCTURAL ENGINEER, UPDATE DRAWINGS AS REQUIRED >.._ LJ SPRINGHILL SUITES Aarnott Cn D ww U J co 0 � 0 N w a , = w o Lu z _ Q Imw 0 m Z o .,J s`ZO aw CI' OC O 1- Z0H �QiR m C5 L c .J 0 of J W W cn LLI �■ Q 2 V' z I- < 0 co 'p C.9 Q =~ C6 ~ O 0 C9 Zoof Z w_ a O X 0 WW uJ Zoo U U) g ]+ = o cn zc� � cu ZWw Wz0 wz Z Lu co 0 Cn J co 0 � 0 N , Q _N W p U- Q cn Q cn cn o N p0 N vuj w 'p -� O Z C6 w ow O ° "'_ 0 z U ° zC a) _ <,' Q U U) W cn zc� � cu ZWw Z co 0 cu oW I z to cn -jo (� m om �za Q c ' M CV d w r p tiw Lu Lu L5j i�z Z DOUG wcn-,O w 0 0 VJ LL_ ~i T� Q'F OB !Ii] MIDDLE FLOOR TYP.- STAIR A p5D g5D1 ULO C Wr G r U I1� F 1111 111 110 1111 nl' r ELEVATOR - 2ND, 3RD, 4TH FLOOR PLAN 1/2" = 1'-0" J r r W W W M ti W r W O r 1 ELEVATOR - FIRST FLOOR PLAN 112" = 1' -0" J W f 2ND LEVEL FLOOR LINE EL. 113'- 1ST LEVEL FLOOR LINE EL. 1 ENGINEERED COMPACTED FILL I ELEVATOR SECTION 3/1 G" = 1 ' -0" CURRENT SET AS OF 11 20 2008* z Z w z °- z w 00 = W 0 ° 4 � w J Z U -$-TOP OF PLATE EL. 141'- 6 -3/8" SAFETY BEAM REQ'D, PER OSHA 1926502 NET TRAVEL REFERENCE NOTES 1. PLANS, SECTIONS AND DETAILS ARE DRAWN PROVIDED & INSTALLED BY OTHER TOP ❑.T, + TO PROVIDE INFORMATION REGARDING SPECIFIC DIRECTED BY THYSSENKRUPP FIELD OFF FLOOR IN OVERHEAD, FINISH SYSTEMS, CONSTRUCTION AND BOTTOM ❑,T. + NOT IMP CT SUPPORT TO BE PROVIDED BY RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT NOTE: VENT HOISTWAY AS REQUIRE GENERAL CONTRACTOR, TOTAL TRAVEL ASME A17.1 RULE 2.1.4 FINISH SYSTEMS. w NOTE: IF DISTANCE BE REPRESENT SPECIFIC STRUCTURAL SYSTEMS. FLOOR LEVELS EXCEE] Li MAXIMUM, AN ADDITI ❑N RAIL BRACKET MUST B w < PROVIDED MIDWAY. — J W f 2ND LEVEL FLOOR LINE EL. 113'- 1ST LEVEL FLOOR LINE EL. 1 ENGINEERED COMPACTED FILL I ELEVATOR SECTION 3/1 G" = 1 ' -0" CURRENT SET AS OF 11 20 2008* z Z w z °- z w 00 = W 0 ° 4 � w J Z U -$-TOP OF PLATE EL. 141'- 6 -3/8" SAFETY BEAM REQ'D, PER OSHA 1926502 - ° REFERENCE NOTES 1. PLANS, SECTIONS AND DETAILS ARE DRAWN PROVIDED & INSTALLED BY OTHER TOP GUIDE RAIL BRACKET TO BE INSTALLED AS REQ'D, ABOVE TO PROVIDE INFORMATION REGARDING SPECIFIC DIRECTED BY THYSSENKRUPP FIELD OFF FLOOR IN OVERHEAD, FINISH SYSTEMS, CONSTRUCTION AND DESIGN LOAD = TICE (ST C, NOT IMP CT SUPPORT TO BE PROVIDED BY RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT NOTE: VENT HOISTWAY AS REQUIRE GENERAL CONTRACTOR, SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN ASME A17.1 RULE 2.1.4 FINISH SYSTEMS. 2. PLANS, SECTIONS AND DETAILS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTUAL SYSTEMS PER STRUCTURAL ENGINEER. w 3. REFER TO FLOOR PLANS, SHEETS 006 AND 007 04 FOR WALL PARTITION TYPES. - - _ ILL - I ( - - _ LLI O J w U 4. SHAFT WALL AT LINEN CHUTE IS DRAWN AS A 2 X6 STUD WALL RATHER THAN AS PARTITION TYPE W -J ~ TO REPRESENT WORST CASE SCENARIO. v z z = � ARCHITECT SHALL UPDATE OR CORRECT SECTION AS w z v ' I II w 3 W> REQUIRED BASED ON PARTITION TYPE USED. FINISHED FLOOR >O - - ° ° W W 1: 9 C CL n L7 z w U co I FLOOR -FLOOR I TRAVEL II FINISHED FLOOR - SECOND LEVEL FLOOR LINE EL. 132'- 9 -7/8" _ W w o Q W ?- �- (/� W Q � W w W > > O Q U J o< QED d J W —i ¢ F 0D = = FIN. FLR. 1 N RAIL BRACKETS 3" BELOW EACH ISHED FLOOR LEVEL, ELEVATOR - SECTION PLAN 112" = 1' -0" -Y SECOND LEVEL FLOOR LINE EL. 122'- 11 -3/4" Q z -- SECOND LEVEL FLOOR LINE EL. 113'- 1 -5/8" w Q� wQ U 0 w -J -Fw3 w =LwQ 0W� _ G/) Z � WCi� Cl w, u 3� Q a1> W 0 J OJ�I —W --� FIRST LEVEL FLOOR LINE EL. 100' -0" - = RAIL BRACKET MOUNTING SURFACE 8' -8" CLEAR HOISTWAY P 4' -4" 4' -4" 4 3/4" 7' -10 112" BACK TO BACK GUIDE RAILS 4 3/4" 7' -3" BETWEEN GUIDE RAILS 1 1/2" 1 112" 10" 7' -0" PLATFORM 10" 6' -8" MIN. CLEAR INSIDE SUMP PIT BY G,C. m I 5" :K (TYP.) N w O Q' U � 1 W Q � I I !a J Q BUPI ER - - J BUFFER �� z o Q i W J U \ Y U Z Q W (y) UQ �? 0 AR STATI ❑N HS — FACE OF RAIL -�-� 4 1/2" 1' -1" 3' -6" CLEAR OPNG. 5 1/2" 4' -9" ROUGH ❑PNG. I 3' -5 112" 5" I _ 7' -10" BETWEEN CENTER LINE OF JACKS r 2 ELEVATOR - HOIST PLAN 112" = 1'-0" 5 " J Z J Q 0 3 w F-- o Q J W J J - Q 3 CD CRITERIA NOTES 6 PROVIDE SUMP PUMP AND WATERPROOFING AT ELEVATOR PIT PER LOCAL CODE REQUIREMENTS 33 EXHAUST FAN 34 ELEVATOR OVERRUN DOGHOUSE cr- z w Q > a r w a' w > Z w 0 z o N M SPRINGHILL SUITES �arr�ott 0) CD M 0 co w z 0 x w C) 0 v co D 0 a U W c ° ti Li U ww U >� W cl) w0 n_ O a = Ow �mw Q `- 2 Oz D � J O ZQw f— cn ¢ Q X p o�W CJ) W H D Z Q C7 < F- p d = ~ Zoe O 0 a O 0 m U w W � a) a. w ui Z W H w z � Z W LLJ Co_ uj I— x O U) w 0 0 N N r W cn O Q Co (f) U) 0 Zpo vJ C UWQ z M cn QOM p = W �- U) H 0 ID Lu U Q) 0 U) U U) o�J �� c) ¢ "� vJ ca z�� W = a- 25 In y! �ZW Z O U ) z a--+ � � Z � —J W —j O CL ch 2U a- E- z n_ ry L0 Z 0 'tt C�jCL 4� r O r w m LL1 � / 5 w �Z W Z COO w w W W I.L �wa.m I MAXIMUM UNSUPPORTED RAIL BRACKET SPACING =18' -2" 50 HS — FACE OF RAIL -�-� 4 1/2" 1' -1" 3' -6" CLEAR OPNG. 5 1/2" 4' -9" ROUGH ❑PNG. I 3' -5 112" 5" I _ 7' -10" BETWEEN CENTER LINE OF JACKS r 2 ELEVATOR - HOIST PLAN 112" = 1'-0" 5 " J Z J Q 0 3 w F-- o Q J W J J - Q 3 CD CRITERIA NOTES 6 PROVIDE SUMP PUMP AND WATERPROOFING AT ELEVATOR PIT PER LOCAL CODE REQUIREMENTS 33 EXHAUST FAN 34 ELEVATOR OVERRUN DOGHOUSE cr- z w Q > a r w a' w > Z w 0 z o N M SPRINGHILL SUITES �arr�ott 0) CD M 0 co w z 0 x w C) 0 v co D 0 a U W c ° ti Li U ww U >� W cl) w0 n_ O a = Ow �mw Q `- 2 Oz D � J O ZQw f— cn ¢ Q X p o�W CJ) W H D Z Q C7 < F- p d = ~ Zoe O 0 a O 0 m U w W � a) a. w ui Z W H w z � Z W LLJ Co_ uj I— x O U) w 0 0 N N r W cn O Q Co (f) U) 0 Zpo vJ C UWQ z M cn QOM p = W �- U) H 0 ID Lu U Q) 0 U) U U) o�J �� c) ¢ "� vJ ca z�� W = a- 25 In y! �ZW Z O U ) z a--+ � � Z � —J W —j O CL ch 2U a- E- z n_ ry L0 Z 0 'tt C�jCL 4� r O r w m LL1 � / 5 w �Z W Z COO w w W W I.L �wa.m I MAXIMUM UNSUPPORTED RAIL BRACKET SPACING =18' -2" 50 U) w 0 0 N N r W cn O Q Co (f) U) 0 Zpo vJ C UWQ z M cn QOM p = W �- U) H 0 ID Lu U Q) 0 U) U U) o�J �� c) ¢ "� vJ ca z�� W = a- 25 In y! �ZW Z O U ) z a--+ � � Z � —J W —j O CL ch 2U a- E- z n_ ry L0 Z 0 'tt C�jCL 4� r O r w m LL1 � / 5 w �Z W Z COO w w W W I.L �wa.m I MAXIMUM UNSUPPORTED RAIL BRACKET SPACING =18' -2" 50 I MAXIMUM UNSUPPORTED RAIL BRACKET SPACING =18' -2" 50 REFERENC NOTES 1. REFER TO ARCHITECTURAL WOODWORKING SPECIFICATION FOR HARDWARE. 2. REFER TO FOOD SERVICE DRAWINGS FOR EQUIPMENT LAYOUT. 3. COORDINATE POWER AND PLUMBING FOR ALL EQUIPMENT. CRITERIA NOTES 56 THREE SECTION - MOTORIZED ROLLER SHADE MOUNTED ABOVE CEILING. CENTER PANEL 16'- 0" WIDE - END PANELS LOCATED BEHIND AND OVERLAPPING FRONT PANEL. 57 THREE SECTION - REMOVABLE CEILING ACCESS PANEL WITH CONTINUOUS METAL TRIMMED CEILING SLOT FOR ROLLER SHADE ACCESS. Aarnott OPENING FOR TRA5t REFER PLAN ADJUSTABLE SHELF REFER TO ELEVATIO' FOR LOCATION COFFEE BAR DETAIL 1 1/2" = 1' -0" VARIES _ REFER PLAN I '2" BUILT UP 405E 50LID 360 COUNTER 1 112" BUILT UP 13ULLN05E 50LIC SURFACING COI 'OOD DOOR STOP :ER CABINET 370 K AND BASE FINISHED FLOOR 3/4" X 3/4" 50LID SURFACING BACK5PLA5H WITH EASED EDGE5 360 1 112" BUILT UP 50LID SURFACING 360 13ULLN05E EDGE WOOD VENEER BA5E CABINETS, DOOR AND KICK COFFEE BAR ELEVATION 50LID WOOD DC STOP WOOD VENEER c DOOR AND BA5 TOGETHER. RAC LEADING DOOR 112". ( ii ) TOP OF FINI5HE 3/4" X 4" SOLID SURFACING BACKSPLASH WITH EASED ° 3/4" 0 wW o U N ` 360 � W0- 0 co 0 N Ow )NTER m Z Lu W FOR ® cu +-' It }U I— Q Z Z` ?0� BLOCKING ~ m C) ( Q u- X O (V ' N W It ;ABI N ET O FAD Z OPEN �a° w Z5 0 IBET 0 C7 Q '_DGE5 zM= Z ? FLOOR N W w Z d ~ O m N Q) � 3" 4 BUFFET SECTION 1 1 12" = 1'-0" COUNTER * 13ACK5PLA5h WITH EASED EDGE5 WHEELED 5TORAGE / 5ERVICE CART STORAGE 5ECTION5 WITH BASE CABINET FACE, DOOR AND KICK BASE OPEN AS A UNIT �2 BUFFET ELEVATION - FRONT *CURRENT SET AS OF 11 -20 -2008* 'C 314" SOLID ACE EDGE i cu BUFFET LL: _ sr,a` 114" = 1'-0 REFER TO DRAWING 800 FOR FOOD SERVICE EQUIPMENT I M O M �D I M 0 co W z 0 n_ d' 00 D 0 0 d 0 N W h W z W > Q r t- W z x F- 0 z O N L0 M SPRINGHILL SUITES tww ( S u l u m I -� BUFFET / FOOD PREP PLAN 0 wW o U W � W0- 0 co 0 = Ow < m Z Lu W WoZ �ZO ® cu +-' It }U I— Q Z O ?0� 0 ~ m C) ( Q u- X O ob- W It O FAD Z Z �a° w Z5 0 a LL 0 C7 Q U zM= Z r o W a . w W w Z d ~ O a- �WZ Q) � Lu U) WZw Q Z oo Q (n I tww ( S u l u m I -� BUFFET / FOOD PREP PLAN co 0 0 N C) N W O ® cu +-' (j) Q COO 0 V iz a v�Q t0 C J 0 a QUA 0 U (1) to =UH N V=im Z dJ U zM= r Qrz W �-- cnZ a- Lij wo w Q) �ZW Lu U) C/) o Z Z oo Q (n C/) a W ��O I-za ' O cn ' CL co z N a 4t L r- c — W V) r-wmQ H 2 LLJ4k �( Z < Z F- COU& Z W��O �waIn LL tww ( S u l u m I -� BUFFET / FOOD PREP PLAN CD M n 0 00 W z 0 _ COMMUNAL TABLE DETAIL 3 1 112" = I ' -0" 502 502 m 3/4" ACRYLIC COUNTERTOP q ROUND 5TAINLE55 STEEL STAND -OF SUPPORTS ALL SURFACES OTH K THAN ACRYLIC TO RECEIVE METALIG WHITE PAINT 114" TRANSLUCENT A RYLIC PANEL 5TAINLE55 STEEL DrIz WRAPS ALL AROUND COMMUNAL TABLE ELEVATION 112" = 1 ' -0" O O V N ,INLE55 STEEL )ND STAND -OFFS OPAQUE ACRYLIC PLYWOOD ACRYLIC DOORS VOOD SHELVES STAINLESS STEEL BASE 3/4" ACRYLIC COUNTERTOP o/ BRUSHED STAINLESS STEEL ROUND 5UPPORT5 3 „ 3/4" PLYWOOD I " PLYWOOD 5UPPOKT5 114" TRANSLUCENT ACRYLIC PANEL of ROUND 5TAILE55 STEEL STAND -OFF SUPPORTS 3/4" PLYWOOD SHELVES I' - 16 5/8" BACKLIGHT ENCL05URE w/ LED D 12 1 STRIP LIGHTING - AREA WRAPS SIDES * BACK OF 2 3!4" PEDESTAL REMOVABLE 114" TRANSLUCENT NOTE: ALL Vi ISLE SURFACES ACRYLIC PANEL o/ ROUND STAINLESS OTHER THAN CRYLIC * 55 TO STEEL STAND -OFF SUPPORTS RECEIVE MET LIC WHITE PAINT 1/4" BRUSHED STAINLESS STEELBA5E WD. BLOCKING COMMUNAL TABLE DETAIL 2 3/4" O N �t 1 112" = 1'-0" I 2 3/4" ACRYLIC COUNTERTOPo/ MTL. SUPPORTS 114" ACRYLIC PANEL SHELVES 114" ACRYLIC DOORS STAINLESS STEEL BASE �2 COMMUNAL TABLE ELEVA 112" = 1 ' -0" ACRYLIC IN51 LIGHT TKOUG COMMUNAL TABLE DETAIL I 3/4" ACRYLIC - ERTOP o/ MTL 5UPPORT5 3/4" PLYWOOD kCRYLIC PANEL JLE55 STEEL 1 112" = 1'-0" 2 502 U W I i U Q v 0 �D v 00 D > D K d 0 N xc W H W z cy W Q } cy W z ❑ z N un M SPRINGHILL SUITES Aarnott E O LLI W U W uJ wZ 0 u) a. = Ouj 0 N C \ 1 � O Q Z U 2 Z0 p Z0w LL- 0 1— m �QIY 0 0ww W N Lu ca '� W O ZHO c � Z H < cnQ 0 W Lu QH� cf) a) O O ZOO o m 0 °W W W Ui t: c � G _ 2 0-0 m � U L: ZD =0 Anuawa LLJ tQ N ZJJ —a te (1 U .co ZM= QU)z co I E co 1/ o) 0 N C \ 1 � O N r LL- 0 0 Q ��^^ VJ ca '� W O ZHO c W cf) a) V LU of of -s J W Ui t: �'" V ) m � U L: ZD j U) Anuawa LLJ tQ N ZJJ —a te .co ZM= QU)z co Z U) or- W cy .� W U) ..I LIL Z tii w E cn Z U cWn o W _! ' c/) C/ --j 0 N ~Za .J Q W �n `? o¢ti Z o W Na4 r L Z WW O L�j c W c ( y—� G W Fl 00( -) O J Z WU) Lu O U LL- DM (Lo E M 0 M r n M O W W z O _ CL V 0 v 00 0 U w ° N U I W H [ice z w Q > a N ry W � � z 0 l z �. - 1 M �L P a c i i IELF NICE EL5 REFER TO VICE DRAWINGS �LA55 DOOR TOR/FREEZER REFER SERVICE DRAWINGS PANEL THE MARKET SECTION 3/4" = 1 ' -0" *CURRENT C 504 GYP. BD. - EDGE TRIM TEAK VALA� FILLER PANE TO FOOD 5 DRAWI NG5 REACH IN G REPRIGERAI FOOD 5ERb REACH IN G REFRIGERAI FOOD 5ER� 9" 3" n QTY: 3 BAIN5 MARIE LOCKABLE STORAGE DRAWER THE MARKET ELEVATION I' -6 112' = 1 -O" �-1 3/4" = 1 SET AS /2" 3/4 ,-r3 I B 504 TRASH / RECYCLE DRAWER BLACK MELAMINE BASE GYP. BD. 300 ACRYLIC 5HELF 333 EDGE TRIM 360 N N � 0 I TEAK VALANCE 370 50LID TEAK EDGE 370 N d TEAK SHELVES AND 5UPPORT 370 360 3" 1 4" N ACRYLIC RE51N PANEL DRAWER INSET 333 DRAWER 0 SATIN 5.5. ROD PULL m- WOOD DRAWER FRONT In N DRAWER In 370 BLACK MELAMINE BA5E 221 THE MARKET SECTIO 1 3/4" = I OF 11 ® � I ILL UI'1 ✓L IJIJ1li1\ IVILLP IVI11`IL BASE THE MARKET ELEVATION 112" = 1 ' -0 LVVI�e'�V JIl,11Y \VL DRAWERS I THE MARKET PLAN 112" = 1'-0" GYP. BD. EDGE TRIM TEAK VALANCE TEAK SHELVES WOOD FRONT SUNDRY DRAWERS WITH ACRYLIC RE51N PANEL INSETS AND METAL WIRE PULL5 d v SPRINGHILL SUITES Q 00 LLI U Cl L5, REFER �RVICE A55 DOOR OR/FREEZER REFER TO ICE DRAWING ASS DOOR OR REFER TO ICE DRAWING 300 Q 300 360 370 370 u- a = m CV I II mw n 333 O 2z0 Q EDGE TRIM 0 0 O = 360 A nu < L) R F- m Q U - Q U C /2" N OUP N LIJ u) � ® I = =_� 0 C7 � Z F- Q cn Q o � 1 13/4" TEAK VALANCE I' - G" 3 1/2" 370 cu Q "O o � a H - 06 2-- 10 " o �Q� w Q O W 370 221 E 1 370 I L 10i O — W 210 aD ER Q DRAWER � W �•, = 0 cl o � = V CL F- Z a w TEAK 5HELVE5 «o z d- N a � � _ TILE BA5E I...f� Q �-1 3/4" = 1 SET AS /2" 3/4 ,-r3 I B 504 TRASH / RECYCLE DRAWER BLACK MELAMINE BASE GYP. BD. 300 ACRYLIC 5HELF 333 EDGE TRIM 360 N N � 0 I TEAK VALANCE 370 50LID TEAK EDGE 370 N d TEAK SHELVES AND 5UPPORT 370 360 3" 1 4" N ACRYLIC RE51N PANEL DRAWER INSET 333 DRAWER 0 SATIN 5.5. ROD PULL m- WOOD DRAWER FRONT In N DRAWER In 370 BLACK MELAMINE BA5E 221 THE MARKET SECTIO 1 3/4" = I OF 11 ® � I ILL UI'1 ✓L IJIJ1li1\ IVILLP IVI11`IL BASE THE MARKET ELEVATION 112" = 1 ' -0 LVVI�e'�V JIl,11Y \VL DRAWERS I THE MARKET PLAN 112" = 1'-0" GYP. BD. EDGE TRIM TEAK VALANCE TEAK SHELVES WOOD FRONT SUNDRY DRAWERS WITH ACRYLIC RE51N PANEL INSETS AND METAL WIRE PULL5 d v SPRINGHILL SUITES Q 00 LLI U GYP. BD. � W� Q 300 u- a = I_ 10 1 12" 911 3 11 ACRYLIC SHELF CV I II mw n 333 O 2z0 Q EDGE TRIM ir) 0 O = 360 A nu < L) R F- m Q U - Q U = W /2" N OUP N LIJ u) � ® I = =_� 0 C7 � Z F- Q cn Q o � 1 13/4" TEAK VALANCE I' - G" 3 1/2" 370 cu Q "O o � a H - 06 2-- 10 " o �Q� w Q O W V m O — W m � � 50LID TEAK EDGE o z0� a o Q 370 p � W �•, = 0 cl o � = V CL F- Z a w TEAK 5HELVE5 «o z d- N a � � _ AND 5UPPORT o I...f� Q ��O V- . -co 370 = C) N Q 10 1 2" 2' " - 3 360 1 � W Fn 3 O � = o 7 112" 1 1" 112" SATIN 5.5. ROD PULL - r N 3/4" - I I I i 1/2" o I I I I WOOD DRAWER FRONT 370 0 �- �Zl BLACK MELAMINE BASE 221 4 r THE MARKET SECTION �-1 3/4" = 1 SET AS /2" 3/4 ,-r3 I B 504 TRASH / RECYCLE DRAWER BLACK MELAMINE BASE GYP. BD. 300 ACRYLIC 5HELF 333 EDGE TRIM 360 N N � 0 I TEAK VALANCE 370 50LID TEAK EDGE 370 N d TEAK SHELVES AND 5UPPORT 370 360 3" 1 4" N ACRYLIC RE51N PANEL DRAWER INSET 333 DRAWER 0 SATIN 5.5. ROD PULL m- WOOD DRAWER FRONT In N DRAWER In 370 BLACK MELAMINE BA5E 221 THE MARKET SECTIO 1 3/4" = I OF 11 ® � I ILL UI'1 ✓L IJIJ1li1\ IVILLP IVI11`IL BASE THE MARKET ELEVATION 112" = 1 ' -0 LVVI�e'�V JIl,11Y \VL DRAWERS I THE MARKET PLAN 112" = 1'-0" GYP. BD. EDGE TRIM TEAK VALANCE TEAK SHELVES WOOD FRONT SUNDRY DRAWERS WITH ACRYLIC RE51N PANEL INSETS AND METAL WIRE PULL5 d v SPRINGHILL SUITES w Q 00 LLI U W � W� Q o u- = O� CV Q II mw O 0 2z0 Q W ?z0 W 0 O Z Q < L) R F- m Q U - Q U = W 0 OUP J LIJ u) U ® a =_� cl) C7 � Z F- Q cn Q o oar cu Q "O o � a H H�� 06 ZO O �Q� w Q O W V m O — W _ <X z0� a o Q � W �•, = 0 cl o � = V CL F- Z a w Wzw z cn «o z d- N a � � _ b I...f� Q ��O w �J co o Q C) N 0 CV W O C Q W -a 0 U) C cu < L) R Z = W o C o JW� Io U Lu v> U cn cl) w C/) oar cu Q "O H�� �^^_ VJ �Q� V cu c G Z Q � W I- cl o = V CL F- Z a w O «o z d- N a � � Lo b I...f� Q I t O V- . -co C G =m4 H Lu 4t z w Q Q z F- 000 z W Fn 3 O EL �12a-0 w I CAN 2'- 7 1 /8 STORAGE CUBBIE5 1 ' - 5 1/8" 10" 4" 370 MOBILE GROMMET PEDESTAL FOR COUNTERTOP LASER 362 � OPEN COUNTERTOP 20 "W X 18 "D SATIN 5.5. 0 ROD PULL Q LED LIGHTS BRUSHED 5TAI N LE55 ; =; ' "d p- as TEAK STEEL o ACRYLIC RESIN PANELS J = ZO CASH DRAWER N 331 _ - P BRUSHED 5TAINLE55 STEEL in X0 LL�� DIVIDED N of LED LIGHTS Q = =H Z A WIREMOLD m RACEWAY In v .i O ZOO TEAK LEG BRACE - - z w m WHERE -_ Lu zw� a0 REQUIRED 370 � FRONT DESK H SECTION TRANSACTION LEDGE C ii ) TEAK = C E ) PURSE LEDGE 47-1— 362 ACRYLIC RESIN PANELS (BACKLIT) 331 5 3/8" POWDER COAT WHITE METALLIC PAINT 0 APPLIED ON TH15 SURFACE LED LIGHTS N 5TAINLE55 STEEL BLACK MELAMINE BA5E �- C ip �— 1 112" DIAMETER METAL LEGS 3/4" = I' -O" ACRYLIC RESIN PUR5E LEDGE PANELS TRANSACTION LEDGE TEAK 362 331 336 370 CASH DRAWER 2' - 7 1 /8" 129 ,----I 12 TEAK — K w 370 DRAWER t\ N SATIN 5.5. ROD PULL DRAWER 0 N LEGAL FILE ACCESS PANEL N DRAWER (LATERAL) BLACK MELAMINE BASE 221 �t 3" 1 ' - 10 5/8' 4" 2 ' -55/8 FRONT DE5K G SECTION @ G'� END 3/4" = 1' -0" TEAK 370 90, - 0a c BRUSHED - - ; STAIN LESS STEEL 1 1/2" I - 101b _ c DIAMETER METAL LEG5 Ol111N Z; NL/U LULL TEAK 370 0 FRONT DESK EXTERIOR D ELEVATION 3/4" = P -0" 0 N in "v- BRU 5TA 5TEI c TRANSACTION LEDGE 336 COUNTERTOP 362 - - - - I I TEA C m I I I I I BRUSHEP ST NLES FRONT DESK I NTERIOR E LEVATION 3/4" = 1 ' -0" TRANSACTION LEDGE COUNTERTOP 362 /- SATIN 5.5. ROD PULL TEAK INE FRONT DESK INTERIOR ELEVATION 314" = 1'-U" PURSE LEDGE TEAK ACRYLIC RE51N PANELS TRANSACTION LEDGE 362 370 331 336 TEAK 370 MOBILE PEDESTAL FOR W LASER PRINTER. MIN. OPEN COUNTERTOP 20 "W X 18 "D 362 0 SHED NLE5S `L 221 Q LED LIGHTS BRUSHED 5TAI N LE55 ; =; ' "d p- as wz0 .. J STEEL o ACRYLIC RESIN PANELS J = ZO N 331 o - P BRUSHED 5TAINLE55 STEEL in X0 LL�� Zi N of LED LIGHTS Q = =H Z A Z Z BLACK MELAMINE BA5E SwF- C 221 v .i ZOO 1 112" DIAMETER METAL LEGS Q O z w m BRU 5TA 5TEI c TRANSACTION LEDGE 336 COUNTERTOP 362 - - - - I I TEA C m I I I I I BRUSHEP ST NLES FRONT DESK I NTERIOR E LEVATION 3/4" = 1 ' -0" TRANSACTION LEDGE COUNTERTOP 362 /- SATIN 5.5. ROD PULL TEAK INE FRONT DESK INTERIOR ELEVATION 314" = 1'-U" PURSE LEDGE TEAK ACRYLIC RE51N PANELS TRANSACTION LEDGE 362 370 331 336 TEAK 370 FRONT DESK EXTERIOR 505 c O F3 ELEVATION 3/4" = 1'-0" FRONT DESK INTERIOR A ELEVATION 3/4" = 1 ' -0" * CURRENT SET AS OF 2�9111111111111111111 2009 FRONT DE5K EXTERIOR C ELEVATION 3/4" = I ' -0" I FRONT DE5K PLAN 1/2" = I' -0" BRUSHED STAINLESS STEEL O O m N 1 1/2" DIAMETER METAL LEGS 1. REFER TO ARCHITECTURAL WOODWORKING SPECIFICATION FOR HARDWARE. 2. COORDINATE POWER AND FOR ALL EQUIPMENT. M 0 co , 00 Li z 0 v v co 0 o U W o 2 1 x w 2 = U w z w Q > r w z 0 l z o �.. - j I� CRITERIA NOTES 129 REFER TO ARCHITECTURAL WOODWORKING SPEC FOR HARDWARE. 131 COORDINATE POWER AND PLUMBING FOR ALL EQUIPMENT. "- V SPRIm Hun SUITES Aarnott U) 0 ww U W ° w CL U) LL 0 SHED NLE5S `L 221 Q oo ; =; ' "d p- as wz0 .. J o J = ZO N Q Z W P �Q� X0 LL�� Zi co of Q = =H Z =v- Z Z < cnQO SwF- FRONT DESK EXTERIOR 505 c O F3 ELEVATION 3/4" = 1'-0" FRONT DESK INTERIOR A ELEVATION 3/4" = 1 ' -0" * CURRENT SET AS OF 2�9111111111111111111 2009 FRONT DE5K EXTERIOR C ELEVATION 3/4" = I ' -0" I FRONT DE5K PLAN 1/2" = I' -0" BRUSHED STAINLESS STEEL O O m N 1 1/2" DIAMETER METAL LEGS 1. REFER TO ARCHITECTURAL WOODWORKING SPECIFICATION FOR HARDWARE. 2. COORDINATE POWER AND FOR ALL EQUIPMENT. M 0 co , 00 Li z 0 v v co 0 o U W o 2 1 x w 2 = U w z w Q > r w z 0 l z o �.. - j I� CRITERIA NOTES 129 REFER TO ARCHITECTURAL WOODWORKING SPEC FOR HARDWARE. 131 COORDINATE POWER AND PLUMBING FOR ALL EQUIPMENT. "- V SPRIm Hun SUITES Aarnott U) 0 ww U W ° w CL U) LL O Om� Q Cl) m W wz0 .. J J = ZO N O Z W P �Q� X0 LL�� W co of Q = =H Z � Z Z < cnQO SwF- O ZOO Q O z w m °ww Lu zw� a0 �Z0 � WZ�W Q� U) �w-o U) co 0 CD N M W to LL LL ® cu 0 (n Q Z 0 ♦ ) U) J (D = w z U) L) WQ !v J 0 O Q L� — V >- � W ~ W U a, C-) M (� Z d - i �� � v! CID <,' �- Z �^^ VJ of_cn Z Lu ui N U 0 0 U) z Z �- CL c: o LLli W v -10 LL Cn ~ (n ' cA ' W (D O co Z c:) Q Lsn 1 N c) c- W � W W O co W w 4k Z � Q Z ~ O z o O fJ W�0O LL �a0 ti �...f . REFER TO FLOOR PLANS FOR WALL TYPE AND CONSTRUCTION FIBER CEMENT BACKING ABOVE LIP —� SHOWER PAN CULTURED MARBLE SURROUND SEALANT SHOWER BASE 5H R -04 5 7/8" n LIGHT POCKET DETAIL 1 1/2" = P-0" REFER TO FLOOR PLAN5 FOR WALL TYPE AND CONSTRUCTION FIBER CEMENT BACKING ABOVE LIP SHOWER PAN CULTURED MARBLE SURROUND SEALANT TUB SHELF BATHTUB TUB -05 BLOCKING / TUB SHELF DETAIL 1 1 12" = P-0" r ACCESSIBLE TOILET ROOM VANITY ELEVATION X-405 SHOWER 13A5E DETAIL 1 1 12" SHOWER BA5E ENTRANCE 6 EDGE DETAIL 3" = 1 ' -0" ( 122 :) f LOOP TILE I KAN51 I IUN Al SHUWI 123 5HON EDGE DETAIL y:)E _ALANT 212 C12 SLOPE TOWARD 5HOWER ACCESSIBLE TUB /SHOWER ROOM VANITY ELEVATION *CURRENT SET AS OF 2 -9 -2009* 81 0 N 4 TOILET ROOM DETAIL cn N N � Cn N co 0 10 EQ EQ 310 2' -55W. -5Xff 348 I I i I ` X -502 M 360 348 C E i I I I I \ � ! X02 360 CV 346 O N vi r C o N N OPEN \\�__ U(YQ 346 I 1' -6 "MIN, CLR 1' -6 °MIN. CLR i J � Q O LU >- LU W I.- LU U "cu Z J 0CLJ ACCESSIBLE TUB /SHOWER ROOM VANITY ELEVATION *CURRENT SET AS OF 2 -9 -2009* 81 0 N 4 TOILET ROOM DETAIL cn N N � Cn N 1 TYP. VANITY ELEVATION el e\ o� in CD CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 4 �... 1 U w i U a co 0 M 0 w z 0 T d v v 0 > a a. N w H 0 Li D z w > Q r w z D x 0 z 0 n M SPRINGHILL SUITES �a w U) J J 2 C� Z t O U � J V J 0 H X W cn �Q c� I Z 0 O O DC � m W Uj U 0 w U) (L W LL Ow uj ~0°w �Z0 a ci) w Z p r Q U- � OU w W = f- Q w (L ZOO Quo Owl cnn.= Z (Lo � Wzw uj Hw0 co 0 10 EQ EQ CV 348 I I i I ` X -502 M 360 CV 346 O 1 TYP. VANITY ELEVATION el e\ o� in CD CRITERIA NOTES 81 G.C.TO PROVIDE BLOCKING IN WALL FOR LIGHTED CIRCULAR MIRROR 82 G.C. TO PROVIDE ACCESS HOLE IN PLATE MIRROR FOR ELECTRICAL CONNECTION OF BACK -LIT MIRROR (COORD. W/ MIRROR MFR.) 4 �... 1 U w i U a co 0 M 0 w z 0 T d v v 0 > a a. N w H 0 Li D z w > Q r w z D x 0 z 0 n M SPRINGHILL SUITES �a w U) J J 2 C� Z t O U � J V J 0 H X W cn �Q c� I Z 0 O O DC � m W Uj U 0 w U) (L W LL Ow uj ~0°w �Z0 a ci) w Z p r Q U- � OU w W = f- Q w (L ZOO Quo Owl cnn.= Z (Lo � Wzw uj Hw0 X20 ROLL -IN SHOWER ENTRANCE co 0 CV M CV W O Q vi C zp:0_ =w� U(YQ J � Q O LU >- LU W I.- LU U "cu Z J 0CLJ N Z C'a: QU) W �cc Z�� p G p O 4 �W� U � Z Z a o �UoW C� mJ0 m: O V1 Za O o es N Lo CD _ti CV O �- w I�L W m W LL' W4tz Q D a QZH 0OU� Z W wFnoO X20 ROLL -IN SHOWER ENTRANCE PRE - ENGINEERED RIGID STFUt. EX 00 MWM CAD TD STR I TURF ASovE. $PLAY WIRES - 12 GA. 0 12' OTZ, H PLANE OF EACH RUNNER (T IED 501TH ENDS* ICJ! MIN. 3 TU" IN I" OF RW - TYPICAL 42 GA. VERTICAL WANNER WIRE * 4' - O" O,C. (PROVIDE VERTICAL MANGER ORE ALONG amm R1GiD STRAIT). SEISMIC BRACING DETAIL No eCALE I AREAS SMALLER THAN 144 SQ FT. WITH WALLS 014 4 SIDES EXTENDINCs TO STRUCTURE NEED NOT 5E BRACED. (50LINDRY MALLS MUST IBE ]BRACED TO QUALIFY) a NOTE: SUSPENDED CEILINGS SHALL MEET REQUIREMENTS OF SECTION 1621.2.5.2.2 OF THE INTERNATIONAL BUILDING CODE HEAVY -DUTY T -BAR GRID SYSTEM SHALL BE USED. WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN 2 INCHES. IN EACH HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 -INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. FOR CEILING AREAS EXCEEDING 1,000 SQ. FT., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE SHALL BE PROVIDED AND DESIGNED TO MINIMZE DIAPHRAGM LOADS. FOR CEILING AREA EXCEEDING 2,500 SQ. FT., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION SHALL BE PROVIDED. CEILING GRID DETAILS SUSP. GRID DETAIL NO SCALE AREA ABOVE LOUNGE CEILING REMAIN OPEN FOR ACCESS T UTILITIES ABOVE CEILING SLOTTED WOOD CEILING 5Y5 EDGE BANDING w/ CONCEALS SUSPENSION 5 1L 8 u: L , , Lc LL: LL: Q Q Q o CURRENT SET AS OF i I VERTICAL WIRES 12 Ok WALL LINE U- I DESK Q 0 0 o a ; DE5K CLOUD DETAIL 1 1/2" = 1'-0" PROVIDE BULKHEAD FRAMI CEILING SUSPENSION 5Y57 REQUIRED FOR GEOMETRY TO CEILING PLAN 5U5P GYP. BD. CEILING AREA ABOVE COMMUNAL CIRCLE CEILING TO REMAIN OPEN FOR ACCESS TO UTILITIES ABOVE CEILING 110 Q C7 �2 CEILING DETAIL 1 1 12" = 1 ' -O" 111111111111112011111111111111 2008 o (2) ' CLIF 2x Q 0 0 o I BUFFET SOFFIT 1 112" = 1 ' -O" T FOR MOTORIZED 55 A5 REQUIRED. IN PLAN TO PROVIDE - L05ED. DE51GN ON ED ON MIDDLE UNIT. U) 0 J N BOTTOM OF FLOOR STRUCTURE E2 o O N r � = r 0 EDGE MUST CUT LIGHT OFF TO FORM CRISP LINE ON CL'G CURVED CHANNEL TRIM w/ DRYWALL EDGE PERIMETER LIGHT 5U5P GYP. BD. CEILING p z8z ^ J 0 0 5U5P GYP. BD. CEILING CLOUD NOTE: SUSPENDED CEILINGS SHALL MEET REQUIREMENTS OF SECTION 1621.2.5.2.2 OF THE INTERNATIONAL BUILDING CODE HEAVY -DUTY T -BAR GRID SYSTEM SHALL BE USED. WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL NOT BE LESS THAN 2 INCHES. IN EACH HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 -INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. FOR CEILING AREAS EXCEEDING 1,000 SQ. FT., HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURE SHALL BE PROVIDED AND DESIGNED TO MINIMZE DIAPHRAGM LOADS. FOR CEILING AREA EXCEEDING 2,500 SQ. FT., A SEISMIC SEPERATION JOINT OR FULL HEIGHT PARTITION SHALL BE PROVIDED. CEILING GRID DETAILS SUSP. GRID DETAIL NO SCALE AREA ABOVE LOUNGE CEILING REMAIN OPEN FOR ACCESS T UTILITIES ABOVE CEILING SLOTTED WOOD CEILING 5Y5 EDGE BANDING w/ CONCEALS SUSPENSION 5 1L 8 u: L , , Lc LL: LL: Q Q Q o CURRENT SET AS OF i I VERTICAL WIRES 12 Ok WALL LINE U- I DESK Q 0 0 o a ; DE5K CLOUD DETAIL 1 1/2" = 1'-0" PROVIDE BULKHEAD FRAMI CEILING SUSPENSION 5Y57 REQUIRED FOR GEOMETRY TO CEILING PLAN 5U5P GYP. BD. CEILING AREA ABOVE COMMUNAL CIRCLE CEILING TO REMAIN OPEN FOR ACCESS TO UTILITIES ABOVE CEILING 110 Q C7 �2 CEILING DETAIL 1 1 12" = 1 ' -O" 111111111111112011111111111111 2008 o (2) ' CLIF 2x Q 0 0 o I BUFFET SOFFIT 1 112" = 1 ' -O" T FOR MOTORIZED 55 A5 REQUIRED. IN PLAN TO PROVIDE - L05ED. DE51GN ON ED ON MIDDLE UNIT. U) 0 J N w o O N r � = r 0 I m w p z8z ^ J 0 0 . cn QUO uj X O O 4-- W H to w LL O =) 0 co LL c� z _j _j —a_j o �z�� a ` - Z (D 0 �I_ (f)_ U) 0) Wed !✓ of F� C/ _ Z uJ ® G n U co f-- z E- u , w U LLJ O cf) O .� =V� Z M co ICT O J �V/ /� r ti N UJ *k Z w U) tiww c m c G uj w :kZ W 0Ow Z w>00 U ti Dita..0 I U W I� U CO M 1 M w z CD 0 CD 1- 0 0 0 N w w z w r w z _ w z CD N M � CRITERIA NOTES 56 THREE SECTION - MOTORIZED ROLLER SHADE MOUNTED ABOVE CEILING. CENTER PANEL 16'- 0" WIDE - END PANELS LOCATED BEHIND AND OVERLAPPING FRONT PANEL. 57 THREE SECTION - REMOVABLE CEILING ACCESS PANEL WITH CONTINUOUS METAL TRIMMED CEILING SLOT FOR ROLLER SHADE ACCESS. E1 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED COMMUNAL CIRCLE AND ION NAILS LOUNGE CIRCLE CEILING. LIGHTS ARE NO - AGGERED) BE AIMED TOWARDS BULKHEAD. E2 D121 COVE LIGHTING AROUND AND ABOVE SUSPENDED DESK CLOUD CEILING. LIGHTS ARE NO BE AIMED TOWARDS UP AND OUT OVER CLOUD EDGE. CEILING DETAIL IN MEETING ROOM I " = P_0'. — „ , M. m-rl 1 In I %/I of OCKING SPRINGHILL SUITES )1karnott U) o ww U 0 w o w� LLa = ouj I m w p z8z ^ J �ZO a Z U Z a X O LL w OWW W cl) w=F- 0 F- wD Z Z c� F- w_� a u- (D 0 o o a °o 3: _ m (n (L � Z Z O G �wZ �20 W W z cj) cn_ �Luo WALL SECTION 3/8" = 1' -O" M M I M 0 w z 0 Cl x a v 00 D 0 (— ED w OL- U w ° 0 N Li Li r 2 x ok I. WALL SECTION z Li a ' } w �z 0 z M SPRINGHILL SUITES )harnott 3/8" = I' -O" i REFEREN NOTES 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 5. 6 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 6.39 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL 6.35 PARTITION TYPES. OF P Lf I 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. TOP OF PLATE EL. 141'- 6 -3/8" - - 0 0 wW a N U U W 4 ON BLOCKING - � W� o Q U) 11 LL C00� = Z a J R TH LE t-- m .. ov Wo0 J f 50 PREFINISHED ALUMINUM STOREFRONT AS U �ZO SCHEDULED J W W r¢z Z�r 53 HOTEL SIGNAGE PER SIGNAGE PACKAGE, O . D U = U) = Q QQ POWER CUTOFF FOR EASY ACCESS Zc= W 0 0ww W�CL TO MINIMIZE VISUAL IMPACT. PROVIDE W H- _ z MAGNETIC HOLD OPEN - TIED TO FIRE Q =_F- � ALARM Z Z H < 0 v) U) z Q 122 PER FINISH DETAIL ACOUSTICAL CEILNG TILE cu �W� ° a u- 0 Z 0it BLOCKING - �� M C-141 a o w�: L Lo 133 PROVIDE VENTING AT EAVE AND PARAPET AS REQUIRED. CALCULATE PER CODE m X maw ® � Q Z &F_ a0 T 555 LLI 5 W 0OU� o R D LE VE -° FOR RECESSED LIGHTING U)W (Lo WZW U) ��o 143 PROVIDE METAL COPING CAP AT PARAPETS 3/8" = I' -O" i REFEREN NOTES 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 5. 6 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 6.39 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL 6.35 PARTITION TYPES. OF P Lf I 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. TOP OF PLATE EL. 141'- 6 -3/8" - - 0 a N O N r 4 ON BLOCKING - U- 0 Q T 555 SEE STRUCT. C00� Z CD CRITERIA NOTES J R TH LE 34 ELEVATOR OVERRUN DOGHOUSE J f 50 PREFINISHED ALUMINUM STOREFRONT AS -� O Q V SCHEDULED J W W 53 HOTEL SIGNAGE PER SIGNAGE PACKAGE, U = U) PROVIDE REQUIRED BACKING, LOCATE Zap POWER CUTOFF FOR EASY ACCESS Zc= 120 IF CODE REQUIRES SMOKE DOOR, POCKET U o W�CL TO MINIMIZE VISUAL IMPACT. PROVIDE CL X Es� ° z MAGNETIC HOLD OPEN - TIED TO FIRE 7 � ALARM FOURTH LEVEL FLOOR LINE EL. 132'- 9 -7/8 OIL - - U) z Q 122 PER FINISH DETAIL ACOUSTICAL CEILNG TILE cu ujow u) O —j =Zof U � w BLOCKING - M C-141 L Lo 133 PROVIDE VENTING AT EAVE AND PARAPET AS REQUIRED. CALCULATE PER CODE 4 4 ON SEE STRUCT. Q REQUIREMENTS AND LOCAL JURISDICTION T 555 LLI 5 W 0OU� 136 OFFSET UTILITIES IN CORRIDOR TO ALLOW R D LE VE FOR RECESSED LIGHTING U)W (Lo 140 PROVIDE INSULATION AS REQUIRED PER LOCAL CONDITIONS 143 PROVIDE METAL COPING CAP AT PARAPETS 144 COLUMN WRAP BLOCKING - 145 SOFFIT - VENT AS REQUIRED SEE STRUCT 147 FOR WALL MAKE -UP REFER PARTITION 3.9 ASSEMBLIES THIRD LEVEL FL00 LINE EL. 122 11-3/4 OIL - 150 EXTERIOR INSULATION FINISH SYSTEM 7.15 -- -- 4 ON .T 555 7.4 �OND LEA 6.14 CKIr QUIF f9 OIL BLOCKING - SEE STRUCT. 2x10 SEE STRUCT. FOR SPACEING ST LEVE MEETING BOOM # II 1 HR. � ATED SEE WA )-17)17)n F( * CURRENT SET AS OF 11 �201111111111111 2008 SEE WALL SETION - 1 -550 FOR DETAILS v 1. o I L I � WALL SECTION ENGINEERED 3/8" 11 -01, C MPACTED FILL 550 0 a N O N r U- 0 Q C00� Z U L J f -� O Q V J W W � V H U = U) Zap Zc= Q "z U o W�CL CL X Es� ° z U � Z ui � UpQ C3 0 U) z Q t — r cu ujow u) O —j =Zof U � w M C-141 L Lo N 4 ���_ Q h- WwQ H LLI 5 W 0OU� Z Wimp U)W (Lo 550 Top 0 PI �IGP OF PLA I REFERENCE NOTES 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL PARTITION TYPES. 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. M 0 M I E; w z 0 w v 0 00 0 o U W o 0 N It w 3 � WALL SECTION z W Q r t- W > I O z N i I i E DETAIL 4 �N SHE 5P5 LE T i i I i S E DETAIL 4 ON i SHEET 5 THIRD LEV Ct C I T - ' I S�EL DETAIL 4 S ON SHE T 59555 �- SECON LE i I * CURRENT SEll 3 /(5" = 1'-0" COMPACTED FILL 11- DETAIL 4 ON SHEET 555 FOURTH LEb DETAIL 4 ON SH ET 555 �T IRD LEVEL I i DETA L 4 ON SH ET 555 �SECOND LEb ;T LEVEI RING 1 ) RING 1 ) RING AL 1 ) 13 .1 6 � y A L SECTION i TOP C SAT SEE DETAIL 4 A SHEET 55 J� - FOURTH LEVE SEE DETAIL 4 ON 5 - THIRD LEVEL I E> CRITERIA NOTES 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 41 ROOF DRAIN 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED 54 METAL TRIM AREA 136 OFFSET UTILITIES IN CORRIDOR TO ALLOW FOR RECESSED LIGHTING 137 PROVIDE DROP CEILING AT FIRST FLOOR 138 PTAC SLEEVE ATTACHED TO BACK OF INTEGRAL LOUVER IN WINDOW FRAME 140 PROVIDE INSULATION AS REQUIRED PER LOCAL CONDITIONS 141 DOOR POCKET, FINISH AS SCHEDULED 143 PROVIDE METAL COPING CAP AT PARAPETS 145 SOFFIT - VENT AS REQUIRED 147 FOR WALL MAKE -UP REFER PARTITION ASSEMBLIES 150 EXTERIOR INSULATION FINISH SYSTEM or SPRINGHILL SUITES )karnott C!1 Z O U w J Q 0 0 N O N LL O Q (D 0 Z O �U� J ir 2 Q U � W W U H U ai Z ar zC'?= < " (D cn F_ U) Z O w�a - F=+ af p cn U Z u.i Lu � UpQ U) W Up� J =U U) LO c a � �W cr_ O �wWQ m w F-M � �*�z z o00& W 7 LLI 0 LL D)Xa0 B. 51 �5 0 ww U) U U W ui w� O = o�� Q � m W o ,-. Woo J DZO Z � W I..L �Z o �Q QQ� W O W O U W =H Q = Z ►-�_ cn F _ wF_ p � o 0 zo O <>-O I.L O W E � a, W � � zX� 0-0 WZ =o -° WZW cl) :; i! (/) ujm::) X uj cf C!1 Z O U w J Q 0 0 N O N LL O Q (D 0 Z O �U� J ir 2 Q U � W W U H U ai Z ar zC'?= < " (D cn F_ U) Z O w�a - F=+ af p cn U Z u.i Lu � UpQ U) W Up� J =U U) LO c a � �W cr_ O �wWQ m w F-M � �*�z z o00& W 7 LLI 0 LL D)Xa0 B. 51 �5 F G I PARAPET SECTION 3/8" = 1' -O" *CURRENT SET 'ET FRAMIN 147' -9" �-TGP OF PLA SEE DETAIL 4 ON SHEET 555 r6k FOURTH LEVf SEE DETAIL 4 ON SHEET 555 NGINEERED I I PARAPET SECTION 3/8" = 1 ' -O" TOP OF PARAPET rRAMING 158' -2 3/4" $ -TOP OF PLATE EL. 141- 6 -3/8" PARAPET SECTION 3/8" = 1'-0" G AS ED REFERENCE NOT 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTE CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEET 004 AND 005. ARCHITECT SHALL UPDATE OR CORREI SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL PARTITION TYPES. 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. 1 - > CRITERIA NOTES 1 CONNECTING DOORS ARE REQUIRED PER MARRIOTT DESIGN AND CONSTRUCTION STANDARDS 41 ROOF DRAIN 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED 54 METAL TRIM AREA 136 OFFSET UTILITIES IN CORRIDOR TO ALLOW FOR RECESSED LIGHTING 137 PROVIDE DROP CEILING AT FIRST FLOOR 138 PTAC SLEEVE ATTACHED TO BACK OF INTEGRAL LOUVER IN WINDOW FRAME 140 PROVIDE INSULATION AS REQUIRED PER LOCAL CONDITIONS 141 DOOR POCKET, FINISH AS SCHEDULED 143 PROVIDE METAL COPING CAP AT PARAPETS 145 SOFFIT -VENT AS REQUIRED 147 FOR WALL MAKE -UP REFER PARTITION ASSEMBLIES 150 EXTERIOR INSULATION FINISH SYSTEM "_ city of Roxbu'e` 7ir_ m Of U L W i U Q ID 00 W Z O a. 0 ID ,, I- co D 0 0 N it Li W z W a w z C3 0 z 0 N m SPRINGHILL SUITES )harnott , � 552 TOD (1D DADADF F_DANAI1\I(_` 1 -7' 7 - 7 /S2" ww U U W Lu w CL o (/) CL LL FmW o� Zoz . J J Dz0 }U U) Q 2 o Z 1- cn Z - U ���' t- ofWW J W° �¢ V H _ __� � Z ~ u cnQO o � a 0 0 ° "Q ® j zoo z = a o U' M 0L� (j)Q.W W LLJ Z wF- ao =0 0 Of z CL �. N WZW Lo Lo Iwo w r - w w � 552 TOD (1D DADADF F_DANAI1\I(_` 1 -7' 7 - 7 /S2" 0 0 0 N V_ M N LL Q ool:: <O o �0 Q U � cn >_ w � 0 V H oar c: Z M= 0 oQ "Q ® j Zg� LIJ0 U' �o W CUF-W� 0 Of z CL W N U) C; Lo Lo °ate w r - w w 10 O m m M til , ' z ui* Q Q Z 0OU� LLI w�0O li U)Irao � 552 TOD (1D DADADF F_DANAI1\I(_` 1 -7' 7 - 7 /S2" 14 K' VESTIBULE ROOF FASCIA I 1 12" = P-0" SE COND FLOOR _11 60.1 REFERENCE NOTES 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL PARTITION TYPES. 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. C> CRITERIA NOTES 41 ROOF DRAIN 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED 134 SEE SHEET A ?.? FOR EXTERIOR FINISHES r ROOF TERMINATION AT K3_'� E. 1. F.5. I I /2" = P-0 TRUSS BEAF H IGH PARAPET SECTION 3/4" = 1 ' -O" � • 1 11. a 4 ° 4 SECTION AT VESTIBULE 3/4" = 1 - -O" F!1 a - a IT u a� _ FIRST FLO 135 STRUCTURE PER ASSEMBLIES ON SHEETS A004 AND A005, UPDATE PER STRUCTURAL ENGINEER 140 PROVIDE INSULATION AS REQUIRED PER LOCAL CONDITIONS 143 PROVIDE METAL COPING CAP AT PARAPETS 145 SOFFIT -VENT AS REQUIRED 146 METAL FLASHING AP0RID City of R>c %Ib'Us g _10� U W U Q co CD M �D n M o ro Li z m x a v v co CD ❑ 0 cu w W z W Q W z x ❑ z N M SPRINGHILL SUITES Aarnott , J • U W cn J a i �,� s co O O N O N U- 0 U) Q C zQ V O to C � -+--� W H Cn J Uj � DdJ cu z C'i U7 Q " Z O W AIL IL �pU) U Z ti.i N UpQ C) U) W Co U p uj _ J U o F-z� U , U") �oQ�: U") cc a � 4 � C? tiWLU LlI F--- *t z z 0OU� Wto!�0 Lu u- Lnwao wW U W uj W � O LLa = Ow Q H co 0 w J J z D Z0W z - = F U Cn Q W u x �- Q' W N Q ~ _ =F- ® C3 � Z 2 F- <0 cnQO �w p (L O 0 ZOo w Q O rYX� Z ■� m Q � Owe (9 0 a �z0 WZW 0 ��o J • U W cn J a i �,� s co O O N O N U- 0 U) Q C zQ V O to C � -+--� W H Cn J Uj � DdJ cu z C'i U7 Q " Z O W AIL IL �pU) U Z ti.i N UpQ C) U) W Co U p uj _ J U o F-z� U , U") �oQ�: U") cc a � 4 � C? tiWLU LlI F--- *t z z 0OU� Wto!�0 Lu u- Lnwao TRU BE ARING n FOURTH REFERENCE NOTES 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 004 AND 005. ARCHITECT SHALL UPDATE OR CORRECT SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL PARTITION TYPES. 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. �> CRITERIA NOTES 48 PTAC LOUVERS FRAMED INTEGRAL WITH WINDOWS 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED PARAPET CORNICE DETAIL 1 112" = 1'-0" FOURTH FLOOR ROOF P ROJECTION 1 112" = 1 ' -0" FLOt WINDOW HEAD AND 51 LL 1 112"= I.-o" � SECON FL • 1 11. I I 5ECON D FLOOR CANTILEVER 1 112" = 1 ' -0" 54 METAL TRIM AREA 134 SEE SHEET A ?.? FOR EXTERIOR FINISHES 135 STRUCTURE PER ASSEMBLIES ON SHEETS A004 AND A005, UPDATE PER STRUCTURAL ENGINEER 138 PTAC SLEEVE ATTACHED TO BACK OF INTEGRAL LOUVER IN WINDOW FRAME 139 PROVIDE DRAFTSTOPPING AS REQUIRED PER CODE AND LOCAL JURISDICTION 140 PROVIDE INSULATION AS REQUIRED PER LOCAL CONDITIONS 143 PROVIDE METAL COPING CAP AT PARAPETS 145 SOFFIT -VENT AS REQUIRED APPROVED O 0 V �R J V � 0 Q co U Lu cn Q Z_ a m CD M �D I r` co Li z 0 x rL 0 00 0 0 a CD N w w z w r F w z x w 0 z 0 N U'7 M SPRINGHILL SUITES )harry w C/1 J Q W D W CL O J W Z W 00 O O o m m LLJ 2w 7 U W 1 U � y � + LL 0 LL W U � WW 0) a. Ow H H m W jz0 U Q z Z r Lu 0 U Q� LL F� OUW W =� Q W < a.