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HomeMy WebLinkAboutAPPROVED PLANS - 22-00372 - Thomson Farms the Grove - ClubhouseAuthor Name Author Email Author Phone No.: Alex Owens Alex.Owens@rexburg.org 208-372-2330 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Thomson Farms the Grove - Clubhouse Address : 397 Thomson Farms Rd Record Type : New Commercial Building Document Filename : ! Thomson Farms Clubhouse - PERMIT SET - 2022.06.07.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00372 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments A0.0 Rectangle Cody Jones : Building Open 1 A0.0 Stamp Cody Jones : Building Open 1 Approved - Building Inspector A0.0 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector E1.0 Callout Alex Owens : Electrical Open 42 Idaho recognizes the 2017 NEC. E1.0 Stamp Alex Owens : Electrical Open 42 Approved - Electrical Inspector E2.0 Stamp Alex Owens : Electrical Open 43 Approved - Electrical Inspector E3.0 Stamp Alex Owens : Electrical Open 44 Approved - Electrical Inspector New Commercial Building Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) PROJECT COVER SHEET AND INDEX A0.0 365 THOMSON FARMS ROAD REXBURG, ID. 83440 THOMSON FARMS CLUBHOUSE STILLWATER EQUITY PARTNERS - STRUCTURAL S101 STRUCTURAL GENERAL NOTES S201 FOOTING AND FOUNDATION PLAN S202 ROOF FRAMING PLAN S301 SCHEDULES S302 SCHEDULES S501 FOOTING AND FOUNDATION DETAILS S601 FLOOR FRAMING DETAILS S701 ROOF FRAMING DETAILS - ELECTRICAL E1.0 ELECTRICAL NOTES AND SCHEDULES E2.0 ELECTRICAL LIGHTING PLAN E3.0 ELECTRICAL POWER PLAN - MECHANICAL M1.1 MECHANICAL FLOOR PLAN M2.0 MECHANICAL DETAILS M2.1 MECHANICAL SCHEDULES - PLUMBING P1.0 WASTE & VENT PIPING FLOOR PLAN P1.1 WATER & GAS PIPING FLOOR PLAN P2.0 PLUMBING SCHEDULES & DETAILS - ARCHITECTURAL A0.0 PROJECT COVER SHEET AND INDEX A0.1 ABBREVIATIONS, SYMBOLS AND LEGENDS A0.2 ADA REQUIREMENTS A1.1 OVERALL ARCHITECTURAL SITE PLAN A2.1 FLOOR PLAN A2.4 ROOF PLAN A2.5 CEILING PLAN A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A4.1 BUILDING SECTIONS A4.2 BUILDING SECTIONS A4.3 BUILDING SECTIONS A4.5 WALL SECTIONS A4.6 WALL SECTIONS A5.1 DOOR AND WINDOW SCHEDULES A5.5 WALL TYPES A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A7.4 INTERIOR ELEVATIONS A8.1 EXTERIOR DETAILS A9.1 INTERIOR DETAILS PROJECT DESCRIPTION: sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 VI C I N I T Y M A P PR O J E C T T E A M AR C H I T E C T URBAN DESIGN GROUP, LLC PO BOX 0000 Mapleton, UT 84664 T: 801.209.6814 WWW.URBANDG.COM CONTACT: JOEL BRINGHURST joel@urbandg.com OW N E R ST R U C T U R A L EN G I N E E R ME C H A N I C A L & PL U M B I N G E N G I N E E R u d g EL E C T R I C A L EN G I N E E R STILLWATER EQUITY PARTNERS, LLC GOULD+ ARCHITECTS, LLC 427 West 11950 South, Suite 201 Draper, UT 84020 T: 801.335.9900 WWW.GOULDPLUS.COM CONTACT: CORY FERGUSON cory@gouldplus.comAR C H I T E C T OF R E C O R D PAYNE ENGINEERING INC. 1823 East Center Street Pocatello, ID 83201 T: 208.232.4439 CONTACT: TODD PAYNE payneengineering@gmail.com ENGINEERED SYSTEMS ASSOCIATES, INC. 1355 E. Center Pocatello, ID 83201 T: 208.233.0501 WWW.ENGSYSTEMS.COM CONTACT: DWAYNE SUDWEEKS dcs@engsystems.com MJ STRUCTURAL ENGINEERS 5673 S. Redwood Road, Suite #22 Salt Lake City, UT 84123 T: 801.905.1097 WWW.MJSTRUCTURALENGINEERS.COM CONTACT: BRENDON HAYWOOD bhaywood@mjstructuralengineers.com 160 W Canyon Crest Rd, Suite 3 Alpine, UT 84004 T: 