�� Z Oof QUO O C9 0 = Z �Wz 0 ui uizW �ixo co 0 0 N O N r LL Q 0 0 =w� ctf U fY < J W Q O M +� w�'� N 0 v� D � CL oo 0 Z N Q ` - z Z2Of C w��� W o � �oQ �oZ F- w to � -10 uj to = z lY F-za i 4 00 z� u") 04 4 �L�_ O r UJ W F- LLJ cn W Z 000 LLI W 3 0 LL �LuaW.o *CURRENT S 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. FIBERFIL INSULATION - EQUAL TO OPTIMA 4 MIL VISQUEEN MOISTURE BARRIER - 5/8" TYPE X GYP BOARD 2x6 STUDS - SEE STRUCT. FOR SPACING 2x6 TREATED PLATE - SEE STRUCT. FOR BOLTS & SPACING —� 4" CONCRETE SLAB W/ F18ERMESH - SEE STRUCT. i__� 6 MIL VISWEEN MOISTURE BARW % W/ JOINTS LAPPED NOT S THAN 6" 4" GRAVEL FILL 2" RIGID INSULATION— V_.ad a ENGINEERED COMPACTED FILL " co .BRICK W/ HECKMANN NO.260 22 GA. TIES (CORROSION RESISTANT) NAILED TO STUDS at 16" a /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZ. JOINTS at 16" 0/C AIR SPACE -AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) -LAP MOISTURE MEMBRANE 6" MINIMUM OVER FLEXIBLE FLASHING -FLEXIBLE FLASHING WITH 12" VERT LEG -- LAP SECURE AND SEAL PER MFR'S RLQUIRMENTS "MORTAR NET" OR EQUAL - -- FINISH GRADE - SLOPE 1/2 INCH PER FOOT MIN. o WEEP -HOLES 0 24" 0/C M PREFINISHED METAL FLASHING (HEMMED) CONCRETE FOUNDA11ON WALL - SEE STRUCTURAL DRAWINGS CONCRETE FOOTING - SEE STRUCT. FOOTING AND FND. PLAN DETAIL SCALE: 112" = 1' -0" 5/8" TYPE X GYP BOARD 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. SIMPSON HANGER - SEE STRUCTURAL DWGS. 200 - SEE STRUCT. FOR SPACING �1) LAYER 1/2" TYPE XX"GYPBDO 1/2" RESILIENT CHANNEL ( HOUR RATED) RIM BOARD - SEE STRUCT. ACOUSTIC TILE ON SUSPENDED SYSTEM - REVEAL EDGE BLOCKING AT +8' -0" 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 5/8" TYPE X GYP BOARD BEARING WALL 2x6 STUDS - SEE STRUCT. FOR SPACING 4 BLOCKING - TYP. 1" LEVEL ROCK UNIT3/4" T & G SHEATHING NAIL AND GLUE 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING 3.1/2" GLASS FIBER INSULATION UNIT (1) LAYER 1/2" TYPE 'X" GYP BD OVER (1) LAYER 5/8" TYPE "X" BYP BD AN EL HOUR " RA TE )ENT VER Y VERIFY EXACT ATTACHMENT LOCATION O STRUCT. W, SECTIONS) EXTEND GYP. BD. TO BOTTOM OF DECK (TYPICAL) 2x6 STUDS - SEE STRUCT. FOR SPACING BEARING WALL 4 DETAI L 5CALE: 1/2" = I' -0" FIBERFIL INSULATION - EQUAL TO OPTIMA 4 MIL VISQUEEN MOISTURE BARRIER 5/8" TYPE X GYP BOARD 2x6 STUDS - SEE STRUCT. FOR SPACING 1" LEVEL ROCK 3/4" T & G SHEATHING NAIL AND GLUE - 11.7/8' DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING BLOCKING - SEE STRUCT. 3.1/2 GLASS FIBER INSULATION — ' OVER (1) LAYER 5/8' "X YP X BD TYPE BYP BD OVER 1/2" RESILIENT CHANNEL (1 HOUR RATED VERIFY EXACT TTACHMEN LOCATION 0 STRUCT. W, SECTIONS) DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. BLOCKING AT +8' -0" 5/8" TYPE X GYP BO EXTEND GYP. BD. TO BO OF DECK (TYPICAL) BLOCKING AT +8' -0" 5/8' TYPE X GYP BO ELEVATOR STAIR/ CHUTE SIDE 1.1/4' LEDGER BOL TO WALL WOOD BEAM - SEE STRUCT: 2x6 STUDS - SEE STRUCT, FOR SPACING DE_ LINE OF EXTERIOR INSULATION AND FINISH SYSTEM (WHERE OCCURS) BRICK W/ HECKMANN NO.260 22 GA. TIES (CORROSION RESISTANT) NAILED TO STUDS at 16" a /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORIZ. JOINTS at 16" 0/C RIM BOARD - SEE STRUCT. FIBERFIL INSULATION - EQUAL TO OPTIMA AIR SPACE -AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) •7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 5CALE: 1 12" = 1'-0" DE_ 'ARING WALL i STUDS - SEE STRUCT. FOR SPACING ILOCKING - SEE STRUCT. I" LEVEL ROCK 3/4" T & G SHEATHING NAIL AND GLUE 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING /2" GLASS FIBER INSULATION LAYER 1/2" TYPE "X" GYP BD ER (1) LAYER 5/8' TYPE "X" BD OVER 1/2 RESILIENT ANNEL (1 HOUR RATED) AIRING WALL ,-„J STUDS - SEE STRUCT. FOR SPACING 5CALE: 1 12" = 1'-0" DE_ UNIT SIDE 5/8 TYPE X GYP BOARD (2 LAYERS EACH SIDE) - 1" LEVEL ROCK C-3/4" T & G SHEATHING NAIL AND GLUE 11.7/8' DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING (OR 2x10 FRAMING - SEE SECTIONS) ( JOIST HANGE // RS OVER (1) LAYER 5/8' TYPE GYP X BD BYP BD (VERIFY CHANNEL ((1 HOUR "RATED ENT T TTRUCTC W, SECTIONS) LOCATION EXTEND GYP. BD. TO BOTTOM OF DECK 5CALE: 1 12" = 1'-0" JOISTS PERPENDICULAR TO 2 HOUR WALL • 1 11: FIBERFIL INSULATION - EQUAL TO OPTIMA 4 MIL VISQUEEN MOISTURE BARRIER 5/8" TYPE X GYP BOARD 2x6 STUDS - SEE STRUCT. FOR SPACING 1" LEVEL ROCK 3/4" T & G SHEATHING NAIL AND GLUE - 11.7/8" DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING RIM BOARD - SEE STRUCT. 3.1/2" GLASS FIBER INSULATION------ / OV (1 LAYER 1/2" TYPE "X" GYP BD J ER (1) LAYER 5/8" TYPE "X" BYP BD OVER 1 2" RESILIENT CHANNEL (1 HOUR RATED VERIFY EXACT TTACHMEN LOCATION 0 STRUCT. W, SECTIONS) DOUBLE -2x TOP PLATE 48" LAP SPLICE MIN. BLOCKING AT +8' -0" SIMPSON HANGER - SEE STRUCTURAL DWGS. Q) LAYER 1/2" TYPE —� XX"GYPBD0 1/2" RESILIENT CHANNEL (11 HOUR RATED) 5/8' COX PLYWOOD OR O.S.B. - SHEATHING - SEE STRUCT. 5/8" TYPE C BOARD 2x10 -SEE ' FOR SPACING ACOUSTIC TILE ON SUSPENDED —' SYSTEM - REVEAL EDGE BLOCKING AT +8' -0' CORRI 7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. 5/8" TYPE X GYP BOARD FOR ALL STRUCTURAL CONNECTIONS, BRACING, & STRAPPING SEE STRUCT. DWGS. LINE OF FINISH BRICK W/ HECKMANN NO.260 22 GA. TIES (CORROSION RESISTANT) NAILED TO STUDS at 16" a /c. BOTH WAYS. CRIMP FREE END OF TIE AROUND CONTINUOUS 9 GA. WIRE IN HORI2 JOINTS at 16" 0/C FIBERFIL INSULA11ON - EQUAL TO OPTIMA AIR SPACE -AIR BARRIER - EQUAL TO TYVEK STUCCOWRAP (TAPE AND SEAL SEAMS) •7/16" CDX PLYWOOD OR O.S.B. SHEATHING - SEE STRUCT. DETAIL SCALE: 1 12" = 1'-0" 3.1/2" GLASS FIBER INSULATION EXTEND GYP. BD. TO BOTTOM OF DECK (TYPICAL) FACTORY ENGINEER D WOOD TRUSSES 0 OC VENTED ATTIC SPACE- 1/300 OF ATTIC AREA 50% IN SOFFITS- 50% IN UPPER 1/3 OF ATTIC AREA BATT INSULATION - R38 (FSK BATTS ABOVE DROP CEILINGS) UNIT 4 MIL VISQUEEN MOISTURE BARRIER (2) LAYERS 5/8" TYPE X GYP BOARD \ ` 2x6 STUDS - SEE STRUCT. FOR SPACING I D ETA I L BEARING WALL 5CALE: 112" = 1' ELEVATOR /STAIR/ CHUTE SIDE 1.1/4' LEDGER 80L TO WALL WOOD BEAM - SEE STRUCT: 2x6 STUDS - SEE STRUCT. FOR SPACING UNIT SIDE — 5/8' TYPE X GYP BOARD (2 LAYERS EACH SIDE) -1" LEVEL ROCK r-31 'r T & G SHEATHING NAIL AND GLUE 11.7/8' DEEP I JOISTS - SEE STRUCT. FOR SERIES & SPACING (OR 2x10 FRAMING - SEE SECTIONS) JOIST HANGERS (1) AYER 1/2 TYPE "X" GYP BD COVER (1) LAYER 5/8" TYPE "X' BYP BD OVER 1/2" RESILIENT C HANNEL 1 HOUR RATED) Y VERIFY EXACT ATTACHMENT LOCATION O STRUCT. W, SECTIONS) EXTEND GYP. BD. TO BOTTOM OF DECK I DETAIL 5CALE: 1/2" = I -0" JOISTS PARALLEL TO 2 HOUR WALL KEEEENCE NOTES 1. SEE INTERIOR FINISH INDEX (IFI) IN DESIGN GUIDE PROJECT MANUEL FOR FINISH SPECIFICATION. 2. SEE BLDG PLANS FOR PARTITION TYPES AT PUBLIC SPACE ADJACENCIES 3. FOR ACCESSORY SCHEDULE REFER TO SPECIFICATIONS SECTION 10800. 4. REFER TO GUESTROOM ELEVATIONS AND 6 -8/520 FOR MOUNTING CONFIGURATIONS OF OUTLETS. 5. ELECTRICAL OUTLETS MOUNTED STANDARD HEIGHT OF 18" AFF UNLESS NOTED OTHERWISE. 6. FOR ELECTRICAL SYMBOLS LEGEND SEE SHEET 003 7. SEE SHEET 510 FOR OTHER INTERIOR DETAILS 8. LUMBER DIMENSIONS NOTED ARE NOMINAL M 0 M I cn w Z 0 CL v 0 'd- co 0 > 0 N w w z Z w > a r N w > Z 0 Z 0 N N M SPRINGHILL SUITES Aarnott ww U W w w W� O = ow Q �mw woz U Dz0 d 0 = Q QQ� m U U - � W Oww _ �¢ __� Z U) <0 � Z viQO �w a U O 0 z00 Z Q O m �a_W _ <� Z�� Z >% = o � WZW cn ��o U) o 0 o N mi 0 N < 0 O co U) co LuZ 0O� W J Z�° Q =w� � of D w D J < co Wes_ Z _j 0 U —aJ Z) Z cv OC �— z g Cl) mom Z iii U O o LnQ W r , c � J L =UIL � F- Z a cn 00 z / J ti U a4t w (n o = m F- 2 tY Lil � �- uj z ¢ QzF- Q O z w 0 W Ld _ j LL U ofao 555 DOOR 5CHEDULE REFEI Door Schedule NOT ES_ m Frame THRESHOLD Schedule 3 1/2° 1. TOPS A!'' - iTT❑MS OF ALL HOLLOW co # Location Pair Size Thickness Type Material Material J/H Spec HDWR RATING Notes j MCTAL. i ❑ ❑R'" EXPOSED TO WEATHER z PRE MANUFACTURED I I/ SHALL BE PAINTED, Ej WOOD VALANCE w/ FIRST FLOOR CLEAT MOUNT WRAPS 14 100a 1sr Floor Laundry Room No 3-0" x 7 -0" 1 1!2" 8 SCWD HM 3 16 90 min WALL MAG TIED TO FIRE ALARM P, AL: OW FOR PLASTIC LAMINATE FACES TO WALL AT END 14 AT DOOR FRAMES. ADJUST HINGES AS 100b 1st Floor Stairway Exit Door No T -0" x T -11" 1 1/2" K ALUM. ALUM. 1 5 9 101 -112 1st Floor Guest Rooms No T-O" x T -0" 1 1/2" A SCWD HM 3 5 1 20 MIN REQUIRED. SLIDING DOOR TRACK 10la -112a 1st Floor Guest Room Toilet No 3'-2" x T-O" 1 3/4" C SCWD WOOD 8/9 9 3a ` 10lb -112b 1st Floor Guest Room Bath No T -2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3b 1 FOR DOOR HARDWARE SCHEDULE, SEE o 105c -108c 1st Floor Guest Closet No T -0" x 7' -0" 1 3/4" N SCWD HM 3 34 HARDEWARE GROUP NOT CALLED OUT IN PROTOTYPE, CONFIRM 34 WILL WORK I SPECIFICATION SECTION !8700 113 Meeting Room Yes (2) T -0" x 7' -11" 1 1/2" G SCWD HM 3 PUSH PULL CLOSER, ROLLER LATCH, SURFACE VERTICAL, LEVER LOCK, HANDLE, CLOSER, ROC �° CONT. METAL. ANGLE a 113a Meeting Room closet door No T -0" x T-O" 1 1/2" B SCWD HM 3 34 4, SEE DOOR DETAILS THIS SHEET FOR 113b Meeting Room Closet door Yes (2) T -0" x 7' -0" 1 1/2" G SCWD HM 3 HINGES, LEVER PULL, WALL STOP, TOP ROLER CATCH v o FL_1 113c Meeting Room Exterior Door Yes (2) T-O" x 71" 1 1/2 L ALUM. ALUM. 1 5 11 FURTHER INFORMATION ❑N TYPICAL '-1 W N 114 Board Room No 3' -0" x 7' -0" 1 1/2" B SCWD HM 3 23 CONDITI # 114a Board Room Closet door No T-O" x 7' -0" 1 1/2" B SCWD HM 3 34 Hardware Group not called out in Prototype confirm # 34 will work 115 Vestibule No T-O" x T -11" 1 1/2" M ALUM. ALUM. 1 5 11 SIMILAR TO HARDWARE GROUP 11 BUT FORA SINGLE DOOR S. EXTERIOR PAINT COLOR TO MATCH = N 115a 1st Floor Mechanical Room No T -0" x T -0" 1 1/2" B SCWD HM 3 17 45 MIN ADJACENT EXTERIOR MATERIALS r l 115b 1st Floor Elevator Equip, Room No T-6" x T -0" 1 1/2" B SCWD HM 3 17 45 MIN v z 116 Food Preparation No T-O" x 7' -0" 1 1/2" B SCWD HM 3 22 6, N/A cc j 117 Elevator/ Lobby No T -0" x 7' -0" 1 1 /2" M ALUM. ALUM. 4 15C SIM SIMILAR TO HARDWARE GROUP 15C BUT FOR A SINGLE DOOR SLIDING DOOR DOOR GUIDE MTD TO 117a GR Corridor 1st Floor No T-O" x 7' -0" 1 1/2" B SCWD HM 3 36 30 MIN 7, HARDWARE L❑CKSET VARIES Q _: VERTICAL STOP AT DOOR 14 118 Buffet Area Exterior Door No 3' -0" x 7' -11" 1 1/2" M ALUM. ALUM. 1 5 Be Include Panic Harvare as per IBC Sec 303.1 OPN 'G 1198 Men's Restroom No T -0" x 7' -0" 1 1/2" B SCWD HM 3 26 DEPENDING ON DOOR L ❑CATI ❑N; REF p 119b Women's Restroom No T -0" x 7' -0" 1 1/2" B SCWD HM 3 26 HARDWARE SPEC /SECTI ❑N 08700 FOR Li STONE THRESHOLD 119c Corridor No T -0" x 7' 4" 1 1/2 M ALUM. ALUM. 4 15 SPECIFIC LOCKSET TYPE z ACROSS OPN'G 119d Men's Toilet Room No T-O" x 6'3-1/2" 1 1/2" D SCWD HM 3 44 D 1198 Women's Toilet Room No T-O" x 6' 3-1/2" 1 1/2" D SCWD HM 3 44 8. WALL MAGNET TO BE TIED TO FIRE 119f Women's Toilet Room No T -0" x 6'3-1/2" 1 1/2" D SCWD HM 3 44 ALARM SYSTEM Z 121 Exercise Room No 3' -0" x T -0" 1 1/2" M ALUM. ALUM. 4 16 GUESTROOM 5LI DI NG DOOR 123 Pool Room No 3' -0" x T -0" 1 v2" M ALUM. ALUM. 4 12A 9, SAFETY /TEMPERED GLAZING T❑ MEET N 123a Pool Ro Storage Closet Yes (2) 3 =0" x 7' -0" 1 1/2" E HM HM 3 24a GALVANIZED D & F 4 ALUM DR. JAMB LOCAL BUILDING AND ENERGY CODES 9 HEAD / 51 LL 123b Pool Room Equipment Storage No T -0" x T -0" 1 1/2" B HM HM 3 25 GALVANIZED D & F 3" = I' -O" 123c Pool Room Exterior Door Yes (2) T-O" x 7' -11" 1 1/2" L ALUM. ALUM. 1 5 by Door Manuf. SIMILAR TO 12 FORA DOUBLE DOOR, HARDWARE FOR DOUBLE DOOR 10. COORDINATE DOOR RATINGS WITH 1 112" 1' - 125 Break Room No T -0" x 7' 4" 1 1/2" B HM HM 3 31 127 Mechanical Storage No T -0" x 7' -0" 1 1/2" B HM HM 3 17 PARTITION RATING AND LOCAL CODE 127a Electrical Room No T -0" x 7' -0" 1 1/2" B HM HM 3 17 REQUIREMENTS WOOD TRIM CAP - FIN15H NAILED 128 Vestibule Entry Door Yes 12' -0" x 8' -7" 1 1/2" 1 ALUM. ALUM. 1 5 13 2 1/4' 129 Storage No T-O" xT -0" 11/2" B SCWD HM 3 17 [ CRITERIA NOTE5 7/8 129a Water Heater Storage No T -0" x T -0" 1 1/2" B SCWD HM 3 17 LL HEIGHT VERTICAL SOLID WOOD / 130 Vestibule Entry Door Yes 12'-0" x 8' -7" 1 1/2" J ALUM. ALUM. 4 14 m 108 BASE /FLOORING, REFER TO IFI VENEER DOOR JAMB w/ 131 1st Floor Staiway No T -0" x 7' -0" 1 1/2" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM = ° OUNTER5UNK ANCHORS TO FRAMING 131a 1st Floor Stairway Exit Door No T-O" x 7' -11" 1 1/2" K ALUM, ALUM. 1 5 9 132 Corridor Exterior Door No T-O" x 7'-11 1 1/2" M ALUM. ALUM. 1 5 10 147 FOR WALL MAKE -UP REFER PARTITION 132a Corridor Exterior Door No T-O" x T -11" 1 1/2" M ALUM. ALUM. 1 5 10 ASSEMBLIES THRESHOLD ACK055 OPN'G - NOT ;, 135 Administration No T-O" x T -0" 1 1/2" B SCWD HM 3 28 —U NDER DOOR 112" 12" 136 Storage No 34" x 7' -0" 1 1/2" B SCWD HM 3 33 , --•: :� 137 Office No 3' -0" x T -0" 1 1/2" B SCWD HM 3 33 148 FOR DOOR TYPE REFER TO DOOR S P R I N G H I L L -' 137a Office No T-O" x T -0" 1 1/2" B SCWD HM 3 33 SCHEDULE SUITES N 138 Office No T-O" x 7' -0" 1 1/2" B SCWD HM 3 33 O N 149 139 Toilet No 3' -0" x T -0" 1 t /2" B scwo HM 3 32 149 HOLLOW METAL FRAME REFER TO DOOR Aarnott 140 Laundry No 4' -0" x T -0" 1 1/2" B SCWD HM 17 90 W 140a Laundry No 3' -0 "x T -0" 1 1/2" B SCWD HM 17 SCHEDULE v LINE OF VALANCE ABOVE I I SECOND FLOOR 150 EXTERIOR INSULATION FINISH SYSTEM N Ln OPERATING HARDWARE TO BE 14 200 Stairway 2nd Floor No T-O" x T -0" 1 112" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM -' 200a Mechanical Electrical Room No T -0" x T -0" 1 1/2" B HM HM 3 17 20 MIN - m i i SHOWRED ON 3 5/8" DIMENSION 200b Media Equip. Room No 3' -0" x 7' -0" 1 1/2" B HM HM 3 17 20 MIN 151 PROVIDE FLASHING AT HEAD SIMILAR TO U) (Wj U I I 201 -216 2nd Floor Guest Rooms No T -0" x 7' -0" 1 1/2" A SCWD HM 3 1 20 MIN DETAIL ON SHEET 601 > p 1 12" x 2 3/4" FULL HEIGHT SOLID 217 2nd Floor Elevator Vestibule Yes (2) T -0" x 7' -11" 1 1/2" G SCWD HM 3 39a 20 MIN W O WOOD STOP w/ COUNTER SUNK COORD. W/ WALL TYPE 218 -230 2nd Floor Guest Rooms No T-O" x 7' -0" 1 1/2" A SCWD HM 3 1 20 MIN O c4 d I I 20la -230a 2nd Floor Guest Room Toilet No T -2" x T -0" 1 3/4" C SCWD WOOD 819 9 3a LL W I I FACE SCREWS INTO FRAMING - 201b -230b 2nd Floor Guest Room Bath No 3'-2" x T -0" 1 3/4" C SCWD WOOD 8/9 9 3b _ 0 W H MOUNT BOTTOM GUIDE HERE 205c -208c 2nd Floor Guest Closet No T-O" x 7' -0" 1 3/4" N SCWD HM 3 34 Hardware Group not called out in Prototype confirm # 34 will work < F 00 W 222e,226e 2nd Floor Guest Closet No T-O" x 7' -0" 1 3/4" N SCWD HM 3 4 [, V W H Z N �3� TYP. DOOR JAMB 219 ;221;223;225;227;229 2nd Floor Connecting Rooms No T-O" x 7' -0" 2" B SCWD HM 3 5 20 MIN U 2 Z O 231 Stairway 2nd Floor No T-O" x T-O" 1 1/2" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM J U 232 Linen &Storage 2nd Floor No 3' -0" x 7' -0" 1 1/2" B SCWD HM 17 20 MIN V Z W I I REMOVADLE GLAZING STOP ON IN51DE OF DOOR W U Z 0 r I I THIRD FLOOR Z — I I 300 Stairway 3rd Floor No T-O" x 7' -0" 1 112" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM m ¢ Q < I I 300a Mechanical Electrical Room No T -0" x T -0" 1 112" B HM HM 17 �/ U ly I I 301 -316 3rd Floor Guest Rooms No T-O" x 7' -0" 1 1/2" A SCWD HM 3 5 1 20 MIN ^ U OW W W 14 317 3M Floor Elevator Vestibule Yes (2) T -0" x 7' -11" 1 1/2" G SCWD HM 5 39a 20 MIN n W� _ N I I 15 318 -328 3rd Floor Guest Rooms No T-O" x T -0" 1 1/2" A SCWD HM 3 5 1 20 MIN I.L ¢ _ = F I I 301a -328a 3rd Floor Guest Room Toilet No T -2" x 7' -0" 1 3/4" C SCWD WOOD 819 9 3a U I-- V 12 , 301 b428 3rd Floor Guest Room Bath No T -2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3b t Z U) Q O 15 305c -308c 3rd Floor Guest Closet No T -0" x 7' -0" 1 3/4" N SCWD HM 3 34 Hardware Group not called out in Prototype confirm # 34 will work W — 322e,326e 3rd Floor Guest Closet No T -0" x 7' -0" 1 3/4" N SCWD HM 3 4 a F- 319;321;323;325;327;329 3rd Floor Connecting Rooms No T-O" x T-O" 2" B SCWD HM 3 5 20 MIN U U_ Y 1 3/4" /8" DOOR STOP IN TRACK ABOVE LIMITS 149 327 3rd Floor Guest Room No T-O" x T-O" 1 1/2" A SCWD HM 3 1 20 MIN O C7 Z O O DOOR SLIDE TO THI5 POINT N 327a 3rd Floor Guest Room Bath No T -2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3b N Q 329 3rd Floor Guest Room No T-O" x 7' -0" 1 1/2" B SCWD HM 3 9 44 Of Z) Occ Cr. � GUE5TROOM 5LI DI NG DOOR 329a 3rd Floor Guest Room No T-O" x T -0" 1 1/2" B SCWD HM 3 9 44 W m 0 Z W W 329b 3rd Floor Guest Room Bath No T -0" x 7' -0" 1 1/2" B SCWD HM 3 9 44 Q W 0 ~ 8 JAMB 14 329d 3rd Floor Exterior Deck Door Yes 3'-0 x T -0" 1 314" L ALUM ALUM 5 by Door Manf. a O 330 3rd Floor Guest Room No T-O" x T -0" 1 1/2" A SCWD HM 3 5 1 20 MIN W Z 1 112" = 1' - 331 Stairway 3rd Floor No T -0" x 7' -0" 1 1/2" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM = O 332 Linen & Storage 3rd Floor No T -0" x 7' -0" 1 1/2" B SCWD HM 17 20 min Z W 2 EXT. DOOR JAMB FOURTHFLOOR 1' -O" / " B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM T W 14 3 4D0 Steinway 4th Floor No 3' -0" x 7' -0" 1 1 2 F- W O 400A Mechanical Electrical Room No T-O" x 7' -0" 1 1/2" B HM HM 17 401 -416 4th Floor Guest Rooms No T-O" x 7' -0" 1 1/2" A SCWD HM 3 5 1 20 MIN t 10 417 4th Floor Elevator Vestibule Yes (2) T-O" x 7'-11" 1 1/2" G SCWD HM 5 39a 20 MIN 418 -428 4th Floor Guest Rooms No T-O" x 7' -0" 1 1/2" A SCWD HM 3 5 1 20 MIN 40la -430a 4th Floor Guest Room Toilet No T -2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3a 401b -430b 4th Floor Guest Room Bath No 3'-2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3b a p 405c -408c 4th Floor Guest Closet No T-O" x T -0" 1 3/4" N SCWD HM 3 34 Hardware Group not called out in Prototype confirm # 34 will work 422e,426e 4th Floor Guest Closet No T -0" x 7' -0" 1 3/4" N SCWD HM 3 4 N 419;421;423;425 4th Floor Connecting Rooms No T-O" x 7' -0" 2" B SCWD HM 3 5 U 4 m 14 427 4th Floor Guest Room No T -0" x T -0" 1 1/2" A SCWD HM 3 5 1 20 MIN ch 427a 4th Floor Guest Room Bath No 3'-2" x 7' -0" 1 3/4" C SCWD WOOD 8/9 9 3b 15 429 4th Floor Guest Room No T -0" x T -0" 1 1/2" B SCWD HM 5 44 20 MIN L1_ �7 429a 4th Flo Guest Roo No " x T -0" 1 1/2" B SCWD 5 44 20 MIN �� o TYP. RE51 LI E NT THRESH T-2 7' -0 429b 4th Floor Guest Room Bath No 3' -2" x " 1 3I4" B SCWD WOOD 8/9 9 44 < ¢ 3" = 1' - - i 429d 4th Floor Exterior Deck Door Yes 3'-0 x T -0" 1 3/4" L ALUM ALUM 5 by Door Manf. DOOR 1 E5 430 4th Floor Guest Room No T -0" x T -0 O� " 1 1/2" A SCWD HM 5 1 20 MIN I 15 431 Stairway 4th Floor No T -0" x 7' -0" 1 1/2" B SCWD HM 3 8 90 min WALL MAG TIED TO FIRE ALARM C�� 432 Linen & Storage 4th Floor No 3' -0" x T -0" 1 V2" B SCWD HM 17 20 MIN W Z U 2 0� LLI SURFACE MTD Q N U Q DOOR TRACK w/ J 2 EQ EQ WOOD COVER Q CU ¢ a Cl) W >W i �ICL1 Z 0 U (_ I i 10 10 14 DOOR VIEWER �\ ' PARTIAL HEIGHT I "TEMPERED TEMPERED S= Z�� ?r @ GU15TROOM I DOOR IN FULL , GLA55 VISION , GLA55 VI510N I(Q 0 d - ' ENTRY DOORS ' E— FRAME ' cU PANEL ' PANEL Z C' ONLY DOOR IN OPEN I , — ¢ W Z 4 ` P051TION �I TRAN5LUCENT ` ` -0 Z 2 w ° ° ° I �\ 1 PANEL W � o- ^ ^ m DOOR VIEWER I – \ N 0 U) @ ACCE5515LE I 2 5 Z Ij j ROOMS III o O U U �O TYP. STONE THESHOLD I EXT. ALUM. DR. JAMB �" Q Q Z 3" = I' -o" 3" = 1' -O" A B C D E F G Uj °o � W Lu O O O O O O O o_ o Lu M: of H Z f1 1 r Cn c+1 \ o C ¢l z 14 10 ' TEMPERED / Q Imo- W 11 Q till 7) 1 GLA55 V1510N ' PANEL MIRROR ' F' O Z a N ,� O o W uj> 0 0 W Cn \ ' , _ W W R W LL o 5 TYP. ALUM. THRESHOLD 3 I H J K L M N O ► ARC O O ti% O O O I< 14N 600 _=::4 r 86 C. 7 �"O 6" min. X c� E CV r c E 00 FIG. 4 E ic) X E N .E Co INSTALL FLASHING PAPER PIECE "D" AT JAMBS. ATTACH AT EDGE OF OPENING ONLY; APPLY A BEAD OF SEALANT WITHIN 1/2" OF OPENING riv. i INSTALL FLASHING PAPER; SILL PIECE "A" FIRST, ATTACH AT EDGE OF OPENING ONLY. MATERIALS 6' -10' FLASHING PAPER AND WEATHER BARRIER PAPER: PER FEDERAL SPECIFICATION UU- B -90a; VAPOR BARRIER COATED AND REINFORCED. SEE SPECIFICATIONS FOR GRADE. SILL FLASHING AND BUTTERFLY: 25 MIL BITUTHENE (VYCOR PLUS) DRIP FLASHING: PER SPECIFICATIONS C CV 0 D u INSTALL DRIP FLASHING PIECE (NOT SHOWN) ACROSS TOP OF FRAME. APPLY FLASHING PAPER "E" AT HEAD, OVERLAPPING DRIP FLASHING AND JAMB PIECES. WEATHER BARRIER PAPER, APPLIED WITH EXTERIOR FINISH MATERIAL, IS APPLIED SHINGLE FASHION. PIECE "F" UNDERLAYS THE SILL PIECE. PIECE "G" SHOULD OVERLAP PIECE "F" BY AT LEAST 2 ". FIG. 3 INSTALL 4" WIDE BUTTERFLY FLASHING PIECE "C" AT LOWER CORNERS OF OPENING; FLASHING SHOULD BE STARTED AT THE INTERIOR SURFACE OF THE OPENING, OVER THE SILL FLASHING, THEN FOLDED OVER THE EXTERIOR SURFACES OF THE SILL FLASHING AND PRESSED INTO PLACE TYPICAL EXTERIOR I STOREFRONT 5Y5TEM 114" = 1'-0" SIN M `O I �I(U 00 I �I(U Lf� I �Id in N I 00 (Y)Il 00 I (U FIG. 5 SET WINDOW NAILING FLANGE INTO SEALANT AND FASTEN TO STRUCTURE FIG. 2 INSTALL SILL FLASHING PIECE "B "; EXTEND SILL FLASHING UP JAMB 4" MIN. 6/-2# 12' -0' O O (Y'Al c_ I r WINDOW SCHEDULE TYPE DESCRIPTION LOCATION SIZE FRAME MATERIAL WINDOW NOTES 1 HORIZONTAL SLIDER TYPICAL GUESTROOM 60" x 95" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 2 FIXED PUBLIC SPACE 74" x 82" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 3 FIXED NETWORK ZONE 95" x 144" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 4 FIXED BUFFET 95" x 106" ALUMINUM (Safety Glazing per sec. 2406.5 5 per IBC 5 FIXED PUBLIC SPACE 95" x 108" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 6 FIXED SIDELIGHT EXTERIOR DOOR 100" x 34" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 7 FIXED EXTERIOR DOOR 99" x 40" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 8 FIXED SIDELIGHT EXTERIOR DOOR 95" x 40" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 9 FIXED LAUNDRY /GENERAL MANGER 60" x 71" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) 10 FIXED ISUITE 427 BATHROOM 18" x 24" ALUMINUM (Safety Glazing per sec. 2406.5 (5) per IBC) (U I 'Alt 0 I n Cp I Cll 9' -0' O d M11P \ M I Co r"1 2' -10' 6' -0' O WINDOW TYPES 1/4" = 1'_0" � • 1 11• Cu I rill in 0 a ( r--1 M N N NOTE: MULLION SPACING/ RHYTHM IS SYMETRICAL STARTING AT EACH END OF STOREFRONT SYSTEM. REFER EXTERIOR ELEVATIONS FOR LOCATIONS. 4'-0' a 0 ww U W — � O U) CL V = Ouj 0 l(7 i Cu 1 w O Z jZ0 W . J m 00 z Z�w f— Q Q a 2 a — 1co 5'- 0" 3'- 0" 2'- 0" t� w =� 3 /_ 4 � O F- �D Z� ~a =_ (U I 'Alt 0 I n Cp I Cll 9' -0' O d M11P \ M I Co r"1 2' -10' 6' -0' O WINDOW TYPES 1/4" = 1'_0" � • 1 11• Cu I rill in 0 a ( r--1 M N N NOTE: MULLION SPACING/ RHYTHM IS SYMETRICAL STARTING AT EACH END OF STOREFRONT SYSTEM. REFER EXTERIOR ELEVATIONS FOR LOCATIONS. 4'-0' ('71` c_ 1 11 m z 1- H IV' CU I a L c OD Cu T -0' O REFERENCC NOTE5 CRITERIA NOTES � r t 4 , U W U T- < M M 1 M Co W z 0 CD CD v ro D Cu 0 0 n. 0 0 W W Z w > w z D Ch 0 z N M SPRINGHILL SUITES ,karnott , a 0 ww U W — � O U) CL V = Ouj < � m w Cu 1 w O Z jZ0 W . J 0o� 00 z Z�w f— Q Q a 2 a — 1co Q O C-) 0 6 t� w =� 3 /_ 4 � O ('71` c_ 1 11 m z 1- H IV' CU I a L c OD Cu T -0' O REFERENCC NOTE5 CRITERIA NOTES � r t 4 , U W U T- < M M 1 M Co W z 0 CD CD v ro D Cu 0 0 n. 0 0 W W Z w > w z D Ch 0 z N M SPRINGHILL SUITES ,karnott , 0 ww U W 0 wCL O U) CL e = Ouj < � m w v L) w O Z jZ0 W . J 0o� cy) z Z�w f— Q Q a 2 Q O C-) 0 6 t� w =� _ U Z F- �D Z� ~a =_ J ~ O Q- O 0 ZOO � ¢ O 0�w z M cnaw Lu zip a. W O ?>>wz >, =O _ �zw _ Lul r F- WO Co C) 0 N T e N_ u- 0 cn W CU 0o� ® Q =�o ac UCC 0 6 <o� CD W � W W J 0 Cn � Z d J U z C 6 :r F- U) Z�w W O W =can 0 = _ U0Q _ �QZ r � J U CD F'Z°- \\� Z M r / r � d C5 O vJ -j ' '^ W �W� ~Wm uj N2� Z W . 2 J Z QZF--Q Z Coo& W win00 � � III a0 REFERENCE NOTE5 1. WALL SECTIONS ARE DRAWN TO PROVIDE INFORMATION REGARDING SPECIFIC FINISH SYSTEMS CONSTRUCTION AND RELATIONSHIPS. ARCHITECT SHALL VERIFY THAT SECTIONS ARE DRAWN ACCURATELY FOR CHOSEN FINISH SYSTEMS. 2. WALL SECTIONS ARE DRAWN TO REPRESENT SPECIFIC STRUCTURAL SYSTEMS. REFER TO SHEETS 004 AND 005. ARCHITECT SHALL UPDATE OR CORREC SECTIONS TO REPRESENT CHOSEN STRUCTURAL SYSTEMS PER STRUCTURAL ENGINEER. 3. REFER TO FLOOR PLANS, SHEET 006 FOR WALL PARTITION TYPES. 4. ELEVATIONS SHOWN BEYOND FOR FINISH RELATIONSHIPS ONLY. �> CRITERIA NOTES 49 PREFINISHED ALUMINUM WINDOW AS SCHEDULED U W 2 U a ro 0 00 W z 0 _ CL CD co 0 0 CD 0i W W z W > a W z 0 Z 0 Cu Lf) M SPRINGHILL SUITES Aarnott M � • 1 11. WINDOW JAMB DETAIL @ METAL PANEL 3" = 1 ' -O" WINDOW JAMB DETAIL @ E.I.F.5. 3" = 1 ' -O" A PPROVE D Cty c''f b . i 1 [ Iic "')v 0 w W U W Lu W � O U) a. W = Om� Q ^ H m W od =. WOz �/'� ..J J D Z O Fm Q Z C/) O Z 0 H Q a Q � 0 W 0 W U W Q LLJ W - _ W =F: F- Z F- F W W I_ O ~ aL� U) rn J 00 Z OO / Q _ W , � 0 fY m OWE �n.W uj Z ctH a. O 0 =WW >, �i0 •O ~_ z x WZw W ui ► M � • 1 11. WINDOW JAMB DETAIL @ METAL PANEL 3" = 1 ' -O" WINDOW JAMB DETAIL @ E.I.F.5. 3" = 1 ' -O" A PPROVE D Cty c''f b . i 1 [ Iic "')v 0 I �tl :1 92 - 1 991 100016- w 0 C) N O N W cl) o cu cn od C9 0 �/'� Z SU ui �+ / z tC3 U a0 0 �a ui ui F- W U) rn O Z�,= .< / (1) Z Z Lu 0 =WW V �< •O � z x wov UJ W cl) Jo m ow U) I- Z a n/ � °p z v LL Na � o � � — � o �Wmd W w QZH Q Z DOUG LIJ ul F55 3 O W LL. U�Q-0 0 om 143 1151 1 0 29 ' 1114 II 211i� JE7N F, i I I i f� 1 LL -:7 p ENLARGED fOOD5fKVICE P LAN OUTDOOR POOL PLAN 51MILAR EQUIPMENT SCHEDULE z6 ii TT iii i R[ )N I =I MARK QTY DESCRIPTION COMMENTS LOCATION 023 2 Dry Storage Shelving �a Kitchen 026 1 Lot Shelving — Bulk Storage Decks Kitchen 033 1 1 Spray Rinse Kitchen 038 1 Dishwasher — Undercounter Z�w Kitchen 041 1 Pot Rack with Wall Shelf m Kitchen 043 1 Pot Sink Kitchen 050 1 Freezer — Two —Door Reach —In D Kitchen 052 1 Refrigerator — Two —Door Reach —In Kitchen 061 1 Table — Vegetable Prep Kitchen 070 1 Table — Coffee Stand 0Uj W Kitchen 093 3 Induction Cookers and Buffet Servers c Gi G Buffet 094 1 Oatmeal Cooker U Buffet 111 1 Microwave Oven Uj Kitchen 112 1 Microwave Shelf O O Kitchen 114 2 Waffle Irons Kitchen 115 1 Coffee Airpot Brewer Ng 4t Buffet 116 4 Airpots Buffet 118 1 Juice Chiller By Vendor, NIKEC Buffet 119 Lot Garbage Cans By Operator, NIKEC Buffet 119 Lot Garbage Cans By Operator, NIKEC Kitchen 120 1 Counter Oven Not Shown; Option to 111/112 Kitchen 123 1 Hand Lavatory Kitchen 143 2 Undercounter Refrigerator Buffet 145 1 1 Pop —Up Toaster Buffet 151 Lot Buffet — Counter Architectural Woodwork Buffet 155 Lot Buffet — Waste Chute Architectural Woodwork Buffet 166 Lot Buffet — Display Shields (Cold and Unwrapped Foods) By GC, NIKEC Buffet 167 Lot Buffet — Display Shields (Hot Foods) By GC, NIKEC; Vf . Requirement Buffet 551 Vfy. Ice Machine 1 Per Floor Vendin 552 Vf Y. Vending Machines Optional at Upper Floors Only; Not Shown Vendin NIKEC — NOT IN KITCHEN EQUIPMENT CONTRACT * CURRENT SET AS OF 1 11. 0 5 10 SCALE: 1/4" = 1' =0" REFERENCE NOTE THIS PLAN IS A PROTOTYPE AND ALL FACTORS MAY CHANGE. SITE CONDITIONS AND /OR LOCAL CODES MAY SUPERCEDE THE DESIGN. ARCHITECT SHOULD HAVE A COMPETENT LAUNDRY CONSULTANT REVIEW THE PLAN FOR COMPLIANCE WITH ANY CHANGES REQUIRED. ITEM NUMBERS NOT USED IN THIS BUILDIING SIZE AND BRAND ARE NOT INDICATED; SEE EQUIPMENT SPECIFICATIONS AND PRODUCT CATALOG FOR INFORMATION ON ALL EQUIPMENT, INCLUDING DIMENSIONS AND UTILITY REQUIREMENTS. GENERAL HEALTH DEPT. NOTE5 ALL ICE MACHINES TO BE HELD OFF ADJACENT BUILDING WALLS BY 6 ". IF A VACUUM BREAKER IS REQUIRED BY CODES, IT WILL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR. DISHWASHERS, WHERE APPLIABLE, WILL BE DESIGNED TO HAVE HIGH TEMPERATURE 180 DEGREE F. FINAL RINSE AND WASH TEMPERATURES OF 140 DEGREES F. ALL REFRIGERATORS WILL BE FURNISHED WITH THERMOMETERS WHICH ARE EASILY READABLE, IN PROPER WORKING CONDITION AND ACCURATE WITHIN A RANGE OF PLUS OR MINUS 2 DEGREES. ALL COUNTER TOP EQUIPMENT NOT READILY MOVABLE, WEIGHING OVER 80 POUNDS, WILL BE PROVIDED WITH 4" LEGS WITH ADJUSTABLE FEET. ALL CHEMICAL SANITIZER KITS FOR THREE COMPARTMENT SINKS WILL BE FURNISHED BY THE CHEMICAL SUPPLIER. ALL CHEMICAL INJECTION SYSTEMS MUST BE INSTALLED DOWNSTREAM FROM A VACUUM BREAKER OR AIR GAP TO PREVENT POSSIBLE BACK SIPHONAGE OF THE CHEMICALS INTO THE WATER LINE SYSTEM. ALL CUTTING BOARDS AND WORK SURFACES SHALL BE OF NON —WOOD CONSTRUCTION OR N.S.F. APPROVED. ALL FOOD SERVICE AND RELATED EQUIPMENT SHALL BE INSTALLED IN CONFORMITY WITH THE N.S.F. STANDARDS AND SHALL BE N.S.F. APPROVED. AN AISLE SPACE OF A MINIMUM OF THIRTY (30) INCHES OR MORE SHALL BE PROVIDED WITHIN ALL WORK SPACES. BACKSPLASHES OF EQUIPMENT SHALL BE INSTALLED A MINIMUM OF THREE (3) INCHES OFF THE WALL OR SEALED TO THE WALL WITH CLEAR SILICONE SEALANT. VACUUM BREAKERS, WHEN USED, TO BE A MINIMUM OF SIX (6) INCHES ABOVE THE FLOOD RIM WITH NO SHUT —OFF DEVICES BEYOND THE DISCHARGE OF THE VACUUM BREAKER. A MINIMUM OF 50 FOOT CANDLES OF LIGHT SHALL BE PROVIDED IN ALL FOOD PREPARATION AND SERVING AREAS. HANDWASHING FACILITIES ARE REQUIRED IN THE FOOD PREPR \ARATION, SERVING, AND UTENSIL WASHING AREAS AND WILL BE SHOWN ON THE FLOOR PLAN. SNEEZE GUARD PROTECTION, WHERE APPLICABLE, WILL BE PROVIDED FOR EXPOSED, UNWRAPPED FOOD SHOWN AT SUCH AREAS AS SALAD BARS, BUFFETS, AND CAFETERIA LINES. VERIFY WITH LOCAL HEALTH DEPARTMENT FOR REQUIRED LOCATIONS FOR SNEEZE GUARDS. i L ui s co 0 M M co W z 0 0 T co D 0 o U W CD CCU:, w M z W Q > Q r h � W ` z E1 o M SPRINGHILL SUITES arnott , Z o ww U W �� w� 0 �a .J = OLU �mw 0 WOz ..0 z Mzo U z C w 70� Z�w ¢ Qa� J m Cr =W 0 Cr X O u: o�- w 11.1 Cn W ~F- 0 D Z H ~ ao Sw W d i 0 0 ZOIx W � 0Uj W m w W c Gi G Z W O w z U >, � _ � Uj Wzw cn O O 0 Uj W ��O Z co C) C) N .J o N LL 0 U) Q z C w 70� W Cr =W 0 Cr ,., U OC J 0.' - QD Q E U Uj . Cr H 0 >cn W Z _j J z U _ c 'i ¢ r C7 W � ZM W (U W�nn c W Z ui O vo¢ U 0 U) 0 Z Q N _ Uj O O =VCe HZd W 00 Z� U) Ng 4t C �w de ti W m h p Q Z � QOQ O Z w 0 w in � 0 lLL U) Ofa0 EOUIPMENT SCHEDULE — THE MARKET MARK QTY. DESCRIPTION COMMENTS LOCATION 611 1 Dry Millwork Case By GC, NIKEC The Market 622 1 Refrigerator — Half Height Glass Doors 1 Section Lockable — For Beer and Wine Service The Market 623 1 Freezer — Glass Door The Market 624 1 Refrigerator — Glass Door N The Market CU CU z�0 a. U�< NIKEC — Not in Kitchen Equipment Contract REFERENCE NOTE5 THIS PLAN IS A PROk 'YPE AND ALL FACTORS MAY CHANGE. SITE CONDITIONS AND/OR LOCAL CODES MAY SUPERCEDE THE DESIGN. ARCHITECT SHOULD HAVE A COMPETENT LAUNDRY CONSULTANT REVIEW THE PLAN FOR CO�4PLIANCE WITH ANY CHANGES REQUIRED. ITEM NUMBERS NOT USED IN THIS BUILDIING SIZE AND BRAND ARE NOT INDICATED; SEE EQUIPMENT SPECIFICATIONS AND PRODUCT CATALOG FOR INFORMATION ON ALL EQUIPMENT, INCLUDING DIMENSIONS AND UTILITY REQUIREMENTS. GENERAL HEALTH DEPT. NOTE5 ALL REFRIGERATORS WILL BE FURNISHED WITH THERMOMETERS WHICH ARE EASILY READABLE, IN PROPER WORKING CONDITION AND ACCURATE WITHIN A RANGE OF PLUS OR MINUS 2 DEGREES. ALL FOOD SERVICE AND RELATED EQUIPMENT SHALL BE INSTALLED IN CONFORMITY WITH THE N.S.F. STANDARDS AND SHALL BE N.S.F. APPROVED. 1 CD ID 00 0 0 a. 0 N Li Li D Z w w Z 0 Z 0 N M SPRINGHILL SUITES )ka • - • • - - W ill 1 il jA " LA \r 1�\ • 1 11. SCALE: 1/4" = 1' =U" )R , C; iLy } D - %A ¢ 35 iwa 9 rE U) Uj J Z U Z t ov rn J V � J I.L O P x 5 to C.� Z 0 00 j CJ m co 0 M r n M 0 co Li Z 0 0- 0 ww C w � Cl)a OIt Z LU Z 0 U AW Z p� (1) Z LL : 'S CC OUW w =� w ZOO ¢�O Owl X W x Zn. a � (1 �w0 U) 00 0 ° Z N N r U- 0 N Z CU CU z�0 a. U�< W ++ JW2 CD �O-0 E w u> Q SUN 0 .� J (n Z) w Dd� ZM� �-+ V ¢ T L Z M N W C N Q C/) 1. f Z Vw, ¢ Z ¢ F - W ' L L J VJ W N J 0 N F " Z a �Zv Q °a4t W U) ~ LLJ W LU Z f M Lij Fn W 5; U O LL �wa0 i i 0 GUEST E 01 '1 J - 100a 100a 412 ENLARGED GUEST LAUNDRY EQUIPMENT PLAN — EQUIPMENT SCHEDULE — LAUNDRY MARK QTY. DESCRIPTION COMMENTS 0 N LOCATION 311 1 Washer Extractor 60 Lb. – Hard Mount Bolt Down Q Laund 312 1 Washer Extractor 80 Lb. – Hard Mount Bolt Down Laund 313 1 Washer Extractor 55 Lb. – Soft Mount Bolt Down; Not Shown; Option to 311 Laund L 314 1 Washer Extractor 75 Lb. – Soft Mount Bolt Down; Not Shown; Option to 312 Laundr W 321 1 Dryer – Electric 75 Lb. Of0Cn Bolt Down; Not Shown; Option to 322 Laundr 322 1 Dryer – Gas 75 Lb. J Bolt –Down Laundr ` 323 1 Dryer – Gas 120 Lb. Bolt –Down / 00 Z Laundr N CL ZM 361 Vf . Shelves – Mobile V/ r W W Z m ~ Laund W 362 Vfy. ITrucks – Mobile 0 0 Q Z LLJ W � wcn 3 0 Laundr 363 1 Chemical System By Vendor; NIKEC Laundr 371 1 Table – Folding Laundr 372 2 Shelves – Wall Laund 381 1 Laundry Scale Laund 382 1 Helping Hand Laund 391 Vf . Linen Carrier – Soiled Linen Laund 392 Vf . Clean Linen Carrier Laund 393 Vf . Clean Linen Carrier – West Coast Not Shown; Option to 392 Laundry 411 1 IGuest Washer Guest Laund 412 1 Guest Dryer Guest Laund 413 1 Foldinq Table By G.C.; NIKEC Guest Laund 414 1 Guest D er – Gas Not Shown; Option to 412 Guest Laund 415 1 Guest Washer (ADA) Not Shown; Option to 411 Guest Laund 416 1 Guest Dryer – Electric (ADA) Not Shown; Option to 412 Guest Laund 417 1 Guest Dryer – Gas (ADA) lNot Shown; Option to 416 Guest Laund NIKEC – Not in Kitchen Equipment Contract Il 51H1' I I CN II I LJ 110 oil I� I II ILA 1 1 II 1 1L[ O 5 129 127 i _,, 13 T C MR. REUE� AIR V� SIZE BY A/ 3 322 47 AU I� /1\ A 3�1 312 I II II i �I ENLARGED LAUNDRY EQUIPMENT PLAN t SCALE 1/2" = 1' 12 SAS IM A 137 a I 3 I i i REFEREN NO THIS PLAN IS A PROTOTYPE AND ALL FACTORS MAY CHANGE. SITE CONDITIONS AND /OR LOCAL CODES MAY SUPERSEDE THE DESIGN. ARCHITECT SHOULD HAVE A COMPETENT KITCHEN CONSULTANT REVIEW THE PLAN FOR COMPLIANCE WITH ANY CHANGES REQUIRED. ITEM NUMBERS NOT USED IN THIS BUILDING SIZE AND BRAND ARE NOT INDICATED; SEE EQUIPMENT SPECIFICATIONS AND PRODUCT C" TALOG FOR INFORMATION ON ALL EQUIPMENT. GAS AND ELECTRICAL EQUIPMENT IS SHOWN IN THE EQUIPMENT SCHEDULE — EQUIPMENT INSTALLER TO VERIFY UTILITY AVAILABILITY AND PROVIDE PROPER EQUIPMENT. CRITERIA NOTES PROVIDE ENCLOSURE AROUND DRYERS RAFTER INSTALLATION WITH 1" CLEARANCE AT JAMB AND 1 -1/2" AT HEAD >12" THICKENED SLAB WITH TROUGH — TRENCH DRAIN W/ GRATE TO BE COORDINATED WITH EXTRACTOR REQUIREMENTS >EYEWASH STATION >UTILITY SINK — SVS -02 >MOP SINK — MOP -1 co M M 0 co W Z 0 /C) 00 0 0 U W CD N F W 0 D rim 1 �z W Li W > 1 z I T F- 0 z M SPRINGHILL SUITES parr o D wW U W U° w 0 = oU� Q �mw Z �_ U) W ° Z U 1 05 z ° 9 0r F- U) Q� m Q Q S ' X0 LL C Wc/) L!_ C7 0 � Z �Q° WWX 0 pQHIe 0c >z o Ie _ ¢ ° °W w M , � <LLJ M E a g = o .C2 w zw HBO *CURRENT SET AS OF 11 -20 -2008* Mill t 0 10 SCALE: 1/4" = V =0" 00 0 0 N O N , r � V LL. , z ° cn Q Uj O zF-O U0� __j Q 1 O� z �--+ cn W I Uj E =) U'c= L �Zi_j .� - ZM= a Q � z CL W Z�Of _ Of0Cn 'n =Zw CU QZ H W J WDU D _j O ` � U �Za r Cf) ' / 00 Z N CL ZM Q � � V/ r W W Z m ~ W W � Z Q 0 0 Q Z LLJ W � wcn 3 0 Gi U LL d'd 0 *CURRENT SET AS OF 11 -20 -2008* Mill t 0 10 SCALE: 1/4" = V =0" 18' -4 6" ROUND PIPE BOLLARD SET IN CONC.-FILL W/ GONG. (TYPICAL) DUMP5TER PLAN, DUMPFE FOOTING 4 FOUNDATION GALE SCALE 3/6" - P -D" 1� EN LARGED BBQ PIT * DETAI L5 PLAN SCALE 1 " = l' PRE -CAST CAP 5TER REAR ELEVAT .V-0" 9" BRICK 5 :R COURSE ENLARGED DUMP5TER ENCLOSURE PLAN I I I I I i F L----------------- - - - --L — L----------------- - - - - -� DUMPBTER 51DE ELEVATION SCALE 3/8" . V -D" I I I I I I F L----------------- - - --I� L------------------ - - - --I DUMPFER SIDE ELEVATION SCALE 3/8" = I' -0" * CURRENT SET AS OF 2�9�2009 E BLOCK PAINTED TO 'K ER COURSE 1RSE C) 00 BRICK L/ C RF I(" o /c. CAA LOIR e 18 /C. IE5 /4 - (o" CONCRETE BLOCK PAINTED TO MATCH BRICK #4 5AR5 �@ 48" NORIZ, 1'4 BAR DOWEL5 e 32" o /C. 9" 5OLDIERI C 10 CONCRETE BLOCK I W1 # 4 BARS a 24" OC EACH WA't' I CO NCRETE 5L A5 b ( � I 20 11 _o N 2 - #4 5AR5 CONT, DUMF WALL 5ECTI SCALE 3/4" = 1' -0" BRICK and CONCRETE BLOCK A 47F, ll.-F" mac._ ( • \*.:.1 �,— T E OF PRE -C,45T CAP U W T � i U Q co 0 co t\ n M O co W Z O 2 d d' 0 7 M H CD CD 2 O > O Q' W (li W h W D Z ry W > a r ry W z 2 0 z 0 N U') M SPRINGHILL SUITES Aarnott , Foom LL-------------------------------- - - --1J I I I I I I I I I I I I i t I I I I I I FL- 1- 1- - - - --- - - L� - - -- - 1- L� - - - -- ELI ------ 1 -L-J�i L-- -L ----- I--- L- - - -- -- -L - - -- I -- --- — --- I- - - —� I I I I F L------------------------------- - - - --J L -------------------------------------- J PnfT AcT An 0 ww U) U W wW� o cj) W u Q HmW Q (� woz W . J J ZC7 � Z O �W 16- = Z ° — �Q — QQ� W 0 0UW C:) � W Ix ~_ Q =_F- U � Z Z _ c ~ < n QO C7 � uj _ LLJ 0 aP� (D (� Zow Z ER Q O cr_l m �WW U ) uj Z 0 F- a fJ. .� m Z ~ �z0 .S� U d �1 w zw U) _ofo N IL 4t Foom LL-------------------------------- - - --1J I I I I I I I I I I I I i t I I I I I I FL- 1- 1- - - - --- - - L� - - -- - 1- L� - - - -- ELI ------ 1 -L-J�i L-- -L ----- I--- L- - - -- -- -L - - -- I -- --- — --- I- - - —� I I I I F L------------------------------- - - - --J L -------------------------------------- J PnfT AcT An �C co 0 N u ('V Q (� LL- o W 16- = Wz c�o� O ¢Vy U U�Q C:) � W J � L � (n o�W U 5 HUH CL LLJ Z R Of (� Z � ; Q�U W od Z u_ : t'. CL U ) = W w U�Q fJ. .� m Z ~ uj W C"'44 U d �1 Z Cn � C ap Z N IL 4t `- ( L n u LLI F 2 OF Lu Zh (� Z 0OcU wcn �0 M w � �cr6-o Foom LL-------------------------------- - - --1J I I I I I I I I I I I I i t I I I I I I FL- 1- 1- - - - --- - - L� - - -- - 1- L� - - - -- ELI ------ 1 -L-J�i L-- -L ----- I--- L- - - -- -- -L - - -- I -- --- — --- I- - - —� I I I I F L------------------------------- - - - --J L -------------------------------------- J PnfT AcT An 62 I� ENLARGED PRE -CAST TRIM DETAILS (CALL OUT 33) 1 ll;lvm w 2 4 22 ENLARGED PATIO PLAN SCALE 3/8' 1'-0" *CURRENT SET AS OF 11 -20 -2008* FR =CA ll c< lE = C45T �ONCRETE 5LA5 2 ENLARGED PRE -CAST DETAILS ON COLUMN Ln ' 1 0 3/4I I c� I Io I I I i b m�I ' 9 0 c� 2'-2" 4 22 PATIO WALL SECTION SCALE 1- 1' -0- REFERENCE NOTES gg `< ..3 ., 0 F— U W M U Q M 0 �D r t` 0 00 W z 0 cD 0 00 cD 0 > N W H W z W a r W z ce 0 z 0 N In M SPRINGHILL SUITES ,�1�a r ott , W 0 W uj U U U V � W or. CL W o_ F- 0. act 0 0 N O N LL r c/) 0 cu Q p (D O � =w� Q0� U au) ~W cu z�-j —ate N ¢ °' U a z�� od wow :w �+ O _+ U O Q t6 U) °� z CL IoW u� J 0 V cvo) �za M (> Nam � U) rte. w m 111 ~ 2 u z- Q Z COOL W wFn �0 �wa-o • ❑ u; W U W Lu W � O U- a. = OLu _ a �mW W O Z V ? Z O U) Z W O Z _ ❑ co Q Q Q � LU V 0 W co Wit= Q W 2 U F- (7 z F- U' ~ ao W F- 00 g" Q z 0 I m Q O z I.L = m Ow w w 20m CL O =0 WZw Lu ��O W 0 W uj U U U V � W or. 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I i I I I 10 CD I I i I I N p I I I 2= 2 PATIO WALL 5ECTION 5CAtf 1'- I' -0' CCNCiR T LCC INT D MATCH IC CL U) ww U W �o w� o `l) U wZO � p z2w D H= cn Q � X V �cns' l.l.l co o w w � z cnQo � � w � O ZOO Z a o ry Cr- fir- co 53 o C) N O N r W Q cl) cn Q W °' r = W EE Q UO � O � I L >,- U�� O cu U oar U � Zcri� ¢ `� s.. z O �w Q "&-a tLS v im¢ SQ Q z t-- � wwU W � o � �Z� (A 0 „ (f) °ate O m Owl maw [ I t o Q Z oOV 1. W �j CL - � W zW W�� Cn ��o 53 o C) N O N r W Q cl) cn Q W °' r = W EE Q UO � O � I L >,- U�� O cu U oar U � Zcri� ¢ `� s.. z O �w Q "&-a tLS v im¢ SQ Q z t-- � wwU W � o � �Z� (A 0 „ (f) °ate O Q Z oOV 1. W �j 53 TOP OF PRECAST CONCRETE. WATER LEVEL 3" BELOW 9 "x9" "NO DIVING" AND DEPTH MARKER TILES ENLARGED INDOOR POOL 5ECT1 ON5 SCALE 3/8" = 1 AT 12" 0. C. .065 =ENED FINISH w z v� w Uw Qco �o w 0 JI LI IVV _ I- _� CERAMIC TILE BULLNOSE 2 "x2 ". TREADS TO BE NON -SLIP SURFACE. SEE INTERIOR FINISH INDEX. � ENLARGED INDOOR POOL STAIR SECTIONS SCALE 1/2" = 1' N I N 2)#4 REBARS SKIMMER LID TI LE SKIMMER LID FRAME 2)#3 REBARS OVER OPENING BULLNOSE COPING #4 REBARS EXTENSION TILE 7r EBARS EQUALIZER LINE PLASTER 3 INDOOR POOL SKIMMER DETAILS SCALE 3/4" = 1' SCALE ill = 1 ' ITTEN CORP. (MODEL —702) HYDRAULIC -RAPY LIFTER OR DROVED EQUAL. MATCHING SLEEVE D SEAT. INSTALL PER NUFACTURERS INSTRUCTIONS. TE: ')TALL HC LIFT ONLY REQUIRED BY STATE LOCAL JURISDICTION 6� ACCESSIBLE HOIST LIFT INDOOR POOL TOP OF PRECAST COPING WATER LEVEL 3" BELOW NICH GROUND BARE COPPER AND CLAMP LIGHT NICHE *CURRENT SET AS OF 11 -20 -2008* 2"x2" STRETCHER TILE. ONE ROW AT EACH STAIR NOSING d c 6 d ALL -WHITE WATER PROOF PLASTER BELOW TILE 4� INDOOR POOL 5TA1 K 5TEP5 DETAIL SCALE 1" - 1' 2 CONCRETE POOL DECK CONTINUOUS PRECAST W/ LIGHT BROOM FINISH CONCRETE COPING w /SLIP RESISTANT PITTED TEXTURE, SLOPE 1/8"-1/2" SAFETY HAND GRIP PER FOOT TO DRAIN e d o d dd ���Q �p e ms, . p d a s 0 Q_ ° O OO �/ o 0 O° °o °( �O ° ° O. D 309 �o 0 o ( � , ° �(( 1ff_ I R- `1 IYI V I Iq ° I O o k _ OOil - WATER M PROOF PLASTER o ��- I III BELOW TILE ° 0 0 - O0 ° 0 0 ( - 3 s �� A° °000� I - 5� INDOOR POOL DECK DETAIL SCALE 1" = 1' POOL OR SPA EDGE 6" RADIUS (TYP) BOTTOM OF POOL BEYOND I SLOPE TO DRAIN SLOPE TO DRAIN ff 1 — — — - 1 I( I I I I I III -1111 I I I �' ENLARGED INDOOR POOL DETAIL SCALE 1' = 1' 7 8 "x8" "NO DIVING" AND DEPTH MARKER TILES \I G S 3 854 SING S W/ TILE STEEL REFERENCE N OTE5 1. THE POOL DRAWINGS AND RELATED SPECIFICATIONS ARE TO BE CONSIDERED AS MEETING MINIMUM REQUIREMENTS WHICH MAY CHANGE AS A RESULT OF LOCAL CODE AND HEALTH DEPARTMENTS REQUIREMENTS. THE POOL CONTRACTOR IS RESPONSIBLE TO MAKE SURE THEIR BID INCLUDES REQUIREMENTS AS NECESSARY TO MEET STATE AND LOCAL CONDITIONS AND OBTAIN NECESSARY PERMITS FOR CONSTRUCTION. GAS AND ELECTRICAL EQUIPMENT IS SHOWN IN THE EQUIPMENT SCHEDULE - EQUIPMENT INSTALLER TO VERIFY UTILITY AVAILABILITY AND PROVIDE PROPER EQUIPMENT. CRITERIA NOTES D 0 -03 UNDERWATER POOL LIGHTING FIXTURE. QUANITY AND LOCATION PER POOL CONTRACTOR, D 1/2" EXPANSION MATERIAL WITH SEALANT 3D VAPOR BARRIER D STEEL LADDER 5D CERAMIC TILE, SEE FINISH SCHEDULE D GUNITE FINISH 7D MARKER TILES 8D UNGLAZED CERAMIC TILE TBD D HOIST SLEEVE FOR ACCESSIBLE LIFT 5YME3OL5 LEGEND 05 DOOR TAG O WINDOW TAG 318 FINISH TAG (SEE IFI) 10 ACCESSORY TAG 1A PARTITION /WALL TYPE TAG W O REVISION TAG TMr .z . - 1- - c- co, um III" U W U Q M a M M O M W z CD 0 CD co D 0 0 cz N W 0 W Z W Q r F- W z 0 z N M SPRINGHILL SUITES Aarnott, U) o ww U �O W O w(L U) (L = O�� F- mw 0 zF-z uj ^ J �ZO 0 Z 0 F U Q� LL X 0 OUP W cn w w ui w = F- U F-wD T Z a O 0 _F- m aF- � O .;,Oaf ¢ O z m ow uj Zoo uj =O °zw cn U) uj H�0O J co ° 0 N O N r U- 0 W 0o� Q0o U W < J Of Qo U � Lu w w 0ULu cu N U:D 0 Q Q d J _ � o o <� F-- cn 0 W�� L o W U W Zw 12m O voz 0 U) oz C _ QF- DIM, ��� cwnow V; C/� J C) U d F Z 0 CEO Z cc) O J (n ti N 0 ::w U) ` ~M � LU z z o o U FY z w w��0 � >OU — J U: Dcrd0 IMOA I ACUTE ENGINEERING P.C. STRUCTURAL NOTES DESIGN CRITERIA 1. Building code a. Governing code = 2006 IBC b. State amendments = Idaho Administrative Code (IDAPA) 07.03.01.004 2. Construction a. Construction type = Light -frame (wood sheathing) b. Construction classification = Type VA 3. Use and occupancy a. Unit type = Residential (transient) b. Occupancy classification = R -1 c. Occupancy category = II DEAD LOAD 1. Roof a. Roof top chord = 12 psf b. Roof bottom chord = 13 psf c. Roof total = 25 psf 2. Floor Ce = = 30 psf 3. Walls Ct = 1 a. Interior walls = 10 psf b. Exterior walls = 15 psf LIVE LOAD 1. Roof = 20 psf (or 300 lb point load) 2. Floor - Residential areas = 40 psf (or 300 lb point load) - Decks / balconies less than 100 sf = 100 psf (or 0 lb point load) - Stairs, exits, lobbies, corridors = 100 psf (or 300 lb point load) SNOW LOAD 1. Elevation = 4860 ft 2. Ground snow load Pg = 50 psf 3. Flat roof snow load 0.47 = Structural Fill (GW, GP, or GM) a. Exposure factor Ce = 1 b. Thermal factor Ct = 1 c. Occupancy importance factor Is = 1 d. Flat roof snow load Pf = 35 psf EARTHQUAKE DESIGN DATA 1. Mapped acceleration parameters WIND DESIGN DATA 1. Exposure category = C 2. Basic wind speed V = 90 mph 3. Occupancy importance factor Iw = 1 4. Internal pressure coeff. GCpi = 0.18 FOUNDATION DESIGN DATA 1. a. Latitude, Longitude = 43.8, - 111.81 Site class b. MCE short period Ss = 0.47 = Structural Fill (GW, GP, or GM) c. MCE 1.0 sec. period S1 = 0.16 2. Design acceleration parameters = 40 psf 0 b. At -rest a. Design short period SDS = 0.38 b. Design 1.0 sec. period SD1 = 0.17 c. Seismic design category = C 3. Equivalent Lateral Force Procedure 6. Minimum frost cover 4. Seismic force - resisting system = Light -frame (wood sheathing) vJ a. Response modification factor R = 6.5 b. System overstrength factor Omega = 3 c. Deflection amplification factor Cd = 4 �� � ^ VJ d. Building height limit = None 5. Occupancy importance factor le = 1 6. Seismic response coefficient Cs = 0.06 7. Seismic base shear (LRFD) V = 131763 lb WIND DESIGN DATA 1. Exposure category = C 2. Basic wind speed V = 90 mph 3. Occupancy importance factor Iw = 1 4. Internal pressure coeff. GCpi = 0.18 FOUNDATION DESIGN DATA 1. Geotechnical report = J. Paul Bastian, P.E., May 8, 2008 2. Site class = C 3. Soil classification types = Structural Fill (GW, GP, or GM) 4. Lateral earth pressure Q a. Active = 40 psf 0 b. At -rest = 60 psf 5. Allowable foundation parameters a. Allowable soil bearing = 3000 psf b. Allowable lateral bearing = 200 psf m c. Coefficient of friction = 0.35 6. Minimum frost cover = 36 in. GENERAL 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in responsible charge. 2. General notes and typical details are provided as a supplement to the construction documents and apply where specific notes and details are not available. Specific notes and structural details shall take precedence over general notes and typical details. Structural requirements shown in the framing plans and in structural details shall take precedence over structural notes indicated in architectural sections. 3. Printed dimensions shall take precedence over scales shown on construction documents. The registered design professional in responsible charge does not warrant the accuracy of scaled dimensions. 4. Approval by the inspector does not imply approval by the registered design professional in responsible charge. Structural specifications that are unclear or ambiguous shall be referred to the registered design professional in responsible charge for interpretation or clarification. 5. The registered design professional in responsible charge assumes no liability for the accuracy, completeness, or code compliance of architectural, electrical, mechanical, drainage, or other non - structural specifications. 6. Omissions in and conflicts between the various elements of the construction documents shall be brought to the immediate attention of the registered design professional in responsible charge and shall be resolved by the same before proceeding with any work involved. 7. Requests for substitutions shall be submitted in writing to the registered design professional in responsible charge and shall include the reasons for the request and any cost differentials. Substitutions are not allowed unless approved in writing by the registered design professional in responsible charge. 8. The contractor shall become familiar with all portions of the construction documents and shall insure that all subcontractors are familiar with those portions pertaining to their area of work. The contractor shall verify all site conditions, dimensions, elevations, coordinate all doors, windows, non - bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfer, kerfs, and so forth, and immediately notify the registered design professional in responsible charge regarding actual conditions which are not in agreement with the construction documents. 9. The contractor is responsible for the method, means, and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 10. The contractor is responsible for standard connections, unless noted otherwise. The contractor shall obtain additional assistance from the registered design professional in responsible charge for non - standard connections. DEFERRED SUBMITTALS 1. The following portions of the design are to be submitted to the building official subsequent to the time of application (deferred submittals): 1.1. Truss submittal package by truss designer. The package shall consist of design drawings of each individual truss, the truss placement diagram for the project, and the truss member permanent bracing specification (2)06 IBC 2303.4). 2. Deferred submittals shall have the prior approval of the building official (2006 IBC 106.3.4.2). rr submittal documents shall b submitted to the registered i n profe in responsible ch 3. Def e ed sub tta docu a is s a e e design r age who h II review and forward them to the building official with a notation indicating s a e a g g that the documents have been reviewed and found to be in general conformance to the design of the building (2006 IBC 106.3.4.2). 4. Deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official (2006 IBC 106.3.4.2). Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineefing.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 SOIL AND FOUNDATIONS 1. Foundation and soils investigations shall conform to 2006 IBC 1802. Excavation, grading and fill shall conform to 2006 IBC 1803. Footings and foundations shall be constructed in accordant with 2006 IBC 1805. 2. Where required, the owner shall submit a foundation and soils investigation report to the building official in accordance with 2006 IBC 1802. The contractor shall inform the registered design professional in responsible charge if the soil conditions are not consistent with the investigation report and the foundation design data. 3. Excavations for any purpose shall not remove lateral support from any footing or foundation without first underpinning or protecting the footing or foundation against settlement or lateral translation (2006 IBC 1803.1). 4. Excavation outside the foundation shall be backfilled with soil that is free of organic material, construction debris, cobbles and boulders or with soil that is a controlled low- strength material (CLSM). The backfill shall be placed in lifts and compacted, in a manner that does not damage the foundation or the waterproofing or dampproofing material (2006 IBC 1803.2). 5. The ground immediately adjacent to the foundation shall have a 5- percent slope away from the building for a minimum distance of 10 feet measured perpendicular to the face of the foundation wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5- percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Impervious surfaces within 10 feet of the building foundation shall have a minimum 2- percent slope (2006 IBC 1803.3). 6. Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material and CLSM shall conform to 2006 IBC 1803.5 and 2006 IBC 1803.6, respectively (2006 IBC 1805.1). 7. The top surface of the footings shall be level. The bottom surface of footings is permitted to have a maximum 10- percent slope. Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground has more than a 10- percent slope (2006 IBC 1805.1). 8. The minimum depth of footings below the undisturbed ground surface shall be 12 inches. Foundation walls, piers and other permanent supports shall be extended below the frost line, except where otherwise protected from frost (2006 IBC 1805.2). 9. The placement of footings on or adjacent to 33- percent slopes and steeper shall conform to 2006 IBC 1805.3. 10. Floors of basements shall be placed over base course not less than 4 inches in thickness and a drain shall be installed around the foundation perimeter that consists of gravel or crushed stone containing not more than 10- percent material that passes through a No. 4 sieve (2006 IBC 1807.4). 11. Backfill shall not be placed against a foundation wall until the wall has sufficient strength and is anchored to the floor above, or is sufficiently braced to prevent damage by the backfill, except bracing is not required for wall supporting less than 4 feet of unbalanced backfill (R404.1.7). CONCRETE 1. Concrete materials, quality control, and construction shall comply with 2006 IBC Chapter 19 and ACI 318 -05. 2. Compressive strength (minimum specified at 28 days) 2.1. Footings: 2,500 psi (2006 IBC 1805.4.2.1) 2.2. Interior floor slabs on grade: 4,000 psi 2.3. Exterior floor slabs on grade: 4,000 psi (2006 IBC Table 1904.2.2) 2.4. Suspended slabs: 4,000 psi (2006 IBC Table 1904.2.2) 2.5. Walls for Group R occupancies and appurtenances that are less than four stories in height: 3,000 psi (2006 IBC Table 1904.2.2) 2.6. Walls for other occupancies: 4,000 psi (2006 IBC Table 1904.2.2) 3. Materials 3.1. Cements (ASTM C 150). Concrete exposed to freezing and thawing or deicing chemicals shall conform to the maximum water- cementitious material ratios and minimum compressive strength requirements of ACI 318 -05 Table 4.2.2. 3.2. Aggregates (ASTM C 33): nominal maximum size of coarse aggregate shall not be larger than 1/5 the narrowest dimension between forms, nor 1/3 the depth of slabs, nor 314 the minimum clear spacing between reinforcing bars or wires, tendons, or ducts (ACI 318 -05 3.3.2). 3.3. Water used in mixing concrete shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to concrete or reinforcement (ACI 318 -05 3.4.1 -3). 3.4. Admixtures shall be subject to prior approval by the registered design professional in responsible charge (ACI 318 -05 3.6.1). 3.5. Concrete exposed to freezing and thawing or deicing chemicals shall be air - entrained with air content indicated in ACI 318 -05 Table 4.2.1. Tolerance on air content as delivered shall be plus /minus 1.5 percent (ACI 318 -05 4.2.1). 4. Steel Reinforcement 4.1. Deformed bars: fy = 60 ksi (ASTM A 615) 4.2. Welded plain wire: fy = 60 ksi (ASTM A 185) 4.3. At the time concrete is placed, reinforcement shall be free from mud, oil, or other nonmetallic coatings that decrease bond (ACI 318 -05 7.4.1). 4.4. Reinforcement shall be accurately placed and adequately supported before concrete is placed, and shall be secured against displacement (ACI 318 -05 7.5.1). 4.5. Details of reinforcement shall conform to 2006 IBC 1907. 5. Minimum concrete cover (ACI 318 -05 7.7.1) 5.1. Concrete cast against and exposed to soil: 3 inches 5.2. Concrete exposed to soil or weather: 2 inches 5.3. Concrete not exposed to soil or weather: 1.5 inches 6. Forms shall be removed in a manner as not to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation (ACI 318 -05 6.2.1). 7. Conduits, pipes, and sleeves of any material not harmful to concrete and within the limitations of ACI 318 -05 6.3 shall be approved by the registered design professional in responsible charge (ACI 318-05 6.3.1). 8. Construction joints shall be so made and located as not to impair the strength of the structure (ACI 318-05 6.3.1). 9. The thickness of concrete floor slabs on grade shall not be less than 3.5 inches. A 6 -mil polyethylene vapor retarder with joints lapped not less than 6 inches (or an equivalent material) shall be placed between the base course or subgrade and the concrete floor slab, except a vapor retarder is not required in detached utility buildings or other unheated facilities (2006 IBC 1910.1). MASONRY 1. Masonry materials, construction, and quality shall conform to 2006 IBC 2103 -2105 and ACI 530 -05. 2. Compressive strength: f'c = 1,500 psi (2006 IBC Table 2105.2.2.1.2) 3. Bed joint thickness: 5/8 inch maximum (2006 IBC 2105.2.2.1.2) 4. Mortar (ASTM C 270) 4.1. Type S (ACI 530 -05 1.14.6.6) 4.2. Compressive strength: f'c = 1,900 psi (2006 IBC Table 2105.2.2.1.2) 5. Grout (ASTM C 476) 5.1. Type: fine or coarse (2006 IBC 2103.12) 5.2. Compressive strength: f'c = 2,000 psi (ASTM C 1019) 6. Steel reinforcement 6.1. Deformed bars: fy = 60 ksi (ASTM A 615 Gr. 60) 7. Wall construction shall consist of 8" nominal concrete masonry units (CMU)(ASTM C90) unless noted otherwise. 8. Grout shall have an W -11" slump using a 3/8" maximum aggregate. Grout lifts shall not exceed 5 feet in height unless noted otherwise. Consolidate by mechanical vibration pours that exceed 12 inches in height. 9. The clear distance between parallel bars shall not be less than the nominal diameter of the bars, nor less than 1 inch (ACI 530 -05 1.13.3.1). 10. The diameter of bend measured on the inside of reinforcing bars, other than for stirrups and ties, shall not be less than 6 bar diameters (ACI 530 -05 1.13.6). MASONRY AND STONE VENEER. 1. Masonry veneer materials, construction, and quailty shall conform to 2006 IBC 2103 -2105 and ACI 530 -5 Chp. 6. 2. Lintels 2.1. Veneer shall not support any vertical load other than the dead load of the veneer above. Veneer above openings shall be supported on lintels of noncombustible materials. The lintels shall have 1 inch of bearing for each 1 foot of span, but not less than 4 inches of bearing. 3. Anchorage 3.1. Veneer shall be anchored to the supporting wall with hot - dipped galvanized Hohmann & Barnard DW - 1 OHS anchor system (or equivalent) metal ties. 3.2. Engage all anchor ties with a No. 9 gage wire in the center of the veneer and embedded in the mortar joint. 3.3. Each tie shall be spaced not more than 16 inches on center horizontally and vertically and shall support not more than 2 square feet of wall area. Additional metal ties shall be provided around all wall openings greater than 16 inches in either dimension. EPDXY ADHESIVES 1. Epoxy adhesive anchoring systems shall be installed according to the manufacture's instructions. 2. Application 2.1. Concrete: Hilti HIT -RE 500 -SD (ICC ES ESR -2322) 2.2. Masonry: Hilti HIT -HY 150 -MAX (ICC ES ESR -1967) 3. Hole cleaning method shall be based on drilling method and borehole conditions and shall conform to the manufacture's instructions ( Hilti Product Technical Guide, page 254). 4. Embedded portions of steel reinforcement and rods shall be clean, straight, and free of mill scale, rust and other coatings that impair the bond with the adhesive. Reinforcement must not be bent after installation ([CC ES ES R- 2322). WOOD 1. Wood materials, quality, and construction shall conform to 2006 IBC Chapter 23 and Table 2304.9.1. 2. Structural lumber (2006 IBC 2303.1.1 -8, 2005 NDS) 2.1. Bearing walls: Douglas -Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.2. Posts: Douglas -Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.3. Beams and headers: Douglas -Fir Larch (DF) No. 2 (ASTM D 1990, DOC PS 20) 2.4. Heavy timber: Douglas -Fir Larch (DF) No. 1 (ASTM D 1990, DOC PS 20) 2.5. Sill plates: Preservative - treated wood, redwood (AWPA U1 M4) 2.6. Naturally durable or preservative- treated wood shall be used where structural lumber is 18 inches or closer to exposed ground; where structural lumber is attached directly to exterior masonry or concrete walls below grade; where sleepers, sills, posts, and columns are on a concrete or masonry slab or footing that is in direct contact with earth; and where structural lumber is attached directly to exterior masonry or concrete walls, unless a 0.5 inch air space on top, sides, and end is provided (2006 IBC 2304.11). 3. Structural logs (ASTM D 3957) 4. Structural glued - laminated timber (2006 IBC 2303.1.3,2005 NDS 5.1.1) 4.1. Single span: 24F -1.8E (24F -V4) (ASTM D 3737, ANSI /AITC A190.1) 4.2. Multiple span: 24F -1.8E Balanced layup (24F -V8) (ASTM D 3737, ANSI /AITC A190.1) 4.3. Cantilever span: 24F -1.8E Balanced layup (24F -V8) (ASTM D 3737, ANSI /AITC A190.1) 5. Structural composite lumber and engineered wood (2005 NDS 8.1.1) 5.1. Laminated strand lumber (LSL) 5.1.1. Ex = 1.3E (ASTM D 5456) 5.1.2. Ex = 1.55E (ASTM D 5456) 5.1.3. 1.125 inch APA Performance -Rated (or equivalent) rim board 5.2. Laminated veneer lumber (LVL) 5.2.1. Ex = 1.9E (ASTM D 5456) 5.3. Parallel strand lumber (PSL) 5.3.1. Ex = 2.0E (beams) (ASTM D 5456) 5.3.2. Ex = 1.8E (columns) (ASTM D 5456) 5.4. Prefabricated wood 1 -joist (2006 IBC 2303.1.2,2005 NDS 7.1.1) (ASTM D 5055) 6. Wood structural panels (2006 IBC 2304.7.1, 2005 NDS 9.1.3) 6.1. Roof, floor, and wall sheathing: oriented strand board (OSB) (DOC PS 1,2). 6.2. Sheathing shall be manufactured with exterior glue and not less than 4X8 feet, except at boundaries and at changes in framing (2006 IBC 2305.2.4). 6.3. Wall sheathing 6.3.1. Oriented strand board (OSB) (DOC PS 1,2) 6.3.2. All panel joints in walls shall occur over studs or blocking using a minimum of 8d common nails spaced a maximum of 6 inches at panel edges and 12 inches at intermediate framing (2006 IBC 2306.2.1). 6.4. Roof and floor sheathing shall be placed perpendicular to supporting framing. Stagger sheathing joints. 7. Fasteners 7.1. Nails (2006 IBC 2303.6, 2005 NDS Table L4) 7.1.1. 8d common = 0.131 X2.5 inch (ASTM F 1667) 7.1.2. 10d common = 0.148 X3 inch (ASTM F 1667) 7.1.3. 16d common = 0.162 X3.5 inch (ASTM F 1667) 7.1.4. 20d box = 0.148 X4 inch (ASTM F 1667) 7.1.5. 30d box = 0.148 X4.5 inch (ASTM F 1667) 7.2. Staples (2006 IBC 2303.6) 7.2.1. 14 gage = 1.5X0.4375 inch crown) (ASTM F 1667) 7.2.2. 16 gage = 1.5X0.4375 inch crown) (ASTM F 1667) 7.3. Power - driven pins (2006 IBC 2304.9) 7.3.1. Concrete drive pin = 0.145X2.5 inch with pre - assembled washer (ASTM A 51 0) 7.3.2. Steel drive pin = 0.145X2 inch (ASTM A 51 0) 7.4. Bolts (2005 NDS 11.1.2, Table 1_11) 7.4.1. Connector bolts (A307) 7.4.2. Anchor bolts (A307) with a 3X3X0.229 inch washer (2006 IBC 2305.3.1 1) 7.4.3. Bolt holes shall be drilled with a bit 1/32 inch to 1/16 inch larger than the nominal bolt diameter. 7.5. Lag Screws (2005 NDS 11.1.3, Table L2) (A307) 7.5.1. Lag screws shall be inserted in a drilled pilot hole that is 60 0 /6-75% of the shank diameter by turning with a wrench. Do not drive screws with a hammer. Lag screws shall be provided with an oversized washer. 7.6. Fasteners in preservative- treated and fire - retardant - treated wood shall be of hot dipped zinc - coated galvanized steel, silicon bronze or copper (2006 IBC 2304.9.5). 7.7. Sheathing fasteners shall be driven so the head or crown is flush with the sheathing surface (2006 IBC 2304.9.2). 8. Joist hangers and connectors (2006 IBC 1715) 8.1. Hanger hardware and other wood connections shall be designed to carry the capacity of the supporting members. 9. Floor framing (2006 IBC 2308.8) 9.1. Joists shall not have less than 1.5 inches of bearing on wood or metal, or less than 3 inches on masonry (2006 IBC 2308.8.1). Pre - fabricated wood 1- joists shall have minimum bearing according to the manufacture's recommendations and specifications. 9.2. Joists shall be supported laterally at the ends and at each support by full -depth solid blocking, except where nailed to a header. Solid blocking shall not be less than 2 inches thick (2006 IBC 2308.8.2). 9.3. Where the nominal depth -to- thickness ratio of the framing member exceeds 6:1, there shall be one line of bridging for each 8 feet of span. Bridging shall consist of not less than 1X3 inch lumber, metal bracing, or full -depth solid blocking (2006 IBC 2308.8.5). 9.4. Notches on the ends of joists shall not exceed one -fourth the joist depth. Holes bored in joists shall not be within 2 inches of the top or bottom of the joist. Notches in the top or bottom of joists shall not exceed one -sixth the depth and shall not be located in the middle third of the span (2006 IBC 2308.8.2). 9.5. The diameter of holes bored or cut into structural floor members shall not exceed one -third the depth of the member, member. Holes shall not be closer than 2 inches to the top or bottom o f the or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch (R502.8.1). 10. Wall framing (2006 IBC 2308.9) 10.1. Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall in installed at each corner of an exterior wall (2006 IBC 2308.9.2). 10.2. Bearing and exterior wall studs shall be capped with 2 -inch thick nominal double top plates. Have a width at least equal to the width of the studs, and shall be installed to provide overlapping at corners and intersections with other partitions. End joints in partitions shall be offset at least 48 inches, and shall be nailed with not less than eight 16d common face nails on each side of the joint. Plates shall have a width at least equal to the width of the studs (2006 IBC 2308.9.2.1). 10.3. In nonbearing walls and partitions studs shall be capped with no less than a single top plate installed to provide overlapping at corners and at intersections with other walls and partitions. The plate shall be continuously tied at joints by solid blocking at least 16 inches in length and equal in size to the plate or metal ties with spliced sections fastened on each side of the joint (2006 IBC 2308.9.2.3). 10.4. Studs shall have full bearing on a 2 -inch thick nominal (or larger) bottom plate or sill having a width at least equal to the width of the stud (2006 IBC 2304.3.1). 10.5. Bearing partitions parallel to joists shall be supported on beams, girders, doubled joists, walls or other bearing partitions. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless noted otherwise (2006 IBC 2308.8.4). 10.6. In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25 percent of its width. In nonbearing partitions, cutting or notching of studs to a depth of not greater than 40 percent of the width is permitted (2006 IBC 2308.9.10). 10.7. A hole with a diameter not greater than 40 percent of the stud width is permitted to be bored in any wood stud. In no case shall the edge of the bored hole be nearer than 0.625 inches to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch (2006 IBC 2308.9.11). 11. Posts and columns 11.1. Columns shall be as wide as the member they support, laterally supported at all floor levels, and extend down through the structure to the foundation. Provide squash blocking at rim joist below all columns, trimmers, and posts. 11.2. Wood columns and posts shall be framed to provide full end bearing (2006 IBC 2304.9.7). 11.3. Posts and columns shall be supported by concrete piers or metal pedestals projecting above concrete or masonry floors or decks exposed to weather or water splash, or in basements, and which support permanent structures, unless naturally durable or preservative- treated wood is used. The pedestal shall project at least 6 inches above exposed earth and at least 1 inch above floors. 12. Roof and ceiling framing (2006 IBC 2308.10). 12.1. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement in accordance with 2006 IBC 2308.8.5 (2006 IBC 2308.10.6). 12.2. Rafters and joists over three feet long shall be supported using hanger hardware if not supported by bottom bearing. WOOD TRUSSES 1. Wood trusses shall be designed in accordance with 2006 IBC Section 2303.4 and shall conform to the structural specifications and design criteria. 2. The truss designer shall provide a truss package that includes the following items: 2.1. Design drawings of each individual truss (2006 IBC 2303.4.1.2). 2.2. Truss placement diagram for the project (2006 IBC 2303.4.1.3). 2.3. Truss member permanent bracing specification (2006 IBC 2303.4.1.5). 3. Transfer of loads and anchorage of each truss to the supporting structure shall be approved by the registered design professional in responsible charge (2006 IBC 2303.4.1.6). 4. Truss members and components shall not be cut, notched, drilled, spliced of otherwise altered in any way without written concurrence and approval of the registered design professional in responsible charge. Alterations resulting in the addition of loads to any member (e.g. HVAC equipment) shall not be permitted without verification that the truss is capable of supporting such additional loading (2006 IBC 2303.4.1.7). STEEL 1. Structural steel work shall conform to 2006 IBC 2205, AISC 341 -05, AISC 358 -05, and AISC 360 -05. 2. Structural shapes 2.1. W: fy = 50 ksi (ASTM A992) 2.2. M,S,C,MC, and L: fy = 36 ksi (ASTM A36) 2.3. HP: fy = 50 ksi (ASTM A572 Gr. 50) 2.4. HSS Rectangular: fy = 46 ksi (ASTM A500 Gr.B) 2.5. HSS Round: fy = 42 ksi (ASTM A500 Gr.B) 2.6. Pipe: fy = 35 ksi (ASTM A53 Gr.B) 2.7. All structural steel shall be properly primed and painted. 3. Plates and bars: fy = 36 ksi (ASTM A36) 4. Structural fasteners 4.1. High - strength bolts: fu = 105 -150 ksi (ASTM A325, A490) 4.2. Common bolts: fu = 60 ksi (ASTM A307 Gr. A) 4.2.1. Nuts (ASTM A563) 4.2.2. Washers (ASTM F436) 4.2.3. Steel to steel bolted connections shall be made with high strength - bolts, unless noted otherwise. Bolts shall carry the identifying mark of three radial lines. All other bolted connections shall be made with bolts and nuts conforming to ASTM A307 unless note otherwise. Bolted connections shall be tightened and shall have washers as required by AISC unless noted otherwise. Enlarging holes shall be accomplished by means of reaming. Do not use a torch on any bolt holes. 4.3. Shear studs: fu = 65 ksi (ASTM A108) 4.4. Threaded rods: fy = 36 ksi (ASTM A36) 4.5. Anchor rods: fy = 36 ksi (ASTM F1554 Gr. 36 or A307) 5. Steel deck fy = 36 ksi (ASTM A611) 6. Welding fu = 70 ksi. 6.1. Welding work shall comply with the American Welding Society (AWS) "Structural Welding Code," excluding items conflicting with AISC requirements. COLD - FORMED STEEL 1. Cold- formed (light gage) steel work shall conform to 2006 IBC 2210 and AISI -2004 standards. 2. Cold- formed steel strength: fy = 33 ksi, unless noted otherwise. STATEMENT OF SPECIAL INSPECTIONS 1. Special inspections shall conform to 2006 IBC 1704. Special inspections are not required for occupancies in Group R -3, occupancies in Group U that are accessory to a residential occupancy, and work of a minor nature, unless otherwise required by the building official (2006 IBC 1704.1). 2. The owner shall employ one or more special inspectors to provide inspections during construction where special inspections are required. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection (2006 IBC 1704.1). 3. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work (2006 IBC 1704.1.2). 4. Special inspections shall be required for proposed work that is, in the opinion of the building official, unusual in nature, such as, but not limited to, construction materials and systems that are alternatives to materials and systems prescribed by code and materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in code (2006 IBC 1704.13). 5. Soils 5.1. Special inspections for existing site soil conditions, fill placement, and load- bearing requirements shall be as required by 2006 IBC 1704.7 and 2006 IBC Table 1704.7. The approved soils report, required by 2006 IBC 1802.2, and the documents prepared by the registered design professional in responsible charge shall be used to determine compliance. During fill placement, the special inspector shall determine that proper materials and procedures are used in accordance with the provisions of the approved soils report, as specified in 2006 IBC 1803.5. Special inspection is not required during placement of controlled fill having a total depth of 12 inches or less (2006 IBC 1704.7). 6. Concrete 6.1. Special inspections for concrete construction shall conform to 2006 IBC 1704.4 and 2006 IBC Table 1704.4. 6.2. Special inspections are not required for isolated spread concrete footings of buildings three stories or less in height that are fully supported on earth or rock, or for continuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where (1) the footings h 2 support walls of light -frame construction, (2) the footings are designed in accordance with 00 6 IBC Table 1805.4.2, or (3) the structural design of the footing is based on a specified compressive strength no greater than 2,500 psi, regardless of the compressive strength specified in the construction documents or used in the footing construction. Special inspections are not required for nonstructural concrete slabs on grade, including pre- stressed slabs on grade, where the effective pre- stress in the concrete is less than 150 psi. Special inspections are not required for concrete foundation walls constructed in accordance with 2006 IBC Table 18015(5), or for concrete patios, driveways and sidewalks on grade (2006 IBC 1704.4). 7. Wood 7.1. Special inspection is required for wood shear walls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic - force - resisting system, where the fastener spacing of the sheathing is more than 4 inches on center (2006 IBC 1707.3). 7.2. The special inspector shall inspect high -load diaphragms built on site and designed in accordance with 2006 IBC Table 2306.3.2. The special inspector shall inspect the wood structural panel sheathing to ascertain whether it is of the grade and thickness shown on the approved building plans. The special inspector must verify the nominal size of framing. The special inspector shall inspect members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agrees with the approved building plans (2006 IBC 1704.6.1). 8. Steel 8.1. Special inspections for steel elements shall be as required by 2006 IBC 1704.3 and 2006 IBC Table 1704.3. 8.2. Special inspection of the steel fabrication process shall not be required where the fabricator does not perform any welding, thermal cutting or heating operation of any kind as part of the fabrication process. In such cases, the fabricator shall be required to submit a detailed procedure for material control that demonstrates the fabricator's ability to maintain suitable records and procedures such that, at any time during the fabrication process, the material specification, grade and mill test reports for the main stress - carrying elements are capable of being determined (2006 IBC 1704.3). 8.3. If welding materials, procedures, and qualifications of welders are verified prior to the start of the work; periodic inspections are made of the work in progress; and a visual inspection of all welds is made prior to completion or prior to shipment of shop welding, then the special inspector need not be continuously present during welding of the following items: (1) single -pass fillet welds not exceeding 5/16 inch in size, (2) floor and roof deck welding, (3) welded studs when used for structural diaphragm, (4) welded sheet steel for cold- formed steel framing members and (5) welding of stairs and railing systems (2006 IBC 1704.3). 9. Masonry 9.1. Special inspections for masonry elements shall comform to 2006 IBC 1704.5 and 2006 IBC Table 1704.5.1 10. Architectural components r., D 10.1. Periodic special inspection is required during the erection and fastenin ,,of.exterior,cladding and v " p q g g OS E q � �YF� except for architectural components in structures 30 feet or less in height, or for ctaddirfig and ve0r 11 weighing 5 psf or less (2006 IBC 1707.7). t . N � n: < .. Q. ( W7 4 L. -. O '�'� �� kr q \� � T i 0� ®� �.�. 9Cl. NS �, ° O I Q 0 O Z � Q 0 Vl W m O x W Z vJ Q W U �� � ^ VJ J It I f- y VJ 0 i ' Z ♦♦ VJ 0 m X W ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 SOIL AND FOUNDATIONS 1. Foundation and soils investigations shall conform to 2006 IBC 1802. Excavation, grading and fill shall conform to 2006 IBC 1803. Footings and foundations shall be constructed in accordant with 2006 IBC 1805. 2. Where required, the owner shall submit a foundation and soils investigation report to the building official in accordance with 2006 IBC 1802. The contractor shall inform the registered design professional in responsible charge if the soil conditions are not consistent with the investigation report and the foundation design data. 3. Excavations for any purpose shall not remove lateral support from any footing or foundation without first underpinning or protecting the footing or foundation against settlement or lateral translation (2006 IBC 1803.1). 4. Excavation outside the foundation shall be backfilled with soil that is free of organic material, construction debris, cobbles and boulders or with soil that is a controlled low- strength material (CLSM). The backfill shall be placed in lifts and compacted, in a manner that does not damage the foundation or the waterproofing or dampproofing material (2006 IBC 1803.2). 5. The ground immediately adjacent to the foundation shall have a 5- percent slope away from the building for a minimum distance of 10 feet measured perpendicular to the face of the foundation wall. If physical obstructions or lot lines prohibit 10 feet of horizontal distance, a 5- percent slope shall be provided to an approved alternative method of diverting water away from the foundation. Impervious surfaces within 10 feet of the building foundation shall have a minimum 2- percent slope (2006 IBC 1803.3). 6. Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material and CLSM shall conform to 2006 IBC 1803.5 and 2006 IBC 1803.6, respectively (2006 IBC 1805.1). 7. The top surface of the footings shall be level. The bottom surface of footings is permitted to have a maximum 10- percent slope. Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground has more than a 10- percent slope (2006 IBC 1805.1). 8. The minimum depth of footings below the undisturbed ground surface shall be 12 inches. Foundation walls, piers and other permanent supports shall be extended below the frost line, except where otherwise protected from frost (2006 IBC 1805.2). 9. The placement of footings on or adjacent to 33- percent slopes and steeper shall conform to 2006 IBC 1805.3. 10. Floors of basements shall be placed over base course not less than 4 inches in thickness and a drain shall be installed around the foundation perimeter that consists of gravel or crushed stone containing not more than 10- percent material that passes through a No. 4 sieve (2006 IBC 1807.4). 11. Backfill shall not be placed against a foundation wall until the wall has sufficient strength and is anchored to the floor above, or is sufficiently braced to prevent damage by the backfill, except bracing is not required for wall supporting less than 4 feet of unbalanced backfill (R404.1.7). CONCRETE 1. Concrete materials, quality control, and construction shall comply with 2006 IBC Chapter 19 and ACI 318 -05. 2. Compressive strength (minimum specified at 28 days) 2.1. Footings: 2,500 psi (2006 IBC 1805.4.2.1) 2.2. Interior floor slabs on grade: 4,000 psi 2.3. Exterior floor slabs on grade: 4,000 psi (2006 IBC Table 1904.2.2) 2.4. Suspended slabs: 4,000 psi (2006 IBC Table 1904.2.2) 2.5. Walls for Group R occupancies and appurtenances that are less than four stories in height: 3,000 psi (2006 IBC Table 1904.2.2) 2.6. Walls for other occupancies: 4,000 psi (2006 IBC Table 1904.2.2) 3. Materials 3.1. Cements (ASTM C 150). Concrete exposed to freezing and thawing or deicing chemicals shall conform to the maximum water- cementitious material ratios and minimum compressive strength requirements of ACI 318 -05 Table 4.2.2. 3.2. Aggregates (ASTM C 33): nominal maximum size of coarse aggregate shall not be larger than 1/5 the narrowest dimension between forms, nor 1/3 the depth of slabs, nor 314 the minimum clear spacing between reinforcing bars or wires, tendons, or ducts (ACI 318 -05 3.3.2). 3.3. Water used in mixing concrete shall be potable, clean and free from injurious amounts of oils, acids, alkalis, salts, organic materials, or other substances deleterious to concrete or reinforcement (ACI 318 -05 3.4.1 -3). 3.4. Admixtures shall be subject to prior approval by the registered design professional in responsible charge (ACI 318 -05 3.6.1). 3.5. Concrete exposed to freezing and thawing or deicing chemicals shall be air - entrained with air content indicated in ACI 318 -05 Table 4.2.1. Tolerance on air content as delivered shall be plus /minus 1.5 percent (ACI 318 -05 4.2.1). 4. Steel Reinforcement 4.1. Deformed bars: fy = 60 ksi (ASTM A 615) 4.2. Welded plain wire: fy = 60 ksi (ASTM A 185) 4.3. At the time concrete is placed, reinforcement shall be free from mud, oil, or other nonmetallic coatings that decrease bond (ACI 318 -05 7.4.1). 4.4. Reinforcement shall be accurately placed and adequately supported before concrete is placed, and shall be secured against displacement (ACI 318 -05 7.5.1). 4.5. Details of reinforcement shall conform to 2006 IBC 1907. 5. Minimum concrete cover (ACI 318 -05 7.7.1) 5.1. Concrete cast against and exposed to soil: 3 inches 5.2. Concrete exposed to soil or weather: 2 inches 5.3. Concrete not exposed to soil or weather: 1.5 inches 6. Forms shall be removed in a manner as not to impair safety and serviceability of the structure. Concrete exposed by form removal shall have sufficient strength not to be damaged by removal operation (ACI 318 -05 6.2.1). 7. Conduits, pipes, and sleeves of any material not harmful to concrete and within the limitations of ACI 318 -05 6.3 shall be approved by the registered design professional in responsible charge (ACI 318-05 6.3.1). 8. Construction joints shall be so made and located as not to impair the strength of the structure (ACI 318-05 6.3.1). 9. The thickness of concrete floor slabs on grade shall not be less than 3.5 inches. A 6 -mil polyethylene vapor retarder with joints lapped not less than 6 inches (or an equivalent material) shall be placed between the base course or subgrade and the concrete floor slab, except a vapor retarder is not required in detached utility buildings or other unheated facilities (2006 IBC 1910.1). MASONRY 1. Masonry materials, construction, and quality shall conform to 2006 IBC 2103 -2105 and ACI 530 -05. 2. Compressive strength: f'c = 1,500 psi (2006 IBC Table 2105.2.2.1.2) 3. Bed joint thickness: 5/8 inch maximum (2006 IBC 2105.2.2.1.2) 4. Mortar (ASTM C 270) 4.1. Type S (ACI 530 -05 1.14.6.6) 4.2. Compressive strength: f'c = 1,900 psi (2006 IBC Table 2105.2.2.1.2) 5. Grout (ASTM C 476) 5.1. Type: fine or coarse (2006 IBC 2103.12) 5.2. Compressive strength: f'c = 2,000 psi (ASTM C 1019) 6. Steel reinforcement 6.1. Deformed bars: fy = 60 ksi (ASTM A 615 Gr. 60) 7. Wall construction shall consist of 8" nominal concrete masonry units (CMU)(ASTM C90) unless noted otherwise. 8. Grout shall have an W -11" slump using a 3/8" maximum aggregate. Grout lifts shall not exceed 5 feet in height unless noted otherwise. Consolidate by mechanical vibration pours that exceed 12 inches in height. 9. The clear distance between parallel bars shall not be less than the nominal diameter of the bars, nor less than 1 inch (ACI 530 -05 1.13.3.1). 10. The diameter of bend measured on the inside of reinforcing bars, other than for stirrups and ties, shall not be less than 6 bar diameters (ACI 530 -05 1.13.6). MASONRY AND STONE VENEER. 1. Masonry veneer materials, construction, and quailty shall conform to 2006 IBC 2103 -2105 and ACI 530 -5 Chp. 6. 2. Lintels 2.1. Veneer shall not support any vertical load other than the dead load of the veneer above. Veneer above openings shall be supported on lintels of noncombustible materials. The lintels shall have 1 inch of bearing for each 1 foot of span, but not less than 4 inches of bearing. 3. Anchorage 3.1. Veneer shall be anchored to the supporting wall with hot - dipped galvanized Hohmann & Barnard DW - 1 OHS anchor system (or equivalent) metal ties. 3.2. Engage all anchor ties with a No. 9 gage wire in the center of the veneer and embedded in the mortar joint. 3.3. Each tie shall be spaced not more than 16 inches on center horizontally and vertically and shall support not more than 2 square feet of wall area. Additional metal ties shall be provided around all wall openings greater than 16 inches in either dimension. EPDXY ADHESIVES 1. Epoxy adhesive anchoring systems shall be installed according to the manufacture's instructions. 2. Application 2.1. Concrete: Hilti HIT -RE 500 -SD (ICC ES ESR -2322) 2.2. Masonry: Hilti HIT -HY 150 -MAX (ICC ES ESR -1967) 3. Hole cleaning method shall be based on drilling method and borehole conditions and shall conform to the manufacture's instructions ( Hilti Product Technical Guide, page 254). 4. Embedded portions of steel reinforcement and rods shall be clean, straight, and free of mill scale, rust and other coatings that impair the bond with the adhesive. Reinforcement must not be bent after installation ([CC ES ES R- 2322). WOOD 1. Wood materials, quality, and construction shall conform to 2006 IBC Chapter 23 and Table 2304.9.1. 2. Structural lumber (2006 IBC 2303.1.1 -8, 2005 NDS) 2.1. Bearing walls: Douglas -Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.2. Posts: Douglas -Fir Larch (DF) Stud (ASTM D 1990, DOC PS 20) 2.3. Beams and headers: Douglas -Fir Larch (DF) No. 2 (ASTM D 1990, DOC PS 20) 2.4. Heavy timber: Douglas -Fir Larch (DF) No. 1 (ASTM D 1990, DOC PS 20) 2.5. Sill plates: Preservative - treated wood, redwood (AWPA U1 M4) 2.6. Naturally durable or preservative- treated wood shall be used where structural lumber is 18 inches or closer to exposed ground; where structural lumber is attached directly to exterior masonry or concrete walls below grade; where sleepers, sills, posts, and columns are on a concrete or masonry slab or footing that is in direct contact with earth; and where structural lumber is attached directly to exterior masonry or concrete walls, unless a 0.5 inch air space on top, sides, and end is provided (2006 IBC 2304.11). 3. Structural logs (ASTM D 3957) 4. Structural glued - laminated timber (2006 IBC 2303.1.3,2005 NDS 5.1.1) 4.1. Single span: 24F -1.8E (24F -V4) (ASTM D 3737, ANSI /AITC A190.1) 4.2. Multiple span: 24F -1.8E Balanced layup (24F -V8) (ASTM D 3737, ANSI /AITC A190.1) 4.3. Cantilever span: 24F -1.8E Balanced layup (24F -V8) (ASTM D 3737, ANSI /AITC A190.1) 5. Structural composite lumber and engineered wood (2005 NDS 8.1.1) 5.1. Laminated strand lumber (LSL) 5.1.1. Ex = 1.3E (ASTM D 5456) 5.1.2. Ex = 1.55E (ASTM D 5456) 5.1.3. 1.125 inch APA Performance -Rated (or equivalent) rim board 5.2. Laminated veneer lumber (LVL) 5.2.1. Ex = 1.9E (ASTM D 5456) 5.3. Parallel strand lumber (PSL) 5.3.1. Ex = 2.0E (beams) (ASTM D 5456) 5.3.2. Ex = 1.8E (columns) (ASTM D 5456) 5.4. Prefabricated wood 1 -joist (2006 IBC 2303.1.2,2005 NDS 7.1.1) (ASTM D 5055) 6. Wood structural panels (2006 IBC 2304.7.1, 2005 NDS 9.1.3) 6.1. Roof, floor, and wall sheathing: oriented strand board (OSB) (DOC PS 1,2). 6.2. Sheathing shall be manufactured with exterior glue and not less than 4X8 feet, except at boundaries and at changes in framing (2006 IBC 2305.2.4). 6.3. Wall sheathing 6.3.1. Oriented strand board (OSB) (DOC PS 1,2) 6.3.2. All panel joints in walls shall occur over studs or blocking using a minimum of 8d common nails spaced a maximum of 6 inches at panel edges and 12 inches at intermediate framing (2006 IBC 2306.2.1). 6.4. Roof and floor sheathing shall be placed perpendicular to supporting framing. Stagger sheathing joints. 7. Fasteners 7.1. Nails (2006 IBC 2303.6, 2005 NDS Table L4) 7.1.1. 8d common = 0.131 X2.5 inch (ASTM F 1667) 7.1.2. 10d common = 0.148 X3 inch (ASTM F 1667) 7.1.3. 16d common = 0.162 X3.5 inch (ASTM F 1667) 7.1.4. 20d box = 0.148 X4 inch (ASTM F 1667) 7.1.5. 30d box = 0.148 X4.5 inch (ASTM F 1667) 7.2. Staples (2006 IBC 2303.6) 7.2.1. 14 gage = 1.5X0.4375 inch crown) (ASTM F 1667) 7.2.2. 16 gage = 1.5X0.4375 inch crown) (ASTM F 1667) 7.3. Power - driven pins (2006 IBC 2304.9) 7.3.1. Concrete drive pin = 0.145X2.5 inch with pre - assembled washer (ASTM A 51 0) 7.3.2. Steel drive pin = 0.145X2 inch (ASTM A 51 0) 7.4. Bolts (2005 NDS 11.1.2, Table 1_11) 7.4.1. Connector bolts (A307) 7.4.2. Anchor bolts (A307) with a 3X3X0.229 inch washer (2006 IBC 2305.3.1 1) 7.4.3. Bolt holes shall be drilled with a bit 1/32 inch to 1/16 inch larger than the nominal bolt diameter. 7.5. Lag Screws (2005 NDS 11.1.3, Table L2) (A307) 7.5.1. Lag screws shall be inserted in a drilled pilot hole that is 60 0 /6-75% of the shank diameter by turning with a wrench. Do not drive screws with a hammer. Lag screws shall be provided with an oversized washer. 7.6. Fasteners in preservative- treated and fire - retardant - treated wood shall be of hot dipped zinc - coated galvanized steel, silicon bronze or copper (2006 IBC 2304.9.5). 7.7. Sheathing fasteners shall be driven so the head or crown is flush with the sheathing surface (2006 IBC 2304.9.2). 8. Joist hangers and connectors (2006 IBC 1715) 8.1. Hanger hardware and other wood connections shall be designed to carry the capacity of the supporting members. 9. Floor framing (2006 IBC 2308.8) 9.1. Joists shall not have less than 1.5 inches of bearing on wood or metal, or less than 3 inches on masonry (2006 IBC 2308.8.1). Pre - fabricated wood 1- joists shall have minimum bearing according to the manufacture's recommendations and specifications. 9.2. Joists shall be supported laterally at the ends and at each support by full -depth solid blocking, except where nailed to a header. Solid blocking shall not be less than 2 inches thick (2006 IBC 2308.8.2). 9.3. Where the nominal depth -to- thickness ratio of the framing member exceeds 6:1, there shall be one line of bridging for each 8 feet of span. Bridging shall consist of not less than 1X3 inch lumber, metal bracing, or full -depth solid blocking (2006 IBC 2308.8.5). 9.4. Notches on the ends of joists shall not exceed one -fourth the joist depth. Holes bored in joists shall not be within 2 inches of the top or bottom of the joist. Notches in the top or bottom of joists shall not exceed one -sixth the depth and shall not be located in the middle third of the span (2006 IBC 2308.8.2). 9.5. The diameter of holes bored or cut into structural floor members shall not exceed one -third the depth of the member, member. Holes shall not be closer than 2 inches to the top or bottom o f the or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches to the notch (R502.8.1). 10. Wall framing (2006 IBC 2308.9) 10.1. Studs shall be placed with their wide dimension perpendicular to the wall. Not less than three studs shall in installed at each corner of an exterior wall (2006 IBC 2308.9.2). 10.2. Bearing and exterior wall studs shall be capped with 2 -inch thick nominal double top plates. Have a width at least equal to the width of the studs, and shall be installed to provide overlapping at corners and intersections with other partitions. End joints in partitions shall be offset at least 48 inches, and shall be nailed with not less than eight 16d common face nails on each side of the joint. Plates shall have a width at least equal to the width of the studs (2006 IBC 2308.9.2.1). 10.3. In nonbearing walls and partitions studs shall be capped with no less than a single top plate installed to provide overlapping at corners and at intersections with other walls and partitions. The plate shall be continuously tied at joints by solid blocking at least 16 inches in length and equal in size to the plate or metal ties with spliced sections fastened on each side of the joint (2006 IBC 2308.9.2.3). 10.4. Studs shall have full bearing on a 2 -inch thick nominal (or larger) bottom plate or sill having a width at least equal to the width of the stud (2006 IBC 2304.3.1). 10.5. Bearing partitions parallel to joists shall be supported on beams, girders, doubled joists, walls or other bearing partitions. Bearing partitions perpendicular to joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless noted otherwise (2006 IBC 2308.8.4). 10.6. In exterior walls and bearing partitions, any wood stud is permitted to be cut or notched to a depth not exceeding 25 percent of its width. In nonbearing partitions, cutting or notching of studs to a depth of not greater than 40 percent of the width is permitted (2006 IBC 2308.9.10). 10.7. A hole with a diameter not greater than 40 percent of the stud width is permitted to be bored in any wood stud. In no case shall the edge of the bored hole be nearer than 0.625 inches to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch (2006 IBC 2308.9.11). 11. Posts and columns 11.1. Columns shall be as wide as the member they support, laterally supported at all floor levels, and extend down through the structure to the foundation. Provide squash blocking at rim joist below all columns, trimmers, and posts. 11.2. Wood columns and posts shall be framed to provide full end bearing (2006 IBC 2304.9.7). 11.3. Posts and columns shall be supported by concrete piers or metal pedestals projecting above concrete or masonry floors or decks exposed to weather or water splash, or in basements, and which support permanent structures, unless naturally durable or preservative- treated wood is used. The pedestal shall project at least 6 inches above exposed earth and at least 1 inch above floors. 12. Roof and ceiling framing (2006 IBC 2308.10). 12.1. Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement in accordance with 2006 IBC 2308.8.5 (2006 IBC 2308.10.6). 12.2. Rafters and joists over three feet long shall be supported using hanger hardware if not supported by bottom bearing. WOOD TRUSSES 1. Wood trusses shall be designed in accordance with 2006 IBC Section 2303.4 and shall conform to the structural specifications and design criteria. 2. The truss designer shall provide a truss package that includes the following items: 2.1. Design drawings of each individual truss (2006 IBC 2303.4.1.2). 2.2. Truss placement diagram for the project (2006 IBC 2303.4.1.3). 2.3. Truss member permanent bracing specification (2006 IBC 2303.4.1.5). 3. Transfer of loads and anchorage of each truss to the supporting structure shall be approved by the registered design professional in responsible charge (2006 IBC 2303.4.1.6). 4. Truss members and components shall not be cut, notched, drilled, spliced of otherwise altered in any way without written concurrence and approval of the registered design professional in responsible charge. Alterations resulting in the addition of loads to any member (e.g. HVAC equipment) shall not be permitted without verification that the truss is capable of supporting such additional loading (2006 IBC 2303.4.1.7). STEEL 1. Structural steel work shall conform to 2006 IBC 2205, AISC 341 -05, AISC 358 -05, and AISC 360 -05. 2. Structural shapes 2.1. W: fy = 50 ksi (ASTM A992) 2.2. M,S,C,MC, and L: fy = 36 ksi (ASTM A36) 2.3. HP: fy = 50 ksi (ASTM A572 Gr. 50) 2.4. HSS Rectangular: fy = 46 ksi (ASTM A500 Gr.B) 2.5. HSS Round: fy = 42 ksi (ASTM A500 Gr.B) 2.6. Pipe: fy = 35 ksi (ASTM A53 Gr.B) 2.7. All structural steel shall be properly primed and painted. 3. Plates and bars: fy = 36 ksi (ASTM A36) 4. Structural fasteners 4.1. High - strength bolts: fu = 105 -150 ksi (ASTM A325, A490) 4.2. Common bolts: fu = 60 ksi (ASTM A307 Gr. A) 4.2.1. Nuts (ASTM A563) 4.2.2. Washers (ASTM F436) 4.2.3. Steel to steel bolted connections shall be made with high strength - bolts, unless noted otherwise. Bolts shall carry the identifying mark of three radial lines. All other bolted connections shall be made with bolts and nuts conforming to ASTM A307 unless note otherwise. Bolted connections shall be tightened and shall have washers as required by AISC unless noted otherwise. Enlarging holes shall be accomplished by means of reaming. Do not use a torch on any bolt holes. 4.3. Shear studs: fu = 65 ksi (ASTM A108) 4.4. Threaded rods: fy = 36 ksi (ASTM A36) 4.5. Anchor rods: fy = 36 ksi (ASTM F1554 Gr. 36 or A307) 5. Steel deck fy = 36 ksi (ASTM A611) 6. Welding fu = 70 ksi. 6.1. Welding work shall comply with the American Welding Society (AWS) "Structural Welding Code," excluding items conflicting with AISC requirements. COLD - FORMED STEEL 1. Cold- formed (light gage) steel work shall conform to 2006 IBC 2210 and AISI -2004 standards. 2. Cold- formed steel strength: fy = 33 ksi, unless noted otherwise. STATEMENT OF SPECIAL INSPECTIONS 1. Special inspections shall conform to 2006 IBC 1704. Special inspections are not required for occupancies in Group R -3, occupancies in Group U that are accessory to a residential occupancy, and work of a minor nature, unless otherwise required by the building official (2006 IBC 1704.1). 2. The owner shall employ one or more special inspectors to provide inspections during construction where special inspections are required. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection (2006 IBC 1704.1). 3. Special inspectors shall keep records of inspections. The special inspector shall furnish inspection reports to the building official, and to the registered design professional in responsible charge. Reports shall indicate that work inspected was done in conformance to approved construction documents. Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the building official and to the registered design professional in responsible charge prior to the completion of that phase of the work. A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the permit applicant and the building official prior to the start of work (2006 IBC 1704.1.2). 4. Special inspections shall be required for proposed work that is, in the opinion of the building official, unusual in nature, such as, but not limited to, construction materials and systems that are alternatives to materials and systems prescribed by code and materials and systems required to be installed in accordance with additional manufacturer's instructions that prescribe requirements not contained in code (2006 IBC 1704.13). 5. Soils 5.1. Special inspections for existing site soil conditions, fill placement, and load- bearing requirements shall be as required by 2006 IBC 1704.7 and 2006 IBC Table 1704.7. The approved soils report, required by 2006 IBC 1802.2, and the documents prepared by the registered design professional in responsible charge shall be used to determine compliance. During fill placement, the special inspector shall determine that proper materials and procedures are used in accordance with the provisions of the approved soils report, as specified in 2006 IBC 1803.5. Special inspection is not required during placement of controlled fill having a total depth of 12 inches or less (2006 IBC 1704.7). 6. Concrete 6.1. Special inspections for concrete construction shall conform to 2006 IBC 1704.4 and 2006 IBC Table 1704.4. 6.2. Special inspections are not required for isolated spread concrete footings of buildings three stories or less in height that are fully supported on earth or rock, or for continuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where (1) the footings h 2 support walls of light -frame construction, (2) the footings are designed in accordance with 00 6 IBC Table 1805.4.2, or (3) the structural design of the footing is based on a specified compressive strength no greater than 2,500 psi, regardless of the compressive strength specified in the construction documents or used in the footing construction. Special inspections are not required for nonstructural concrete slabs on grade, including pre- stressed slabs on grade, where the effective pre- stress in the concrete is less than 150 psi. Special inspections are not required for concrete foundation walls constructed in accordance with 2006 IBC Table 18015(5), or for concrete patios, driveways and sidewalks on grade (2006 IBC 1704.4). 7. Wood 7.1. Special inspection is required for wood shear walls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic - force - resisting system, where the fastener spacing of the sheathing is more than 4 inches on center (2006 IBC 1707.3). 7.2. The special inspector shall inspect high -load diaphragms built on site and designed in accordance with 2006 IBC Table 2306.3.2. The special inspector shall inspect the wood structural panel sheathing to ascertain whether it is of the grade and thickness shown on the approved building plans. The special inspector must verify the nominal size of framing. The special inspector shall inspect members at adjoining panel edges, the nail or staple diameter and length, the number of fastener lines and that the spacing between fasteners in each line and at edge margins agrees with the approved building plans (2006 IBC 1704.6.1). 8. Steel 8.1. Special inspections for steel elements shall be as required by 2006 IBC 1704.3 and 2006 IBC Table 1704.3. 8.2. Special inspection of the steel fabrication process shall not be required where the fabricator does not perform any welding, thermal cutting or heating operation of any kind as part of the fabrication process. In such cases, the fabricator shall be required to submit a detailed procedure for material control that demonstrates the fabricator's ability to maintain suitable records and procedures such that, at any time during the fabrication process, the material specification, grade and mill test reports for the main stress - carrying elements are capable of being determined (2006 IBC 1704.3). 8.3. If welding materials, procedures, and qualifications of welders are verified prior to the start of the work; periodic inspections are made of the work in progress; and a visual inspection of all welds is made prior to completion or prior to shipment of shop welding, then the special inspector need not be continuously present during welding of the following items: (1) single -pass fillet welds not exceeding 5/16 inch in size, (2) floor and roof deck welding, (3) welded studs when used for structural diaphragm, (4) welded sheet steel for cold- formed steel framing members and (5) welding of stairs and railing systems (2006 IBC 1704.3). 9. Masonry 9.1. Special inspections for masonry elements shall comform to 2006 IBC 1704.5 and 2006 IBC Table 1704.5.1 10. Architectural components r., D 10.1. Periodic special inspection is required during the erection and fastenin ,,of.exterior,cladding and v " p q g g OS E q � �YF� except for architectural components in structures 30 feet or less in height, or for ctaddirfig and ve0r 11 weighing 5 psf or less (2006 IBC 1707.7). t . N � n: < .. Q. ( W7 4 L. -. O '�'� �� kr q \� � T i 0� ®� �.�. 9Cl. NS �, ° 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. FOOTING AND FOUNDATION PLAN SCALE: 3/32" = 1' -0" +� 2W t aOiOl d��;9 ( � r «✓ a 6...A L ' c i es gip• s x 7 f' r�ml BASE PLATE SCHEDULE O Q ANCHOR RODS THICK. QUANTITY DIAMETER TYPE EMBED 3/4" (4) 3/4" HOOKED 7" 314" (4) 314" HEADED 9" 1" (4) 3/4" HEADED 11" 1" (8) 7/8" HEADED 9" 11/4" (8) 7/8" HEADED 11" FOUNDATION SCHEDULE O Q REINFORCEMENT MARK HEIGHT WIDTH VERTICAL HORIZONTAL LAYER FT20 3' 8" #4 0 18" O.C. (3) #4 CENTER FW3 B 3' 10" #4 0 16" O.C. (4) #4 CENTER FW4 4' 8" #4 0 18" O.C. (4) #4 CENTER 1. DOWEL VERTICAL BARS INTO FOOTING. 2. PLACE TOP AND BOTTOM BARS WITHIN 4" OF TOP AND BOTTOM OF WALL. 3. PLACE REINFORCEMENT LAYERS IN CENTER OR NEAR FACE AS NOTED. FOOTING SCHEDULE O Q REINFORCEMENT MARK WIDTH LENGTH THICK. TRANSVERSE LENGTHWISE FT20 20' CONT. 10 (2) #4 SF4 42" 42" 12" (5) #4 (5)04 SF48 48' 48' 12 " (6) #4 (6) S4 SF54 54" 54" 12' (6) #4 (6) #4 SF66 (W . 66. 12 ' (8) #4 (8) #4 SF7 72" 72" 14 (10) #4 (10) #4 SF78 78" 78" 14" (10) #4 (10) #4 SF90 90 90 " 16" (9) #5 (9) #5 Ftoxn 120 " 264" 16' (10) #4 T &B (22) #4 T&B 1. PLACE REBAR 3" CLEAR FROM BOTTOM. ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: O Q 22 OCT 2008 991008 29 OCT 2008 11208 O 40209 2 FEB 2009 = z Q CL r� V Z O - co W F— X W 0 Ir z U) n � W U. D U) z J Q -� 0 = z (D III- z O Cr. O CL U. U) m X L Y u t i ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 2 FEB 2009 S1.2 Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineedng.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. MI FIRST FLOOR SHEAR WAL PLAN SCALE: 3/32" = V -0" ri mweg r z SHEAR WALL SCHEDULE MARK PANEL SHEATHING EDGE NAILING FRAMING SILL PLATE ANCHORAGE SOLE PLATE SILL PLATE SW1 7/16" STR II 8d @ 6" O.C. 2" NOMINAL 1 Od @ 8' O.C. 5/8" A.B. @ 24" O.C. SW2 7/16" STR II 8d @ 4'0.C. 2" NOMINAL 1 Od @ 4" O.C. 5/8" A.B. @ 24" O.C. SW3 7/16" STR II 8d @ 3" O.C. 3" NOMINAL 10d @ 12" O.C. 5/8" A.B. @ 24' O.C. SW4 7/16' STR II 8d @ 2" O.C. 3" NOMINAL 10d @ 12' O.C. 5/8' A.B. @ 24' O.C. SW7 7/16" STR 11 BOTH SIDES 8d @ 3" O.C. 3" NOMINAL t Od @ 12" O.C. 518" A.B. @ 24' O.C. O SWB 7/16" STR II BOTH SIDES 8d @ 2" O.C. 3" NOMINAL IOd @ 12" O.C. 5/8' A.B. @ 24" O.C. 1. USE 4X8 WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE (2006 IBC 2305.3.3). 2. FIELD NAILING SHALL BE 12" O.C. AND STUD SPACING SHALL BE NO GREATER THAN 16" O.C. 3. NAILS SHALL BE 8d COMMON, 10d COMMON, AND 20d BOX. 4. USE 3"X 3'X 0.229" PLATE WASHERS WITH ALL ANCHOR BOLTS (2006 IBC 2305.3.11, 2006 IRC 8602.11) AND 7" MINIMUM EMBEDMENT. 5. FOR SW3 AND SW4 2" NOMINAL SILL PLATE MAY BE USED INSTEAD OF 3" NOMINAL SILL PLATE IF ANCHOR BOLT SPACING IS REDUCED BY HALF (2006 IBC 2305.3.11). 6. FOR SW3, SW4, SW6, SW7, AND SW8 (2) 2" NOMINAL FRAMING STITCH - NAILED TOGETHER WITH (2) 10d NAILS @ 6" O.C. MAY BE USED INSTEAD OF 3" NOMINAL FRAMING AT ABUTTING PANEL EDGES (2006 IBC TABLE 2306.4.1.). HOLD -DOWN SCHEDULE MARK SIMPSON NO. FASTENERS ANCHOR POST Q STHD14 (38) 10dX3" STRAP 14" EMBED. 6X6 POST Q PHD2 -SDS3 (10) SDS1 /4X3" 5/8" A.B. 7" EMBED. 6X6 POST ® HDQ8 -SDS3 (20) SDS1 /4X7' 7/8' A.B. 12" EMBED. 6X6 POST Q MST37 (20) 10dX3" (FLOOR STRAP) (2) 2X POST 1. SIMPSON STRONG -TIE OR USP EQUIVALENT 2. ATTACH HOLD -DOWN TO (2)2X POST U.N.O. ABOVE THE FLOOR DECK. 3. USE'RJ" TYPE FOUNDATION STRAPS AT ALL LOCATIONS WITH RIM JOISTS. 4. SHEAR WALL EDGE NAILING SHALL BE TO (2)2X POST U.N.O. ABOVE FLOOR DECK. 5. NAILS SHALL BE 10d COMMON (0.148X3" NAILS). S. MISPLACED FOUNDATION STRAP HOLD -DOWNS MAY BE RETROFITTED USING HTT22 HOLD -DOWNS WITH SW ALL- THREAD BOLTS. EPDXY INTO FOUNDATION WALL WITH 5 INCHES EMBEDMENT. WHERE FRAMED WALL IS FLUSH WITH FOUNDATION WALL USE MST48 WITH (2) 10 DIA. WEDGE ANCHORS AS OPTION. FASTEN WITH (16) 16d NAILS TO DOUBLE STUD ABOVE. ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 O 1 DEC 2008 40209 Q O Mr Z r � V n i i J Q M � W X W Q U) w W r = n V cn O J o _ U. 0 z It cc U. CL U) W X LLJ cc ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 2 FEB 2009 S1.3 0 CUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SECOND FLOOR SHEAR WALL PLAN SCALE: 3/32" = V -0" U OF10 4 G . ') 1,;_'j SHEAR WALL SCHEDULE MARK PANEL SHEATHING EDGE NAILING FRAMING SILL PLATE ANCHORAGE SOLE PLATE SILL PLATE SW1 7/18" STR II 8d @ 6" O.C. 2" NOMINAL 10d @ 8' O.C. 5/8" A.B. @ 24' O.C. SW2 7/16" STR II 8d @ 4" O.C. 2" NOMINAL I Od Or O.C. 5/8" A.B. @ 24" O.C. SW3 7/16" STR II 8d @ 3" O.C. 3" NOMINAL IOd @ 12" O.C. 518' A.B. @ 24' O.C. SW4 7/16" STR 11 8d @ 2" O.C. 3" NOMINAL 10d @ 12'0.C. 5/8' A.B. @ 24" O.C. SW7 7/16" STR 11 BOTH SIDES 8d @ 3'0 3" NOMINAL 10d @ 12" O.G. 5/8" A.B. @ 24' O.C. SWB 7/16' STR 11 BOTH SIDES 8d @ 2" O.C. 3" NOMINAL 1 Od @ 12' O.C. 5/8' A.B. @ 24" O.C. 1. USE 4X8 WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE (2006 IBC 2305.3.3). 2. FIELD NAILING SHALL BE 12" O.C. AND STUD SPACING SHALL BE NO GREATER THAN 16" O.C. 3. NAILS SHALL BE 8d COMMON, 1 Od COMMON, AND 20d BOX. 4. USE 3"X 3' X 0.229" PLATE WASHERS WITH ALL ANCHOR BOLTS (2006 IBC 2305.3.11, 2006 IRC R602.11) AND T MINIMUM EMBEDMENT. 5. FOR SW3 AND SW4 2" NOMINAL SILL PLATE MAY BE USED INSTEAD OF 3" NOMINAL SILL PLATE IF ANCHOR BOLT SPACING IS REDUCED BY HALF (2006 IBC 2305.3.11). 6. FOR SW3, SW4, SW6, SW7, AND SW8 (2) 2" NOMINAL FRAMING STITCH - NAILED TOGETHER WITH (2) 10d NAILS @ 6" O.C. MAY BE USED INSTEAD OF 3" NOMINAL FRAMING AT ABUTTING PANEL EDGES (200618C TABLE 2306.4.1.). HOLD -DOWN SCHEDULE MARK SIMPSON NO. FASTENERS ANCHOR POST Q STHD14 (38) 10dX3" STRAP 14" EMBED. 6X6 POST Q PHD2 -SDS3 (10) SDS1 /4X3' S/8' A.B. 7" EMBED. 6X6 POST ® HDQ8 -SDS3 (20) SDS1 /4X7' 7/8" A.B. 12" EMBED. 6X6 POST Q MST37 (20) 10dX3" (FLOOR STRAP) (2) 2X POST 1. SIMPSON STRONG -TIE OR USP EQUIVALENT 2. ATTACH HOLD -DOWN TO (2)2X POST U.N.O. ABOVE THE FLOOR DECK. 3. USE 'RJ" TYPE FOUNDATION STRAPS AT ALL LOCATIONS WITH RIM JOISTS. 4. SHEAR WALL EDGE NAILING SHALL BE TO (2)2X POST U.N.O. ABOVE FLOOR DECK. 5. NAILS SHALL BE 10d COMMON (0.148X3" NAILS). 6. MISPLACED FOUNDATION STRAP HOLD -DOWNS MAY BE RETROFITTED USING HTT22 HOLD -DOWNS WITH 5/8' ALL - THREAD BOLTS. EPDXY INTO FOUNDATION WALL WITH 5 INCHES EMBEDMENT. WHERE FRAMED WALL IS FLUSH WITH FOUNDATION WALL USE MST48 WITH (2) 112" DIA. WEDGE ANCHORS AS OPTION. FASTEN WITH (16) 16d NAILS TO DOUBLE STUD ABOVE. ORIGINAL PROJECT # 740 608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' - 0 " DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511 008 22 OCT 2008 991 29 OCT 2008 1 1208 1 DEC 2008 40209 2 FEB 2 009 O a 0 o z = Q Q J o CL �r J J � m x Cr. W Q cc W Cn = W C) D O Cn O J J j V- _ 0 0 Z z O - It U W Cn C m X W cc ORIGINAL PROJECT # 740 608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' - 0 " DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511 008 22 OCT 2008 991 29 OCT 2008 1 1208 1 DEC 2008 40209 2 FEB 2 009 ' 18\ (17 (13) (16) / 15) (1 )1 (10) (6) 3 ) 2) (1 (A) �G G G1 swi C) TYP. S57 G1 7 W W ----- ------------ - - .21114 EJ F14N Wd TD E+d El-L V_ swi I g K TYP. SW, T swi K K K K- K SW )I 1;7 �) TYP. E) )F, � _E HIT hA cs-wD Oil _j 771 /E\ - ------ -__ /E\ /F:\ A� z L ----------- ZIL /E\ 7 y D 1'\ 9 U U i 0 18) (17) J6 (15) (13) (1 06 (4) (J (?) �i ) SHEAR WALL SCHEDULE PANEL EDGE FRAMING ANCHORAGE MARK SHEATHING NAILING SILL PLATE SOLE PLATE SILL PLATE 7/16"STR 11 8d 0 6" O.C. 2" NOMINAL I Od 0 8' O.C. 5/6' A.B. 0 24' O.C. 7116"STR 11 8d 0 4" O.C. 2"NOMINAL I Od 0 4' O.C. 5/8"A.B. @ 24" O.C. 7/16' STR 11 8d 0 3 O.C. 3 NOMINAL 10d (10 12' O.C. 5t8' A.B. 0 24' O.C. 7/16"STR 11 8d 2" O.C. 3" NOMINAL 1 Od ®1 O.C. 5/8' A.B. 0 24' O.C. 7/16'STR 11 8d 3" O.C. 3 NOMINAL 10d 0 12" O.C. 518 A.B. @ 24' O.C. BOTH SIDES 7/116"STR 11 8d 2" O.C. 3 NOMINAL lod @ 12' OZ. 518" A.B. @ 24 O.C. BOTH SIDES I I 1. USE 4X8 WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE (2006 IBC 2305.3.3). 2. FIELD NAILING SHALL BE 12 O.C. AND STUD SPACING SHALL BE NO GREATER THAN 16" O.G. 3. NAILS SHALL BE 8d COMMON, 1 Od COMMON, AND 20d BOX. 4. USE 3"X 3" X 0.229' PLATE WASHERS WITH ALL ANCHOR BOLTS (2W6 IBC 2305.3.11, 2006 IRC R602.1 AND 7 MINIMUM EMBEDMENT. 5. FOR SW3 AND SW4 2* NOMINAL SILL PLATE MAY BE USED INSTEAD OF 3" NOMINAL SILL PLATE IF ANCHOR BOLT SPACING IS REDUCED BY HALF (2006 IBC 2305.3.11). B. FOR SW3, SW4, SW6, SW7, AND SW8 (2) 2 NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) lod NAILS ®B" O.C. MAY BE USED INSTEAD OF 3 NOMINAL FRAMING AT ABUTTING PANEL EDGES (2M M IBC TABLE 2.4.1.). HOLD-DOWN SCHEDULE MARK SIMPSON NO. FASTENERS ANCHOR POST A STHD14 (38) 10dX3' STRAP 14" EMBED. 6xe POST A PHD2-SDS3 (10) SDSI/4X3' 5l8' A.B. r EMBED. 6X6 POST 0 HDQ8-SDS3 (20) SDSI/4X7' 7/8' A.B. 12' EMBED. 6X6 POST AN N;p THIRD FLOOR SHEAR WALL PLAN 4b.. MST37 (20) 10cIX3' (FLOOR STRAP) (2) 2X POST 1 . SIMPSON STRONG -TIE OR USP EQUIVALENT 2. ATTACH HOLD-DOWN TO (2)2X POST U.N.O. AB THE FLOOR DECK. 3. USE "RJ" TYPE FOUNDATION STRAPS AT ALL LOCATIONS WITH RIM JOISTS. 4. SHEAR WALL EDGE NAILING SHALL BE TO (2)2X POST U.N.O. ABOVE FLOOR DECK. SCALE: 3/32" V-0" 5. NAILS SHALL BE 10d COMMON (0.148X3' NAILS). S. MISPLACED FOUNDATION STRAP HOLD-DOWNS MAY RETROFITTED USING HTT22 HOLD-DOWNS WITH 5/8' ALL - THREAD BOLTS. EPDXY INTO FOUNDATION WALL WITH 5 INCHES EMBEDMENT. WHERE FRAMED WALL IS FLUSH WITH FOUNDATION WALL USE MST48 WITH (2) Ilr DIA. WEDGE ANCHORS AS OPTION. FASTEN WITH (16) 16d NAILS TO DOUBLE STUD ABOVE. I ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229-9020 Fax 801.224.0050 paul@acuteengineedng.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 0 0 �r z 0 0 CL .j co < x w 1= < U) w Mr U) D I fr 0 0 U_ 0 0 Z CL U) M 00 x w cr_ ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32' = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 111208 1 DEC 2008 40209 2 FEB 2009 o� Cn S1.5 THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 0 0 �r z 0 0 CL .j co < x w 1= < U) w Mr U) D I fr 0 0 U_ 0 0 Z CL U) M 00 x w cr_ ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32' = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 111208 1 DEC 2008 40209 2 FEB 2009 o� Cn S1.5 0 0 �r z 0 0 CL .j co < x w 1= < U) w Mr U) D I fr 0 0 U_ 0 0 Z CL U) M 00 x w cr_ ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32' = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 111208 1 DEC 2008 40209 2 FEB 2009 o� Cn S1.5 ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32' = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 111208 1 DEC 2008 40209 2 FEB 2009 o� Cn S1.5 1 8) (117) (1 1) )9) ( 8) (6) (4) 3 (2) 1 7 5 1 7 11 r T4 Ell =EEI IA Ift (11 EI-1 k swi swi swi swi K CSW- )I swi swi )I swi swi I, )E E ) K K K K If %7 %7 7 If %7 167 If GM TYP. G Zs) J I tj 11 L LL .1 1 Ilk ..I IA It III -SW d swi IL - - ------ p ZE -__ ------- - --- ---------- I FZ V , D L .4 01 10) lc� )15 (13) (12) (11) ( (9 SHEAR WALL SCHEDULE MARK PANEL EDGE FRAMING ANCHORAGE SHEATHING NAILING SILL PLATE SOLE PLATE SILL PLATE 7/16" STR II 8d@8"O.C. 2* NOMINAL 10d@8-O.C. 5/8' A.S. 0 24' O.C. 7116' STR 11 8d 0 4- O.C. 2- NOMINAL 10d @ 4" O.C. 518' A.B. ® 24" O.C. 7116* STR 11 8d 0 3' O.C. 3" NOMINAL 1 Od @ 12" O.C. 5/8" A.B. 0 24" O.C. 7/16' STR 11 8d 0 2* O.C. 3" NOMINAL 10d @ 1 2" O.C. 518' A.B. 0 24- O.C. 7116* STR 11 8d @ 3 O.C. 3- NOMINAL 1 Od 0 12- O.C. 518' A.B. (p'1 O.C. BOTH SIDES 7116" STR 11 8d 0 2' O.C. 3' NOMINAL 1 Od 0 12' O.C. 5/8' A.B. 0 24' O.C. BOTH SIDES 1. USE 4X8 WOOD STRUCTURAL PANELS WITH EXTERIOR GLUE (2006166 2305.3.3). 2. F I ELD NAILING SHALL BE 12' O.C. AND STUD SPACING S HALL BE NO GREATER THAN 16" O.C. 3. NAILS SHALL BE 8d COMMON, 10d COMMON, AND 20d BOX. 4. USE 3" X 3" X 0.229' PLATE WASHERS WITH ALL ANCHOR BOLTS (2006 IBC 2305.3.11, 2006 IFIC R602.11 1) AND 7- MINIMUM EMBEDMENT. 5. FOR SW3 AND SW4 2" NOMINAL SILL PLATE MAY BE USED INSTEAD OF 3" NOMINAL SILL PLATE IF ANCHOR BOLT SPACING IS REDUCED BY HALF (200618C 2305.3.11). 6. FOR SW3, SW4, SW6, SW7, AND SW8 (2) 2- NOMINAL FRAMING STITCH-NAILED TOGETHER WITH (2) 10d NAILS @ 6" O.C. MAY BE USED INSTEAD OF 3- NOMINAL FRAMING AT ABUTTING PANEL EDGES (2M IBC TABLE 2308.4.1.). HOLD-DOWN SCHEDULE MARK SIMPSON NO. FASTENERS ANCHOR POST A STHD14 (38) 1 GdX3' STRAP 14' EMBED. 6XG POST Q PHD2-SDS3 (110) SDS1 /4X3' 5/8" A.B. 7" EMBED. 6X6 POST A HDQ8-SDS3 (20) SDS1/4X7` 7/8" A.B. 12" EMBED. 6X6 POST MST37 (20) 10CRT (FLOOR STRAP) (2) 2X POST _ t. SIMPSON STRONG-TIE OR USP EQUIVALENT FOURTH FLOOR SHEAR WALL PLAN T 2. ATTACH HOLD-DOWN TO (2)2X POST U.N.O. ABOVE THE FLOOR DECK. 3. USE "RJ"TYPE FOUNDATION STRAPS AT ALL LOCATIONS WITH RIM JOISTS. 4. SHEAR WALL EDGE NAILING SHALL BE TO (2)2X POST U.N.O. ABOVE FLOOR DECK. R y SCALE: 3/32" V-101" 00 130 5. NAILS SHALL BE 10d COMMON (0.148X3' NAILS). 74 6. MISPLACED FOUNDATION STRAP HOLD-DOWNS MAY BE RETROFITTED USING HTT22 HOLD-DOWNS WITH 5/e" ALL - THREAD BOLTS. EPDXY INTO FOUNDATION P WALL WITH 5 INCHES EMBEDMENT. WHERE FRAMED WALL IS FLUSH WITH FOUNDATION WALL USE MST48 WITH (2) 11r DIA. WEDGE ANCHORS AS OPTION. FASTEN WITH (16) 16d NAILS TO DOUBLE STUD ABOVE. TH TYP. BX M GM GM ISM ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineedng.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 0 swi SWi O 8 � - - SW, 0 z �r < 0 CL 0 j .j D < 100 X W < cc w C/) _ /) W Cr. 0 .j LL w r M r 0 Z cc D CL 0 to U. M ca x W ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 - 2 FEB 2009 S1.6 THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 0 swi SWi O 8 � - - SW, 0 z �r < 0 CL 0 j .j D < 100 X W < cc w C/) _ /) W Cr. 0 .j LL w r M r 0 Z cc D CL 0 to U. M ca x W ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 - 2 FEB 2009 S1.6 0 swi SWi O 8 � - - SW, 0 z �r < 0 CL 0 j .j D < 100 X W < cc w C/) _ /) W Cr. 0 .j LL w r M r 0 Z cc D CL 0 to U. M ca x W ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 - 2 FEB 2009 S1.6 ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 - 2 FEB 2009 S1.6 0 ACUTE ENGINEERING P.C. I� Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineedng.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SCALE: 3/32" = V -0" , : _W j - �A OF 0�' SANS Tk1Q ROOF SHEATHING SCHEDULE MARK SHEATHING THICKNESS SPAN RATING RS3 5/8" 40/20 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. USE 8d NAILS 6" O.C. (EDGES) 12' O.C. (FIELD) 3. NAILING NO CLOSER THAN 31W FROM PANEL EDGE. FLOOR SHEATHING SCHEDULE SPACING SHEATHING THICKNESS SPAN RATING 18" O.C. 3/4" 40/20 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. SHEATHING NAILED AND GLUED TO FLOOR JOISTS. 3. USE 8d NAILS 6' O.C. (EDGES) 12u O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8' FROM PANEL EDGE. SCHEDULE TYPE (3)2X10 (3)2X10 1.75X11.875 LVL ))1.75X9.5 LVL 1.75X11.875 LVL W 16X57 (3)2X10 W 14X34 W18X97 W 18X97 W30X235 W16X89 W16X31 W18X119 1.75X11.875 LVL 3)1.75X16 LVL ?)1.75X9.5 LVL 1.75X11.875 LVL 2)1.75X16 LVL 2)1.75X14 LVL W 16X89 FLOOR JOIST SCHEDULE FJ 01 11.875" TJI 210 @ 16" O.C. FJ 02 2X10 @ 16" O.C. FJ 03 (2)11.875" TJI 210 @ 16" O.C. FJ 04 (2)11.875 TJI 210 @ 16" O.C. FJ 05 11.875" TJI 210 @ 16" O.C. FJ 06 2X10 @ 16" O.C. %j/-1 HVAC (SEE ARCHITECTURAL) WOOD TRUSS LOAD SCHEDULE GROUND SNOW LOAD, Pg = 43 PSF FLAT ROOF SNOW LOAD, Pf = 30 PSF TOP CHORD DEAD LOAD =12 PSF BOTTOM CHORD DEAD LOAD = 13 PSF 1. DESIGN SNOW LOADS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 -05 CHAP. 7 (2006 IBC 1608.1) POST SCHEDULE P 02 (2)2X POST P 03 (3)2X POST P 04 (4)2X POST P 07 6X6 POST P 15 HSS5X5X1 /4 P i6 HSS5X5X1 /2 P 17 HSS6X6X3(8 P 18 HSS8X8X1 /2 P 20 HSS10X10X1/2 P 21 HSS10X10X5/8 T02 (2)TRIM T03 (3)TRIM 1. STEEL COLUMNS REQUIRE BEARING PLATES 2. CONTINUE POSTS TO FOUNDATION OR STRUCTURAL MEMBER BEAM SCHEDULE MARK TYPE RB 01 (2)2X6 RB 02 (3)2X10 RB 03 (2)2X8 RB 04 (2)1.75X9.5 LVL RB 05 (3)2X10 RB 06 (2)2X10 RB 07 (3)1.75X14 LVL RB 08 (3)2X10 RB 09 (2)1.75X9.5 LVL RB 10 (2)1.75X11.875 LVL RB 11 5.125X12 GLB RB 12 (2)2X8 RB 13 5.125X21 GLB RB141 5.125X21 GLB RB 15 (2)1.75X16 LVL R816 (2)1.75X11.875 LVL R817 (2)2X10 ROOF RAFTER SCHEDULE RR 01 11.875" TJI 360 @ 16" O.C. RR 02 (2)11.875 TJI 360 @ 16" O.C. RR 03 2X12 @ 16" O.C. RR 04 (2 )2X12 @ 16" O.C. RR 05 2X10 @ 24" O.C. RR 06 j 2X12 @ 12" O.C. ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 S1.7 O Q T O i LL O O V O X W O Z � C/) < V W it Z O G � O Q C/) ! J U. jr LL i Z 0 Z V W C C/) cc D m X W ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 S1.7 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul @acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT# 740608 DRAWN BY: DKF THIRD FLOOR FRAMING PLAN SCALE: 3/32" = V -0" .t�� FLOOR SHEATHING SCHEDULE O SHEATHING THICKNESS SPAN RATING Q 3/4" 40120 SHEATHING PERPENDICULAR TO SUPPORTS. SHEATHING NAILED AND GLUED TO FLOOR JOISTS, T O i NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE. US 05 (3)1.75X11.875 LVL UB 06 (2)2X10 0 (2)1.75X11.875 LVL z 1.75X11.875 LVL UB 09 (2)2X10 V (2)1.75X11.875 LVL 0. (3)1.75X16 LVL v M � W z X � W C W It O O r � C/) / j U— J 0 z = CC a- I m X W X ORIGINAL PROJECT# 740608 DRAWN BY: DKF THIRD FLOOR FRAMING PLAN SCALE: 3/32" = V -0" .t�� FLOOR SHEATHING SCHEDULE PACING SHEATHING THICKNESS SPAN RATING 6" O.C. 3/4" 40120 SHEATHING PERPENDICULAR TO SUPPORTS. SHEATHING NAILED AND GLUED TO FLOOR JOISTS, USE 8d NAILS 6" O.C. (EDGES) 12' O.C. (FIELD) NAILING NO CLOSER THAN 3/8" FROM PANEL EDGE. BEAM SCHEDULE MARK TYPE TYPE UB 01 (3)2X6 US 02 (3)2X6 US 03 (3)2X8 UB 04 (2)1.75X11.875 LVL US 05 (3)1.75X11.875 LVL UB 06 (2)2X10 UB 07 (2)1.75X11.875 LVL US 08 1.75X11.875 LVL UB 09 (2)2X10 US 10 (2)1.75X11.875 LVL UB 12 (3)1.75X16 LVL FLOOR JOIST SCHEDULE FJ 01 11.875" TJI 210 0 16" O.C. FJ 02 2X10 @ 16" O.C. FJ 03 (2)11.875 TJI 210 @ 16" O.C. FJ 04 (2)11.875 TJI 210 @ 16" O.C. FJ 05 11.875" TJI 210 @ 16" O.C. FJ 06 j 2X10 @ 16" O.C. POST SCHEDULE P 02 (2)2X POST P 03 (3)2X POST P 04 (4)2X POST P 07 6X6 POST P 15 HSS5X5X1 /4 P 16 HSS5XSX3/8 P 17 E HSS6X6X3/8 P 18 HSS8XSX1/2 P 19 HSS10X10X3/8 T 02 (2)TRIM T 03 (3)TRIM 1. STEEL COLUMNS REQUIRE BEARING PLATES 2. CONTINUE POS T F U RAT�Q OR STRUC CHECKED BY: PRT SCALE: 3/32" = 1' - 0 " DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 2 FEB 2009 Me*] ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT# 740608 DRAWN BY: FLOOR SHEATHING SCHEDULE O SHEATHING T SPA RATI Q 0 314" 40/20 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. SHEATHING NAILED AND GLUED TO FLOOR JOISTS. T O i 4. NAILING NO CLOSER THAN 3/8' FROM PANEL EDGE. US 05 (3)1.75X11.875 LVL UB 06 Z � (2)1.75X11.875 LVL J 1.75X11.875 LVL US 09 (2)2X10 0 (2)1.75X11.875 LVL CL (r UB 12 0 z:) Z m X - W Q 1= It C/) LL W It E- O D 0 U) J LL _J = Mr 0 z O o� UL CL U) CC I C0 X W X ORIGINAL PROJECT# 740608 DRAWN BY: FLOOR SHEATHING SCHEDULE SPACING SHEATHING T SPA RATI 16" o.c. 314" 40/20 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. SHEATHING NAILED AND GLUED TO FLOOR JOISTS. 3. USE 8d NAILS 6' O.C. (EDGES) 12' O.C. (FIELD) 4. NAILING NO CLOSER THAN 3/8' FROM PANEL EDGE. FOURTH FLOOR FRAMING PLAN SCALE: 3/32" = V -0" BEAM SCHEDULE MARK TYPE UB 01 (3)2X6 UB 02 (3)2X6 UB 03 (3)2X8 UB 04 (2)1.75X11.875 LVL US 05 (3)1.75X11.875 LVL UB 06 (2)2X10 US 07 (2)1.75X11.875 LVL UB 08 1.75X11.875 LVL US 09 (2)2X10 US 10 (2)1.75X11.875 LVL UB 11 (2)1.75X11.875 LVL UB 12 (3)1.75X16 LVL FLOOR JOIST SCHEDULE FJ 01 11.875" TJI 210 @ 16' O.C. FJ 02 2X10 @ 16' O.C. FJ 03 (2)11.875' TJI 210016" O.C. FJ 04 (2)11.875 TJI 210 @ 16' O.C. FJ 05 11.875' TJI 210 @ 16" O.C. FJ 06 2X10 @ 16" O.C. POST SCHEDULE P 02 (2)2X POST P 03 (3)2X POST P 04 (4)2X POST P 07 6X6 POST P 15 HSS5X5X1 /4 P 16 HSS5X5X3/8 P 17 HSS6X6X318 P18 HSS8XSX1/2 P 19 HSS10X10X3/8 T 02 (2)TRIM T 03 (3)TRIM 1. STEEL COLUMNS REQUIRE BEARING PLATES 2. CONTINUE POSTS TO FOUNDATION OR STRUCTURAL MEMBER ra«�. J DKF CHECKED BY: PRT SCALE: 3/32" = 1 - 0 " DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 99100 2 O CT 2 008 11208 1 DEC 2008 40209 2 FEB 2009 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul @acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. s w E F G F a SCALE: 3/32" = 1' -0" UB UD E F G A T ....,. ROOF SHEATHING SCHEDULE MARK SHEATHING THICKNESS I SPAN RATING RS3 5/8" 40/20 1. SHEATHING PERPENDICULAR TO SUPPORTS. 2. USE 8d NAILS 6" O.C. (EDGES) 12" O.C. (FIELD) 3. NAILING NO CLOSER THAN 318 FROM PANEL EDGE. BEAM SCHEDULE MARK TYPE RB 01 (2)2X6 RB 02 (3)2X10 RS 03 (2)2X8 RB 04 (2)1.75X9.5 LVL RB 05 (3)2X10 RB 06 (2)2X10 RS 07 (3)1.75X14 LVL RS 08 (3)2X10 RS 09 (2)1.75X9.5 LVL RB 10 (2)1.75X11.875 LVL RB 11 5.125X12 GLB RB 12 (2)2X8 RB 13 5.125X21 GLB RB 14 5.125X21 GLB RB 15 (2)1.75X16 LVL RB 16 (2)1.75X11.875 LVL RB 17 (2)2X10 ROOF RAFTER SCHEDULE RR 01 11.875" TJI 360 @ 16" O.C. RR 02 (2)11.875 TJI 360016" O.C. RR 03 2X12 @ 16" O.C. RR 04 ( 2 )2X12 @ 16' O.C. RR 05 2X10 @ 24" O.C. RR 06 2X12 @ 12" O.C. P 17 HVAC (SEE ARCHITECTURAL) P 16 ROOF OVER -BUILD WOOD TRUSS LOAD SCHEDULE GROUND SNOW LOAD, Pg = 43 PSF FLAT ROOF SNOW LOAD, Pf = 30 PSF TOP CHORD DEAD LOAD =12 PSF BOTTOM CHORD DEAD LOAD =13 PSF 1. DESIGN NOW LOADS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7.05 CHAP. 7 (2006 IBC 1608.1) POST SCHEDULE P 02 (2)2X POST P 03 (3)2X POST P 04 (4)2X POST P 07 6X6 POST pis HSSSX5X1 /4 P 16 HSS5X5X3/8 P 17 HSS6X6X3t8 P 16 HSS8X8X1/2 P 19 HSS10X10X3/8 T02 (2)TRIM T03 (3)TRIM 1. STEEL COLUMNS REQUIRE BEARING PLATES 2. CONTINUE POSTS TO FOUNDATION OR STRUCTURAL MEMBER FLOOR JOIST SCHEDULE FJ 01 11.875" TJI 210 @ 16' O.C. FJ 02 2X10 @ 16' O.C. FJ 03 (2)11.875 TJI 210 @ 16 O.C. FJ 04 (2)11.875 TJI 210 @ 16 O.C. FJ 05 11.875 TJI 210 @ 18' O.C. FJ 06 2X10 @ 16' O.C. ORIGINAL PROJECT* 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 O 1 DEC 2008 40209 Q o� Q 0 o� z D Q m CL X w � X z U) 2 w Q D LL C/) UL O J O = Cr. 0 z o= CL V MM W X W � + cc ORIGINAL PROJECT* 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: 3/32" = 1' -0" DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 29 OCT 2008 11208 1 DEC 2008 40209 2 FEB 2009 CONCRETE FOOTING - REINFORCEMENT AA NO SCALE STEEL COLUMN AND BASE PLATE (SEE STRUCTURAL) CONTROL JOINTS CONCRETE FOOTING (SEE STRUCTURAL) CONCRETE SLAB - STEEL COLUMN AH POUR BACK / NO SCALE (2) SIMPSON CS16 STRAPS 24" LONG DOUBLE TOP PLATE —z-- -_ 'I–' DOUBLE TOP PLATE r ro M (2) SIMPSON CS16 STRAPS 24" LONG OR DSC OR EQUIVALENT DOUBLE TOP PLATE SLIDE STRAP BETWEEN BEAM AND WALL OFFSET WOOD DIAPHRAGM - BWJ COLLECTOR STRAP NO SCALE • 0 M BI •• • l A M_ AK VERTICAL REINFORCEMENT (SEE FOUNDATION SCHEDULE) LONGITUDINAL EQUAL COMMON NAIL WALL (SEE FOUNDATION REINFORCEMENT SCHEDULE FOR REBAR DAMPROOF WHERE w SEE FOOTING SPACING ( J 6 U DOWEL j SCHEDULE) o TOP MAT WHERE REQUIRED o o w iv (SEE FOOTING SCHEDULE) w W/ AT LEAST 1!4" _ Uj IRREGULARffIES 8d 0 O 3" K 4 w jr 21/2 a REQUIRED 6 (SEE ARCHITECTURAL) ZZ FOOTING WIDTH CONCRETE FOOTING 51/2 (SEE FOOTING SCHEDULE) (SEE STRUCTURAL) 10 61/2 TRANSVERSE 12 8 O - -- -- REINFORCEMENT 4 w 6 _. (SEE FOOTING SCHEDULE) 31/2 8 8 41/2 10 10 FOOTING WIDTH 12 12 61/2 (SEE FOOTING SCHEDULE) 1. SPACING VALID FOR LATERAL LOAD ONLY, 7/16 STRUCTURAL II PLYWOOD OR OSB SHEATHING. 2. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. CONCRETE FOOTING - REINFORCEMENT AA NO SCALE STEEL COLUMN AND BASE PLATE (SEE STRUCTURAL) CONTROL JOINTS CONCRETE FOOTING (SEE STRUCTURAL) CONCRETE SLAB - STEEL COLUMN AH POUR BACK / NO SCALE (2) SIMPSON CS16 STRAPS 24" LONG DOUBLE TOP PLATE —z-- -_ 'I–' DOUBLE TOP PLATE r ro M (2) SIMPSON CS16 STRAPS 24" LONG OR DSC OR EQUIVALENT DOUBLE TOP PLATE SLIDE STRAP BETWEEN BEAM AND WALL OFFSET WOOD DIAPHRAGM - BWJ COLLECTOR STRAP NO SCALE • 0 M BI •• • l A M_ AK VERTICAL REINFORCEMENT (SEE FOUNDATION SCHEDULE) FOUNDATION COMMON NAIL WALL (SEE FOUNDATION 16 GAGE STAPLE SCHEDULE FOR REBAR (2) SIMPSON CS16 STRAPS 24" LONG OR DSC OR EQUIVALENT DOUBLE TOP PLATE SLIDE STRAP BETWEEN BEAM AND WALL OFFSET WOOD DIAPHRAGM - BWJ COLLECTOR STRAP NO SCALE • 0 M BI •• • l A M_ AK VERTICAL REINFORCEMENT (SEE FOUNDATION SCHEDULE) MUMI -UN INS neirvrvmurmrN i (SEE FOUNDATION SCHEDULE) J 0 Z da SINGLE CURTAIN (CENTER LAYER) ,a .a . - -4-- r DOUBLE CURTAIN (LAYER EACH FACE) CONCRETE WALL - REINFORCEMENT Al NO SCALE PENNY WEIGHT DESIGNATION FOUNDATION COMMON NAIL WALL (SEE FOUNDATION 16 GAGE STAPLE SCHEDULE FOR REBAR DAMPROOF WHERE SIZE &SPACING) REQUIRED (SEE ARCHITECTURAL) 6 U DOWEL 5 8 BARS TO CONCRETE SLAB Cc MATCH VERTICAL WHERE OCCURS ROUGHEN SURFACE WALL REINFORCEMENT (SEE ARCHITECTURAL) w W/ AT LEAST 1!4" _ Uj IRREGULARffIES 8d :" CLR: ° 3 2 4 DAMPROOF WHERE 21/2 a REQUIRED 6 (SEE ARCHITECTURAL) 8 FOOTING WIDTH CONCRETE FOOTING 51/2 (SEE FOOTING SCHEDULE) (SEE STRUCTURAL) MUMI -UN INS neirvrvmurmrN i (SEE FOUNDATION SCHEDULE) J 0 Z da SINGLE CURTAIN (CENTER LAYER) ,a .a . - -4-- r DOUBLE CURTAIN (LAYER EACH FACE) CONCRETE WALL - REINFORCEMENT Al NO SCALE PENNY WEIGHT DESIGNATION EQUIVALENT SPACING (INCHES) COMMON NAIL BOX NAIL 16 GAGE STAPLE 6d 4 4 31/2 6 6 5 8 8 61/2 10 10 81/2 12 12 10 8d 3 3 2 4 4 21/2 6 6 4 8 8 51/2 10 10 61/2 12 12 8 10d 4 4 2 6 6 31/2 8 8 41/2 10 10 51/2 12 12 61/2 NOTES: 1. SPACING VALID FOR LATERAL LOAD ONLY, 7/16 STRUCTURAL II PLYWOOD OR OSB SHEATHING. 2. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. 3. INTERNATIONAL BUILDING CODE (IBC) TABLE 2306.4.1. 4. ICC EVALUATION SERVICE REPORT NO. 1539, TABLE 14. 5. LOS ANGLES DEPARTMENT OF BUILDING AND SAFETY RESEARCH REPORT NO. 23633, TABLE 1. 6. FASTENERS IN PRESERVATIVE - TREATED AND FIRE - RETARDANT - TREATED WOOD SHALL BE OF HOT DIPPED ZINC- COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER (2006 IBC 2304.9.5). WOOD SHEAR WALL - BX EQUIVALENT FASTENERS / NO SCALE NOTE: FASTENERS IN PRESERVATIVE - TREATED AND FIRE- RETARDANT - TREATED WOOD SHALL BE OF HOT DIPPED ZINC - COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER (2006 IBC 2304.9.5). CONCRETE SLAB i __ C , 3" FOOTING WIDTH (SEE STRUCTURAL) 2X STUD WALL - CONCRETE NAILS EVERY 16" O.C. OR ANCHOR BOLTS WHERE REQUIRED (SEE SHEAR WALL SCHEDULE FOR ANCHOR BOLT SIZE AND SPACING) LONGITUDINAL REINFORCEMENT (SEE FOOTING SCHEDULE) a - DAMPROOF WHERE - REQUIRED (SEE ARCHITECTURAL) CONTINUOUS CONCRETE FOOTING (SEE STRUCTURAL) CONCRETE FOOTING - WOOD WALL NO SCALE SPLICE FOUNDATION WALL CORNER DOWELS TYP. AT FOOTINGS & FOUNDATION HORIZONTAL REINFORCING AS CALLED Y O OUT IN GENERAL STRUCTURAL NOTES _ OR STRUCTURAL DRAWINGS INTERSECTION REQUIRED LAP LENGTH TYPE CONCRETE MASONRY MIN. SPLICE 40 BAR DIA. 48 BAR DIA. 24" HOOK 12 BAR DIA. 20 BAR DIA. 12" CONCRETE WALL - CORNER AND Ai INTERSECTION NO SCALE 10d @ 3" O.C. (2) SIMPSON LTP4 @ 16" O.C. -� DOUBLE TOP PLATE SHEAR WALL PARALLEL TO JOISTS 10d @ 3" O.C. FULL HEIGHT BLOCKING (TYP) SHEATHING 12" (U.N.O.) (3) #3 TIES WITHIN 6" O.C. OF TOP GRADE T S "OC -' #3 IE @ 6 _ O SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTS Q w Q 0 Cr m r Q Q U =) CC LL MINIMUM BEND INSIDE g a RADIUS = 6 BAR DIA. r W LL — w s a z 12 BAR DIA. CONCRETE FOOTING (SEE STRUCTURAL) CONCRETE FOOTING - CONCRETE COLUMN AF OR PIER NO SCALE VENEER WHERE OCCURS (SEE ARCHITECTURAL) _ SHEATHING (SEE SHEAR WALL SCHEDULE) 2X STUD WALL /– ANCHOR BOLT WITH 3=0.229" PL WASHER (SEE SHEARWALL SCHEDULE FOR SIZE AND SPACING) NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD SILL PLATE (2006 IBC 2304.11.2.2) CONCRETE SLAB (SEE ARCHITECTURAL) - -- 4, , ° DAMPROOF WHERE - i � REQUIRED -- DAMPROOF WHERE (SEE ARCHITECTURAL) REQUIRED (SEE ARCHITECTURAL) FOUNDATION WALL (SEE STRUCTURAL) CONCRETE WALL - AN WOOD WALL _ NO SCALE 1/2" EXPANSION STRIP 18 HOURS OF PLACEMENT CONCRETE SLAB -ON -GRADE (SEE ARCHITECTURAL) DAMPROOF WHERE a REQUIRED ° (SEE ^x ARCHITECTURAL 4" PEA GRAVEL BASE CONTROL JOINT 1/2" X 16" SMOOTH BARS @ 16" O.C. 1/2" EXPANSION STRIP GREASE ONE END OF BAR. SLAB -ON -GRADE DAMPROOF WHERE REQUIRED (SEE ax "6 ARCHITECTURAL CONCRETE AG JOINTS NO SCALE fV G T C N c o 4'-0" MINIMUM BETWEEN SPLICES TOP PLATE TO LOWER PLATE: 12 - 16d NAILS (2 ROWS OF 6) LOWER PLATE TO TOP OF STUDS: 2 - 16d NAILS AT EACH STUD 8' -0" MINIMUM TO NEXT LAP WOOD DIAPHRAGM - o � TOP PLATE SPLICE V V J NO SCALE WOOD SHEAR WALL - BZ FLOOR DIAPHRAGM / NO SCALE WOOD SHEAR WALL - FORCE TRANSFER C AROUND OPENING NO SCALE DIPPED ZINC - COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER (2006 IBC 2304.9.5). WOOD SHEAR WALL - r , n HOLD -DOWN V L! � NO SCALE 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. O SEE STRUCTURAL PLAN FOR SHEAR WALL EXTENT AND REQUIREMENTS Q O FLOOR SHEATHING m r Q 0 r � V D Uj W p cc I I C J Q W POST (SEE D FLOOR JOIST (TYP) SOLID BLOCKING U SOLID BLOCKING T � W r V HOLD -DOWN Z - CS16 -32" — CS16 -32" I i m m x SCHEDULE) LLI WINDOW OPENING DOOR OPENING POST- INSTALLED I� I� (WHERE OCCURS) (WHERE OCCURS) ANCHORAGE DEVICE (SEE HOLD -DOWN SCHEDULE) I FLOOR SHEATHING CS16 -32" ANCHOR BOLT DRILL h SOLID BLOCKING AND EPDXY FLOOR JOIST (TYP) (2) 2X POST OR 4X (SEE HOLD -DOWN SCHEDULE FOR BOLT .. , (2) SIMPSON POST- PROVIDE EDGE DIAMETER AND LTP4 BETWEEN NAILING ALONG FULL EMBEDMENT LENGTH) EACH JOIST HEIGHT OF POST it DOUBLE TOP PLATE ;90 2X FRAMING i I O a • R , o• o :,• If I o e HOLD -DOWN HOLD -DOWN OFESS 4 UIRED IF REQUIRED Q REQUIRED Q 4 h (SEE STRUCTURAL) (SEE STRUCTURAL) SEE SHEAR WALL SCHEDULE FOR ANCHOR �. NOTE: FASTENERS IN PRESERVATIVE - TREATED AND � O BOLTS SIZE AND SPACING FIRE - RETARDANT - TREATED WOOD SHALL BE OF HOT WOOD SHEAR WALL - BZ FLOOR DIAPHRAGM / NO SCALE WOOD SHEAR WALL - FORCE TRANSFER C AROUND OPENING NO SCALE DIPPED ZINC - COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER (2006 IBC 2304.9.5). WOOD SHEAR WALL - r , n HOLD -DOWN V L! � NO SCALE 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 S2.1 LL `– 4" PEA GRAVEL BASE CONSTRUCTION JOINT FLUSH (2) SIMPSON CS16 PERPENDICULAR TO JOISTS O Q O m r Q 0 r � V D Uj W p cc I I C J Q W D � U T � W r V Z Cn I i m m x I� LLI ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 S2.1 LL `– 4" PEA GRAVEL BASE CONSTRUCTION JOINT FLUSH (2) SIMPSON CS16 PERPENDICULAR TO JOISTS POST(SEE HOLD -DOWN SCHEDULE) 30" MIN. REBAR LENGTH NAILED PORTION RIM JOIST WHERE OCCURS WOOD SHEAR WALL — HOLD —DOWN CE (FOUNDATION STRAP r NO SCALE W -SHAPE BEAM (SEE STRUCTURAL) EMBEDDED FOUNDATION STRAP (SEE HOLD -DOWN SCHEDULE) 1/4 E70 (ALL SIDES) _ W -SHAPE BEAM (SEE STRUCTURAL) W -SHAPE BEAM 3/4" O.C. FULL WEB HEIGHT DIA. BOLTS @ W WHERE OCCURS (SEE STRUCTURAL) (1 1/2" EDGE DIST.) COPE WHERE REQUIRED STIFFENER TO MATCH - THICKNESS OF BEAM WEBS (3/8' MIN.) W —SHAPE BEAM — EC SHEAR CONNECTION NO SCALE 1 /4 E70 E70� 1�4 t y L_ D ti D W -SHAPE BEAM (SEE STRUCTURAL) STIFFENER TO MATCH COLUMN WALL THICKNESS (1/4" MINIMUM) 3/4" CAP PLATE WITH (4) 3/4" DIA. BOLTS HSS COLUMN (SEE STRUCTURAL) c HSS COLUMN — P OMF W —SHAPE BEAM ( END ) 2 rE H NO SCALE 0 POST(SEE HOLD -DOWN SCHEDULE) FLOOR -TO -FLOOR STRAP (SEE HOLD -DOWN SCHEDULE) PROVIDE MINIMUM 8" END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END WOOD SHEAR WALL — HOLD —DOWN CF FLOOR STRAP NO SCALE 3/4" DIA. F1554 GR. 36 HOOKED ANCHOR RODS WITH 7' MINIMUM EMBEE N T /\ ll 1 1/2" 1 WALL STANDARD 1 HSS COLUMN BASE PLATE HSS COLUMN WALL CORNER E LJ NO SCALE 1/4 E70 3/4" CAP PLATE WITH (4) 3/4" DIA. BOLTS HSS COLUMN (SEE STRUCTURAL) HSS COLUMN — —SHAPE BEAM OMF W E) (INTERMEDIATE) NO SCALE KING STUD MIN. (1) PLY U.N.O. HEADER (SEE STRUCTURAL PLANS) TRIMMER(S) (SEE STRUCTURAL PLANS) FACE NAILING - 10d COMMON (0.148X3 ") NAILS @ 6" O.C. STAGGERED WOOD BEAM — WALL HEADER FRAMING LJ t o A I NO SCALE ANCHOR ROD BASE PLATE HSS COLUMN (SEE STRUCTURAL) 1" NON - SHRINK GROUT )NCRETE WALL (SEE - RUCTRUAL) HSS COLUMN — EE CONCRETE WALL NO SCALE F1554 GR. 36 (SEE STRUCTURAL FOR SIZE AND MINIMUM EMBEDMENT) 1/4 N E70 3/4" BASE PLATE O CUT as LENGTH = 36" (3' -0") Do 64h END 2X BASE PLATE 0o LENGTH °o FLOOR SHEATHING (SEE SCHEDULE FOR SPACING) FLOOR SHEATHING SCHEDULE) oa =; FLOOR JOISTS CLEAR (SEE STRUCTURAL) SPAN I SIMPSON A35 OR USP EQUIVALENT @ 16" O.C. ,° ° END v. . LENGTH (2) 8d NAILS EACH JOIST WOOD SHEAR WALL — HOLD —DOWN CF FLOOR STRAP NO SCALE 3/4" DIA. F1554 GR. 36 HOOKED ANCHOR RODS WITH 7' MINIMUM EMBEE N T /\ ll 1 1/2" 1 WALL STANDARD 1 HSS COLUMN BASE PLATE HSS COLUMN WALL CORNER E LJ NO SCALE 1/4 E70 3/4" CAP PLATE WITH (4) 3/4" DIA. BOLTS HSS COLUMN (SEE STRUCTURAL) HSS COLUMN — —SHAPE BEAM OMF W E) (INTERMEDIATE) NO SCALE KING STUD MIN. (1) PLY U.N.O. HEADER (SEE STRUCTURAL PLANS) TRIMMER(S) (SEE STRUCTURAL PLANS) FACE NAILING - 10d COMMON (0.148X3 ") NAILS @ 6" O.C. STAGGERED WOOD BEAM — WALL HEADER FRAMING LJ t o A I NO SCALE ANCHOR ROD BASE PLATE HSS COLUMN (SEE STRUCTURAL) 1" NON - SHRINK GROUT )NCRETE WALL (SEE - RUCTRUAL) HSS COLUMN — EE CONCRETE WALL NO SCALE F1554 GR. 36 (SEE STRUCTURAL FOR SIZE AND MINIMUM EMBEDMENT) 1/4 N E70 3/4" BASE PLATE 1 1/2" MID -SIDE ANCHOR RODS WHERE OCCUR (SEE STRUCTURAL) HSS COLUMN HSSCOLUMN — � OMF BASE PLATE V NO SCALE N --H� 1 1/2" 1 /4 E70 T II 3/4" DIA. BOLTS 3" O.C. FULL WEB HEIGHT W -SHAPE BEAM (SEE STRUCTURAL) PLATE THICKNESS = MAX WEB THICKNESS + 1/8" EA W —SHA NO SCALE HSS COLUMN (SEE STRUCTURAL) ANCHOR RODS 1/4" FILLET WELD ALL AROUND POUR BACK BASE PLATE , , SLAB III - a DAMPROOF WHERE 1" NON - SHRINK ° A ° REQUIRED GROUT (SEE ARCHITECTURAL) FOOTING (SEE STRUCTRUAL) HSS COLUMN — CONCRETE FOOTING EF (SPREAD) NO SCALE SOLE PLATE NAIL (SEE O SHEAR WALL SCHEDULE FOR SIZE AND SPACING) 2X STUD WALL 64h ACROSS JOINT OR SIMPSON 2X BASE PLATE LTP4 PLATE OR USP 1 1/2" MID -SIDE ANCHOR RODS WHERE OCCUR (SEE STRUCTURAL) HSS COLUMN HSSCOLUMN — � OMF BASE PLATE V NO SCALE N --H� 1 1/2" 1 /4 E70 T II 3/4" DIA. BOLTS 3" O.C. FULL WEB HEIGHT W -SHAPE BEAM (SEE STRUCTURAL) PLATE THICKNESS = MAX WEB THICKNESS + 1/8" EA W —SHA NO SCALE HSS COLUMN (SEE STRUCTURAL) ANCHOR RODS 1/4" FILLET WELD ALL AROUND POUR BACK BASE PLATE , , SLAB III - a DAMPROOF WHERE 1" NON - SHRINK ° A ° REQUIRED GROUT (SEE ARCHITECTURAL) FOOTING (SEE STRUCTRUAL) HSS COLUMN — CONCRETE FOOTING EF (SPREAD) NO SCALE SOLE PLATE NAIL (SEE O SHEAR WALL SCHEDULE FOR SIZE AND SPACING) 2X STUD WALL SHEATHING CONTINUOUS ACROSS JOINT OR SIMPSON 2X BASE PLATE LTP4 PLATE OR USP EQUIVALENT (SEE SHEAR WALL FLOOR SHEATHING (SEE SCHEDULE FOR SPACING) FLOOR SHEATHING SCHEDULE) TIMBERSTRAND RIM JOIST FLOOR JOISTS PANEL EDGE NAILING (SEE STRUCTURAL) TO RIM JOIST I SIMPSON A35 OR USP EQUIVALENT @ 16" O.C. PROVIDE FULL - HEIGHT BLOCKING @ 32" (2) 8d NAILS EACH JOIST O.C. IN FIRST TWO BAYS WHEN JOISTS W OR WOOD TRUSSES ARE PARALLEL TO WALL, OR PROVIDE GYPSUM BOARD TO 2x DOUBLE TOP PLATE FLOOR ASSEMBLY. PROVIDE MINIMUM JOIST BEARING (SEE MANUFACTURER) REQUIRE SOLID BLOCKING ALL PANEL EDGES EXTERIOR SHEATHING, REFER D TO NAILING SCHEDULE. FLOOR JOIST — FO EXTERIOR WOOD WALL NO SCALE PE BEAM — SPLICE 1/4 E70 W- SHAPED BEAM (SEE STRUCTURAL) STIFFENER TO MATCH COLUMN WALL THICKNESS (MINIMUM) E70 3/4" CAP PLATE WITH (4) 3/4" DIA. BOLTS HSS COLUMN (SEE STRUCTURAL) HSS COLUMN — W— SHAPED BEAM EB (END) NO SCALE HSS COLUMN (SEE STRUCTURAL) FOUNDATION WALL (SEE STRUCTRUAL) 1/4" FILLET WELD ALL AROUND a �z ° a a ANCHOR RODS a a ° ° a a BASE PLATE - a a a 1" NON SHR[NK GROUT -- FOOTING - - - -! _ (SEE STRUCTRUAL) HSS COLUMN — CONCRETE FOOTING EG (FOUDATION WALL) NO SCALE FULL - HEIGHT BLOCKING --" BETWEEN JOISTS E DOUBLE TOP PLATE FLOOR SHEATHING (SEE FLOOR SHEATHING SCHEDULE) FLOOR JOISTS CONTINUOUS OVER WALL (SEE STRUCTURAL) SHEATHING ON SHEAR WALLS (SEE STRUCTURAL) FLOOR JOIST — INTERIOR WOOD WA F (BELOW) NO SCALE 13074 �� OF `� � �_ 0 ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineering.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 S2.2 O Q O Q 0 v Cn cc I Q X W W p Q W I.J.. D � U E � cc r Z V E Cn 00 x ICC ORIGINAL PROJECT # 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 S2.2 DIAPHRAGM 0 ROOF 10d @ 3" O.C. SHEATHING SHEATHING r 2" COLUMN DIAMETER (SEE STRUCTURAL) a D BOUNDARY NAILING O I --- - Mr 2X BLOCKING EVERY WOOD TRUSS OR RAFTER THIRD BLOCK MAY BE �;�',�, ;�;�'„ , `. NAILING -SAME � AS SHEAR — N TIES (SEE STRUCTURAL • FOR SIZE AND SPACING) • TURNED FLATWISE FOR VENTILATION SUPPORT OVER -BUILD ON FULL WIDTH OR MULTIPLE 2X LEDGER 1 ;�� ,�,� � `� WALL BELOW • VERTICAL U) FASTEN TO LOWER FRAMING WITH (4)10dX3 NAILS " PRE - FABRICATED X� �x� �r ' NAIL BLOCKING TRUSS BLOCKING � , � ' • REINFORCEMENT ) (SEE STRUCTURAL Q OR,� TO TRUSSES X LOWER ROOF FRAMING SHEAR WALL �%� �. ' WITH 16d NAILS • SIMPSON OR USP RID E OR IP B OR WOOD TRUSSES @ 6 O.C. ' " ENT TIES (SEE STRUCTURAL VERTICAL REINFORCEMENT STURUCTURAL) C/) EQUIVALENT H1, H2.5 OR H2.5A k � "� M BI I (I'I xx FOR SIZE AND SPACING ) (SEE @ 6" O.C. 10dX3" RS EVERY TRUSS/RAFTER ANC o�no� �nnn ,Kx;�, :;, SIMPSON LTP4 COLUMN WIDTH 2X WALL EACH BEARING END OVER- UILD @ 16" O.C. OR (SEE STRUCTURAL) SHEATHING SEE NAILING SCHEDULE FRA G O woo TRU A35 @ 12" O.C. DOUBLE TOP RECTANGULAR COLUMN CIRCULAR COLUMN VENEER WHERE OCCURS (SEE ARCHITECTURAL) 24" C. U. SHEATHING`S PLATE r Z V OPTION 1 Z r X SHEAR WA 2X FRAMING L6X4X5/16" A36 STEEL ANGLE CL BOLTED TO 2X8 BLOCKING DIAPHRAGM PERPENDICULAR TO TRUSSES TIES (SEE STRUCTURAL VERTICAL REINFORCEMENT FOR SIZE AND SPACING) (SEE STURUCTURAL) WITH 1/2" LAGS @ 8" O.C. BOUNDARY NAILING m X a ° 2X BLOCKING EVERY WOOD TRUSS OR RAFTER a 2 � THIRD BLOCK MAY BE TURNED FLATWISE FOR 10d @ 3" O.C. ROOF SHEATHING ° ° CONdAETE WAL4 ° VENTILATION ° • SEE STRUCTURAL) DOUBLE TOP PLATE Q 4 ° 4 SHEATHING - NAILING SAME AS • SHEAR WALL BELOW ° SIMPSON A35 OR USP SIMPSON OR USP EQUIVALENT @ 24" O.C. SUPPORT EACH RIDGE/HIP BEAM AND EACH RAFTER SIMPSON LTP4 @ 16" O.C. TRUSS OR FRAMED WALL OR A35 @ 12 O.C. COLUMN WIDTH (SEE STRUCTURAL) EQUIVALENT H1, H2.5 OR H2.5A ANCHORS EVERY TRUSS/RAFTER WITH VERTICAL 2X "KICKERS" EVERY 48" O.C. DOUBLE TOP PLATE RECTANGULAR COLUMN INTEGRAL WITH WALL EACH BEARING END SUPPORT KICKERS ON ROOF FRAMING BELOW SHEAR WALL SHEATHING SEE FASTEN TO LEDGER WITH SIMPSON A34 @ 24" O.C. NAILING SCHEDULE OPTION 2 PARALLEL TO TRUSSES ROOF TRUSS - BLOCKING ROOF TRUSS - SHEAR WALL - ROOF CONCRETE COLUMN - 230 PLF UNIT SHEAR) OVERBUILD DIAPHRAGM CONNECTION REINFORCEMENT LEDGER - BRICK VENEER G1 NO SCALE G K NO SCALE G NO SCALE G N NO SCALE HA NO SCALE W -SHAPE A992 -50 FULL - DEPTH SOLID LVL BLOCKING 2X NAILER (RIP TO MATCH) SEE STRUCTURAL PLANS WITH 1/2" DIA. A307 BOLTS FLOOR OR @ 32" O.C. STAGGERED ROOF SHEATHING FLOOR OR FLOOR OR FLOOR SYSTEM WHERE OCCURS ROOF SYSTEM ROOF SYSTEM (SEE STRUCTURAL) 2X STUD WALL (2) COMMON NAILS 1/4 W -SHAPE BEAM E70 1 1/2" N (SEE STRUCTURAL) LVL LEDGER FULL JOIST HEIGHT WITH (3) ROWS 1/2" DIA. LAG @16 " O.C. (STAGGERED) TOP FLANGE JOIST TOP FLANGE JOIST SCREWS @1 16' O.C. (STAGGERED) (2) SIMPSON A34 HANGER HANGER — r FLOOR SHEATHING (SEE FLOOR FULL HEIGHT CLIPS EA. BLCOK 0 o �� A\ SHEATHING SCHEDULE) SOLID BLOCKING lUl 2x4 BRACI @ /4" DIA. BOLTS @ W -SHAPE BEAM FLOOR O (SEE STRUICTURAL) 6 3" O.C. FULL FLOOR OR ROOF SYSTEM - BOTH SIDES (SEE STRUCTURAL) WEB HEIGHT WALL TOP PLA E WALL TOP PLATE _ _ W -SHAPE A992 -50 (SEE STRUCTURAL) - - - -_ - -- 2X STUD WALL 1/2" DIA A307 BOLTS @ 24" O.C. STAGGERED. PLATE THICKNESS = 1/," 4307 BOLTS Cc 4" O.C. ST GGERED. JOIST HANGER MAX WEB THICKNESS + 1/8" ° GYPSOM BOARD LAYERS _v/d 2X STUD WALL WHERE OCCUR (SEE ARCHITECTURAL) FLOOR OR ROOF SYSTEM - ONE SIDE BEARING WALL - STEEL BEAM - FLUSH SUSPENDED FLOOR WOOD WALL - FLOOR (SUSPENDED) DETAIL H V DETAIL JOISTS CEILING SUPPORT HG NO SCALE NO SCALE IV NO SCALE JA NO SCALE JB NO SCALE PILASTAR WIDTH ROOF (SEE ARCHITECTURAL) a� (SEE STRUCTURAL) CONCRETE HAUNCH TO 1/4" q SUPPORT BRICK PILASTER 1/4" 9.5" ' a LO 4$° WOOD BEAM T WOOD BEAM (SEE STRUCTURAL) FULL JOIST -DEPTH CONTINUOUS LEDGER WITH (3) 16d NAILS INTO a ' (SEE STRUCTURAL) EACH VERTICAL STUD SIMPSON CCO (OR EQUIVALENT) FLOOR JOIST a v SIMPSON CCO (OR COLUMN CAP (SEE STRUCTURAL) o --°-- T — EQUIVALENT 1/4" BUCKET) COLUMN CAP o FASTNERS - (SEE COLUMN CAP SPECS.) CONCRETE WALL FASTNERS 1/4 (SEE COLUMN CAP SPECS.) HSS COLUMN ' (SEE STRUCTURAL) ROOF TRUSSES � (SEE STRUCTURAL) `� L►� HSS COLUMN a (SEE STRUCTURAL) 2X4 BLOCKING BETWEEN EACH SIMPSON H2.5 (EACH TRUSS) ° a CONCRETE FOOTING TRUSS SIMPSON A35 @ EACH BLOCK (TYPICAL) 41 9 HSS COLUMN -WOOD BEAM HSS COLUMN- CONCRETEHAUNCH KA NO INTERMEDIATE M WOOD BEAM END ATTIC WALKWAY FRAMINGr..,IN:. ,o- SCALE NO SCALE N NO SCALE O NO SCALE ACUTE ENGINEERING P.C. Paul R. Thorley P.E. Principal 1429 South State St. Orem, Utah 84097 Phone 801.229.9020 Fax 801.224.0050 paul@acuteengineefing.com THESE STRUCTURAL DRAWINGS ARE BASED ON ARCHITECTURAL DRAWINGS. SEE CURRENT REVISION DATE. DIMENSIONS AND ELEVATIONS ARE SUPPLIED BY THE ARCHITECT. THEY MAY BE PROVIDED ON THE STRUCTURAL PLANS AND DETAILS FOR THE CONVENIENCE OF THE CONTRACTOR. VERIFY DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 2 O CT 2008 1 1 DEC 2008 40209 2 F 2009 S2.3 0 a D O Mr Q Q V U) CC J Q M D W X W W p C/) w D F_ C/) U r Z V Z W CL V J m X w ORIGINAL PROJECT# 740608 DRAWN BY: DKF CHECKED BY: PRT SCALE: NTS DATE: 18 SEPT 2008 REVISIONS NUMBER: DATE: 511008 22 OCT 2008 991008 2 O CT 2008 1 1 DEC 2008 40209 2 F 2009 S2.3 ® KEYED NOTES 18 17 IC6) 8 T'/ Y Y X X_ i I I I I 1 i I i i I I I i I I I I i I I I I i I I I I I I I I I i I I SU D , I i I POOL EQUIPME T , 0 MECH I 1 _� , -- 1- i - - - -- i - - -- - - -- -- Y -� - Y - - Al - -- - - - —E��� - - - - -- I -- - - - - -- -- I - -- -- zI Y Q,WI �IIN(, � �, � Fni IIP 0 0 14 0 . O }3 O V N 7L, AUZM" (a GREAT LOUNGE CI , E 134 ENTRY o I 140 ROOM 120 BUFFETI I FOOL? i O 14 1 I I {� I I- / 'REP 1 i I� �I ( i 130 \�.. 118 116 51Z ' EUE NF l 11 `.. E Bt A/ \ r P N ER L NETWORK Lj E -- I - - -- -- - -- - -- -- - - - - -- - -- _— E - - -- - - - - -- 1 -- - - - -- — -- i I THE — U sIN LS J - - - - -- - -- 10 Y ___,. - -- - - - -- ENTER I I 126 (--- - -- --- - - -- -- -- - - - - --- - Vl- r S - - -- -- -- - - - -�---- — 1_-� 128 I 1 I I I PATIO { - - - - - -- I I t _� I I I I I I I 1 I01 o f I L o l l �_ - -- I I I I I I I I I I I 11 I i Il I I I 1 I I I I 1 I I I I PORTE- i I I I COCHRE i I I 1 I I I I I I I I i I I I I I i i I I i I I I 11 I I I� i I I 1 I I I I I i I I to of i I I1_ ___-- _1_ ___--- _1_ _________1� i i I I I I I 1 I I 1 7,) I FIRST LEVEL MECHANICAL PLAN A SCALE: 3/32 "44" b b OI 0 �I Z: \8000 \8053 Springhill Suites Rexburg \8053m M1.1.dwg, 2/11/2009 1:20:09 PM, 1:1, G3 DESIGN BUILD Y � r I I I Y' I (4 \ �Y I I i I I , I i I ( , ( I — - — "� C ) �I El v 104 V 102`I , I ' Aj M2. .n 1 TA C - -- - — - — - — - ---� - —... -- — - - -- - — -� -- - --- - - -- -i - -- -- -- - -� I I I I I I I I I I I I i I J I 1 I i I ! I I I I I I I I I ! I i I I tO SEE TYPICAL ENLARGED UNIT PLANS ON SHEET M2.2.. ARCHITECTURAL FLOOR PLAN UPDATES 11 FEB 09 )1 MECHANICAL LEGEND EXHAUST VENT SYMBOL OR 07 -03 -08 OR MEANING 07 -11 -08 MEANING ABBROL SA DIFFUSER Bid Set ® 08 -08 -05 DUCT 5 ® ADD #2 ROUND DUCT CONTRACTOR RISE RA GRILLE DROP DROP > <� EXHAUST VENT 1 07 -03 -08 Progress Set ROUND DUCT 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set RISE 08 -08 -05 ACCESS PANEL 5 ® ADD #2 ROUND DUCT CONTRACTOR DROP FIRE DAMPER F EQUIPMEV IDENTIFICATION '.OMBINATION FIRE THERMOSTAT TU WOKE DAMPER SMOKE DAMPER S SENSOR MANUAL VOLUME -- _- !,. DEMOLITION �`�` DAMPER - - t t WYMZED QNyM CONNECTION TO EXISTING GRAUTY BAQGVFT _ w D 1' SCALE . .. �.a I DAMPER VERIFICATION Y I I I I ( I I I I I , 1 I I I %- --- - - - -I— R . 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 5 08 -08 -06 ADD #2 CONTRACTOR ARCHITECT ][U ARCHITECT >r ISM M�TMS�s� 11�rE MM IIRMiFN SPRINGHILL. $ ES A,sme" bA CA R$ b an . O a cd U O .Q Al O x SS \OME FN oGitsTE"b Cti 12692 � £ o LEE GOF DRAWN BY: CHECKED BY: MG DATE: 11 JUL 2008 JOB N o.: 8053 SHEET I 'm FIRST LEVEL MECHANICAL PLAN CONS f RUCTION SET 24 NOV 08 / (1 7� K ING SUITE 229 ------------------ r --------- - - - - - - - - - - - - - - - - - -- --------- - - - - - A - --- - - - - -- (17 (9) 7) Q6) 5 1 (16) 13 im OUBLE SYMBOL OR ABBR. 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II ORAC KING KINU K ING DOUBLE ��N G 1 DOUBLE I/(I IN G DOUBLE DOUB E KING KING QUEE QUEEN DOUBLE DOUB E KING K ING, )UEEN U QUEEN �J U ' E N SUITE SUITE SUITE ITE - SUITE SUITE SUITE E SUITE SUITE 11\ U I TE SUIT- SUITE SUITL- - SU I TE L- 230 2 2 8 226 924 222 , 220 218 216 214 212 210 ?06 204 202 SH SH 208 SH T T ,%T SHIE SH 4T S�sy SW SST 5 4 W > 5 1 4V 2.3j LI 5TAC TAC — - —1- — - - - -- �- — - - - -- - -- - - - - - -- '-- - - -- - — - — __� -- - - - -- -- - - - -- -- -- TAC EITA C) I 77 1�711111 F U ! I h—TAC\ i I -- I _ �/ _ I ____— _ —__. —_ '_—._ `— . —_�_ —_ 1 _______ I ____.____— __ __ __ __'-_ P # C - ------- F AC\ TAC - T - I �G) /fT \2/ 5L0Pf \2/ -- - -------- --- — ----------- -------------- ------------------- — - - ---- - - 4 -4 1 - - - - - - - - - - - - - - - t 14 Z U O ku O b cd O SECOND LEVEL MECHANICAL PLAN AA 4 SCALE: 3/32"4 4) (2) A KING SUITE 1 20 S (D 2 1 -4- KEYED NOTES 1. SEE TYPICAL ENLARGED UNIT PLANS ON SHEET 5 M2.2. 2. IC . Q� 3. POWDER COAT, COLOR TO ATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). A EXHAUST VENTING REVISED ARCHITECTURAL FLOOR PLAN UPDATES 11 FEB 09 )1 MECHANICAL LEGEND Z:\8000\8053 Springhill Suites Rexburg\8053m M1.2.dwg, 2/11/2009 1:21:43 PM, 1:1, G3 DESIGN BUILD M EANING SYMBOL OR ABBR. MEAN A N I N G SYMBOLOR ABBR. SA DIFFUSER H DUCT RISE QUEEN RA GRILLE SUITE I SUITE I SUITE DUCT S %.v t 209 A & : I 1 207 V 6 08-12-23 REVISION DROP I EXHAUST VENT z ROUND DUCT RISE G ACCESS PANEL O ILI ROUND DUCT 0 DROP FIRE DAMPER EQUIPMENT IDENTIFICATION COMBINATION FIRE THERMOSTAT TO SMOKE DAMPER SMOKE DAMPER SENSOR MANUAL VOLUME DEMOLITION x > DAMPER MD1MZED 04M CONNECTION TO EXISTING W G BAQUWT %M I " SCALE L&IF I DAMPER VERIFICATION 10) (7) 7 T T' ROOF h ! TAC I I TAC 2 2- 2 TAC 7 /PTAC\ F ----- - ------- 1 II �U� I /� � �� - - -- '���IU� I �!U� I � !I �JUBLE — 11 —(; L �� D 0 U B L`Q )UEEN 07-11-08 KING QUEEN QUITE SUITE I SUITE I SUITE 213 Sil R S %.v t 209 A & : I 1 207 V 6 08-12-23 REVISION I 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756-5980 Fax: (801) 756-5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07-03-08 Progress Set 2 07-11-08 Pen Set 3 07 - 15 - 08 B id S et 4 08-08-05 ADD #1 4 08-08-06 ADD #2 6 08-12-23 REVISION CONTRACTOR ARCHITECT ............... .. 01— ARCHITECT SPRINGHILL sums Mdt %()ML FN G%ST CA- 70 1269 At or LEE G PI DRAWN BY: CHECKED BY: MG DATE: I I JUL 2008 JOB NO.: 8053 SHEET 1,92 SECOND LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 0 rwo f4 ' 0 O ILI 0 %()ML FN G%ST CA- 70 1269 At or LEE G PI DRAWN BY: CHECKED BY: MG DATE: I I JUL 2008 JOB NO.: 8053 SHEET 1,92 SECOND LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 0 a 9b b b 0 b 9 q V L7 b as 0 0 18 17 I ( I ( i II g ---- ' - - - - -- _ III 16) I i J I I ( i 2.3 E !� it KING 332 II SUITE I 7 330 o L.'— — — — 0 I I ! ! i (18 17 (16 U 12 v vg i 8) (7 r j v l v I i i ! 15) 14) 13) OWN ---- i--- - - - - -- I ----- - - - -- I I I I (12 i ! THIRD LEVEL MECHANICAL PLAN A SCALE: 3/32 "' =1' -0' ZA8000 \8053 Springhill Suites Rexburg \8053m M1.3.dwg, 2/11/2009 1:22:40 PM, 1:1, G3 DESIGN BUILD l f i i ® KEYED NOTES 1. SEE TYPICAL ENLARGED UNIT PLANS ON SHEET M2.2. 2 ICAL). 3. POWDER COAT, COLOR TO ATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). '4) I I ( 3 i I I i 2) (1 I I I I I I i MECH. j O j O I ELEC. KING KING SUITE 4 I SUITE 30 302 s'4�T � I i � - -- j - -- M2.3 I I ! � 0 I 1 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build No. PRINTINGS Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 5 08 -08 -06 ADD #2 OF LEE GP 08 -12 -23 REVISION CONTRACTOR ARCHITECT KE ARCHITECT SPRINGHILL. suffn v � Q 6 EXHAUST VENTING REVISED �S�pNAL F/V \ST fRF • rmw � 0 q� f OF LEE GP MECHANICAL LEGEND DRAWN BY: -- MEANING Cl MEANING SYMBOL OR ABBR 0 SA DIFFUSER ® DUCT RISE 0 DATE: I I JUL 2008 RA GRILLE DUCT v � Q 6 EXHAUST VENTING REVISED �S�pNAL F/V \ST fRF C1. ll `` 12692 q� f OF LEE GP MECHANICAL LEGEND DRAWN BY: -- MEANING SYMBOL OR ABBR MEANING SYMBOL OR ABBR C x E C x E D BY : MG SA DIFFUSER ® DUCT RISE 129 DATE: I I JUL 2008 RA GRILLE DUCT DROP JO N o.: 8053 EXHAUST VENT ROUND DUCT RISE ACCESS PANEL ® ROUND DUCT DROP © SHEET M1 FIRE DAMPER EQUIPMENT IDENTIFICATION COMBINATION FIRE THERMOSTAT TO SMOKE DAMPER _ SMOKE DAMPER SENSOR ® THIRD LEVEL uMPAL VOLUME DEMOLITION X MECHANICAL X /X11 M CONNECTION TO . -. -- PLAN MDICRIZfD We - EXISTING GRAY Y BA000FT _ - G 1' SCALE - j CONSTRUCTION SET 24 NOV 08 nAAPFR VERIFICATION ® KEYED NOTES 1. SEE TYPICAL ENLARGED UNIT PLANS ON SHEET M2.2. 7)N/ 6) (5 /) 18 17 16 15 X14 13) (12� (11� 10 ) 8� (7 T I I I i I I i I I i I i I i I I I I I I I I I I I I I I I I I I I 1 I I i i I i I I I I T I I I i i AC TAC AC TAC 1 � T TAC TAC 2 2 I I I 2 I I I 2 11 � II A - - - - - -- _ - - -- - ®- � �- TAC - -, 6 - -- - -- - - - - -- TAC -- - -- -TAC - - -) — _ I I 1 L -I -- 2 II D of y ORA I KING E 432 I I QUITE 430 .--� L TAC F ---- I- - - - - -- -- 1 1 I I I 1 I I I I ( i i I 18 17) 6� 3 � 1 I I i 2 I 3. P OWDER COAT, COLOR TO ATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). i I ( I I I I I I I - --- I I I i I I Y I I I 1 1 I I i 1 i I I I 1 i O i O i O I O O 1 0 O i O i O O i O i O OI ELEC I i S EXEC. I ' DOUBLE EXEC ( DOUBLE DOUBLE I DOUBLE ( I DOUBLE C I DOUBLE KING I KING 1 KING � KING KING AlK, SUITE QUEEN QUITE QUEEN SUITE QUE QUEEN EN I QUEEN QUITE QUITE QUEEN Q SUITE QUID EI QUITE I I QUI )I QUITE I ; � SUITE I �I 1 SUITE I SITE I �I� 426 424 422 2 I 418 1 4 I 410 1 8 I -� 06 1 404 402 S 4 T I S 431T I SH ET I 4 `0 ( ShICET b I HE b ./ I 4 E 4 I S4LOT y� I �p ( 4 E 1 U I �v V S 4 � r I 0 U I� . I 27 4 �H ET 420 543�'i 'H 3F,T �n �_l �J S4 T SH % -�� SH ',T S q� T V M 2.3 - - - - - -- - - - - -- - - -- �. - -- -- - - -- -- -- - - - - -- — _ -�:�, - --- - - - - -- - - - - - -- - — �`�� - - - - - - - -- -- -- TAC .— (� , --- TAC TAC -- _ TAC TAC L J - - - - -- ---- - - - - -- �- -- _ - - - -1 - - -- �- - -- -- __ _� -- - - - - - -- -- _----- �-- - -- TAC I I � T ? AC TAC I I TAC I C 2 TAC i I i 1 i I 1 I I I I I I I I I i i i I i I I I I I I I i 1 I I i I I I I I I i I I I 1 i 1 134 13) 12) (11) 9) (8) (,7) ( (5) (4 ( 3) (2) (,1 A EXHAUST VENTING REVISED ARCHITECTURAL FLOOR PLAN UPDATES 11 FEB 09 )1 C E F FOURTH LEVEL MECHANICAL PLAN D SCALE: 3/32 * =1' -0* 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build 11R No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 5 08 -08 -06 ADD #2 6 08 -12 -23 REVISION CONTRACTOR ARCHITECT WLf S 4H ILL 3>!< hk • r=04 0 b kc,S`O�SA F 1 692� 'E OF -� 'r LEE GP% MECHANICAL LEGEND 0 0 ZA8000 \8053 Springhill Suites Rexburg \8053m M1.4.dwg, 2/11/2009 1:23:19 PM, 1:1, G3 DESIGN BUILD 0 MEANING O MEANING AB SA DIFFUSER ® kc,S`O�SA F 1 692� 'E OF -� 'r LEE GP% MECHANICAL LEGEND 0 0 ZA8000 \8053 Springhill Suites Rexburg \8053m M1.4.dwg, 2/11/2009 1:23:19 PM, 1:1, G3 DESIGN BUILD EXHAUST VENT ID ACCESS PANEL FIRE DAMPER 'OMBINATION FIRE WOKE DAMPER SMOKE DAMPER MANUAL DAMPER VOLUME IAMWED (FA I 1 OItJWY'r 1 0M`ER - -- ROUND DUCT DROP EQUIPMENT IDENTIFICATION THERMOSTAT SENSOR DEMOLITION CONNECTION TO EXISTING I * SCALE VERIFICATION DRAWN BY: -- CHECKED BY: MG DATE: 1 I JUL 2003 JOB NO.: 8053 SHEET M1 • FOURTH LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 MEANING ABBR. MEANING AB SA DIFFUSER ® DUCT RISE RA GRILLE DROP EXHAUST VENT ID ACCESS PANEL FIRE DAMPER 'OMBINATION FIRE WOKE DAMPER SMOKE DAMPER MANUAL DAMPER VOLUME IAMWED (FA I 1 OItJWY'r 1 0M`ER - -- ROUND DUCT DROP EQUIPMENT IDENTIFICATION THERMOSTAT SENSOR DEMOLITION CONNECTION TO EXISTING I * SCALE VERIFICATION DRAWN BY: -- CHECKED BY: MG DATE: 1 I JUL 2003 JOB NO.: 8053 SHEET M1 • FOURTH LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progr Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08-08-051 ADD #1 5 08 -08 -06 ADD #2 08 -12 -23 REVISION CONTRACTOR ARCHITECT E 4)A ARCHITECT s�rrm r���r n..R� isrr•e SPRINGGHILL SUITES Asmett � WJ �I V 1 0 Cd b O � O 0 C� V O b O bA N G %STf R c C' 12692, A q � CE � E C7 � � DRAWN BY: -- C HECKED BY: MG DATE: 11 JUL 2 008 JOB NO.: 8053 SHEET M1,05 ROOF LEVEL MECHANICAL PLAN CONSTRUCTION SF,T 24 NOV 08 X1 00 9 2 M2.1 ENLARGED MECH ROOM 11 SCALE 11e =1 $ 4 8) T" � LJ L (1 (9) 8) A 2) A 1 15), 4') A 3 F1 F] SEE M1.2 r ROOF DISCHARGE LOCATION Cu X /cu _\ cu, CU cu lo/ 1 22X22 22X22 5 \i 6 2 2 37 5 375 F07JFEM 250 _-_ I ��di - ) II � I LL ENLARGED FIRST LEVEL MECHANICAL PLAN SCALE: 1/8 10=11-0" (D (D ZA8000\8053 Springhill Suites Rexburg\8053m M2.1.dwg, 2/11/2009 1:25:53 PM, 1:1, G3 DESIGN BUILD lu 1.1 i j \-24X 6 KEYED NO"rES 1 FIRE SEAL/ CAULK ALL PENETRATIONS INTO FIRE RATED ASSEMBLIES (TYPICAL). SEE SHEET M4.2. 2. PROVIDE CLEANOUTS FOR THE VENT EXHAUST. SIZE VENT FOR EQUIPMENT INSTALLED. 3. PERFORATED DIFFUSERS IN KITCHEN. 4. k.`SE NOISE AND VIBRATION ISOLATION MOUNTING FOR ALL WATER HEATER VENTING (TYPICAL). 5. MINIMUM 3 FEET FROM CORNER. MINIMUM 2 FEET BETWEEN INTAKE AND EXHAUSTS. EXTEND PIPES AT LEAST 6 INCHES FROM WALL TO MINIMIZE STAINING (TYPICAL). MUST BE AT LEAST 4 FEET BELOW PTAC ON FLOOR 2 ABOVE 6. STAINLESS STEEL DUCTWORK IN POOL AREAS (TYPICAL). 7. COMBUSTION AIR SIZE FOR EQUIPMENT INSTALLED. 11E MOTORIZED DAMPER TO OPEN WHEN ANY GAS FIRED APPLIANCE IS OPERATING. USE A CAS-6 "FAN—IN—A—DRUM By FIELD CONTROLS. 8. FIRE DAMPERS OR FIRE SMOKE DAMPERS SEE SHEET M4.2 AND M4.1 FOR DETAILS (TYPICAL). 9. POWDER COAT, COLOR TO MATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). CLEARANCE FROM DRYER DUCT TO COMBUSTABLE WALL MATERIAL SEE DETAIL 10 SHEET M4.1. 11. DUCT AND MECHANICAL EQUIPMENT SHALL N - , BE LOCATED ABOVE ELECTRICAL PANEL OR 12. INSULATE INSIDE OF DUCT FOR SOUND. INSTALL A RETURN GRILL ABOVE BASE BOARD AND NOT LESS THAN 6" ABOVE FLOOR LEVEL. 13. FC-1 MECH ROOM 115a, BOTTOM RETURN. FC-6 MECH ROOM 115a, SIDE RETURN. MECHANICAL LEGEND M EANING SYMBOL OR ABBR. M EANING SYMBOL OR ABBR. Progress Set 2 07-11-08 Permit Set DUCT ng SA DIFFUSER 08-08-05 ADD #1 RISE 08-08-06 RA GRILLE DUCT CONTRACTOR DROP • C ROUND DUCT O EXHAUST VENT RISE bA O ACCESS PANEL ROUND DUCT 0 DROP FIRE DAMPER EQUIPMENT _ - IDENTIFICATION COMBINATION FIRE THERMOSTAT 0 SMOKE DAMPER SMOKE DAMPER SENSOR OS MANUAL VOLUME DEMOLITION X X <1 DAMPER _ CONNECTION TO M[Mfl2ED D4M M EXISTING GRAMTY BALAR*T — G so SCALE 1 D4M VERIFICATION 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756-5980 Fax: (801) 756-5979 This document is incomplete without the express coordination with G3 Design Build No. PRINTINGS Date Description 1 07-03-08 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set 08-08-05 ADD #1 08-08-06 ADD #2 CONTRACTOR ARCHITECT K ZtARCHI.TE ..I q r fspRINGHILL !r suffEs j"Mott "AL 0- 12692 A Iv 4 rr of LE G DRAWN BY: CHECKED BY: MG DATE: I I JUL 2008 JOB NO.: 8053 SHEET M201 ENLARGED FIRST LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 • C O bA O "AL 0- 12692 A Iv 4 rr of LE G DRAWN BY: CHECKED BY: MG DATE: I I JUL 2008 JOB NO.: 8053 SHEET M201 ENLARGED FIRST LEVEL MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 ® EYED NOTES TYPICAL KING SUITE D SCALE: 1 /444 0 0 a 0 b c� 51 TYPICAL EXEC KING SUITE M2.2 J SCALE: 1 /4 " =1' -0" & Z: \8000 \8053 Springhill Suites Rexburg \8053m M2.2.dwg, 2/11/2009 1:27:03 PM, 1:1, G3 DESIGN BUILD 6 *�, 2 I 0, U B Lt �EEN TE VHEET >r > , C /\ 1� I I i I 2 TYPICAL DOUBLE u2.2 scar: 11a• =1 $-o• i I C� i I \ I I C I I i EEN SUITE A CC, N C'\ J � TE C� SHEET 42 TYPICAL EXEC KING SUITE (VARIATION �(p� SCALE: 1/4' =1' -0" I ,l -- I 2 ( � 1 0 , ) i a1 TYPICAL ACCESS KING SUITE A uz.s ttue 1fi4*44 EXEC KING SUITE (3rd & 4th floor) DD SCALE: 1/4 =1' -0" 41 TYPICAL ACCESS DOUBLE M2.2j uue ip' -r -o' EXHAUST VENT �gBOLOR MEANING SYMBOL OR ROUND DUCT ® DUCT RISE Permit Set RA GRILLE 07 -15 -08 RISE 4 ACCESS PANEL ADD #1 IN 08 -08 -06 ROUND DUCT 6 08 -12 -23 REVISION CONTRACTOR DROP FIRE DAMPER F EQUIPMENT 4 5 — — IDENTIFICATION COMBINATION FIRE THERMOSTAT TO WOKE DAMPER SMOKE DAMPER DAMPER — SENSOR Q MANUAL VOLUME -- _ DEMOLITION X j� --XDAMPER CONNECTION TO MUM2ED DAM:ER ...... M EXISTING CPAMTY BAC14W _ _. —.� 1' SCALE 9 -� DAM'ER VERIFICATION MEANING �gBOLOR MEANING SYMBOL OR SA DIFFUSER ® DUCT RISE Permit Set RA GRILLE 07 -15 -08 Bid Set 4 DUCT DROP ADD #1 EEN SUITE 1. SEE TYPICAL ENLARGED UNIT PLANS ON SHEET M2.2.. 2. PROVIDED BY OTHERS. SEE ELECTRICAL PLANS. 3. POWDER COAT, COLOR TO MATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). A EXHAUST VENTING REVISED A T -STAT MOVED TO MATCH ARCH PLANS Q 7 EXHAUST FANS MOVED OVER TOILETS 09 -01 ADJUSTED FOR ARCHITECTURAL CHANGES 11 FEB MECHANICAL LEGEND 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build No. PRINTINGS Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 5 08 -08 -06 ADD #2 6 08 -12 -23 REVISION CONTRACTOR ARCHITECT 11L ARCHITECT s �r Mrr��A n..ewrt �wm.v SPRINGGHILL SUIIrES ,"Mott V 1 b op O � Cis U O b O bA N "AL 12692 Fti 12692 1v ", 4 . 1 'r OF 'r LEE GP� DRAWN BY: -- CHECKED BY: MG DATE: 1 I JUL 2008 JOB NO.: 8053 SHEET M2,02 1/4 SCALE UNITS MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 b O cd W y A 0 b . b 0 b O V Cp of 0 b 9b A -b q M c� 0 0 4 I I ( I I ( 1 00 ( I I 12X12 4 10X8 HIGH TRANSFER GRILLE 1 G ! J I I -- - - ----- - - - - -- o- I o A U N D FY K I N G SU ITE 102 SHEET 420 I ! 12X20 0' FIRST LEVEL gLAUNDRY I I ( :CE S OOR I I I I SECOND LEVEL bNE, SCALE: 1Y44 ZA8000 \8053 Springhill Suites Rexburg \8053m M2.3.dwg, 2/11/2009 2:03:45 PM, 1:1, G3 DESIGN BUILD 00a - L_ � i \ 411 � i N -,r-► 411 ! " 411 P F J 1 3 i ---------1----------- _4 I i I ( I I I I T HIRD LEVEL LANEX SECOND LEVEL MEN RM SCALE: 1/4 " =1' -0" SCALE: 1/4"4-0' 12X20 600 FOURT L THIRD LEVEL W'' H RBI SCALE: 114 "=1' -0" SCALE: 1/4 "=1' -0" 12X20 600 -- - - -- _ -_.�_ N I 12 X12 - / 90 36 X 14 E up V E 36 � 12 DOWN -- ` oo T D E I P T i F� 150 I — ( 4 FOURTH LEVEL M2.3j SCALE. 11e=1 0-00 T KEYED NOTES 1. INSTALL HORIZONTAL FILTER RACK ABOVE LOUVER OPENING. 2' FILTER. 2. FIRE SMOKE DAMPER TIED INTO FIRE ALARM SYSTEM AND CONTROLLED AS DETERMINED BY FIRE PROTECTION ENGINEER. (TYPICAL). 3. POWDER COAT, COLOR TO MATCH BUILDING. COLOR MUST BE APPROVED BY ARCHITECT. (TYPICAL). A FS CLARIFICATION (FAQ 7 I _._._.SIB 1 "_ SCALE 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build No. PRINTINGS Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set MECHANICAL LEGEND M E A N I N G SYMBOL OR M E A N I N G ABBRa OR S DIFFUSER ® DUC RISE ADD #2 RA GRILLE P CONTRACTOR DUCT DROP EXHAUST VENT ROUND DUCT RISE Cd ACCESS PANEL ® ROUND DUCT DROP 1 ` FIRE DAMPER - - - -� IDENTIFICATION ,^.OMBINATION FIRE • r=04 THERMOSTAT SMOKE DAMPER - - -• SMOKE DAMPER — SENSOR Q MANUAL VOLUME DAMPER - -- — -`— DEMOLITIONX -- W=M) Due - - - - - -- CONNECTION TO EXISTING (FAQ 7 I _._._.SIB 1 "_ SCALE 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build No. PRINTINGS Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 5 08 -08 -06 ADD #2 CONTRACTOR ARCHITECT U8� jn'r- M(k ARCHMEOT arr rrnrs�rw w�mrw �srs►w SPRINGHILL SUffES � sMon NA L �G )26 Of LEE GP DRAWN BY: -- CHECKED BY: MG DATE: 11 JUL 2008 JOB NO.: 8053 SHEET M2,03 1/4 SCALE UNITS MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 4.� • . � b r ..� Cd U O aA 0 a • r=04 NA L �G )26 Of LEE GP DRAWN BY: -- CHECKED BY: MG DATE: 11 JUL 2008 JOB NO.: 8053 SHEET M2,03 1/4 SCALE UNITS MECHANICAL PLAN CONSTRUCTION SET 24 NOV 08 FOLDED SHEET METAL STRAP EACH SIDE OF FLEX DUCT BOX UP TO STRUCTURE �- VOLUME DAMPER DIFFUSER CONNECTION SEE PLAN FOR RECTANGLE TO BOOT LINED WITH 1" I SIZE AND rA ROUND TRANSITION ACOUS 1CAL i LOCA11ON -- EQUALIZING GRID 1 SECURE DUCT _ TO BOOT INLET COLLAR AIR FLOW / / \ \ -- -OBD (WHERE SPECIFIED) SUPPLY DIFFUSER- �-CEIUNG RECTANGULAR DUCT SEE PLANS FOR SIZE -- CEILING SUPPORT AND LOCATION CHANNEL HIGH EFFICIENCY TAKE -OFF DETAIL + SUPPLY DIFFUSER W FLEX DUCT DETAIL NO SCALE M4.1 NO SCALE NOTE: NOTE: DAMPERS SHOULD NOT I L =1/4 W (4" MIN.) BE INSTALLED CLOSER THAN TWO DUCT WIDTHS L TO ELBOWS OR INTERSECTIONS VOLUME DAMPER 45 I PROVIDE CONCEALED W CEILING DAMPER EGULATOR REMOTE CEILING OPERATOR WHERE DAMPER IS INACCESIBLE BRANCH DUCT TAKE -OFF DETAIL 2 NO SCALE M4.1 METAL ROOF DECK T 1 1/4* x 16 GAUGE - SHEET METAL STRAP, TYPICAL DOUBLE FOLD STRAP AND SECURE WITH 318" DIA. EXPANSION BOLT, M. X10 SHEET METAL SCREW " ON CENTER, TV. BEND TAB UNDER -� NOTE: USE SPECIFIED SPACING AND NOT LESS THAN ONE SUPPORT PER BRANCH. RECTANGULAR DUCT SUPPORT 3 NO SCALE M4.1 UNISTRUT PIPE CLAMP (TYP.) BUTT INSULA11ON OF SUCTION LINE AGAINST CLAMP ASSEMBLY NEOPRENE SEAL FACTORY STEEL MOUNTING ROOF CURB 2" x 4" NAILER STRIP FURNISHED WITH CURB RIGID INSULATION ANCHOR BOLT THRU BASE TO STRUCTURE BASE BY GENERAL CONTRACTOR TO PROVIDE LEVEL SURFACE FOR MOUNTING MECHANICAL CURB ON SLOPING ROOF ANGLE IRON - UNISTRUT P1026 TYPICAL OF 4 18 GAUGE GALVANIZED SHEET METAL PROTECTIVE COVER. RUN FROM COND. UNIT TO CURBS. SECURE REFRIGERANT PIPING TO SUPPORTS WITH 'HYDRA -ZOREr "COSH -A -CAMP" OR EQUAL (TYPICAL) 1 5/8" X 1 5/8" UNISTRUT CHANNEL (GALVANIZED) (TV.) TRIM BOTTOM OF REDWOOD TO SAME ANGLE AS CRICKET, TO INSURE LEVEL PIPE RUNS UUCr ru mliur% SUPPORT DUCT BOX - SEE PLAN FOR FROM ABOVE VSIXE NOTE: RETURN SIMILAR BUT YWTHOUT DUCT MAKE BEND RADIUS 1 1/2 x DUCT RADIUS TIGHTENING BAND �I 0 d H b 0 0 a A A FAN SCHEDULE ID MANUFACTURER AND MODEL NUMBER " "-FLEX CONNECTON CEILING AIR TYPE AIR MIN SENS HEAT REJ CAPACITY {MBH) FAN CONDENSER ELECTRICAL FR DIFFUSER CONNECTION DETAIL 4 o�� FURNACE. NO SCALE M41 , STATIC FFICIENC 0 /p MOTOR SIZE MOTOR SPEED (RPM) OLT /PH!H FLEX CONNECTION GROUND BROAN HD80RDF CEILING DO NOT BLOCK FILTER VARIES 80 0.1 ACCESS PANEL OR 20811 1 3 CEILING SURFACE MOUNTED FURNACE ACCESS DOORS. T 120/1160 0 1 FLOOR IRE DAMPER/ FIRE & SMOKE DAMPER CEILING AIR SIDE RETURN FL VARIES 150 PIPE TO FLOOR DRAIN 250 36/36/40 DU FIRE & SMOKE DAMPER ACTURATOR U- AIR DUCT 120!1/60 13113/12 24 LBS)1,2 FLOW BOTTOM RETURN EF -1 ° ACCESS DOOR LOWER ROOF EXHAUST CEILING 1200 0.25 502 493 FM RATED WALLS UPFLOW FURNACE DETAIL s 1725 120/1160 NO SCALE M4-1 A A FAN SCHEDULE ID MANUFACTURER AND MODEL NUMBER LOCATION TYPE AIR TYPE AIR MIN SENS HEAT REJ CAPACITY {MBH) FAN CONDENSER ELECTRICAL ELECTRICAL PHYSICAL NOTES MAXIMUM AIRFLOW RATE 'CFM) STATIC PRESSURE IN. WATER OUTLET VELOCITY (FPM ) FAN SPEED ((RPM) FAN WHEEL IAMETE IN) STATIC FFICIENC 0 /p MOTOR SIZE MOTOR SPEED (RPM) OLT /PH!H LENGTH/ WIDTH/ HEIGHT iIN) GROUND BROAN HD80RDF CEILING EXHAUST VARIES 80 0.1 LIMIT. DISCONNECT SWITCH AUTOMATIC 20811 1 3 CEILING SURFACE MOUNTED 60 WATTS T 120/1160 1018/9 15 Ibs 1 C BROAN L150MG CEILING EXHAUST VARIES 150 0 25 250 36/36/40 1-4 U- 100 WATTS GROUND 120!1/60 13113/12 24 LBS)1,2 13 EF -1 GREENHECK GB-200 LOWER ROOF EXHAUST POOL 1200 0.25 502 493 CARRIER 24ABR360GO030 GROUND 114 HP 1725 120/1160 36136130(1 5LBS 97 F_ 35 20811 250 37/37/50 1 4 CU -5 1 GROUND F -5 48000 51180 COOLING 97 2 ERR-410a 4 7RLA 1. PROVIDE FACTORY, FIRE RATED, RADIATION DAMPERS ASSEMBLIES AS REQUIRED. 2. PROVIDE FACTORY SPEED CONTROL. DIRECT DRIVE. ADJUST TO SPECIFIED CFM, 3 BELT DRIVE. ADJUST TO SPECIFIED CFM 4. UNIT SONES NOT TO EXCEED 4.2. 5. PROVIDE CURB TO CLEAR SNOW HEIGHT A A 0 1. UNIT WITH INTAKE /OUTSIDE AIR DAMPERS. 2 UNIT WITH SMOKE DETECTOR CORRDINATE WITH FIRE ALARM 3. SUBMITTAL TO INCLUDE STATIC PRESSURE LOSS WITH DIRTY FILTERS. 4. PROVIDE UNIT WITH FACTORY CURB AND DISCONNECT, NEED SIDE DUCT CONNECTIONS. 5, PROVIDE WITH GAS HEATING AND DX COOLING. FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS OUTSM PACK WITH 3M FIRE MINIMUM 6 INCH CLEARANCE BARRIER PAC TONG AROUND DRYER VENT FROM MATERIAL (PIA4 -Bulk COMBUSTIBLE MATERIAL DRYER DUCT -J ALWAYS ON F FAN CONTINUOUS MASS r ,1 � a � r' • a, �• aI COMMERICAL DRYER EXHAUST DETAIL 1u Q EXHAUST SH T DETAIL 11 0 NO SCALE M4 4 NO SCALE M4 ZA8000 \8053 Springhill Suites Rexburg \8053m M4.1.dwg, 2/11/2009 2:05:21 PM, 1:1, G3 DESIGN BUILD ® KEYED NOTES GENERAL NOTES: 1. ALL MATERIAL LOCATED IN PLENUM SHALL BE PLENUM RATED. 2. ALL SUPPLY AND RETURN DUCT AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R -5 INSULA710N WHEN LOCATED IN UNCONDITIONED SPACE AND WITH A MINIMUM OF R -8 WHEN LOCATED OUTSIDE THE BUILDING. ALSO SEE SHEET M1.5. 3. DUCT AND MECHANICAL EQUIPMENT SHALL NOT BE LOCATED ABOVE ELECTRICAL PANELS OR ELECTRICAL SWITCH GEAR. Q EXHAUST VENTING REVISED R O Fl UPT N R ROO R TUU N ANCHOR TO CURB FLASHING 26 GA. COUNTER CONDITIONING UNIT HEATINGdAIR MOUNTED HEATIN OR BASE FOR TYPICAL ROOF CANT STRIP ROOF LEVEL FASTENERS 24" O.C. -- AIR COOLED CONDENSING UNIT SCHEDULE MANUFACTURER AND MODEL NUMBER SYMBOL MANUF, AND MODEL NO. LOCATION SERVICE MIN SENS HEAT REJ CAPACITY {MBH) SEER EFF CONDENSER PHYSICAL ELECTRICAL VOLTiPHlHZ PHYSICAL DATA NOTES SUCTION TEMP, DEG F) AMBIENT AIR TEMP. {DEG F) REFRIG, TYPE MCA (AMPS) 60 HZ VOLTIPH WEIGHT LBS) DIMENS VWUH (IN) 1 FACTORY E ESS MOUNT IN PUBLIC AREAS CARRIER 24ABR348GO030 GROUND F -1 48 13 ELECTRIC 2 FACTORY INTERNAL THERMOSTAT AUTOMATIC RESET THERMAL LIMIT. DISCONNECT SWITCH AUTOMATIC 20811 FAN DELAY CIRCUIT. 3 CEILING SURFACE MOUNTED 1-4 T CARRIER 24ABR336GO030 GROUND F -6 36 FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS OUTSM PACK WITH 3M FIRE MINIMUM 6 INCH CLEARANCE BARRIER PAC TONG AROUND DRYER VENT FROM MATERIAL (PIA4 -Bulk COMBUSTIBLE MATERIAL DRYER DUCT -J ALWAYS ON F FAN CONTINUOUS MASS r ,1 � a � r' • a, �• aI COMMERICAL DRYER EXHAUST DETAIL 1u Q EXHAUST SH T DETAIL 11 0 NO SCALE M4 4 NO SCALE M4 ZA8000 \8053 Springhill Suites Rexburg \8053m M4.1.dwg, 2/11/2009 2:05:21 PM, 1:1, G3 DESIGN BUILD ® KEYED NOTES GENERAL NOTES: 1. ALL MATERIAL LOCATED IN PLENUM SHALL BE PLENUM RATED. 2. ALL SUPPLY AND RETURN DUCT AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R -5 INSULA710N WHEN LOCATED IN UNCONDITIONED SPACE AND WITH A MINIMUM OF R -8 WHEN LOCATED OUTSIDE THE BUILDING. ALSO SEE SHEET M1.5. 3. DUCT AND MECHANICAL EQUIPMENT SHALL NOT BE LOCATED ABOVE ELECTRICAL PANELS OR ELECTRICAL SWITCH GEAR. Q EXHAUST VENTING REVISED R O Fl UPT N R ROO R TUU N ANCHOR TO CURB FLASHING 26 GA. COUNTER CONDITIONING UNIT HEATINGdAIR MOUNTED HEATIN OR BASE FOR TYPICAL ROOF CANT STRIP ROOF LEVEL FASTENERS 24" O.C. -- AIR COOLED CONDENSING UNIT SCHEDULE MANUFACTURER AND MODEL NUMBER SYMBOL MANUF, AND MODEL NO. LOCATION SERVICE MIN SENS HEAT REJ CAPACITY {MBH) SEER EFF CONDENSER PHYSICAL ELECTRICAL VOLTiPHlHZ PHYSICAL DATA NOTES SUCTION TEMP, DEG F) AMBIENT AIR TEMP. {DEG F) REFRIG, TYPE MCA (AMPS) 60 HZ VOLTIPH WEIGHT LBS) DIMENS VWUH (IN) U -1 CARRIER 24ABR348GO030 GROUND F -1 48 13 ELECTRIC 97 R22 27 20811 250 36/36i40 1-4 T CARRIER 24ABR336GO030 GROUND F -6 36 13 RATING 97 R22 20 20811 250 36/36/40 1-4 U- CARRIER 24ABR318GO030 GROUND F -2 18 13 RATE 97 2 12 208/1 130 27127/33 1 -4 CU -3 CARRIER 24ABR360GO030 GROUND F -3 60 13 (BTU /H) 97 2 35 20811 250 37/37/50 1 4 CU -5 DRYAIREOC -25 GROUND F -5 48000 51180 COOLING 97 2 ERR-410a 4 7RLA 20813 300 1,5,8 COOLING CU -10 MITSUBISHI GROUND ELEV EQUIP 12 FC6 CARRIER FA4CNF36015 97 UPFLOW FLOOR MOUNTED 16 11511 10D 32! ^,2/22 1 1. LUW AMbf t I UN I 10 U Ut(.iKtt•> 1-, 2. PROVIDE WITH FURNACE COIL AND REFIRGERANT LINE KIT SIZED AS PER MANUFACTURER. 3. PROVIDE WITH SCROLL COMPRESSOR AND CRANKCASE HEATER AND HEAVY GUARDS. 4. USE TXV AIR HANDLER /FAN COIL SCHEDULE ID MANUFACTURER AND MODEL NUMBER LOCATION TYPIE AIR AIR AIR FAN ELECTRICAL PHYSICAL PHYSICAL VOLTiPHlHZ LENGTH/ HEIGHT/ WIDTH (inch) /WEIGHT (Ibs) EVVH -1 HPf VARIES ELECTRIC HEATING 100 ENTERING/ 4000 208'1160 16 120 / 4 LENGTH/ 1 Q -MARK CDF500 MANUFACTURER ELECTRIC HEATING SENSIBLE STANDAR D LOAD ELECTRI CHEAT LEAVING EXTERNAL WIDTH/ WIDTH/ AND MANUFACTURER AIRFLOW USE RATING AIRFLOW MCA SENSIBLE TEMP. STATIC KW MC MODELUMBER N HEIGHT (IN) TYPE AND (BTU /H) LOAD USE RATE LOAD LOAD DB/WB PRESSURE ROOMS VOLTlPH)H EIGHT(LBS) ID MODEL NUMBER LOCATION TYPE TYPE (CFM) (BTU /H) (BTUIH "F IN WATER) Carrier 52CQ 309 -3 Heat Pump with backup Electric Z NOTES FC•1 CARRIER FA4CNF48015 1ST FLOOR MECH ROOMS UPFLOW FLOOR MOUNTED HEATING 1600 51180 COOLING 8900 0.15 15 KW 208110 23123154 185 LBS 1,5,8 COOLING 1600 48000 4 80 00 208/1/60 0.15 FC6 CARRIER FA4CNF36015 1STFLOOR MECH ROOMS UPFLOW FLOOR MOUNTED HEATING 1400 62600 0.15 1SKW 20811160 23/23154 185 LBS 5.$.9 COOLING 1400 36000 48 0.15 FC -2 LANCO H SERIES H10D302 BOARD ROOM AND KITCHEN CEILING MOUNTED ELECTRIC HEAT HEATING 1000 17060 17060 015 9.OKW 20811,50 23/51i11 160 LBS 2,5 COOLING 1000 22483 19920 0,15 FC -3 CARRIER FA4CNB60015 1ST FLOOR MECH ROOMS UPFLOW FLOOR MOUNTED HEATING 2000 62800 20KW 20811,50 23/25/60 205 LBS 3,5,8 COOLING 2000 60000 60000 FC -5 D SERI E - 25 SERIES POOL CEILING MOUNTED DEHUMIDIFICATIO N SYSTEM HEATING 1800 36960 0.5 25 MCA 208135 0 64150143 1300 LBS 4.5.6 COOLING 1$00 480DD 0.5 FC 10 MITSUBISHI MSZ- Al2NA ELEVATOR EQUIP ROOM WALL MOUNTED HEAT PUMP HEATING 353 13600 13600 MCA 1.2 20$/150 32/12/22 25 LBS 5,7 COOLING 353 12000 12000 1.MAIC:HWIIHUU- 1aANUINSIALL IXV, 2 MATCH WITH CU -2 AND INSTALL TXV 3. MATCH WITH CU-3 AND INSTALL TXV. 4. MATCH WITH CU-5. 5. PROVIDE WATER DETECTION DEVICE ON SECONDARY DRAIN, DEVICE WILL SHUT DOWN THE UNIT UPON WATER DETECTION. 6. DEHUMIDIFICATION SYSTEM. MOISTURE REMOVAL 540 LBS.DAY AT THIS ELEVATION PROVIDE DRAIN KIT AND HUMIDITY` CONTROLLER 7, MATCH WITH CU -10. 8, PROVIDE WITH FACTORY "1 -IN SUPER THICK INSULATION" 9, MATCH WITH CU -1b AND INSTALL TXV. SLAB COIL WITH SIDE RETURN CAPABILITY, PACKAGED AIR - CONDITIONING UNITS ID MANUFACTURER AND MODEL NUMBER LOCATION TYPIE AIR AIR ELECTRICAL PHYSICAL ELECTRICAL PHYSICAL WATTS VOLTiPHlHZ LENGTH/ HEIGHT/ WIDTH (inch) /WEIGHT (Ibs) EVVH -1 HPf VARIES ELECTRIC HEATING 100 13 650 4000 208'1160 16 120 / 4 LENGTH/ 1 Q -MARK CDF500 MANUFACTURER ELECTRIC HEATING SENSIBLE STANDAR D LOAD ELECTRI CHEAT 20&1 60 LENGTH/ WIDTH/ MANUFACTURER AND AIRFLOW USE RATING STATIC MCA HEIGHT ID MODELUMBER N LOCATION TYPE TYPE (BTU /H) LOAD PRESSURE VOLTIPHIHZ IN NOTES PTAC -1 Carrier 5200 307 -3 Heat Pump with backup Electric ROOMS THROUGH THE WALL HEATING 9700 3AKW 19 20811/60 42, (125 Ibs) 1 -2 COOLING 6900 MALI - 1 PTAC -2 Carrier 52CQ 309 -3 Heat Pump with backup Electric ROOMS THROUGH THE WALL HEATING 9700 3AKW 19 20$/1/60 42123/16 (125 Ibs) 1 -2 COOLING 8900 250 VPAC -1 FIRST CO, 18SPX -6 427/429 VERTICAL CLOSET HEATING 19000 6KW 28 208/1/60 22122168 (2601bs) 1 -2 COOLING 18000 1. INS TALL VVI I H r I UK Y SLtt V t 2. HEAT PUMP SYSTEM MAKE UP AIR SYSTEM ID MANUFACTURER AND MODEL NUMBER LOCATION TYPIE AIR AIR PHYSICAL FAN ELECTRICAL PHYSICAL WATTS VOLTiPHlHZ LENGTH/ HEIGHT/ WIDTH (inch) /WEIGHT (Ibs) EVVH -1 HPf VARIES ELECTRIC HEATING 100 13 650 4000 208'1160 16 120 / 4 1 2 1 Q -MARK CDF500 IRE RISE ELECTRIC HEATING SENSIBLE EXTERNAL 4000 20&1 60 LENGTH/ 2.3 MANUFACTURER AIRFLOW OUTPUT OUTPUT STATIC UNIT WIDTH/ AND USE RATE LOAD LOAD PRESSURE MCA HEIGHT ID MODEL NUMBER LOCATION TYPE (CFM) (M BTU /H) (MBTU /H} (IN WATER (AMPS) OLTIPH /H (IN )1 (LBS) NOTES MALI - 1 REZNOR ROOF HEATING 8000 433 6001NPUT) 433 20813/60 1901102160 39452 COOLING 8000 250 250 REZNOR ROCA- 176 600 0.75 105 MCA 3500 LBS UNIT HEATER SCHEDULE ID MANUFACTURER AND MODEL NUMBER LOCATION TYPIE USE TYPE AIR PHYSICAL NOTES AIRFLOW RATE `CFM) LOAD (BTUIH) WATTS VOLTiPHlHZ LENGTH/ HEIGHT/ WIDTH (inch) /WEIGHT (Ibs) EVVH -1 O MARK AWH4448 VARIES ELECTRIC HEATING 100 13 650 4000 208'1160 16 120 / 4 1 2 1 Q -MARK CDF500 IRE RISE ELECTRIC HEATING 150 13 650 4000 20&1 60 {201bs) 3261[ (2 2.3 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 1 5 08 -08 -06 ADD #2 6 08 -12 -23 REVISION CONTRACTOR ARCHITECT ARCHr rECT SpRINGHILL sins jpMott • �� O b !'�'� t •�� M v O O x UMMMM1111 " !'�'� t •�� M v O 4 O .05 ILI S S�OSAL rj %STfR 1 1 OF � ' ��� 'r CEE GP% DRAWN BY: -- CHECKED BY: MG DATE: I 1 JUL 2008 JOB NO.: 8053 SHEET M4 ,0 1 MECHANICAL DETAILS & SCHEDULES CONSTRUCTION SET 24 NOV 08 FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS REFER TO SPECS Hwt&Coo1m o 0i f Ia, '". 4, 75 A 85 SERIES FIRE DAN"WERS 1.5 HOUR FIRE DAMPER INSTALLATION INSTRUCTIONS FOR USE IN UP TO TWO "OUR METAL ON WOOD STUD AND GYPSUM CONSI'llIMION NOTES: IAIUN- 18 1. T 3 IlljtAIjIWJ t.' en RUNNER m•x. tesi�d In . iarjmtl:)n rill 1..1 =2 ncjr claisfied qre da - A A z'_ LCICAL CrAIE': Spcidllc trurvl% i, un ief it_i tiboulu L�,' REND MAY FE!"4UIRE orovided ki ar_hkest�ral and s-.iLj Z4" O.C. - rXj -IF LE HLAP.TLP Rf4prpncfa trip darnp 1-ir& r ffarding If*lu at.4p%v;ud w4utllod of ultu(:Aria� 1°,u rj,airi"r tv lft zkxm, attaching the fetalning anjes to trig sle-Lave, requited FASTENERS ,Flervif- qaaoC. 9 et% Ty p>a of framl W (�Ct t, IIkA lefC , CI tr ie Sta'Vvdl teqUirecl v . (+,alru;-Jce. FASTENERS Reference "Sleeve lnbtalladon for more InformadorL. _j 3. Gypsurn pands sur tie cper are to be fastened rLoia rwuc to all stud amid runner llarige-s, maximu,T, 12* wire ce,-Aef. I - 1 /2 MIN. MINER4L FIBER .4. 'Oil te n utudti are itaod, 'lluf pluces triust tlu InstLI&A 2-1/2 MIN. around t enlre . FIlliar pler_eF are sNh-en `1/2 101N. THIC-le, 1,17, P tq sf nsult 17 JP STUD OR GY`VSUM WALLIRCARIP 1 s7t id c. a re o. J `r.n iral r.rnleF, t) , .temlne If - Ill- -r �.4' le scre. Ae, are requiredi. Flier . Ice!j we to tre oc ed Uk'(WALL "fir nallo(; lu voor ;d St•s' at a rrlaXIrr%,irl I Lit 12" (in °t.-_qrltut Viu (METAL STUDS) NAILS (WOOD STUDS) MIN, T -it the Gjlfbirrfk� Su'l'le FPO CIVEPL SEE NOTE .2 *urltAkAiris rcqAr�K Me- ple� u - ;.tund bc'h -,vccrj ant: r-,Ietj frarric-A 'no fle ale-ri"S -Ir'.)WA uoncr� or AFa rr�q Jrl�� 5 1rt.,ole tip:; ft 2 M IN. THICK FILLEF FIECE. .vocd V,afnca�d rN-�Iwljrt<�*, ,:orl�At ILICA ccou uiAhi(nuti. SEE t407E A. nkr LAMPER SLEE-1 6. Cou !annb ;i rudcIng Is rPqal!ec fc ropi�nt-ejs grealli-r than SECTION "56". sincle faim si,.idL q Is ar r ent ; c,;ntf. "-,I 1 , 1A L, . . 1 A WALLECARD 4L SCPEWS .L MLS) D STIRS) W-71167 H.x- a 'Ire 11' �jj*j ;Z:Llj: 0.41 rA(,Lh +._- rj. R., TYPICAL FIRE DAMPER INSTALLATION (HART & COOLEY) SCALE: NTS GENERAL INSTALLATION 'iNith in 1 and 2 Hr. Rated Masonry Floors and Ceifi n9s or 'Wall a ITEM DESCRIPTON 7 1 , F.SDR25 Round Fm_% Damper Retained *'- Pate,, 217 ga. nlcei lont,= one plate i-. m1ur--d on wall., as shown, aind iwz plaw. oit requir-_1 en 4. )Aa°xrir�fWjll cc Ficc; lien 1 1 4 %'31 } long C- - pare 7� & -ionGap Note: Masonry watts require retaining piates on onij one- aide ot the wall, as flhown. Floors require retaining cfnl;n pistes on both side-* or the floor. Figure 1 Figure 2 BLADE ORIENTATION Axle.__.. V lkala NORMAL 30* OFF HORIZONTAL, tMairlinutit) 2-112" Fill,, MIN. . .-, PAbH r RUN k EP RLKNER .4D '; M-EWS (METAL 51)UDS) :Et OP NAILS ('00M 'STUDS) (4; PER 90" BEND SECTION A-4 30' OFF HOF62ONTAL (Maxitnivni) tL C tai V C C 1)"Ll! It No, 1 57 0 F It A"�ull 1, ZNAI. 11UNIF rl�rictrau 11c, AS 11.1 V-�� 14 I-Paias .2 ka U tr•. - hr E )I 51j'ju'djjf&,0 diia. 50 1'j a % I-W ju Sti'irl, C-C JJAX. i diatu" J60:1 Ir ItA w illia ctor 1 4 3M � I ri� b a( no Cu , :t 1 A 'rip 15 A. :u t tj 4: Aett ilml I u 6 rj 5 3% F f4�4 F. 2 WALt. wait o:4 ntios.4-_i 4 no, fir *Lk 111 WIehkl l",-4 5 tit I` -Mllif )Kld 0 hj%in�5j M'Ja 1_t � Allyiijkj#_ � C 'f �,_ 7 4 , 2-ifr &? I th u at tho jllitILIA spa _e jalkp Wml fro is. I ill on t ,w ante ic tuj;. 4- ,:_1 w, :)I& thc- ciliati, 3L FILL Vuff r P IAL:?.t its, 1:4-in, idtai rerltrt %tcrui "I list- wall lj-iixd filrvi.l, sv�i It at!. I NJ I Itir tier r" of I• !-..Al.% tit t ike I fir Nr ricl t't tiot"NS'Al".ror J'Ant I+Vgdaul 4. rap 1 5 4[)k, u# Ujj 1. 1 lit. thick � pr;t Gut the im:aj latr_-a arip;.Thtfs ..- cto f- the -,U t rcmilliato t SPvato lia."-A it law Llic o 14 , ( I 1aw stir& annular: air Fill div wall dcpib w4d) paAtltL watc-liA atd the min . 1:4iu. horit 1 -atf.i e-; of 4i'r X IN.0it'Ato fill uulitk3I_( Lc.�".l !it ins r,il W_ _A blanko N%J I' ter I suct A top !-It k 1115 Iloilo kjllilS orl [WI*d 411111 Wall lit '3M kits PwIttillif Prow trop 16 AIA h (did blia(bri, Poll Lilk-ldrille& to. 1 �' 3M Fire 1 Products P4.4104"bro 936 www.30,400/111110slop FS 579 W * I of 1 c600+%P41wwo#D&Ajo THROUGH-WALL PENETRATIONS, HVAC DUCTS 0 21 ENLARGED MECHANICAL PLAN M4.V SCALE: NTS AECOMMENDED FRAMING FOR OPENINGS IN VOOOD AND METAL STUD WALL-5 INSTRUCTIONS r�...�....»....,...._.. ..»e.��''.�.�......�.., --. �-2� t o CiW r" MIX 1, FrjrT,-- wal cpeningn oaAhrwn, Double --dical are not ruined for cptnimgs Ww)w ass h 191 4 A 9141 or snaller. All conm".ticn and fW.10nel-, mtk:t meet She rtqu I remmisoll tfr- apprrpriate, wait deign anvikir kxal ccd--. 4. Gon Lilt the auh.trir , haling jirizdictkin for curer xxpt&Lqo framing ryMt-c4:. 24' 161•." NOTE: 0 C lux The Metel Stud and Wcod !ilucl Con-,truclicr, ligurAj a I the bc#cm ci lKee Page depit-t rTrountin plojec, inotalled crt both zide-4 ct the port6:kn, A oing$e cinch piale mxy be -ulii- cient. Rider lo- free instruciiort-• 14r nin angle in-,wIL:i6:In 7 L ' CA; Figure I M•W Stud Canivilruchnim TYPICAL FIRE & SMOKE DAMPER INSTALLATION (RUSKIN) ZA8000\8053 Springhill Suites Rexburg\8053m M4.2.dwg, � 2ENLAKED, MECHANICAL PLAN G3 DESIGN BUILD ca SCALE: NTS hoc�:Pfm Wittiln Square Operilng In Metal or Was S41ild Fran)GO 07-03-08 I and 2 Hr. Rated Drywall Paitlfions Vartical Wails Only) 2 4 Permit Set ITEM DIDSCRIPTiON 4 07-15-08 1. tar- 5 Picund Damper Met3l Stud 1 Platt, 20ga, Meet Framing Shown tonl cf-te plate it; reciiined cr. "lot mud 108-08-061 walk, and two plitt, are re•juiredl on wood vud wallf'1, 4 3, DLzt *0� 4. MeW Stud Wall ipljtr require=d )n crif crae 5, W" Slud Wall ='piab mqtired crt both 6. tl 0 Z�r_-et -Halal Screw "ree-f to aecto:o 4 for lowerief it quire mert-;',, ccrineciian 9- F_"nrion Gap Figure 4 Note: Metal 6tudwalts require retaining mu , A pone- tratt *,xid "cinch* plates on only!' one side of tl a ormetal Wood atudl waft require retaining 'cinch" ,tuck. Figury I plat ee on both sides of 11 wall. BLADE ORIENTATION Axle.__.. V lkala NORMAL 30* OFF HORIZONTAL, tMairlinutit) 2-112" Fill,, MIN. . .-, PAbH r RUN k EP RLKNER .4D '; M-EWS (METAL 51)UDS) :Et OP NAILS ('00M 'STUDS) (4; PER 90" BEND SECTION A-4 30' OFF HOF62ONTAL (Maxitnivni) tL C tai V C C 1)"Ll! It No, 1 57 0 F It A"�ull 1, ZNAI. 11UNIF rl�rictrau 11c, AS 11.1 V-�� 14 I-Paias .2 ka U tr•. - hr E )I 51j'ju'djjf&,0 diia. 50 1'j a % I-W ju Sti'irl, C-C JJAX. i diatu" J60:1 Ir ItA w illia ctor 1 4 3M � I ri� b a( no Cu , :t 1 A 'rip 15 A. :u t tj 4: Aett ilml I u 6 rj 5 3% F f4�4 F. 2 WALt. wait o:4 ntios.4-_i 4 no, fir *Lk 111 WIehkl l",-4 5 tit I` -Mllif )Kld 0 hj%in�5j M'Ja 1_t � Allyiijkj#_ � C 'f �,_ 7 4 , 2-ifr &? I th u at tho jllitILIA spa _e jalkp Wml fro is. I ill on t ,w ante ic tuj;. 4- ,:_1 w, :)I& thc- ciliati, 3L FILL Vuff r P IAL:?.t its, 1:4-in, idtai rerltrt %tcrui "I list- wall lj-iixd filrvi.l, sv�i It at!. I NJ I Itir tier r" of I• !-..Al.% tit t ike I fir Nr ricl t't tiot"NS'Al".ror J'Ant I+Vgdaul 4. rap 1 5 4[)k, u# Ujj 1. 1 lit. thick � pr;t Gut the im:aj latr_-a arip;.Thtfs ..- cto f- the -,U t rcmilliato t SPvato lia."-A it law Llic o 14 , ( I 1aw stir& annular: air Fill div wall dcpib w4d) paAtltL watc-liA atd the min . 1:4iu. horit 1 -atf.i e-; of 4i'r X IN.0it'Ato fill uulitk3I_( Lc.�".l !it ins r,il W_ _A blanko N%J I' ter I suct A top !-It k 1115 Iloilo kjllilS orl [WI*d 411111 Wall lit '3M kits PwIttillif Prow trop 16 AIA h (did blia(bri, Poll Lilk-ldrille& to. 1 �' 3M Fire 1 Products P4.4104"bro 936 www.30,400/111110slop FS 579 W * I of 1 c600+%P41wwo#D&Ajo THROUGH-WALL PENETRATIONS, HVAC DUCTS 0 21 ENLARGED MECHANICAL PLAN M4.V SCALE: NTS AECOMMENDED FRAMING FOR OPENINGS IN VOOOD AND METAL STUD WALL-5 INSTRUCTIONS r�...�....»....,...._.. ..»e.��''.�.�......�.., --. �-2� t o CiW r" MIX 1, FrjrT,-- wal cpeningn oaAhrwn, Double --dical are not ruined for cptnimgs Ww)w ass h 191 4 A 9141 or snaller. All conm".ticn and fW.10nel-, mtk:t meet She rtqu I remmisoll tfr- apprrpriate, wait deign anvikir kxal ccd--. 4. Gon Lilt the auh.trir , haling jirizdictkin for curer xxpt&Lqo framing ryMt-c4:. 24' 161•." NOTE: 0 C lux The Metel Stud and Wcod !ilucl Con-,truclicr, ligurAj a I the bc#cm ci lKee Page depit-t rTrountin plojec, inotalled crt both zide-4 ct the port6:kn, A oing$e cinch piale mxy be -ulii- cient. Rider lo- free instruciiort-• 14r nin angle in-,wIL:i6:In 7 L ' CA; Figure I M•W Stud Canivilruchnim TYPICAL FIRE & SMOKE DAMPER INSTALLATION (RUSKIN) ZA8000\8053 Springhill Suites Rexburg\8053m M4.2.dwg, � 2ENLAKED, MECHANICAL PLAN G3 DESIGN BUILD ca SCALE: NTS hoc�:Pfm 1 07-03-08 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set Met3l Stud 08-08-05 Framing Shown 5 108-08-061 A A O wall•n Stud C4^4r"iWn =7 GENERAL INSTALLATION In I and 2 Hr. Rated Masonry Floors and Ceilings or Wallis ITEM CESCRPTictli Ixu Fr- _'3rpi!' ;:131,- 2: ga Fivl xty x.z - 134& 15 :r as VIZOM 3rU 7A FIX: s 31i_ a 11.0 an rc7�s. 4 1 436, T I t r I i'Ys) =4 - 16 o Gap FiG 2 Hotta: "cory waj e I( iiquira ratatning Inarl platait or. only ona 31da or - ,t* wall, as Briown. Fioors naquirs ritAnirg cirnr' platea or, WtM sides of tt°is flvA. Within Square Opening in Metal o( Wood Stud Franned I and 2 Hr. Rai" Dp Paniucins tea ITEM CESC&;110N =OR ,:5 �olxi: F , Zriofi cwn.^er 1 27 .e - ;fate-- is ri!j .i , 7ej are "Eqj r-_r C071 1&1_*Z SL 13 W11 cz: L Ct V'X s'jl viai pSo.t o"tr ;Iresl 6 14PX16on 13,7c 4 L rll�_11 1 to sea w, 4 err' 2 Kota: w1a slid waft raquifa retaining a fir platal on cinly or* side or tray wall. Wood swawaas requirii rstair.ing Wmx 1 platsa on Dom sides cf briaArall FXURE 4 FGJRE 3 BLADE ORIENTATION NORMAL au Off tfORIZONTAL 31) Off HOM2014TAL (Maxortart imulfri4ml TYPICAL FIRE DAMPER INSTALLATION (RUSKIN) 0 '31 ENLARGED MECHANICAL PLAN M4.2 ) SCALE: NTS Return Air CAU LK 4 SPX•HW Unit Tilt Sleeve IP2 Bubble to outside To Condensate Drain - 1/4 SIDE SL EU 6" min. min. I N, Side View (with "Rear install" sleeve) NOTE: "I"" Trap is shown for illustrjl only. it may not be requited by local codes UNII SLEEVE 01MENSIONS 7 C A Dueled Return T „” Air Flanges i ` Service Pullout Thermostat Connection ",-, Fresh Air 1 Fi vent jIi (Unit shown with "Rear Install" sleeve FIGURE s SPX-tlW Rear Installation Detail Gd* wM * 22' 140tw 1 21� c0, r 44 t, ii X 21 �,8 U�n — 611" up vAth dow 'jj'j Min, r Redd W*v to Ndlw W—al 0. WW rvgp Ury tin. �tv +X li"7'rut 00 _� 5 VPAC tM4.2 SCALE:- NTS 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756-5980 Fax: (801) 756-5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07-03-08 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set 4 08-08-05 1 ADD #1 5 108-08-061 ADD #2 CONTRACTOR ARCHITECT • I r# Mkoll 0 Me. SPRIA I LL i A md I •� 0 � b CA • 0 0 0 rn • � to ;MM4 _ (U1 04 CA SUA L r T (L OF 'r CEE r j DRAWN BY: MG CHECKED BY: MG DATE: 11 JUL 2008 JOB NO.: 8053 SHEET M4,02 MECHANICAL DETAILS CONSTRUCTION SET 24 NOV 08 11111011 l F W;> S liit P ";0EC 'n - IAT -- , ADEQUATE CLEARANCE IS rAAINTAJNED • 0 0 rn O • � to ;MM4 _ (U1 04 CA SUA L r T (L OF 'r CEE r j DRAWN BY: MG CHECKED BY: MG DATE: 11 JUL 2008 JOB NO.: 8053 SHEET M4,02 MECHANICAL DETAILS CONSTRUCTION SET 24 NOV 08 11111011 l F W;> S liit P ";0EC 'n - IAT -- , ADEQUATE CLEARANCE IS rAAINTAJNED = � � � � � =� � � � � � � � � � � � � ` _ � | / | | | | / | � | | | | | | � | | / | | | | | ^ | |--� | U / |� '-- -- C . - T ]- | ' 14 | | N Ll 4"W UP --�--'�-- 4-""/y°�yc � /1 . ` _ -~/ | | | | | | | � � | / / ' / | � / . . � | / | | i | � | � | | � | | | / ! | | | | | | | . / � | | / | | | ' | | � ' | / | | ! / | } � / | / . / . | | � | | / �4 � ' ' �_ 1� AFG)_ _ � 00^ AFQ | | | | | | | | | | | ! | | | | | | p()F�T�-- | ' ' � / ! | / (�(} M}�� ' | � | `~ �� | | | | ' | / | | / | | | | | | / . | | / | | | . . | | [ Loll | / ��� ' ' ��� /V | / . . U| v| A K( ,| / J[ ' ` . . . . � | | | ! . . . | | | | . . / | | | | | | | | | | / / | | / ' | / FIRST LEVEL WASTE & VENT PLA SCA 3 ' ( / | / ! / / i ! � ' i � / . � | � | | ' | | | | � ' ! i | / | | ! | / | | | / | � | | | . / | | / | � � / | / | | ' | 07-03-08 � � � � � | ! / i ' Ai v ' - L � | | | | | | | � | | � | | | | | | ' | � / | / � -- | | � / � | | | | | | | | � | | � / | � | / | | | | | | � | | � / i | � | | ! | ! | | � / / | | � | | � | | ! | | ' | � / / � / | / | | / ' | | / � | | ! | } | | -[� � _ ' � / / � / / | / K � A / � --- l UP 0�UP / n | , �(S} | ` / Ct:�� , �/\�\-----`----- — �- -��---' --� -- -' -- - } ' | ! i / | ` � / | . � / | \ | ' | � � | / | | . . | | / � | | / / | | | | / | � | / � | | | / | � . . � } / | Z: Spri Suites p P1.1.dwmg 12/ 11:04:19 AM Xerox 8850 1: BUILD _ | ! | ! | | | / A MSI � � / | / | | ' | 07-03-08 #11: ROOF DRAIN RISER REVIISIONS AND 2 A MSI g KITCHEN REVISIONS. Permit Set KEYED NOTES 1. DROP 1 H" CONDENSATE DRAIN TO SINK TAIL PIECE. PROVIDE AIR GAP AS RE0UIR[0, 2. DROP Y CONDENSATE DRAIN DOWN AND ROUTE T0 FLOOR DRAIN. PROVIDE AIR GAP AS REQU|RED, 3. PROVIDE CONTINUOUS TRENCH DRAIN AROUND POOL. 4. DROP 1 Y INDIRECT DRAIN TO TRENCH DRAIN. PROVIDE AIR GAP AS REQUIRED. 5. DROP GUTTER DOWNSPOUT (BY OTHERS) INTO CATCH BASIN. PROVIDE 6 GAP BETWEEN BOTTOM OF BASIN AND DOWNSPOUT. 0, PROVIDE SAMPLING MANHOLE DOWNSTREAM OF GREASE INTERCEPTOR. 7. CONNECT -Y CONDENSATE TO 1 k° CONDENSATE COLLECTION SYSTEM IN WALL. 8. 1 YCCONDENSAT[ DRAIN FROM ABOVE. ROUT[ TO WALL AS SHOWN AND DAYLIGHT T0 EXTERIOR. PROVIDE CONCRETE RUNNER . COORDINATE WITH OWNER/ARCHITECT LOCATION OF DRAINAGE. 8. 1 b° CONDENSATE DRAIN FROM ABOVE. ROUTE TO WALL AS SHOWN AND DROP TO FLOOR DRAIN. PROVIDE AIR GAP AS RE0U|RED, 10. DAYLIGHT 1 Y" CONDENSATE DRAIN TO EXTERIOR. PROVIDE CONCRETE RUNNER . COORDINATE NTH OWNER/ARCH|TECTLOCAD0W OF DRAINAGE. 11. ROUTE ROOF DRAIN INTO CATCH BASIN. TD-2: P0LYCAST 400 SER SEE PLANS FOR ESTIMATED LENGTHS. FIELD VERIFY BEFORE in IE U y rL c DEC #3: UNDERGROUND PIPE SIZE REVISION, A MSI 1 07-03-08 #11: ROOF DRAIN RISER REVIISIONS AND 2 A MSI g KITCHEN REVISIONS. Permit Set 3 07-15-08 Bid Set WASTE PIPING TO MISS FOOTINC A ADJUSTED 8 WHERE POSSIBLE. 10-21-08 CONTRACTOR PLUMBING LEGEND ABBR, ABBR. HOT WATER WALL CLEANOUT WCO HOT WATER CLEANOUT CO COLD WATER CLEANOUT TO COTG GRADE VENT LINE FLOOR FCO CLEANOUT WASTE LINE NATURAL GAS NG GAS LINE GREASE VENT GV — G CONDENSATE DRAIN _ CD— WASTE RISER WR BALL VALVE VENT RISER VIR UNION VENT THRU ROOF VTR CONNECTION TO 1" SCALE EXISTING VERIFICATION 50 South 7U6BEas Amencun Fork Utah 04003 Te /00D756-590U Fax: (00|)756-5979 This document ia incomplete without t express coordination with 03 Design Build No. PRINTINGS Date Description 1 07-03-08 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set 08-08-05 ADD #1 CONTRACTOR ARCHITECT JQE�AM ARCHITECT�o surm Aarmnen a. OF DRAWN BY: jW C uoCKuoov: MG DATE: I} JUL 2008 JOB NO.- 8053 S H E E T _ P�� �l���1[� LEVEL FIRST ° E v EL WASTE & VENT PLAN CONSTRUCTION SET 24 NOV 08 � a. OF DRAWN BY: jW C uoCKuoov: MG DATE: I} JUL 2008 JOB NO.- 8053 S H E E T _ P�� �l���1[� LEVEL FIRST ° E v EL WASTE & VENT PLAN CONSTRUCTION SET 24 NOV 08 18 I ( I I I I I ( A - -I- - - 2 "DE 2 "DECK DRAIN DN I 17 16 15 X14 X13) 12) {11� (10 (9> (8) (7' 6) 5) 4) (3 ( 2) F � ® NOTE T 1. DROP %" DONDENSATE DRAIN DOWN AND ROUTE ( I I TO FLOOR DRAIN. PROVIDE AIR GAP AS I I i I I I I I i REQUIRED. 2. CONNECT -" CONDENSATE TO 1 Y" CONDENSATE I I COLLECTION SYSTEM IN WALL I I I I I I I I I I 1 i I I I I I 3. COORDINATE RISER LOCATION WITH EXHAUST ROOF R O 0 F DUCT IN CHASE. 2 T 4 UP/DN 2 O RO ROOF. RD /OD UP/DN 4 UP/DN �4 �' 1 2 1 1 [� / [� (BY OTHERS) 2 P"AIN - - - � - � 2 --1- -- 2 2 I - -- - -- � � ---- - - -- --- �----- - - - - -- �J - -- ' - -- I �'- 2 - -- -- ' - - -I- - - - - -- ' -- -- - -- 2 -- - -- - - - -- 2 - - -- -- - - - -- - - - E F G (D) UP E, F G SECOND LEVEL WASTE &VENT PLAN SCALE: 3/32 " =14 18 17 I 1 i I I 1 i 2 "DECK DRAIN DN-\ 16 I I 0 3 p - -- b y b b �I 0 �I I i E - - - -I - -- P3 F - I - - - -- IL I_ t G - - -- 4- RD/9Q U L I I i I (2) (1 T I I I I I I I I I I I 1 I I I f I I I I I I i I I i I I I I I I I I I i I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i 4 "RD /01) UP/DN 2 4" D /OD UP/DN 2 4 "RD /OD UP/DN -I- I I- 2 I - - -- I •- I I 2 1 i - = =- I =� -- I 2 I 2 _ 1 2 - -- - -- � -- - -- - -- - - -- - - - - - - - - - -- -- -- - - - - -- __ -- - -- �3 N, I i I, i I =. - I .. - I� e - ll� 1111 FIN , fli ffil i L WASTE k V ENTPLAN SCALE: 3/32 " =14 I� I I I I I I I I I I i I I M I I I I DD -1: A.O. SMITH 1480 SMALL DECK DRAIN. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS 2 -11 -09 Date Description MSI #7: ADDED ROOF DRAIN AT VESTIBULE. 1 15 1 -19 -09 2 X16: REVISED DOWN SPOUTS, VENTS AND A Permit Set 14 M9 RISERS. 107-15-081 12 -23 -08 4AI08-08-051 A MSI #1: ROOF DRAIN RISER REVISIONS. ADD #1 g 11 -4-08 0 WASTE RISERS TO MATCH Q ADJUSTED ADJUSTMENT BELOW. 10 -21 -08 PLUMBING LEGEND MEANING MEANING ABBRaOR ABMROLOR HOT WATER WALL CLEANOUT WCO - - HOT WATER _ _ _ _ CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG (MADE VENT LINE - - - - - FLOOR OUT FCO WASTE LINE - - NATURAL GAS NG GAS LINE GREASE VENT GV G CONDENSATE CD— WASTE RISER WR DRAIN BALL VENT RISER VR VALVE UNION --+IF- VENT THRU ROOF VTR CONNECTION TO 8 1" SCALE EXISTING VERIFICATION 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build CONTRACTOR ARCHITECT ARCHITECT SPRINGHILL su� A01M t ht' • PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 107-15-081 Bid Set 4AI08-08-051 t -d ADD #1 CONTRACTOR ARCHITECT ARCHITECT SPRINGHILL su� A01M t ht' • z�- � Ct> OF I� DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P1 2ND - 4TH WASTE & VENT PLANS Construction Set 24 NOV 08 0 •� CIS U 0 to t -d 0 • z�- � Ct> OF I� DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P1 2ND - 4TH WASTE & VENT PLANS Construction Set 24 NOV 08 ® KEYED NOTES 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build CONTRACTOR ARCHITECT ]Q g ATECT f( SrR1NCH1]LL . � q O ca w y Q 0 N 4 b V td b en b rs� 0 �1 • ry V1 0 O � Cd co 0 a AUCROOF LEVEL WASTE & VENT PLAN SCALE: 3/32' 4-0p MSI 5: VENTING G 4� 0� ,y j , , 13 12 -15 -08 Q �► 12892 MSI Ott: ROOF DRAIN RISER REVISIONS. 9 11 -4 -08 �E 0 � 0 PLUMBING LEGEND MEANING SYMBOL OR MEANING SYMBOL OR ABBR ABBR. DRAWN BY: JW HOT WATER - - — WALL CLEANOUT WCO CHECKED BY : MG HOT WATER _ _ _ — CLEANOUT CO DATE: 24 NOV 2008 RECIRC COLD WATER _ GR CLEANOUT TO COTG JOB N o.: 8053 VENT LINE — — — — — F L OR FCO SHEET AP' WASTE LINE — — NATURAL GAS NG City GAS LINE G GREASE VENT GV P1*3 CONDENSATE [r ` CD— WASTE RISER WR DRAIN ROOF LEVEL r� VALVE —�+— VENT RISER VR WASTE & VENT UNION VENT THRU ROOF VTR PLAN CONNEC110N TO 8 t" SCALE EXISTING VERIFICATI Construction Set 24 NOV 08 ID E _M I F 4 PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 - AV 07 -15 -08 Bid Set 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ]Q g ATECT f( SrR1NCH1]LL . � q O ca w y Q 0 N 4 b V td b en b rs� 0 �1 • ry V1 0 O � Cd co 0 a AUCROOF LEVEL WASTE & VENT PLAN SCALE: 3/32' 4-0p MSI 5: VENTING G 4� 0� ,y j , , 13 12 -15 -08 Q �► 12892 MSI Ott: ROOF DRAIN RISER REVISIONS. 9 11 -4 -08 �E 0 � 0 PLUMBING LEGEND MEANING SYMBOL OR MEANING SYMBOL OR ABBR ABBR. DRAWN BY: JW HOT WATER - - — WALL CLEANOUT WCO CHECKED BY : MG HOT WATER _ _ _ — CLEANOUT CO DATE: 24 NOV 2008 RECIRC COLD WATER _ GR CLEANOUT TO COTG JOB N o.: 8053 VENT LINE — — — — — F L OR FCO SHEET AP' WASTE LINE — — NATURAL GAS NG City GAS LINE G GREASE VENT GV P1*3 CONDENSATE [r ` CD— WASTE RISER WR DRAIN ROOF LEVEL r� VALVE —�+— VENT RISER VR WASTE & VENT UNION VENT THRU ROOF VTR PLAN CONNEC110N TO 8 t" SCALE EXISTING VERIFICATI Construction Set 24 NOV 08 ID E _M I F 4 /_ \ KEYED NOTES = � � � -� � � � � � ~ � � � � � � � � . . . . | | | � / | | | � � � | � | / / CD GAS METER \`���'/ -'---p--------- \ �-/-- --' N T LP E[E[ � H E A T E P l � | � | � N � � - | NFK-1 - \ L//�������----- L � l / / - J ED- IF . . , | T L �4 L L7: _1 I L I L GIN 40 �_I I x-4 _ //� \�~ / ~_ G F /' ^``�` ~ �-�|� v� �- ^� /f�«« �r -��` `�4��` / p��U�� `�_\` N � F�|| / ~ �*wO_ 3 �7 | L C -E L 1 E _ K lei 7 1 MI 71 It T ~~~7~ | � THE — — — -- - --- -- - --' -- -- --` --' - --' -------- ` --- --- '-- -'-- � —' --� | RR( . . . . ` . . . . . . ! . . . . . . . . . . | | [�{}F�T�-- C[)(-HRE | . . K�� | ��� . . . . | ' FIRST LEVEL WATER & GAS PIPING PLAN | | / | | | | | i | \ | | | | [ | | | | | | / | | | | | | ) | ! | | | | | | | | | . . | ` ` | ' ' | | | � . . | | | | | | | | | | | } | | | | | | | | | | ! F j 1 1 EP 4 R I P R 0��0 ( � i famf����� , �F� ~..`� ~ . ^ ~ � 1. GAS METER AND YARD PIPING BY LOCAL GAS COMPANY. PROVIDE 2 LB SERVICE FOR 5.505 CFH. 2. HOT AND COLD WATER RISERS FROM WAN8L0C ON SECOND FLOOR. TYPICAL I DROP NATURAL GAS UNDER GROUND AND ROUTE T0 EMERGENCY GENERATOR. 4. PROVIDE NATURAL GAS REGULATOR TO REDUCE PRESSURE TO 4 OZ. AT APPLIANCE. VENT AS REQUIRED. 50 South 706 BBust American �ork'Utah 84083 Tel: (801) 756-5980 Fox: (801) 756-5979 This document is incomplete without the express coordination Descr with G3 Design Build PMTINGS No. Date I 07-6=-08Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set CONTRACTOR ARCHITECT ][O g�ARCHITECTk'0 = SPRINGHILL suffn Aokrrwtt a) � IS 7W dj E HAL PLUMBING LEGEND � �:; ABBR. ABBR. DRAWN BY: ]W HOT WATER WALL CLEANOUT WCO coscKsouv: MG "v. WATER CLEANOUT CO DATE: 24 NOV 2008 RECIRC COLD WATER CLEANOUT TO COTG JOB NO.: 8053 VENT LINE FLOOR FCO S E E T CLEANOUT WASTE LINE NATURAL GAS NG GAS LINE —G— GREASE VENT GV P2 * I CONDENSATE CD— WASTE RISER WR DRAIN FIRST LEVEL ALL VENT RISER VIR ��� �� ���«� . VALVE ..^^�^,"���~"^��� " PIPING "^`~� � L'^`~ CONNECTION TO i SCALE EXISTING WEt=h0t:j Construclion Set 24 NOV 08 VERIFICATION 111111111111111M 18 17 16N 15 14 13 I I I I I I I I I I I I I I I I I I I I I I I I ROOF i I I I I ROOF — - — - — - — - - - - i _ L=1 _ Q -1 I I I I D UBLE I DOUBL z CCESS I DOUBL KING QUEEN QUEEN KING QUEEN SUIT I - SUITE I SUITE - SUITE I SUITE 2 1 2 E 2 E 7 2 EE 2 EE 5 - 1 2 i - S 420 T ( S 430 T I 5 430 T _ 5 424 T I 5 432 T i i 16 - STA I 4" W REQIR I I A \�j Ivp EXEC. KING SUITE 22 EE 6 S ,S1 T �- 12 (11) 10 9 8 I I I I I I i I I I I i Roof f''C - Q-F- , -- - - - - -- - -- , '1 S4 S4S �i�T L O LOBBY s4�OT I �T ol0 21 1 0,0 �) 2 " _� 2 " I �–' \ �� 2' 2' —� I 1 1 / 2 ' - - -- 2 = -- – /2"J - -- 3/ - -�/2" - -� 1/4 = -- - - - 1/4 "� - -- 3 4 " � - -- I I I I / t4 - 1 "NG NEN 4:1 . _ IIII men IIIII -------- I 1 I i I L ACCES E 16N DOUBL Q U E E ( I E c SUIT - 2 EE 2 FE 4 I 222 5I3T 5 42 EE T I � I 5L PE 4° (FT. SLOPE 4° l T. i I 16 I U , r DOUBLE KING ' DOUBLE I DOUBLE QUEEN - I QUEEN _ I - QUEEN SUITE SUITE SUITE I SUITE 218 q %T S4 SOT n I IS4 / i \ s s� �v1 5 4 I I 1 I I I I I I I i I I i I I I I i I I I I I I I I I i I I I DOUBL i DAUB[-t- I Q KING KING QUEEN QUEEN KING KING SUITE I - SUITE I SUITE - ( - SUITE I SUITE - I - U TE 211 209 207 205 203 201 5 4 �T uA� 11w I S4�r _ I �( =& I s& _ I , S%v KING KING ' 0 QUEEN KING SUITE - - SUITE SUITE - - SUITE SUITE 2 1 2 O I`��� I08 / 1 ( X06 I H4 r STAIR 200 1/2 I Y' 0� ME H./ E Ll C. 200a 1 /2 - CW UP– KING SUITE DIA 202 E - ,= Ll _ I--- I La- - - - - -I i - �I - -- - -- 1 -, I I I-- - - - -i— _ - - -- - E) 1 -- - - -- —I-- - - - - _ -- - -- -- I- - - - - -- — J ------ F) I I I I I I I I SECOND LEVEL WATER & GAS PIPING PLAN SCALE: 3/32 " 44 0 b 0 rs 9 b 9b b . 9b Ll 0 0 o. 18 17 16 15 14 13 I I I i A B -- U -- i I �JI I I I G--- -- - - - - -- --- - - - - -F -- - - - -- I I I I I I i I I I I ( ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 4 - CW UP/DN i i 1= I D DOUBL I I D UBLE KING I 1 - Q UITE - SUITE I I S SUET 1 ( - Q 219 2 215 2 213 �) 2 " _� 2 " I �–' \ �� 2' 2' —� I 1 1 / 2 ' - - -- 2 = -- – /2"J - -- 3/ - -�/2" - -� 1/4 = -- - - - 1/4 "� - -- 3 4 " � - -- I I I I / t4 - 1 "NG NEN 4:1 . _ IIII men IIIII -------- I 1 I i I L ACCES E 16N DOUBL Q U E E ( I E c SUIT - 2 EE 2 FE 4 I 222 5I3T 5 42 EE T I � I 5L PE 4° (FT. SLOPE 4° l T. i I 16 I U , r DOUBLE KING ' DOUBLE I DOUBLE QUEEN - I QUEEN _ I - QUEEN SUITE SUITE SUITE I SUITE 218 q %T S4 SOT n I IS4 / i \ s s� �v1 5 4 I I 1 I I I I I I I i I I i I I I I i I I I I I I I I I i I I I DOUBL i DAUB[-t- I Q KING KING QUEEN QUEEN KING KING SUITE I - SUITE I SUITE - ( - SUITE I SUITE - I - U TE 211 209 207 205 203 201 5 4 �T uA� 11w I S4�r _ I �( =& I s& _ I , S%v KING KING ' 0 QUEEN KING SUITE - - SUITE SUITE - - SUITE SUITE 2 1 2 O I`��� I08 / 1 ( X06 I H4 r STAIR 200 1/2 I Y' 0� ME H./ E Ll C. 200a 1 /2 - CW UP– KING SUITE DIA 202 E - ,= Ll _ I--- I La- - - - - -I i - �I - -- - -- 1 -, I I I-- - - - -i— _ - - -- - E) 1 -- - - -- —I-- - - - - _ -- - -- -- I- - - - - -- — J ------ F) I I I I I I I I SECOND LEVEL WATER & GAS PIPING PLAN SCALE: 3/32 " 44 0 b 0 rs 9 b 9b b . 9b Ll 0 0 o. 18 17 16 15 14 13 I I I i A B -- U -- i I �JI I I I G--- -- - - - - -- --- - - - - -F -- - - - -- I I I I I I i I I I I ( ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 I 5L PE 4° (FT. SLOPE 4° l T. i I 16 I U , r DOUBLE KING ' DOUBLE I DOUBLE QUEEN - I QUEEN _ I - QUEEN SUITE SUITE SUITE I SUITE 218 q %T S4 SOT n I IS4 / i \ s s� �v1 5 4 I I 1 I I I I I I I i I I i I I I I i I I I I I I I I I i I I I DOUBL i DAUB[-t- I Q KING KING QUEEN QUEEN KING KING SUITE I - SUITE I SUITE - ( - SUITE I SUITE - I - U TE 211 209 207 205 203 201 5 4 �T uA� 11w I S4�r _ I �( =& I s& _ I , S%v KING KING ' 0 QUEEN KING SUITE - - SUITE SUITE - - SUITE SUITE 2 1 2 O I`��� I08 / 1 ( X06 I H4 r STAIR 200 1/2 I Y' 0� ME H./ E Ll C. 200a 1 /2 - CW UP– KING SUITE DIA 202 E - ,= Ll _ I--- I La- - - - - -I i - �I - -- - -- 1 -, I I I-- - - - -i— _ - - -- - E) 1 -- - - -- —I-- - - - - _ -- - -- -- I- - - - - -- — J ------ F) I I I I I I I I SECOND LEVEL WATER & GAS PIPING PLAN SCALE: 3/32 " 44 0 b 0 rs 9 b 9b b . 9b Ll 0 0 o. 18 17 16 15 14 13 I I I i A B -- U -- i I �JI I I I G--- -- - - - - -- --- - - - - -F -- - - - -- I I I I I I i I I I I ( ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 �v1 5 4 I I 1 I I I I I I I i I I i I I I I i I I I I I I I I I i I I I DOUBL i DAUB[-t- I Q KING KING QUEEN QUEEN KING KING SUITE I - SUITE I SUITE - ( - SUITE I SUITE - I - U TE 211 209 207 205 203 201 5 4 �T uA� 11w I S4�r _ I �( =& I s& _ I , S%v KING KING ' 0 QUEEN KING SUITE - - SUITE SUITE - - SUITE SUITE 2 1 2 O I`��� I08 / 1 ( X06 I H4 r STAIR 200 1/2 I Y' 0� ME H./ E Ll C. 200a 1 /2 - CW UP– KING SUITE DIA 202 E - ,= Ll _ I--- I La- - - - - -I i - �I - -- - -- 1 -, I I I-- - - - -i— _ - - -- - E) 1 -- - - -- —I-- - - - - _ -- - -- -- I- - - - - -- — J ------ F) I I I I I I I I SECOND LEVEL WATER & GAS PIPING PLAN SCALE: 3/32 " 44 0 b 0 rs 9 b 9b b . 9b Ll 0 0 o. 18 17 16 15 14 13 I I I i A B -- U -- i I �JI I I I G--- -- - - - - -- --- - - - - -F -- - - - -- I I I I I I i I I I I ( ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 202 E - ,= Ll _ I--- I La- - - - - -I i - �I - -- - -- 1 -, I I I-- - - - -i— _ - - -- - E) 1 -- - - -- —I-- - - - - _ -- - -- -- I- - - - - -- — J ------ F) I I I I I I I I SECOND LEVEL WATER & GAS PIPING PLAN SCALE: 3/32 " 44 0 b 0 rs 9 b 9b b . 9b Ll 0 0 o. 18 17 16 15 14 13 I I I i A B -- U -- i I �JI I I I G--- -- - - - - -- --- - - - - -F -- - - - -- I I I I I I i I I I I ( ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 ------------- L I ii J,�� - - - - - --- - - -- J - - - 1 - - - - -- - -- F) -- ------ I - - - --( i- - -- -- -- I I I I I I I I I I I i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I n THIRD & FOURTH LEVEL WATER & GAS PIPING PLAN P2.2 J SCALE: 3/32 "4 -0" ® KEYED NOTES 1. ROUTE HOT AND COLD WATER FROM MANIBLOC TO RISE UP/DN TO SERVE UNITS ON OTHER FLOORS. TYPICAL. 2. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 2/P4.1. 3. HOT AND COLD WATER RISERS FROM MANIBLOC ON SECOND FLOOR. TYPICAL 4. DROP 1!" COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 5. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 6. MANABLOC TO SERVE UNITS. SEE SCHEMATIC ON 3/P4.1. A 16 MSI #8: UPDATED PLANS FOR ARCHITECTURAL CHANGES. -- ��� 2 -11 -09 MSI 17: ADDED EYEWASH 3RD FLOOR MECH. 15 1 -19 -09 MSI ft REVISED MANABLOCS. 12 12 -9 -08 PLUMBING LEGEND MEANING ABBROLOR MEANING ABRaOR HOT WATER - - WALL CLEANOUT WCO HOT WATER _ _ _— CLEANOUT CO RECIRC COLD WATER _ CLEANOUT TO COTG GRADE VENT LINE - - - - FLOOR FCO - CLEANOUT WASTE LINE — - NATURAL GAS NG GAS LINE G GREASE VENT GV CONDENSATE DRAIN CD— WASTE RISER WR BALL VALVE —4 VENT RISER VR UNION VENT THRU ROOF VTR CONNECTION TO a 1 SCALE jWk=W01=j EXISTING VERIFICATION � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 � Y �A) - - - - bB) 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 CONTRACTOR ARCHITECT ARCHFTECT & SPIUNGHILL surru Aamott 0 .�� O 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 0 U O 0 a ' DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 DRAWN BY: JW CHECKED BY: M(J DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P2.2 2ND — 4TH LEVEL WATER & GAS PIPING PLANS Construction Set 24 NOV 08 O 41 1 h 0 M E P 0 L S T F - - ----------- �J I D le 3 M E �--% WC-4 L-31 L=-1 �Ty [T F Mel WC-4 1/2* 11 1/2" 1 1/2" swr 1 1/2"J 3/4 3/4 ENLARGED FIRST LEVEL RR PLUMBING PLAN —1/2' G_ F_ L— SCALE: 1/4"44 I 1 le-1 G 1 1 1/4 r 140 F� 140'FR A 1 F '1 1LJ " 1 2 T I 3/4 , I _ S ` U L) �, E -_ - R, E P 6 ,T T T FD-1 E01 U� L--- olf it 1 7 L11 II - — - — - — - — - — - — --- - — --- - I - II \ 1 I II I I - I I II i E� il�ki � 1�1: I IME SCALE: 1114!44 �4 ENLARGED GUEST LAUNDRY PLUMBING PLAN P3.1 SCALE: 1/8 . =11-00 L I i , � I,i � i L CONNECT TO L P IVI E 1'�,] I I EQUIPMENT (BY 0 N CAP FOR CO I tT ION 2" -\� TO POOL I I I 14ENT (BY OTHERS). VIDE BACK FLOW PR TER. 1 1/2* 2*NAnIRAI GAS ,- PRESSURE BACKFLOW PREVENTER III WH-1 AT 60" A.F.F. 4 _\-Z!PRESSURE__REDUCtNG STATION 3' 2 T_ 4 TP 'i I l op '�� j �=--a I I 1� � �TT I I I ; , E. L --- E 4- Ill 1 1 17 011 Wwwj CP_ SALT I — -------- 1/4 1 -------------- 3 3" - ------------ ------------------ BYP 3/4' L (:7) E —7 -- --- --- ---- 3 �� E -- ------ ----------- 3 1/4"— IR 3 T — IT 71 q) KEYED NOTES 1. DROP )!r COLD WATER DOWN TO ICE MAKER. PROVIDE BACK FLOW PREVENTER, VACUUM BREAKER, SHUT OFF VALVE AND 10' OF VINYL TUBING. 2. PROVIDE THERMOSTATIC MIXING VALVE AT SINK. 3. PROVIDE TRAP PRIMER WITH ACCESS DOOR. ROUTE TO FLOOR DRAIN(S). 4. PROVIDE NATURAL GAS REGULATOR TO REDUCE PRESSURE TO 4 OZ. AT APPLIANCE. VENT A REQUIRED. 5. PROVIDE ACCESS DOOR AT WATER HAMMER ARRESTOR. 6. h' HOT AND COLD WATER DOWN TO SPRAY RINSE. ROUTE WATER UNDER SINK TO DISHWASHER. 7. h' HOT AND COLD WATER DOWN TO VEGETABLE PREP SINK. 8. PROVIDE BACK FLOW PREVENTER AS REQUIRED PER 2! WASHER MANUFACTURER. A E .... ... . CITYN PI I MSI #4: REVISED LAUNDRY. 12 12-9-08 A MSI #1: KITCHEN REVISIONS. 9 11-4-08 F— PLUMBING LEGEND SYMBOL OR SCALE: 1/4 CONNECTION TO i 1' SCALE EXISTING VERIFICATION 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756-5980 Fax: (801) 756-5979 This document is incomplete w ithout the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07-03-09 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set _4 08-08-05 ADD #1 CONTRACTOR ARCHITECT U &AR M CKKT7ECTt I- * SPRINGHILL suff" I ® �\ —= -- -- - t { —� �- L 0 M E A N I N G 31MDL IJ ABBR. M E A N I N G ABBR. . 0 Cd 7 U W bo HOT WATER WALL CLEANOUT WCO HOT WATER CLEANOUT CO III RECIRC CLEANOUT TO COTG COLD WATER GRADE - I - - - - - - ----------- - -- - - - - - - i I i VENT LINE FLOOR CLEANOUT FCO j l WASTE LINE NATURAL GAS NG GAS LINE _G GREASE VENT GV CONDENSATE —CD— WASTE RISER WR DRAIN BALL -6— VENT RISER VR ENLARGED FIRST LEVEL PLUMBING PLAN VALVE UNION VENT THRU ROOF VTR SCALE: 1/4 CONNECTION TO i 1' SCALE EXISTING VERIFICATION 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756-5980 Fax: (801) 756-5979 This document is incomplete w ithout the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07-03-09 Progress Set 2 07-11-08 Permit Set 3 07-15-08 Bid Set _4 08-08-05 ADD #1 CONTRACTOR ARCHITECT U &AR M CKKT7ECTt I- * SPRINGHILL suff" NAL r . T RF N . 36526 12692 - - � -0-! �: DRAWN BY: JW CHECKED BY: MG DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P3 4, 1 ENLARGED FIRST LEVEL PLUMBING PLAN Construction Set 24 NOV 08 � � I j T � -�-,�/ � � � "' —_ � 1 � � , II 2 4 MS 3/ 1/2* �"/4 RE R� —2* � � 2 H UP —SOFT--- 2"CW UP 3/4', 1 1/2"1 G- 1 1/4 11407 a) 9 rMN4 0 . 0 Cd 7 U W bo NAL r . T RF N . 36526 12692 - - � -0-! �: DRAWN BY: JW CHECKED BY: MG DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P3 4, 1 ENLARGED FIRST LEVEL PLUMBING PLAN Construction Set 24 NOV 08 � � I j T � -�-,�/ � � � "' —_ � 1 � � , II 2 4 MS 3/ 1/2* �"/4 RE R� —2* � � 2 H UP —SOFT--- 2"CW UP 3/4', 1 1/2"1 G- 1 1/4 11407 ® KEYED NOTES _ flLl I 1 1/2' -� 2' FD — 1 / 2 ' I 2 - - j I 1/2 - � ( - - - ❑ L= L=1 r I I I I I I 2 I I JB _ ACC B - I 1 EEN - B -00 ! -- - B 2 *_1 - 3' �2- S T E 2 --1 1.=2 L_2 I 2 U I K3-1. I I _ IL-1 220 1 1 2 21 I 3' I 21( 430T ET I ' - I SF E ( I S 420 I I VENT RISER VENT RISER VENT RISER VENT RISER WASTE RISER WASTE RISER �WASTE_RISER WASTE RISER S 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build CONTRACTOR ARCHITECT KIL ARCHITECT 51 TYPICAL BACK TO BACK EXEC UNIT k3 Q O C cO I b Ih a d �n 0 a. �I P3.2_,/ SCALE: 114"=1 $-ON io 2 ROOM KI NG SUITE (4TH LPL ONL P3.2 J SCALE: 1/4 " =1' -0" � I — i — C ❑I 11/2' - 2' 2/ i -11/2' I I I I A IL-1 I L -1 �, I r 2" _EN TE �L Y_1 )7 E3 VENT RIS WASTE IT RISER RISER El — -- – — — — � TYPICAL BACK TO BACK UNITS �31 TYPICAL BACK TO BACK UNITS 1 CLOSET Pay SCALE. 1/4' -l' -a• TYPICAL ADA BACK TO BACK UNITS r2_"� TYPICAL BACK TO BACK UNIT WZ CLOSET SCALE: 1/4*4-0' \. �.2 SCALE: 1/4*=l'-O* TYPICAL SINGLE UNIT SCALE: 1/4 " =1 -0" TYPICAL ADA UNIT T )i \14 / i \\, \\V// 16 1 WASTE RISER - i VENT R W ASTE RISER _ F 7 6 1 4 T 3 PRINTINGS No. Date Description I "� #8: UPDATED PLANS FOR 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set AV 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT KIL ARCHITECT 51 TYPICAL BACK TO BACK EXEC UNIT k3 Q O C cO I b Ih a d �n 0 a. �I P3.2_,/ SCALE: 114"=1 $-ON io 2 ROOM KI NG SUITE (4TH LPL ONL P3.2 J SCALE: 1/4 " =1' -0" � I — i — C ❑I 11/2' - 2' 2/ i -11/2' I I I I A IL-1 I L -1 �, I r 2" _EN TE �L Y_1 )7 E3 VENT RIS WASTE IT RISER RISER El — -- – — — — � TYPICAL BACK TO BACK UNITS �31 TYPICAL BACK TO BACK UNITS 1 CLOSET Pay SCALE. 1/4' -l' -a• TYPICAL ADA BACK TO BACK UNITS r2_"� TYPICAL BACK TO BACK UNIT WZ CLOSET SCALE: 1/4*4-0' \. �.2 SCALE: 1/4*=l'-O* TYPICAL SINGLE UNIT SCALE: 1/4 " =1 -0" TYPICAL ADA UNIT T )i \14 / i \\, \\V// 16 1 WASTE RISER - i VENT R W ASTE RISER _ F 7 6 1 4 T 3 �t � t r I VENT )UB -� BOB B I 3' i-2• T II 224 431 J 3• I ��'� I 1-1 1/2' L=1 I I I 1 5L PE 4" FT. VARIATION) �.2 SCALE: u<•.r -o• ICAL B TO BACK EXEC UNIT SCALE: 1/4"44 s TYPICAL EXE P3.2 SCALE; 1/4 =1' -0 1. DROP -' CONDENSATE DRAIN FROM VTAC AND I "� #8: UPDATED PLANS FOR - ROUTE TO FLOOR DRAIN. PROVIDE AIR GAP AS U 2 -11 -09 - MSI #s: REVISED DOWN SPOUTS, VENTS AND - A RISERS. REQUIRED. - 0, I ° - Q MSI 9 11 -4-08 ❑ - 2. SEE OVERALL ARCHITECTURAL FLOOR PLANS TO MEANING MEANING ABBROLOR ABBROLOR DETERMINE WHICH UNITS HAVE BATH TUBS AND HOT WATER - - - WALL CLEANOUT WCO - - WHICH HAVE SHOWERS. _ _ _ _ CLEANOUT Y RECIRC 1 1/2-JA 1/2' TO FIXTURES. I 2' A , - I -i L =1 I K N FLOOR OUT I FCO Tr U � I NG GAS LINE GREASE VENT GV G we 1 20 WASTE RISER WR l DRAIN s I BALL ��,— 420 VENT RISER VALVE 1 VENT RISER WASTE RISER i WASTE RISER VTR �t � t r I VENT )UB -� BOB B I 3' i-2• T II 224 431 J 3• I ��'� I 1-1 1/2' L=1 I I I 1 5L PE 4" FT. VARIATION) �.2 SCALE: u<•.r -o• ICAL B TO BACK EXEC UNIT SCALE: 1/4"44 s TYPICAL EXE P3.2 SCALE; 1/4 =1' -0 D U E SUE t -Z0 SU r 20 � SHEE � 43 C KING SUITE SPRINGGHILL surru Asmott '91 , • o .w . o I "� #8: UPDATED PLANS FOR A 16 MSI ARCHITECTURAL CHANGES. U 2 -11 -09 MSI #s: REVISED DOWN SPOUTS, VENTS AND - A RISERS. 12 -23 -08 #1: DECK DRAIN REVISIONS. Q MSI 9 11 -4-08 - PLUMBING LEGEND MEANING MEANING ABBROLOR ABBROLOR HOT WATER WALL CLEANOUT WCO - - HOT WATER _ _ _ _ CLEANOUT CO RECIRC COLD WATER - CLEANOUT TO COTG GRADE VENT LINE - - - - - FLOOR OUT FCO WASTE LINE — - NATURAL GAS NG GAS LINE GREASE VENT GV G CONDENSATE CD— WASTE RISER WR DRAIN BALL ��,— VENT RISER VR VALVE UNION I VENT THRU ROOF VTR CONNECTION TO a 1" SCALE WW 1111111111111itzi EXISTING u VERIFICATION D U E SUE t -Z0 SU r 20 � SHEE � 43 C KING SUITE SPRINGGHILL surru Asmott '91 , • o .w . o DRAWN BY: CHECKED BY: MG DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P3 ,9 2 1/4 SCALE UNITS PLUMBING PLAN Cons:a•i �, -' ISet 24 NOV 08 MINMENN6 U 0 DRAWN BY: CHECKED BY: MG DATE: 24 NOV 2008 JOB NO.: 8053 SHEET P3 ,9 2 1/4 SCALE UNITS PLUMBING PLAN Cons:a•i �, -' ISet 24 NOV 08 MINMENN6 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT K V "ARCH � SPRINGGHILL sums Ammott 12692 O � 0 c�3 U bA b hQ . al O b R N YC N ` Eli OW v 2%ST 4 a ' 12692 I W LM GF DRAWN BY: Jw CHECKED BY: MG DATE: 24 NOV 2008 JOB N o.: 8053 P4.1 PLUMBING SCHEMATICS Construction Set 24 NOV 6 0 0 w lu 0 0 b SI -\, ^ SH -1 2 1/2 "-4 ; 3" 4, » 1 1 2 1 ^ - r L 4N L -2 1 1 ' 2 " i > L -21 1 WC -1 ! L -1 I � t I ' WC - I`i til t 1 i -1 TYPICAL BACK TO BACK KING SUITE SCALE: NO SCALE 1 1/2 1 / 2 " ' i I '`. 3 » I " t 2 1/2" 4 3 ' < » 1 1 � `.� 4 » i 1 L -1 L -2 I 2 I > L -2 »4 I � I OULEPJ S01TE 1 WC -11 1 � I WC -1 2" TYPICAL BACK TO BACK QUEEN SUITE SCALE: NO SCALE 4" r ^. I , '�,, 2 1 , 1 WC -21 ! ' , 2 1 /2 - I 1 I 1 � I 1 I I WC -1 � I I 1 » ' 2 -j 1 I 1 1 13 SH -1 WATER SOFTENER SCHEDULE FIXTURE SCHEDULE SYMBOL DESIGN MAXIMUM MAX MIN SERVICE FLOW RATES LOCATION TANK SIZES SALT ELECTRICAL DIMENSIONS MV - 1 FLOW MANUF. 10 PSI SYMMONS 5-900-102-1 EXCH. EXCH. I CONTINUOUS PEAK BACK RESIN GI STORAGE VOLT/ HEAD WORKING AND 800 GALLON SYMBOL CAPACITY CAPACITY GPM GPM WASH LOAD SOFTENER BRINE CAPACITY PH/ L/W /H VOLT /PH SYMBOL MODEL NO. LOCATION SERVICE GRAINS GRAINS a 15PS1 0 25PSI GPM FTA3 IN IN ) (LBS) HZ ALL BRONZE -1 WS-1 PACIFIC WATER INC. LEVEL 1 HOT WATER 1.5 12 WATER 85 120/1 CONSTRUCTION, (IN) REMARKS HEATER RM TMA450- 15X8 -NXT MECH 127 DOMESTIC 900,000 600,000 158 212 20 30 30/72 38/48 1500 120/1/60 111/40/96 1 -2 1. UNIT WITH SALT STORAGE RASIN ALL BRONZE -2 UPS15.42F INUNE WATER HOT WATER 1.5 12 WATER 85 120/1 2. TWIN ALTERNATING SOFTENER. DOMESTIC PUMP SCHEDULE FIXTURE SCHEDULE SYMBOL DESIGN MAXIMUM MANUFACTURER & PUMP MOTOR SYMBOL LOCATION MANUF. PRESSURE DROPI MOnF1 I REMARKS MV - 1 FLOW rip 10 PSI SYMMONS 5-900-102-1 I IN AND LBS GI SYSTEM RATE HEAD WORKING -1 800 GALLON SYMBOL MODEL NO. TYPE LOCATION SERVED GPM t__ FLUID WATTS VOLT /PH REMARKS CP GRUNDFOS VERTICAL LEVEL 1 DOMESTIC W SPEAKMAN COMPANY "ANYSTREAM 2000" S- 2005 -HB MULTI FUNCTION W/ INLINE ALL BRONZE -1 UPS15-42F INUNE WATER HOT WATER 1.5 12 WATER 85 120/1 CONSTRUCTION, KOHLER "VILLAGER" K- 715-0(L) OR K- 716-0(R), BATWSHOWER TRIM: DELTAVALVE HEATER RM TRIM KIT, VALVE, TUB SPOUT, DIVERTER TRIM & VALVE LESS SHOWER HEAD T17430 BT -2 (TUB -05) FLANGED CONNECTION CP GRUNDFOS VERTICAL LEVEL 1 DOMESTIC ALL BRONZE -2 UPS15.42F INUNE WATER HOT WATER 1.5 12 WATER 85 120/1 CONSTRUCTION, - - 4 - HEATER RM CB -2 CATCH BASIN - - - - - - FLANGED CONNECTION MIXING VALVE SCHEDULE FIXTURE SCHEDULE SYMBOL DESIGN MAXIMUM MANUFACTURER & W SYMBOL LOCATION GPM PRESSURE DROPI MOnF1 I REMARKS MV - 1 LEVEL 1 WATER rip 10 PSI SYMMONS 5-900-102-1 I IN HEATER ROOM LBS GI PRV 1 -3 2. PRESSURE REDUCING VALVE 3. LOCKING CABINET 2 1/2"" .'``j 1 1 <, ,,/�1 1/2" 2 "-t 2 " /' 1 1/2 ^ I 3 » I I 1 t 1 I �L -1 WC -1 / -1 1/2" 1 3 1 I 1 1 L -11 Mal TYPICA BACK TO BACK ADA KING /QUEEN SCALE: NO SCALE 4" r.� 1 '1 1 / 2 21/2 "1 1 `.[1 1/2" 3" 1 WC -1 2 - 4 4" 1 1/2" I 1 I ` ' I WC -1 1 1/2" TYPICAL BACK TO BACK EXEC KING /KING SCALE: NO SCALE TYPICAL ADA DOUBLE QUEEN �l I 1 I 1 ' » I 4 1 1 " WC -11 I SCALE: NO SCALE 1 1/2 2 1/2 "-4 1 1 1 1 1/2 SH - 1 L -1 2 " x,1 I 1 1 , 1 1;- 1/2" 1 KS -1 Is 1 1 1 , L -2 1 1 I 1 I WC -1 1 1 , 2" 1 J, 4» / 3 »j I V 1 1 1 `J �y 0 � 0 2 ROOM KING SUITE SCALE: NO SCALE GREASE INTERCEPTOR FIXTURE SCHEDULE SYMBOL PHYSICAL CW MANUFACTURER W V 2 —" FIXTURE AND LENGTH WIDTH HEIGHT WEIGHT ID MODEL NUMBER I IN IN LBS GI DUR-A -CRETE OR AMCOR O -1 800 GALLON 96 60 84 12,400 SM ___ DUR-A -CRETE OR AMCOR t__ GUESTROOM -1 SAMPLING MANHOLE 72 72 52 9,800 1 1/2 PLUMBING FIXTURE SCHEDULE SYMBOL Date Description CW HW W V 2 (MATRIX MARK)' FIXTURE IN IN IN ) (IN) MANUFACTURER, MODEL NO. &DESCRIPTION ADD #1 an KOHLER "SEAFORTH BATH" K- 745-0(L) OR K- 746 -0(R), BATH /SHOWER TRIM: DELTA O "INNOVATIONS JETTED SHOWER SYSTEM" W/ SHOWER ARM AND FLANGE FOR FIXED BT -1 (TUB -03) BATH TUB 1/2 1/2 1 % 1 % SHOWER HEAD W/ SHOWER SPOUT & VALVE/ LESS SHOWER HEAD R18448 -WS & GUESTROOM T18430 & RP19895, DRAIN: AMERICAN STANDARD 1545.170.002, SHOWER HEAD: O r-� • �� W SPEAKMAN COMPANY "ANYSTREAM 2000" S- 2005 -HB MULTI FUNCTION W/ INLINE I� VACUUM BREAKER KOHLER "VILLAGER" K- 715-0(L) OR K- 716-0(R), BATWSHOWER TRIM: DELTAVALVE ADA BATH TUB TRIM KIT, VALVE, TUB SPOUT, DIVERTER TRIM & VALVE LESS SHOWER HEAD T17430 BT -2 (TUB -05) GUESTROOM 1/2 1/2 1 'Y' 1 Y2 & R10000 -UNWS & RP29895 & T11630 & R1160, DRAIN: AMERICAN STANDARD 1545.170.002, SHOWER HEAD: SPEAKMAN COMPANY HAND HELD VS -2950 W/ INLINE VACUUM BREAKER CB -1 CATCH BASIN - - - - 4 - 36 "X36'XC24" CONCRETE CATCH BASIN W /GRATE CB -2 CATCH BASIN - - - - - - 18 "X18 "X18" NDS PRO ONE PIECE SINGLE OPENING CATCH BASIN W /GRATE COTG CLEAN OUT TO GRADE -.- _ 4 JAY R. SMITH MFG. CO. ADJUSTABLE TOPS FOR UNFINISHED FLOOR, VANDAL PROOF 4221S -U-G -M OR APPROVED EQUAL DSN -1 DOWNSPOUT NOZZLE -,- _ _ _ _ _ JAY R. SMITH MFG. CO. DOWNSPOUT NOZZLE WITH BIRD SCREEN 1770T -BS -NB OR APPROVED EQUAL EW -1 (EWS -01) EMERGENCY EYEWASH 1/2 1 +/_ HAWS CORPORATION 726OBT WALL MOUNTED, TEMPERED WATER BLENDING VALVE TEMPERED 9201 EWC -1 CR -01 j ELECTRIC WATER 112 - 1 , �' 1 / ELKAY ERFPM28K STAINLESS STEEL DOUBLE HI -LO STATION WALL MOUNT WATER COOLER COOLER, CHROME PLATED P -TRAPS OR APPROVED EQUAL FCO (CLO-01) FLOOR CLEAN OUT -. _ 4 JAY R. SMITH MFG. CO. 4020S- F- C -X -Y -U VANDAL PROOF, TWIST RO FLOOR ADJUSTABLE TOP OR APPROVED EQUAL FLOOR DRAIN R DRAT JAY R. SMITH MFG. CO. 2005L- P050- U-G -NB ROUND TOP, TRAP PRIMER CONNECTION, FD -1 (FLD -01) PUBLIC OMS -�- 2 2 VANDAL PROOF, GALVANIZED CAST IRON BODY, NICKEL BRONZE STRAINER OR APPROVED EQUAL FLOOR DRAIN JAY R. SMITH MFG. CO. 2320YLXH- P050- U-G -NB SPEEDY SET EXTRA HEAVY, TRAP FD -2 (FLD-02) BACK OF HOUSE, POOL - - 2 2 PRIMER CONNECTION, VANDAL PROOF GRATE OR APPROVED EQUAL EQUIPMENT FS -1 (FSK -01) FLOOR SINK - _ 2 2 JAY R. SMITH MFG. CO. 3140YL -CI- PDBS -U DUCO CAST IRON, DOME BOTTOM STRAINER, VANDAL PROOF SCREWS, SPEEDI -SET SERVICE WEIGHT OR APPROVED HB -1 HOSE BIB 3/4 - - - - - - CHICAGO 387 -RCF HOSE END LOOSE KEY AND E -27 VACUUM BREAKER. ICE -1 WATER OUTLET 112 _ _ GUY GRAY ICE MAKER WATER OUTLET BIM875, PROVIDE W/ BACKFLOW PREVENTER AND VACUUM BREAKER LAVATORY AMERICAN STANDARD "OVALYN "0496.221.020 UNDER COUNTER SINK L -1 (SNK -17) GUESTROOM 1/2 1/2 1% 1% FAUCET: AMERICAN STANDARD "ONE" 2064.101.002SINGLE HANDLE,DECK MOUNT, DRESSING METAL POP -UP DRAIN, FLEXIBLE STAINLESS STEEL SUPPLIES WITH LOOSE KEY ANGLE STOPS, VACUUM BREAKER LAVATORY VITRA USA INC "RIVA" 4120-003-0001 & 4121 -003-0156 CORNER LAVATORY W/ L -2 (SNK -18) GUESTROOM 1/2 1/2 1% 1 ,Y, PEDASTAL FAUCET: AMERICAN STANDARD "ONE" 2064.101.002SINGLE PEDASTAL HANDLE,DECK MOUNT, METAL POP-UP DRAIN, FLEXIBLE STAINLESS STEEL SUPPLIES WITH LOOSE KEY ANGLE STOPS, VACUUM BREAKER AMERICAN STANDARD "OVALYN "0496.221.002 UNDER COUN DER SINK L-3 (SNK -04) LAVATORY PUBLIC 1/2 1/2 1 % 1 i4 FAUCET: AMERICAN STANDARD "RELIANT 3" 7385.000RB.002. HANDLE, 4 1/2" SPOUT, RESTROOM METAL POP -UP DRAIN, FLEXIBLE STAINLESS STEEL SUPPLIES WITH LOOSE KEY ANGLE STOPS, VACUUM BREAKER, GRID DRAIN LAVATORY AMERICAN STANDARD "LUCERNE WALL MOUNT SINK" 0355.012.020 LA (SNK -04) BACK OF HOUSE 1!2 1/2 1 % 1 FAUCET: AMERICAN STANDARD "RELIANT 3" 7385.000RB.002. HANDLE, 41/2" SPOUT, EMPLOYEE RESTROOM METAL POP -UP DRAIN, FLEXIBLE STAINLESS STEEL SUPPLIES WITH LOOSE KEY ANGLE STOPS VACUUM BREAKER GRID DRAIN JAY R. SMITH MFG. CO. 8910 FABRICATED STEEL W. GRAY DUCO COATING AND LI -1 (LIT -01) LINT RECEPTOR -.- -.- -.- - STAINLESS STEEL PRIMARY AND SECONDARY LINT SCREENS, 3/16" DIAMOND PLATE COVER OR APPROVED EQUAL LAUNDRY SINK EL MUSTEE DOUBLE COMPARTMENT, ONE PIECE MOLDED CONSTRUCTION W/ LS -1 (SVS -02) BACK OF HOUSE 3/4 3/4 3 2 COMPLETE DRAIN ASSEMBLY 40 "X24 "X34" 27FX18.300F LAUNDRY FAUCET: EL MUSTEE LAUNDRY TUB FAUCET 6" HIGH RISE SWING SPOUT 93.600 MUSTEE 62M MOLDED FIBERGLASS, INTEGRALLY MOLDED CENTER DRAIN W/ SEAL, MOP SINK REMOVABLE STAINLESS STEEL STRAINER, 65.700 HOSE AND HOSE HOLDER, 65.600 MS-1 (MOP -01) BACK OF HOUSE 314 3/4 3 2 MOP HANGER, AND 67.2424 DURAGUARD WALL GUARDS FAUCET: AMERICAN STANDARD8344.112.002 EXPOSED YOKE, WALL MOUNT UTILITY W/ TOP BRACE NFH -1 (HYD -01) NON - FREEZE WALL 3/4 JAY R. SMITH MFG. CO. 5609 -QT NON FREEZE, POLISHED BRONZE FACE, SELF HYDRANT DRAINING LOOSE KEY, VACUUM BREAKER COMBINATION ZURN RD2130 -C -OD, VANDAL PROOF DOME, GALVANIZED CAST IRON OR APPROVED RD-1 ROOF /OVERFLOW -. -- - - EQUAL DRAIN KITCHEN SINK KOHLER "STACCATO" STAINLESS STEEL SINK K- 3363 -2 -NA, 20 "X20 TOP MOUNT KS -1 (SNK -11) GUESTROOM/ 1/2 1/2 1 , % 1 %: FAUCET: AMERICAN STANDARD "RELIANT' 4205.000.002 SINGLE LEVER, SWING SPOU EMPLOYEE BREAK W/ STAINLESS STEEL FLEXIBLE SUPPLIES W/ LOOSE KEY ANGLE STOPS ROOM DRAIN: AMERICAN STANDARD 4331.013.002 STRAINER S-1 (SVS -04) BACK OF HOUSE FOOD 1/2 1/2 1 % 1 Y2 3- COMPARTMENT STAINLESS STEEL SINK. SPECIFIED / SUPPLIED IN FOOD SERVICE PREP & LAUNDRY EQUIP MANUAL, SECTION 11 40 00 SHOWER PAN: KOHLER "PURIST" 48"X36'7(4" K -9026 ENAMELED CAST IRON SHOWER RECEPTOR, KOHLER K -9132 DRAIN SH -1 (SHR-04) SHOWER 1/2 1/2 1 % 1 y , TRIM: DELTA "INNOVATIONS JETTED SHOWER SYSTEM" R18224 -WS & T18230 W/ GUESTROOM SHOWER SHOWER ARM AND FLANGE FOR FIXED SHOWER HEAD W/ VALVE LESS SHOWER HEAD SHOWER HEAD: SPEAKMAN COMPANY "ANYSTREAM 2000" S- 2005 -HB MULTI FUNCTION W/ INLINE VACUUM BREAKER TRIM: DELTA "INNOVATIONS JETTED SHOWER SYSTEM" R18224 -WS & T18230 W/ SHOWER ARM AND FLANGE FOR FIXED SHOWER HEAD W/ VALVE LESS SHOWER HEAD BATH /SHOWER DIVERTER: AMERICAN STANDARD "3- WAY -IN- WALL" 1660.300.002 & 0000.341H.002 SHOWER TRIM SHOWER HEAD WALL MOUNT: SPEAKMAN COMPANY "ANYSTREAM 2000" 8- 2005 -HB SH -2 (SHR -05) GUESTROOM ADA ROLL 1/2 1/2 1 % 1 MULTI FUNCTION W/ INLINE VACUUM BREAKER IN SHOWER SHOWER HEAD HAND HELD: SPEAKMAN COMPANY VS -2951 W/ INLINE VACUUM BREAKER NOTE: ADA ROLL -IN SHOWER IS PROVIDED WITH HANDHELD SHOWER HEAD MTD ON BACK WALL (LONG WALL) & FIXED SHOWER HEAD MTD ON END WALL (SIDE WALL) WITH WALL MTD DIVERTER TO CONTROL FLOW TO EACH. CONTROLS & DIVERTER LOCATED AT HEAND HELD. PROVIDE PVC SHEET TO LINE SHOWER FLOOR IN ACCORDANCE WITH IPC SECTION 417.5.2, TD-1 TRENCH DRAIN - _ 4 CONCRETE TRENCH DRAIN. T -0" X 18"X 24" DEEP. PROVIDE METAL SLOTTED GRATE. SEE DETAIL 131P5.2. TP TRAP PRIMER 1/2 - - - PRECISION PLUMBING URINAL AMERICAN STANDARD "TRIMBROOK" 6561.017.020 WHITE URA (URN -01) PUBLIC RESTROOM 3/4 - 2 2 FLUSH VALVE: SLOAN ROYAL 186-1 COORDINATE MOUNTING HEIGHT WITH ARCHITECT WB -1 WASHER BOX 1/2 1/2 2 1 '/2 • GUY GRAY B200 WASHER BOX WC -1 (VNCL -01) WATER CLOSET 314 _ 3 2 AMERICAN STANDARD "CADET' 2383.012.020 ELONGATED BOWL GUESTROOM SEAT: AMERICAN STANDARD 5324.019.020 WC -2 (WCL -03) WATER CLOSET (ADA) 3/4 _ 3 2 AMERICAN STANDARD "CADET 3" 2386.012.020 ELONGATED BOWL GUESTROOM SEAT: AMERICAN STANDARD 5324.019.020 WATER CLOSET KOHLER 'WELLCOMME" K -4350-0 BOWL WC -3 (WCL -05) PUBLIC RESTROOM 3/4 - 3 2 SEAT: KOHLER "STRONGHOLD" OPEN FRONT SEAT K- 4731 -C-0 FLUSH VALVE: SLOAN ROYAL 111 WC-4 (WCL-06) WATER CLOSET (ADA) 314 KOHLER "HIGHCLIFF" K -4368-0 BOWL "STRONGHOLD" PUBLIC RESTROOM -.- 3 2 SEAT: KOHLER OPEN FRONT SEAT K- 4731-0 FLUSH VALVE: SLOAN ROYAL 111 WCO (CLO -02) WALL CLEANOUT -•- _._ 2-4 - - JAY R. SMITH MFG. CO. 4402- U- BB -PC, VANDAL PROOF SCREW, CAST IRON BODY, PRIME COATED STEEL COVER OR EQUAL WHA WATER HAMMER 1 -'- PRECISION PLUMBING ARRESTOR * RFF CPPIAIf_t.lil 1 (111=42 01 1 I\I01A1l%_ COVT11oC &A 1 . ..r... ... ..... ... C�. ® GENERAL NOTES 1. SLEEVE PIPING THRU WALLS AND FOUNDATIONS WERE REQUIRED. 2. COORDINATE EXACT ROUTING WITH ALL OTHER TRADES. (PLUMBING DRAWINGS ARE SCHEMATIC IN NATURE.) 3. ARRANGE PIPING IN PLUMBING CHASES TO ALLOW MAINTENANCE ACCESS. 4. NO PIPING TO BE RUN OVER ELECTRICAL PANELS, VFD'S, OR MCC'S AND A 42" DEEP ZONE IN FRONT OF PANELS, VFD'S, AND MCC'S IS TO BE PROTECTED. 5. FIRE PROTECTION LINES ARE TO BE DESIGNED AND INSTALLED NTH CLOSE COORDINATION WITH ALL OTHER DISCIPLINES. (DUCTWORK, MECHANICAL PIPING, AND PLUMBING TAKE SPACE PRECEDENCE OVER FIRE PROTECTION PIPING.) 6. FIXTURE MOUNTING HEIGHTS, DIMENSIONS, AND OTHER REQUIREMENTS ARE TO BE COORDINATED WITH ARCHITECTURAL AND ADA REQUIREMENTS. 7. VENTS ARE TO BE LOCATED A MINIMUM 10' AWAY FROM AIR INTAKES. 8. DOMESTIC WATER LINES ARE TO BE INSTALLED BELOW DUCTWORK. 9. A 24" X 24" ACCESS DOOR IS TO BE INSTALLED BELOW ALL ISOLATION VALVES & CIRCUIT SETTERS WHERE MOUNTED ABOVE HARD CEILINGS. 10. EXISTING CONDITIONS ARE TO BE VERIFIED PRIOR TO COMMENCING WORK. 11. PLUMBING INSTALLATION IS TO COMPLY WITH THE MOST STRINGENT OF APPLICABLE CODES, ORDINANCES, OR THE SPECIFICATIONS. 12. ALL FIXTURES ARE TO BE PROPERLY VENTED TO THE ATMOSPHERE, 13. COORDINATE INDIVIDUAL LINE SIZES TO FIXTURES WITH SCHEDULE. 14. RAIN - WATER PIPING INSTALLATION IS TO BE COORDINATED WITH SITE PLAN. SLOPE MAINS 1/4" PER FOOT. L; I, r 2 ,w " , 3E= n :. --� -- W -" v A MSI ,15: VENTING CLARIFICATION. _ 12 -15 -08 A TRENCH DRAIN /ADA DRAIN REVISION 11 -24 -08 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build CONTRACTOR ARCHITECT :: R su t G ITEf AMMOff V 1 PRINTINGS No. Date Description 1 07 -03 -08 Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT :: R su t G ITEf AMMOff V 1 • � O �� an O U O rA O r-� • �� W I� CHECKED BY: MG DATE: 24 NOV 2008 J OB NO.: 8053 SHEET P5.1 PLUMBING SCHEDULES Construction Set 24 NOV 08 DRAWN BY: J`JI,I 2. 10 YEAR WARRANTY. 3. PROVIDE SEALED COMBUSTION DIRECT VENTING KIT. COUNTERSUNK SCREW BRASS CLEANOUT PLUG AND FERRULE ACCESS COVER AND FRAME. FINISHED TOP OF COVER SHALL BE � FLOOR FLUSH W /TOP OF FLOOR. T IRON CA � 1�8 BEND �BgME �LEANOUT TO GRADE. E::E WASTE PIPING 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE FLOOR CLEANOUT DETAIL NO SCALE P5.2 WALL MAY EXTEND AS A WASTE OR VENT SHUT -OFF VALVE GROUND JOINT UNION SAME SIZE AS UNIT CONNECT[ APPLIANCE FLEXIBLE GAS CONNECTOR 18" MAX. 111"Im ill= ilmli11c DRIP LEG SAME SIZE AS DROP GAS CONN NO SCALE 3" 6" VERTICAL 5 P5.2 NO SCALE P5.2 FINISHED GRADE C.I. COVER AND FRAME ,,--CLEANOUT PLUG 18 "x18 "x6" THICK w 4" C.I. CONCRETE PAD r�u�n�r perru b 0 4" CONCRETE PIPE CONCRETE PIPE 9 9b I (SIZE AS SHOWN ON PLANS) b CLEANOUT TO GRADE DETAIL (COTG)_ NO SCALE ROOFINGS V_ o �I ROOF DECK VENT THRU ROOF FLASHI NO SCALE 4 P5.2 LEG NO SCALE R© HOUSEKEEPING PAD 8 P5.2 BOARD EXPANSION JOINT 10" SLOTTEB O "GRATE 10 "I 24" � -- -- 140E -- -- -- - --+5 f 110'F -- - - -5 � TO BLDG CHECK VALVE PRESSURE GAUGE BALANCE VALVE SET TO 1.5 GPM PRESSURE REDUCING VALVE i i i HIGH PRESSURE ' MIXING VALVE LOW PRESSURE ' MIXING VALVE i HIGH —LOW MIXING VALVE DETAIL 10 NO SCALE MANHOLE INLET — 4" DRAIN LINE� SERVING TRENCH DRAIN #4 REBAR 0 12' O.C. BOTH WAYS ET GREASE INTERCEPT NO SCALE " 6• 4" VENT TO P5.2 COTG C) Or W 00 N Q 5' -5 x3' -11" DIMENSIONS ARE APPROXIMATE DETAIL 11 P5.2 ' `- CONCRETE FLOOR SLAB 41 1 _. • 4 ". DOME STRAINER CONCRETE TRENCH DRAIN W/ #4 BAR HORIZ. CONT. TO P -TRAP TRENCH DRAIN DETAIL (TD-1) NO SCALE WATER SOFTENER DETAIL 4" MINIMUM HOUSEKEEPING PAD NO SCALE 13 P5.2 -- OUTLET VALVE AREVI SION TRENCH DRAIN /ADA DRAIN 11 -24 -08 SEALANT STAINLESS STEEL FLASHING 12 12 MI VENT BIBB WITH ARRESTER T BOX 9 P5.2 SECURED FROI INLE' STATIC WATE LINT INTERCEPTOR DETAIL rl 2 NO SCALE P5.2 NO SCALE PRV DETAIL 6 NO SCALE P5.2 BACKFLOW BALL VALVE PREVENTER (TYP EE PLANS FOR SIZE TEST COCKS RUN DRAIN TO FLOOR SINK OR FLOOR DRAIN o NOTES: in 1. ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE AREA. 2. THE PREMISE OWNER OR RESPONSIBLE PERSON SHALL HAVE THE BACKFLOW PREVENTER ASSEMBLY TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AT THE TIME OF INSTALLATION, REPAIR, OR RELOCATION AND AT LEAST ON AN ANNUAL SCHEDULE THEREAFTER OR MORE OFTEN WHEN REQUIRED BY THE z ADMINISTRATIVE AUTHORITY. 3. PROVIDE MINIMUM 12" CLEAR ALL AROUND ASSEMBLY. BACKFLOW PREVENTER DETAIL 7 3 NO SCALE P5.2 P5.2 PRESSURE GAUGE G G -- 140E -- -- BALL VALVE ' 1 CHECK VALVE - BALANCE VALVE SET TO 1.5 GP VACUUM RELIEF VALVE SEISMIC BRACING ° ° RUN TO FLOOR THERMOMETE _ 101 1 _ ° I ° T OAKUM PACKING VENT DRAIN DRAIN 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 — Progress Set 2 07 -11 -08 SHUT -OFF VALVE 3 07 -15 -08 Bid Set CHROME WALL COVER 08 -08 -05 ADD #1 b (TYPICAL) o LOW FLOW PRV SET AND SCREW (45 GPM) , FOR 60 PSI OUTLET 2" FINISHED FLOOR CLEANOUT TEE PRESSURE GAUGE v 3 • WITH VALVE 7 (TYPICAL) (90 GPM) 1/8" C.I. BEND ' 3" RE GU LAT OR WITH WYE STRAINER --- - BALANCE OF PIPING 3 / 4 * SAME AS FLOOR t ., CLEANOUT VALVED LINE BACKFLOW PREVENTER 157 FLOW PRV WALL CLEANOUT DETAIL / 2 \ OR NO SCALE P5.2 FINISHED GRADE C.I. COVER AND FRAME ,,--CLEANOUT PLUG 18 "x18 "x6" THICK w 4" C.I. CONCRETE PAD r�u�n�r perru b 0 4" CONCRETE PIPE CONCRETE PIPE 9 9b I (SIZE AS SHOWN ON PLANS) b CLEANOUT TO GRADE DETAIL (COTG)_ NO SCALE ROOFINGS V_ o �I ROOF DECK VENT THRU ROOF FLASHI NO SCALE 4 P5.2 LEG NO SCALE R© HOUSEKEEPING PAD 8 P5.2 BOARD EXPANSION JOINT 10" SLOTTEB O "GRATE 10 "I 24" � -- -- 140E -- -- -- - --+5 f 110'F -- - - -5 � TO BLDG CHECK VALVE PRESSURE GAUGE BALANCE VALVE SET TO 1.5 GPM PRESSURE REDUCING VALVE i i i HIGH PRESSURE ' MIXING VALVE LOW PRESSURE ' MIXING VALVE i HIGH —LOW MIXING VALVE DETAIL 10 NO SCALE MANHOLE INLET — 4" DRAIN LINE� SERVING TRENCH DRAIN #4 REBAR 0 12' O.C. BOTH WAYS ET GREASE INTERCEPT NO SCALE " 6• 4" VENT TO P5.2 COTG C) Or W 00 N Q 5' -5 x3' -11" DIMENSIONS ARE APPROXIMATE DETAIL 11 P5.2 ' `- CONCRETE FLOOR SLAB 41 1 _. • 4 ". DOME STRAINER CONCRETE TRENCH DRAIN W/ #4 BAR HORIZ. CONT. TO P -TRAP TRENCH DRAIN DETAIL (TD-1) NO SCALE WATER SOFTENER DETAIL 4" MINIMUM HOUSEKEEPING PAD NO SCALE 13 P5.2 -- OUTLET VALVE AREVI SION TRENCH DRAIN /ADA DRAIN 11 -24 -08 SEALANT STAINLESS STEEL FLASHING 12 12 MI VENT BIBB WITH ARRESTER T BOX 9 P5.2 SECURED FROI INLE' STATIC WATE LINT INTERCEPTOR DETAIL rl 2 NO SCALE P5.2 NO SCALE PRV DETAIL 6 NO SCALE P5.2 BACKFLOW BALL VALVE PREVENTER (TYP EE PLANS FOR SIZE TEST COCKS RUN DRAIN TO FLOOR SINK OR FLOOR DRAIN o NOTES: in 1. ASSEMBLY SHALL BE INSTALLED IN AN ACCESSIBLE AREA. 2. THE PREMISE OWNER OR RESPONSIBLE PERSON SHALL HAVE THE BACKFLOW PREVENTER ASSEMBLY TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER AT THE TIME OF INSTALLATION, REPAIR, OR RELOCATION AND AT LEAST ON AN ANNUAL SCHEDULE THEREAFTER OR MORE OFTEN WHEN REQUIRED BY THE z ADMINISTRATIVE AUTHORITY. 3. PROVIDE MINIMUM 12" CLEAR ALL AROUND ASSEMBLY. BACKFLOW PREVENTER DETAIL 7 3 NO SCALE P5.2 P5.2 PRESSURE GAUGE G G -- 140E -- -- BALL VALVE ' 1 CHECK VALVE - BALANCE VALVE SET TO 1.5 GP VACUUM RELIEF VALVE SEISMIC BRACING ° ° RUN TO FLOOR THERMOMETE _ 101 1 _ ° I ° T OAKUM PACKING VENT DRAIN DRAIN 50 South 706 B East American Fork, Utah 84003 Tel: (801) 756 -5980 Fax: (801) 756 -5979 This document is incomplete without the express coordination with G3 Design Build PRINTINGS No. Date Description 1 07 -03 -08 — Progress Set 2 07 -11 -08 Permit Set 3 07 -15 -08 Bid Set 4 08 -08 -05 ADD #1 CONTRACTOR ARCHITECT E JJA" I ARCHfTECT k SP NGHI�� su1TEs �eMon b 0 0 0 0 P-4 04 P5.2 PLUMBING DETAILS Construction Set 24 NOV 08 WASHING MACHINE PIPING DETAIL 0 U b o P5.2 PLUMBING DETAILS Construction Set 24 NOV 08 WASHING MACHINE PIPING DETAIL ELECTRICAL SHEET INDEX LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING MODEL MANUFACTURE INPUT VOLTS NOTE NOTE I :# 120V 1P 2W GND QUAD S3 Fire Alarm Control Panel FACP WATTS 120V 1 P 2W GFCI, GND DUPLEX FLOOR D13 i (2) 52W 13W quad tube Exit Stairs WALL 406000 Lightolier — A 52 120V 1 P 2W 120V 1P 2W GFCI, GND DUPLEX S6 CCT 120V 1P 2W WP, GFCI, GND WEATHER PROOF Genlyte Group CLOSED CIRCUIT TELEVISION 120V 1P 2W GND Kitchen Equipment D28 ® (1) T -6 G12 Pool — Indoor WALL M —NDL Insight Lighitng 150 120V 1P 2W OL OVERLOADS D62 CONTROL PACKAGE (1) 40W TCP 32040 -31 K OVERCURRENT PROTECTION CEILING 73007— OW3 -010D Ashley Lighting, Inc. 40 120V 1P 2W CABINET UNIT HEATER Owner supplied PNEUMATIC - ELECTRIC SWITCH DC DIRECT CURRENT PL PILOT LIGHT DISC DISCONNECT SWITCH PUH PROPELLER UNIT HEATER EC ELECTRICAL CONTRACTOR D104 Sir (2) G -24 Q3 / 4 —pin Quad ADA Toilet WALL RL -726 Renaissance Lighting 24 120V 1P 2W QUANTITY Owner supplied ELECTRICAL METALLIC TUBING R EXISTING TO BE RELOCATED EP ELECTRIC - PNEUMATIC SWITCH RA Inc. EWC ELECTRIC WATER COOLER RECEPT. RECEPTACLE D105 EXISTING TO REMAIN (1) 26W 4 —pin Corridor at Guestroom Entry WALL RL- 742 —SHS Renaissance Lighting 26 120V 1P 2W EXISTING TO BE REMOVED SF SUPPLY FAN 0 FUSED SN SOLID NEUTRAL FA Inc. SW SWITCH FMS FLEXIBLE METAL CONDUIT D107 SWITCH AND FUSE (1) 3W LED Bed Headboard WALL HA3104 —OOBN Challenger Lighting 3 120V 1P 2W TIME CLOCK Owner supplied GROUND FAULT CIRCUIT INTERUPTER TCC TEMPERATURE CONTROL CONTRACTOR Wall Bracket Light HAND -OFF -AUTO SELECTOR SWITCH TTB Company, Inc. HP HORSEPOWER TTC TEMPERATURE CONTROL CONTRACTOR D110 HERTZ (12) Greatroom in Center of Lounge CEILING TP4374 Trend Lighting — A 10 120V 1P 2W INTERMEDIATE METAL CONDUIT W WIRE OR WATT INT INTERLOCK Circle WIREMOLD KEC Division of McFadden WP WEATHER PROTECTED KW KILOWATT W/ WITH LT LIGHT A WIRING CONNECTED (DELTA) Lighting Co., Inc. LIGHTS Y WIRING CONNECTED (WYE) MAN D112 0 (2) 54W T -5 HO,Mini —Bipin Meeting Room — Pendant PENDANT 48228ALMX1/40810 Lightolier — A 108 120V 1P 2W Philips Group F05 (3) 40W T5 Back of House RECESSED DPA 2G 9LP 3FT — 120 — Lightolier — A 120 120V 1P 2W X3 Genlyte Group F07 (2) 7OW T8 Back of House SURFACE JS 4 C 2 32 120 SO Lightolier — A 140 120V 1P 2W Virgin acrylic lens with one —piece extruded Genlyte Group prismatic bottom and linear prismatic sides for low brightness F09 (4) F032T8 Back of House RECESSED SPS 2G FSVA 432 - 120 -04 Lightolier — A 128 120V 1P 2W Genlyte Group R01 (1) 13W Quad /Triple Guestroom — Bathroom Light CEILING 1001 F13U/1001 CL Lightolier — A 13 120V 1 P 2W 5" Aperture, 1 Light, Compact Gentyle Group Fluorenscent, NON —IC Frame —In Kit R31 (1) F32TBX /83OA/4P Public RECESSED 8021 CCD— S6132BU Lightolier — A 32 120V 1P 2W Comfort clear diffuser U Gentyle Group w /universal electronic ballast. Not on dimmer R32 (1) Greatroom: Louge Circle, Meeting RECESSED 8021 Lightolier — A 26 120V 1P 2W Comfort clear diffuser Room Genlyte Group w /universal electronic ballast. Not on dimmer R33 (1) Q42MR16 /VNSP Buffet, Network Zone, Registration RECESSED C3LV —C3MRD CCDW Lightolier — A 42 120V 1P 2W Comfort clear diffuse downlight 0 Gentyle Group with integral magnetic transformer. Not adjustable head. On dimmer. R34 (1) Greatroom /Corridor RECESSED C3LV Lightolier 42 120V 1 P 2W Comfort clear diffuse adjustable CO accent with integral magnetic transformer. On dimmer. R35 (1) The Market RECESSED PS4M165BL Lightolier 50 120V 1P 2W Recessed adjustable linear downlight with black aperture CD and white ceiling flange. Not on dimmer. R37 U (1) MR 16 Shower Light RECESSED 377CHX /302MRX Lightolier 50 120V 1P 2W T03 (1) 26W Compact Mounted Fan /Light Combination CEILING WhisperLite Ventilation Fan FV- 07VQL3 26 120V 1P 2W ® Fluorescence X01 (0) R LED Exit WALL /CEILING LDSNU (R or G) — W Lightolier — A 2 120V 1P 2W Universal arrows /Single —Sided i (without Battery) Genlyte Group (R =Red Letter Color/ G =Green Letter Color) X02 (2) 9W Exit WALL /CEILING LDSNU(R or G)W OR Lightolier — A 18 120V 1P 2W WITH OR WITHOUT BATTERY BACKUP 2 —Sided H LDSAU(RorG)W Gentyle Group (R =Red Letter Color/ G =Green Letter Color) X03 (2) 9W Exit WALL /CEILING E3 1 18L 2 S9 W Lightolier — A 18 120V1 P 2W Emergency battery — White Gentyle Group X04 (1) CEILING 8 120V1 P 2W SEE SHEET E101 AND E102 FOR PARKING LOT LIGHTING DETAIL Z21 ❑ (1) 100W MH Porte Cochere WALL TP201 —M 100 —BZ Luminis 100 120V1 P 2W RECEPTACLE SCHEDULE CALLOUT SYMBOL VOLTS FEATURES NOTE S1 :C:r 120V 1P 2W GND DUPLEX S2 :# 120V 1P 2W GND QUAD S3 Fire Alarm Control Panel FACP +80" AFF 120V 1 P 2W GFCI, GND DUPLEX FLOOR S4 i AUTOMATIC TRANSFER SWITCH MMS 120V 1P 2W GFCI, GND QUAD FLOOR S5 MAGNETIC STARTER 120V 1P 2W GFCI, GND DUPLEX S6 CCT 120V 1P 2W WP, GFCI, GND WEATHER PROOF S7 CLOSED CIRCUIT TELEVISION 120V 1P 2W GND Kitchen Equipment S8 ® NOT TO SCALE CMS Other receptacle as Indicated Fire Alarm Schedule CALLOUT SYMBOL Fire Alarm Horn Strobe Hs Fire Alarm Light Strobe �+ Fire Smoke Damper FS Flow Switch O Manual Alarm Station F Smoke Detector w /Sounder Base so Tamper Switch O Fire Alarm Control Panel FACP Telephone and Data Schedule CALLOUT SYMBOL Computer Outlet o Duplex Telephone / Computer Outlet No. Telephone Outlet V N CABLE Q FAN SCHEDULE • o. CALLOUT SYMBOL Other Equipment as indicated REVISIONS E001 ELECTRICAL NOTES AND SYMBOLS E100 SITE PLAN ELECTRICAL E101 SITE LIGHTING E102 SITE LIGHTING DETAILS E201 FIRST FLOOR LIGHTING PLAN E202 FIRST FLOOR POWER AND SIGNAL E203 SECOND FLOOR LIGHTING PLAN E204 SECOND FLOOR POWER AND SIGNAL E205 THIRD FLOOR LIGHTING PLAN E206 THIRD FLOOR POWER AND SIGNAL E207 FOURTH FLOOR LIGHTING PLAN E208 FOURTH FLOOR POWER AND SIGNAL E209 ROOF PLAN ELECTRICAL E301 ENLARGED ELECTRICAL PLANS E302 ENLARGED ELECTRICAL PLANS E401 ONELINE DIAGRAM E501 ELECTRICAL SCHEDULES E502 ELECTRICAL SCHEDULES E503 ELECTRICAL SCHEDULES PROJECT ELECTRICAL GENERAL NOTES 1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO BIDDING AND BEFORE BEGINNING WORK. 2. REVIEW THE WORK OF OTHER TRADES. COORDINATE AND PLAN WORK WITH THE OTHER TRADES. ADJUST AS A RESULT OF COORDINATION. REVIEW COORDINATED EFFORTS WITH ENGINEER FOR APPROVAL. 3. STORE EQUIPMENT AND COMPONENTS IN A CLEAN, DRY LOCATION UNTIL READY FOR INSTALLATION. PROTECT FROM WEATHER, THEFT, DIRT, FUMES, WATER, CONSTRUCTION DEBRIS, ETC. AT ALL TIMES. ANY DAMAGED EQUIPMENT OR COMPONENT SHALL BE RESTORED AS NEW OR REPLACED. 4. ELECTRICAL DRAWINGS SHOW THE INTENDED ARRANGEMENT AND ROUTING OF ALL CONDUIT AND DEVICES. THEY SHALL BE FOLLOWED AS CLOSELY AS ACTUAL BUILDING CONSTRUCTION AND WORK OF OTHER TRADES WILL PERMIT. • 5. PERFORM ALL WORK IN A SKILLED, PROFESSIONAL, MANNER MEETING THE ACCEPTANCE OF THE ENGINEER, ARCHITECT AND o OWNER. ° 6. LABEL ALL RECEPTACLE DEVICES AS TO WHICH PANEL AND OVERCURRENT DEVICE FEEDS THE DEVICE WITH AN INDELIBLE MARKER ON THE BACK SIDE OF THE COVER PLATE. 7. SMALLEST CONDUIT SIZE ALLOWABLE IS 3/4 ", AND SMALLEST WIRE SIZE ALLOWABLE IS #12 AWG COPPER UNLESS SPECIFICALLY NOTED OTHERWISE. 8. MOUNTING HEIGHTS OF DEVICES SHALL FOLLOW THE LISTING BELOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ALL HEIGHTS ARE TO CENTERLINE OF THE DEVICE CONVENIENCE OUTLET . ........... ....... ......... • o. 3610,66 RANDALL � KNAri' of REVISIONS No. Date Descri tion +48" AFF DEVICES ABOVE COUNTERTOP .............. .......... .. ........... +44" AFF EXIT LIGHT.. ..... ......... +96" AFF FIRE ALARM PULL STATION ............ ............................... +48" AFF FIRE ALARM HORN ........................ ............................... +96" AFF FIRE ALARM STROBE ..................... ............................... +80" AFF FIRE ALARM COMBINATION HORN /STROBE .................... +80" AFF FIRE ALARM REMOTE ALARM LAMP ............................... i i • 5. PERFORM ALL WORK IN A SKILLED, PROFESSIONAL, MANNER MEETING THE ACCEPTANCE OF THE ENGINEER, ARCHITECT AND o OWNER. ° 6. LABEL ALL RECEPTACLE DEVICES AS TO WHICH PANEL AND OVERCURRENT DEVICE FEEDS THE DEVICE WITH AN INDELIBLE MARKER ON THE BACK SIDE OF THE COVER PLATE. 7. SMALLEST CONDUIT SIZE ALLOWABLE IS 3/4 ", AND SMALLEST WIRE SIZE ALLOWABLE IS #12 AWG COPPER UNLESS SPECIFICALLY NOTED OTHERWISE. 8. MOUNTING HEIGHTS OF DEVICES SHALL FOLLOW THE LISTING BELOW UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ALL HEIGHTS ARE TO CENTERLINE OF THE DEVICE CONVENIENCE OUTLET . ........... ....... ......... ........ +18" AFF TELEPHONE OUTLET .................... ............................... +18" AFF TELEPHONE WALL OUTLET ........... ............................... +60" AFF DATA OUTLET ............................... ............................... +18" AFF LIGHT SWITCH OR DIMMER ........... ............................... +48" AFF DEVICES ABOVE COUNTERTOP .............. .......... .. ........... +44" AFF EXIT LIGHT.. ..... ......... +96" AFF FIRE ALARM PULL STATION ............ ............................... +48" AFF FIRE ALARM HORN ........................ ............................... +96" AFF FIRE ALARM STROBE ..................... ............................... +80" AFF FIRE ALARM COMBINATION HORN /STROBE .................... +80" AFF FIRE ALARM REMOTE ALARM LAMP ............................... +96" AFF 0 U (.0 z 0 0 0 z C) 0 A)]� d Lu _� z = � _J w Z L! W 'AM I L a 1' � w 0 L2 9. CLEAN ALL EQUIPMENT TO PRESENT ALIKE NEW' CONDITION AT PROJECT COMPLETION. VACUUM CLEAN INTERNAL AREAS OF EQUIPMENT AND PANELS. 10. CLEAN ALL MECHANICAL AND ELECTRICAL AREAS AND ROOMS OF DEBRIS AND UNUSED MATERIALS. VACUUM FLOORS. 11. THE MOUNTING POSITION FOR ALL STRAIGHT BLADE, VERTICALLY ORIENTED, NEMA 5, 6, 7, 14, AND 15 RECEPTACLES SHALL BE SUCH THAT THE GROUND PIN IS UP (ABOVE PHASE AND NEUTRAL BLADES). THE MOUNTIN POSITION FOR ALL STRAIGHT BLADE, HORIZONTALLY ORIENTED, NEMA 5 AND 7 RECEPTACLES SHALL BE SUCH THAT THE NEUTRAL BLADE IS UP (ABOVE THE PHASE BLADE). 12. EXHAUST FANS IN ALL BATHROOMS SUPPLIED BY ELECTRICAL CONTRACTOR, DUCTWORK BY MECHANICAL CONTRACTOR. 13. MECHANICAL CONTRACTOR TO PLACE ALL OTHER EXHAUST FANS AND ELECTRICAL CONTRACTOR TO PROVIDE CONDUIT AND WIRE AND CONNECT TO ELECTRICAL SERVICE. 14. COMPLETE DESIGN, TO INCLUDE EXACT PLACEMENT OF ALL FIRE PROTECTION EQUIPMENT, TO BE PROVIDED BY FIRE PROTECTION CONTRACTOR. �1_ 1 1 1 . 1 A O 0 1140 1 U- 0 0 1 AC ALTERNATING CURRENT MCB MAIN CIRCUIT BREAKER AUX AUXILIARY CONTACTS MC MECHANICAL CONTRACTOR AFF ABOVE FINISH FLOOR MCC MOTOR CONTROL CENTER AFG ABOVE FINISH GRADE MFR MANUFACTURER AHU AIR HANDLING UNIT MH MANHOLE AMP AMPERE MLO MAIN LUGS ONLY ATS AUTOMATIC TRANSFER SWITCH MMS MANUAL MOTOR STARTER BFG BELOW FINISH GRADE MS MAGNETIC STARTER C CONDUIT MTS MANUAL TRANSFER SWITCH CCT CONTROL CIRCUIT TRANSFORMER NF NON -FUSED CCTV CLOSED CIRCUIT TELEVISION NL NIGHT LIGHT CB CIRCUIT BREAKER NTS NOT TO SCALE CMS COMBINATION MAGNETIC STARTER N/L UNSWITCHED NIGHT LIGHT CONT CONTACTOR OL OVERLOADS CID CONTROL PACKAGE OP OVERCURRENT PROTECTION CU CONDENSING UNIT PB PUSHBUTTON CUH CABINET UNIT HEATER PE PNEUMATIC - ELECTRIC SWITCH DC DIRECT CURRENT PL PILOT LIGHT DISC DISCONNECT SWITCH PUH PROPELLER UNIT HEATER EC ELECTRICAL CONTRACTOR PVC POLYVINYLCHLORIDE CONDUIT EF EXHAUSTFAN 0 PHASE EMERG EMERGENCY QUAN QUANTITY EMT ELECTRICAL METALLIC TUBING R EXISTING TO BE RELOCATED EP ELECTRIC - PNEUMATIC SWITCH RA RIGID ALUMINUM CONDUIT EWC ELECTRIC WATER COOLER RECEPT. RECEPTACLE EX EXISTING TO REMAIN RF RETURN FAN EXIST. EXISTING RGS RIGID GALVANIZED STEEL CONDUIT EXR EXISTING TO BE REMOVED SF SUPPLY FAN F FUSED SN SOLID NEUTRAL FA FIRE ALARM SW SWITCH FMS FLEXIBLE METAL CONDUIT SW & F SWITCH AND FUSE G GROUND WIRE T THERMOSTAT GC GENERAL CONTRACTOR TC TIME CLOCK GCFI GROUND FAULT CIRCUIT INTERUPTER TCC TEMPERATURE CONTROL CONTRACTOR HOA HAND -OFF -AUTO SELECTOR SWITCH TTB TELEPHONE TERMINAL BOARD HP HORSEPOWER TTC TEMPERATURE CONTROL CONTRACTOR Hz HERTZ TX POWER TRANSFORMER IC INTERRUPTING CURRENT V VOLT IMC INTERMEDIATE METAL CONDUIT W WIRE OR WATT INT INTERLOCK WM WIREMOLD KEC KITCHEN EQUIPMENT CONTRACTOR WP WEATHER PROTECTED KW KILOWATT W/ WITH LT LIGHT A WIRING CONNECTED (DELTA) LTS LIGHTS Y WIRING CONNECTED (WYE) MAN MASTER ANTENNA TELEVISION SPRINGHILL SUITES x►ar��ott � o M z Q U-) O Uf U s I 4 CD W m Q CD :�E U � o M z Q U-) W U-) W CD (� V U _ u) El—' � � U X W E W W DRAWN MAH CHECKED JRK DATE 02 -06 -2009 SCALE 3/32" = 1' JOB NO. [an ...._......_.. ..._.... r -------------------------- ------------------- ------------ -------------------------------------- - I -------------------------------------------------------------==------ ------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1rr-- r ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------- ---------------------------------------------'---------------------------------------------------------------'------- -- �----------------------------------------- �----------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------ 11111 r ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- r - -- - - -- - - -- ----------------------------------------------------------------------------------------------------------------- I1111 -- ---- --- ---- -- - -- ----- --- --- ------- -- --- ----- ----- ------ - ---- - ---- ---- ---- ------------------------------------------------------------------------------ -- -------------------- ---------- ..... ...... 111111 1 ._... ::::.' ... ... ._ .._ .. .. Ipp Ij I �� 11 I 5 1 ......... ....._.. I I � 1 2 I 1 1 I 1 I 12 1 I 1 I 1 1111 I U X1;1 J Illu - ! 1 1 0 \�- I I _.... ..... ..... .. .... ._. .. .__ .... _. .. � PLAN NOTES O CONDUIT BY CONTRACTOR AS REQUIRED BY UTILTIY. CONTRACTOR SHALL COORDINATE i illy I I �33� - 1111 O 4 INSTALLATION WITH UTILITY COMPANY. Cu. THHN, #6 GND IN 1-1/2" O 4 #750kcmil, #2/0 G, IN EACH OF SEVEN (7) 4" C. TO SWITCHBOARD. O 12 CONDUITS TO RISER LOCATION C. TO FOR PANELS O j LOCATED ON FLOORS 2 THROUGH 4 AS #3/0 FOLLOWS: THHN, #6 GND IN 2" C. TO PANEL '1 P4' O 4 #250 Cu. 2 "C, 4 #3 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '2P1' Cu. THHN, 2- 1/2 "C, 4 #250kcmil Cu. THHN, #4 Cu. GND, TO PANEL '2P2' THHN, #4 1 -1 /2 "C, 4 #1 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '2P3' #6 GND 1 -1 /2 "C, 4 #1 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '2P4' FLOORS 2 -4.. 2 "C, 4 #3 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '3P1' 2- 1/2 "C, 4 #250kcmil Cu. THHN, #4 Cu. GND, TO PANEL '3P2' 1 -1 /2 "C, 4 #1 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '3P3' 1 -1 /2 "C, 4 # 1 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '3P4' 2 "C, 4 #3 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '4P1' 3 "C, 4 #350kcmil Cu. THHN, #4 Cu. GND, TO PANEL '4P2' 1 -1 /2 "C, 4 #1 /Okcmil Cu. THHN, #6 Cu. GND, TO PANEL '4P3' 3 "C, 4 #350kcmil Cu. THHN, #4 Cu. GND, TO PANEL '4P4' O 4 4 #1/0 Cu. THHN, #6 GND IN 1 -1/2" C. TO PANEL '1PK' i illy I I �33� - 1111 O 4 DRAWN #1/0 Cu. THHN, #6 GND IN 1-1/2" DATE C. TO PANEL ' 1 PP' O 4 � ^ r / #350 Cu. THHN, #4 GND IN 3" C. TO PANEL ' 1 PE' O j 4 #3/0 Cu. THHN, #6 GND IN 2" C. TO PANEL '1 P4' O 4 #250 Cu. THHN, #4 GND IN 2 -1/2" I- C. TO PANEL '1P3' O 4 #500 Cu. THHN, #2 GND IN 3" C. TO PANEL '1P2' 10 4 #350 Cu. THHN, #4 GND IN 3" C. TO PANEL '1P1' 11 4 #1/0 Cu. THHN, #6 GND IN 1-1/2" C. TO PANEL ' 1 PL' 12 RISER LOCATIONS TO PANELS C� LOCATED ON FLOORS 2 -4.. 13 CONTRACTOR TO COORDINATE INSTALLATION OF TRANSFORMER VAULT AND ALL RELATED PRIMARY ELECTRICAL SERVICE WITH UTILITY COMPANY. 4" CONDUITS FOR TELEPHONE AND CABLE TV SYSTEMS. INSTALL TWO (2) 4" CONDUITS 14 AND RISERS TO 2nd FLOOR MEDIA EQUIPMENT ROOM (200b). STUB CONDUIT OUTSIDE BUILDING FOR ACCESS BY TELEPHONE AND CABLE TV PROVIDERS. I I 1 NATURAL GAS �— GENERATOR SET 1 85 kW 208/120V 30 Y) U Z M 0 7i1 P41 z ¢ W w 1- w tr w 3 O 11 3 ` r\ M DRAWN o U O Z U _ o U Z M 0 7i1 P41 z ¢ W w 1- w tr w 3 O 11 3 ` r\ M 'SB1' SWITCHBOARD ATS SECTION DRAWN MAH O CHECKED U JRK DATE 02 -06 -2009 � ^ r / 3/32\ 1 � n,- l� JOB NO. Eloo U m � U U W W I- 1 W � Z U p' CIS x C� 'SB1' SWITCHBOARD ATS SECTION DRAWN MAH CHECKED JRK DATE 02 -06 -2009 SCALE 3/32\ 1 JOB NO. Eloo 'SB1' SWITCHBOARD ATS SECTION Z03 ONE (1) #12CU GROUND IN 1 CONDUIT. I S o. 312466 J. Al,L z pp 27 0 REVISIONS No. Date Dcscrintion THE CONTRACTOR SHALL RENDER MATERIALS, LABOR AND 2. EQUIPMENT FOR A COMPLETE AND OPERABLE SYSTEM TO INCLUDE ALL LOW VOLTAGE TERMINATIONS, AND FUSES. 3. SEE SHEET E102 FOR LIGHTING DETAILS. D NOTE DELETED Z03 ONE (1) #12CU GROUND IN 1 CONDUIT. I c:) �Iw 00 .141 (D Z W LL] 0 1 U 144 1ow r- r ro AO SPRINGHILL SUITES .►arnott Cy) 0 U r- ALL WORK SHALL 27 0 CD 00 c:) �Iw 00 .141 (D Z W LL] 0 1 U 144 1ow r- r ro AO SPRINGHILL SUITES .►arnott 1 1 L AP i" F D DRAWN MAH CHECKED JRK DATE 02-06-2009 SCALE 3/32ti = i f JOB NO. E101 ---------------------------- - ---- - -- ----------------------------------------------------------------------------------- ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE 1 NEC, NESC, AND THE SPECIFICATIONS, GUIDELINES, FOR ---------------- ELECTRICAL INSTALLATIONS. 1 1 L AP i" F D DRAWN MAH CHECKED JRK DATE 02-06-2009 SCALE 3/32ti = i f JOB NO. E101 N OTES ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE 1 NEC, NESC, AND THE SPECIFICATIONS, GUIDELINES, FOR ELECTRICAL INSTALLATIONS. THE CONTRACTOR SHALL RENDER MATERIALS, LABOR AND 2. EQUIPMENT FOR A COMPLETE AND OPERABLE SYSTEM TO INCLUDE ALL LOW VOLTAGE TERMINATIONS, AND FUSES. 3. SEE SHEET E102 FOR LIGHTING DETAILS. D NOTE DELETED 1 1 L AP i" F D DRAWN MAH CHECKED JRK DATE 02-06-2009 SCALE 3/32ti = i f JOB NO. E101 DRAWN MAH CHECKED JRK DATE 02-06-2009 SCALE 3/32ti = i f JOB NO. E101 I TIM A 3P FROM PA 1 P2 -17,1' CONTROL DIAGRAM NOTES O CONTRACTOR SHALL USED FACTORY SUPPLIED TEMPLATE �7 f l yj v N 4" WHEN SETTING ANCHOR BOLTS O CONTRACTOR SHALL DETERMINE EXACT PLACEMENT OF Qty JUNCTION BOXES IN RELATION TO THE POLES IN THE FIELD. No. CONTRACTOR SHALL PROVIDE AND INSTALL NEW LIGHTING O PANEL. CONTROLS SHALL BE MOUNTED IN A 24X24X8" ENCLOSURE WITH SWING -OUT PANEL FOR HOA SWITCH OR AS APPROVED. Z01 ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE Gardco: NEC, NESC, AND THE SPECIFICATIONS, GUIDELINES, AND. — 4XL- THE CONTRACTOR SHALL RENDER MATERIALS, LABOR AND 2. EQUIPMENT FOR A COMPLETE AND OPERABLE SYSTEM TO 1 INCLUDE ALL LOW VOLTAGE TERMINATIONS, AND FUSES. Gardco: Luminaire Schedule DRAWN �7 f l yj v N 4" 0.362066 p ��77yy��p7 TT RAt.� DALL KNAPP P . Qty Label No. Description Descri tion SCALE 3/32" = it 5 Z01 Gardco: G181 — 4XL- 40OPSMH- 208 —CBA /101 —501 1 —25 1 Z02 Gardco: G181 — 2XL- 25OPSMH- 208 — CBA /101 —501 1 —25 1 Z03 Gardco: G181 — 2XL- 25OPSMH- 208 — CBA —HS /101 —501 1 —25 2 Gardco: DF12 —SP— PTA — MFL- 40OMH —MT— CBA /SRS12 -4 —T2 1 Gardco: (2)DF12— TAB — PTA — MFL- 40OMH —MT —CBA TO LIGHTING LOAD JUNCTION BOX J1 TO BUILDING SIGNS VERIFY POWER REQUIREMENTS PRIOR TO INSTALLATION 0 ELECTRICAL Jl TO NEXT JUNCTION BOX HAND HOLE COVER PROVIDE IN —LINE FUSE WITH INSULATED FUSE HOLDER PARKING LOT SIGHT FIXTURE /POSE /BASE DETAIL (TYPICAL 25' STRAIGHT SQUARE STEEL POLE: LYTEPOLES: 101-5011-25 NTS 40OW MH FIXTURE: G1 81 —4XL-40OPSMH-208—CBA OR G181- 2XL- 25OPSMH- 208 —CBA OR 6181- 2XL- 25OPSMH —HS- 208 —CBA 40OW MH FIXTURE: Gardco: DF12 —SP— PTA —MFL T JUN INSTALL (1) 1 FOR CONNECTION TO FIXTURE BUILDING LIGHT FIXTURE /POLE /BASE DETAIL (TYPICAL NTS t p prt p v • • 0 0 Ln 0 U Z 00 (), C- 0 LM W Z w Z Ld W .m11, 1' c.., 0 SPRINGHILL SUITES a arr>tott DRAWN �7 f l yj v N 4" 0.362066 p ��77yy��p7 TT RAt.� DALL KNAPP P . 0. REVISIONS No. Date Descri tion SCALE 3/32" = it JOB NO. E102 v • • 0 0 Ln 0 U Z 00 (), C- 0 LM W Z w Z Ld W .m11, 1' c.., 0 SPRINGHILL SUITES a arr>tott uOn i 11NO �,UIN i f I / - \1VCL — LCP DRAWN MAH CHECKED JRK DATE 02 -06 -2009 SCALE 3/32" = it JOB NO. E102 uOn i 11NO �,UIN i f I / - \1VCL — LCP � t 'o'o.62�i6 RANDALL KNA' P �Mi REVISIONS D28 +� \ 1PE -1 IPE -i * ipr-1 13 11 SEE SHEETS E301I FOR ENLARGED ELECTRI r • • SPRINGHILL SUITES .Warnott Cl O 'o m I o U r- O Z o _ 00 U m o rn M 00 V/ W Q W n Z_ W J (D V Q F— W W W Q W O J Li Q Ln 1\ C -D SPRINGHILL SUITES .Warnott O1 INDICATES KEYED SWITCH TO BE USED O2 INDICATES DIMMER TO BE USED O3 INDICATES 3 -WAY SWITCH TO BE USED ® FIXTURES MARKED EB TO INCLUDE EMERGENCY BALLAST �5 (2) RW -12- LED - 2850 -CL -180" 120 WATTS SINGLE OUTPUT DRIVER SUPPLY BY MANUFACTURE. © (1) RW -12- LED - 2850 -CL -180" 60 WATTS DUAL OUTPUT DRIVER SUPPLY BY MANUFACTURE. O7 (2) RW -12- LED - 2850 -CL -120" 120 WATTS SINGLE OUTPUT DRIVER SUPPLY BY MANUFACTURE. ® (2) RW -12- LED - 2850 -CL -180" 120 WATT SINGLE OUTPUT DRIVER FROM BY MANUFACTURER. O9 (1) RW -12- LED - 2850- CL -96" 60 WATT DUAL OUTPUT DRIVER FROM BY MANUFACTURER. 10 PUBLIC SPACE SWITCHES: $ DESK (DOWNLIGHTS) WITH DIMMER, 1 P1 -5 $ DESK (COVE LIGHTING) WITH KEY, 1 P1 -5 $ LOUNGE (DOWNLIGHTS) WITH KEY, 1 P1 -5 $ LOUNGE (COVE LIGHTING) WITH KEY, 1P1 -5 $ COMMUNAL CIRCLE (DOWNLIGHTS) WITH KEY, 1 P1 -5 $ COMMUNAL CIRCLE (COVE LIGHTING) WITH KEY, 1P1 -5 $ GREAT ROOM (DOWNLIGHTS) WITH KEY AND DIMMER, 1 P1 -7 $ THE MARKET (DOWNLIGHTS) WITH KEY, 1P1 -9 $ ENTRY VEST (DOWNLIGHTS) WITH KEY, 1 P1 -29 $ NETWORK ZONE AND BUSINESS CENTER (DOWNLIGHTS) WITH KEY AND DIMMER, 1 P1 -9 (� AWN CHECKED JRK DATE 02 -06 -2009 SCALE 3/32" = it JOB NO. E201 o O m � Q Q n m U C -D W � U-) O O Z � X V- m � O1 INDICATES KEYED SWITCH TO BE USED O2 INDICATES DIMMER TO BE USED O3 INDICATES 3 -WAY SWITCH TO BE USED ® FIXTURES MARKED EB TO INCLUDE EMERGENCY BALLAST �5 (2) RW -12- LED - 2850 -CL -180" 120 WATTS SINGLE OUTPUT DRIVER SUPPLY BY MANUFACTURE. © (1) RW -12- LED - 2850 -CL -180" 60 WATTS DUAL OUTPUT DRIVER SUPPLY BY MANUFACTURE. O7 (2) RW -12- LED - 2850 -CL -120" 120 WATTS SINGLE OUTPUT DRIVER SUPPLY BY MANUFACTURE. ® (2) RW -12- LED - 2850 -CL -180" 120 WATT SINGLE OUTPUT DRIVER FROM BY MANUFACTURER. O9 (1) RW -12- LED - 2850- CL -96" 60 WATT DUAL OUTPUT DRIVER FROM BY MANUFACTURER. 10 PUBLIC SPACE SWITCHES: $ DESK (DOWNLIGHTS) WITH DIMMER, 1 P1 -5 $ DESK (COVE LIGHTING) WITH KEY, 1 P1 -5 $ LOUNGE (DOWNLIGHTS) WITH KEY, 1 P1 -5 $ LOUNGE (COVE LIGHTING) WITH KEY, 1P1 -5 $ COMMUNAL CIRCLE (DOWNLIGHTS) WITH KEY, 1 P1 -5 $ COMMUNAL CIRCLE (COVE LIGHTING) WITH KEY, 1P1 -5 $ GREAT ROOM (DOWNLIGHTS) WITH KEY AND DIMMER, 1 P1 -7 $ THE MARKET (DOWNLIGHTS) WITH KEY, 1P1 -9 $ ENTRY VEST (DOWNLIGHTS) WITH KEY, 1 P1 -29 $ NETWORK ZONE AND BUSINESS CENTER (DOWNLIGHTS) WITH KEY AND DIMMER, 1 P1 -9 (� AWN CHECKED JRK DATE 02 -06 -2009 SCALE 3/32" = it JOB NO. E201 Cu-+ ..:........ 6.240A.20SV2P2W 6.24KVA208V2P2W Cu -2 CU -1 2.773KVA206aP2W 1P4 -34.36 1P4 -30.32 6.24KVA208V2P2W _ .... - - 1/2 C`2+8,�10G 1 /2'C2 ;110G 1 /2'C.216,I7 V _ _ EF-i F -1 \ \ \� \ \ \ \ \ \� \ \\ 1/4HP.120J1 P2W „ 22.22KVA208V2P2W \ \ \ \ \ \ \ \ \� \\ .44KVA206V2P2W - 94 IP2 -6,6 P1 18 1P3 -1,3 a.•r na.n i.m ' _ _ ,:,, 7PI - ]Pt -22 0.111 KV 120V1P2W c� EQUIPMENT WITH ELEVATOR CONTRACTOR. O 2 p H ,; N �CF4:IPi THERMOSTATS. INSTALL CONDUIT ONLY. O CONTRACTOR g _.._ ® ._ .. cFa 0E19. > ,> L (J 1P1 -2 1P1 -4" CFf -2 :9P1 -4 CEF 1 INSTALL JUNCTION BOX FOR BUFFET SCREEN MOTOR. -�4 0.111KVA720VIP2W 1P3 -26 : ® ®! ® 0.1 ti NVA 120V1 P2W 1P3 -26 0.O6KV0.120V1P2W IP 3 -26 Z W 0FC1 O iPK -16 4 I : 1P1 -8�.. - 1P1 -6 ._.,. IPK�15�,' MF W a '. .)R7 30. 2 .'� : _.. :,,. .. .. 1P1 -34 NOTES O 1 CONTRACTOR TO VERIFY EXACT PLACEMENT OF ELEVATOR c� EQUIPMENT WITH ELEVATOR CONTRACTOR. O 2 COORDINATE WITH MECHANICAL FOR EXACT PLACEMENT OF Z THERMOSTATS. INSTALL CONDUIT ONLY. O CONTRACTOR SHALL VERIFY EXACT PLACEMENT OF JUNCTION Descri tion BOX PRIOR TO INSTALLATION. O INSTALL 100A DISCONNECT ON AIR HANDLER UNIT. d - 0 INSTALL JUNCTION BOX FOR BUFFET SCREEN MOTOR. W LOCATED IN CEILING SPACE. CONTRACTOR SHALL VERIFY O5 EXACT PLACEMENT OF BOXES IN THE FIELD AS DETERMINED Z W BY EXACT MOTOR REQUIREMENTS. VERIFY SWITCH C • ^, ( Q PLACEMENT WITH OWNER PRIOR TO INSTALLATION. 7,29 0,110G 0./100 MARE p �ro r m , a L j �OV 4/11; � `3 c� 4: z '►d by U co Z REVISIONS No. Datc Descri tion Z_ C) d - 0 W W Z W C • ^, ( Q I I %h SPRINGHILL SUITES �►a�nott O Q m 0 - Q z m • • • O O C c.� X DRAWN MAH CHECKED JRK DATE 02 -06 -2009 SCALE 3/32' = 1 JOB NO. E202 O O n C)) I U co Z _ o U Z_ C) d - 0 W W Z W C • ^, ( Q W W N W a w 0 , W Q Ln r- to SPRINGHILL SUITES �►a�nott O Q m 0 - Q z m • • • O O C c.� X DRAWN MAH CHECKED JRK DATE 02 -06 -2009 SCALE 3/32' = 1 JOB NO. 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'b n •S N h 3 U O ry P `G h S £ n f tq (0 71 3 D S 3 O N O V n Z l O " h S O O Qf N T s 3 R P S a 13q t S N N P T Zp 'S 11 H O G P h N '+ U1 3 g 3 n L O Q O E n Q N O Q S Q p N 3 P eP+ U O O R 3 Z 'D f0 S h 3 3 P r U1 :U Q 7 E H j Q .PT Q 3 6 h 3 P P 3 N. 3 O ry P P h p h i h Q 0 UI 3 R 3' 3 `G r P P n h C P Q 3 'PS A n D 0 0 e P 3 K� N Q r'O 3 ( 3- Q p a p : V31 3'�T .n+P Q�nq 3 U h V n -{ h h P P j P r O j 3. .F 3 ` I P- D P n 3 3 0 E f0 O O 'O S Q 3 N= fl f m O. 2_! L 0 3 0 3 a .3.+ �0 3 D P h Ifl Z O 3 .� P K 6 D „„ j w S 3 3 3 3 P , P a 3 < Q V � P? ry m 14 S y, ry O y 3 3 �0 Q U P N Q N 3 w Q 3< m < O 3 Q c n 3 Z .y Z •b E � 13 2i 0 2 N O !p m N N A P p .�i• �, C h T P Q C 3 N 6 0 3 .�•F :,M+ 3 S M! 3 j Z pG U N 5 h Q U P m C C l P Q N S C N Ul _. O C j h P 7C 3 'D P pD < O L Z 4 C a T h 111 U 3 3 q N Q a N Q w = Q N S 3 k P . _ . O In n N S P '� D O Z P S '+ y k M N . n Q _ A .` N N �D 9 Ul 3 P_ 3 P = ' p 4 3 N P m N 1+ 3 3 3 S } Oh 3 S 3 -t) (L 30 P O• A Q U Q 3 O K 0 3 p 3 '+ Q n O A P `C 3 ' O P O P_ P n 7 P _ '- 3 P O n Q h K Q Z p o = P Z O� j 'O E it < n h° •O ? n 7C n N q 0 6 n 3 0 P Q h 3 rF P ,+ N Z S D p L 3 N O h C- O N S P C p Q R 0 0 d Vl 7 Q N h h 0 VI N Z 3 Q N UI .} fl O ry n P Q ry h 3 3 Q Q UI = 6 l 3 VI E 3 0 P L l N 1 . ry .�- O h X eF M 3 O 3 O O 3 O 3 Z O L O 'V U 4 n Q x 3 0 0 e+ r 0 3 3 '+ O 3 3 S P 3 pD N �? ° n n 3 3 3 ry j Z n h O O S N Z ' P I off of, P 3 Q P l N P P O m O h •p N h 3 S 3 Q Q P 3 3 1 Q� Q.IOO P 1 o �[O Q. 7 N h S hM 0 c fF 3m H Lot s h FE BE [1] fO +--o X 1 JJJ^ x x � // r 0 C) z - £ ty 3 n v, S 0 S z D S £ - o - o D v, - 11 TI S 0 0 D D C D x- x 0 x ---1 x 0 O ty rri S 2 C C '-' — '-' C z -i 3 C) 0 ,-ZDj x ;0 x ,-p x ;U x .3) :f) t=1 D --q O O r X Z ;v ;v i T ri I ? to Il i ., z Ili I f z S o o r r a t1 0 v� -i ° z Drt a O D to t=1 0 W D r � a f 0 r D r 3 n z z' z z - rn rl p c� v, - I U r D D r £ 4 in 0 3 ti b tf n U -i D z A H £ 7C 0 m m 2 m r1 m 2 w Z D O --I A M £ M d z a a a �= a r C) n X X " - p M 3 3 t7 I- z 0 p fn ,r,,, (n r1 -i m M M 0 0 r1 r r! D () !n ty 0 X -1 .� z A -i C .T) Z r < 3 S £ fTt t" -1 A D i G) -4 �l 3 U d M tj M 3 z X z a•+ -i C 0 0 O b7 M fT1 .Z7 { d ri = m cz, td c z, m z D --1 ---1 A r) o --4 d C = C) r- M M � N M fT1 v) rl E3 - i r C 0 C -i r M ;0 M � m m0 0 v m z v z � a A r x z a A z C -+ C z ° G) c z M M to o = > 25 3c n a m m > m z O T I • m = Y r r 33 cn Z Z ° a ° 0 o m v ITI z PRJOECT: SPRING HILL SUITES FIRE ALARM SYSTEM PRJOECT LOCATION: 1321 S. YELLOWSTONE HWY. REXBURG, IDAHO 83440 > M z D M M� �r 70 <m M z rt1 C A MM � z T rr^� N VJ U) u u ❑ cn = N� Nm TI !M u 0 3 O M *O �AC O � m � ry 4 r pD O � a S► g o > p 0 N ❑ rn EATING m ° K� 0 LZ ° TIN / o V d 0 r u F PRJOECT CONTRACTOR: ALARM STAR P.O. Box 454 Star, ID 83669 208 - 333 -7787 ph. 1. M 0 c z 0 7 -.Lm (c) El El F F1 PIUOECT CONSULTANT: EAGLE EYE CONSULTING James Stephenson 2812 Lotus Park Schertz, TX. 78154 Phone: (210)- 859 -3473 Safeburn @yahoo.com A m a U) Cl} (-)m D n r- o Mz 00 0 �o 00 o N M OJ N T' N z N 101-0 l -i N w i1 7 Z 7 T1 N Z D c N n D x Q II Z a r D p Z 3 D O £ 0 �_ r 0 0 :U C3 z m z M C"1 - A = O r M m `z c tt � D o n v v ;0 v ` n n 0) Z c- N C a 0 3 C3 3 [ n M z G 3 .. T 2 M O Z r co hN m n P� p 3 p i rt 4 n Q U z n 3 3 p fi r p ' O CD N :3 a 3 1 y p fl 3 Z D E m M i N tj O p + t m h N 0 S P 1 M N h H Q m C Z n n n N o .0 p 13 G p h H a p N m a n M st ! O 3 C to Q Q A M K 3 7 !Z A 3 101-0 l N o > O > > 7 Z 7 a �l C7 D M :tJ D fTt c N D M -i D x Q II Z a Tl D [ D p Z 3 £ i 2 O £ 0 �_ 0 rg rri 0 0 :U 3 Z D O a d c r rrl n = M C"1 - A = O r M m `z c tt � o •• v M n a = M M _ z o o M o •• m � ` n 0) D c- c- Z r co r cl) z n C) O CD m M i 0 Z N c M M K ru4F1 SPRING HILL SUITES FIRE ALARM SYSTEM PRJOECT LOCATION: 1321 S. YELLOWSTONE HWY. REXBURG, IDAHO 83440 PIUOECT CONTRACTOR: ALARM STAR P.O. Box 454 Star, ID 83669 208 - 333 -7787 ph. PRJOECT CONSULTANT: EAGLE EYE CONSULTING James Stephenson 2812 Lotus Park Schertz, TX. 78154 Phone: (210)- 859 -3473 Safeburn @yahoo.com ml� a$ LIN- co --i n= >� � r O �O 00 v v r N I 00 I 00 1 1 N , A N z W 0 0 I z 'l (C/1 D � r D 1- 4 r z z D n N 9D V O+ UI W N Y z A C M 0 3 C3 S C O N 3 O ri A O N S S D 3 O 3 0 n—j a - C S N X O N 3 7 0 p U7 3 O O N 3 Q D (7 T L 3 A. 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YELLOWSTONE HWY. PRJOECT CONTRACTOR: ALARM STAR Star, ID 83669 208- 333 -7787 ph. PRJOECT CONSULTANT: EAGLE EYE CONSULTING James Stephenson 2812 Lotus Park Schertz, TX. 78154 Phone: (210)- 859 -3473 Safeburn @yahoo.com M m O D CA co z Z n m O v m v � � M z cn m M PRJOECT: PRJOECT LOCATION: SPRING HILL SUITES FIRE ALARM SYSTEM 1321 S. YELLOWSTONE HWY. PRJOECT CONTRACTOR: ALARM STAR Star, ID 83669 208- 333 -7787 ph. 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