801.216.8850 CONTACT: PAUL BRINGHURST paul@stillwatermail.com PROJECT INFORMATION DRAWING INDEX BUILDING CODE SUMMARY 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL FIRE CODE (IFC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2017 IDAHO PLUMBING CODE (IPC) 2018 INTERNATIONAL FUEL AND GAS CODE (IFGC) 2017 NATIONAL ELECTRICAL CODE (NEC) 2009 AMERICAN NATIONAL STANDARDS FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ANSI / ICC A117.1) LOCAL CODES AND REGULATIONS APPLICABLE CODES: DEFERRED DESIGN SUBMITTALS PER IBC 107.3.4.1 DEFERRED SUBMITTALS.THE FOLLOWING SUBMITTALS ARE TO BE DEFERRED AND SUBMITTED BY THE GENERAL CONTRACTOR: •TRUSS DESIGN REXBURG NORTH SITE 2n d E a s t S t r e e t N Y e l l o w s t o n e H w y Main Street 20 20 2000 North Stegelmeier Lane N Y e l l o w s t o n e H w y A4.4 WALL SECTIONS A7.3 INTERIOR ELEVATIONS A8.2 EXTERIOR DETAILS BUILDING TYPE / USE: STORIES: LEVELS: HEIGHT: AREA FOOTPRINT: STORAGE ATTIC: TOTAL AREA: TOTAL OCCUPANT LOAD: ASSEMBLY GROUP A-3 (1) ABOVE GRADE 1 33 FEET TO RIDGE (37.5 FEET TO TOP OF CHIMNEY CAP) 3,909 S.F. 325 S.F. 4,234 S.F. 120 OCCUPANTS USE AND OCCUPANCY CLASSIFICATION (IBC CHP3): ASSEMBLY GROUP A-3 (SECTION 303.4) GENERAL BUILDING HEIGHTS AND AREAS (IBC CHP5): 504.3: ALLOWABLE HEIGHT: 40 FEET 504.4: ALLOWABLE STORIES: 1 STORIES ALLOWABLE AREA: 6,000 S.F. TYPES OF CONSTRUCTION (IBC CHP6): CONSTRUCTION TYPE: V-B FIRE-RESISTANCE RATING REQUIREMENTS: PRIMARY STRUCTURAL FRAME:0 HOUR BEARING WALLS:EXTERIOR:0 HOUR INTERIOR:0 HOUR NON-BEARING WALLS AND PARTITIONS (SECTION 602): INTERIOR:0 HOUR EXTERIOR:0 HOUR IF SEPARATION DISTANCE IS = OR > 10 FT FLOOR CONSTRUCTION AND SECONDARY MEMBERS:0 HOUR ROOF CONSTRUCTION AND SECONDARY MEMBERS:0 HOUR A0.3 CODE DIAGRAM FIRE PROTECTION SYSTEMS (CHP9): AUTOMATIC SPRINKLER SYSTEM: NOT REQUIRED S102 STRUCTURAL GENERAL NOTES A7.0 INTERIOR ELEVATIONS: FINISHES OVERVIEW ADJ BLKG BLOCKING CENTERLINE CLG CONDITION DTL DETAIL Not Enclosed ROOM NAME EXTERIOR G ? ? ? ?? MECH ? A521S CATEGORY NUMBER NUMBER DISCIPLINE NUMBER SHEET NUMBER SHEET NUMBER DRAWING TITLE ?? ? NORTH ARROW COLUMN LINES AND CENTERLINES 1 A B BUILDING SECTION TAGS PR SECTION DESIGNATION WALL SECTION TAGS REVISED / REVISION SOLID CORE SCHED SECTION DESIGNATION ENLARGED PLAN AND DETAIL TAG SHEET NUMBER STEEL PLAN OR DETAIL DESIGNATION EXTERIOR ELEVATION TAG INTERIOR ELEVATION TAG VERTICAL ELEVATION 128'-0" SPOT ELEVATION T.O. WALL DOOR TAG ROOM NAMES AND NUMBERS KEYNOTES TOW 1 DEMOLITION KEYNOTE 1 WINDOW TYPE TAG WALL TYPE TAGS ? REVISION TAGS W/O WITHOUT ? A5014 WOOD 2 1 WIC 3 A501 1 ? ? ABBREVIATIONS DRAWING SCALE DOOR ID # - REFER TO SCHEDULES DOOR TYPE - REFER TO SCHEDULES AREA OF ENLARGEMENT ROOM AREA SHEET NUMBER ELEVATION OR DETAIL DESIGNATION SHEET NUMBER ELEVATION OR DETAIL DESIGNATION HEIGHT RELATIVE TO MAIN FLOOR (MAIN FLOOR = 100'-0") SURFACE DESIGNATION HEIGHT RELATIVE TO MAIN FLOOR (MAIN FLOOR = 100'-0") SURFACE DESIGNATION POINT OF REFERENCE CENTER OF STRUCTURAL COLUMN OR WALL, TYP. U.N.O. SUBDISCIPLINE (IF USED) WINDOW ID # - REFER TO SCHEDULES DOOR SIZE (3'-0" x 6'-8") AND ID # - REFER TO SCHEDULES SUB-ID # OR DOOR TYPE (IF USED) REFER TO LEGEND ON SAME SHEET SYMBOLS LEGEND Not Enclosed ROOM NAME R- NORTH ? ? ? ? 22.0' INSULATION - BATT PROPERTY LINE ? X ACOUSTICAL TILE ASPHALT BRICK CAST STONE CERAMIC TILE CONCRETE CONCRETE BLOCK EARTH EARTH BACKFILL ENGINEERED FILL GLASS GRAVEL GYPSUM WALL BOARD SHEET NUMBER INSULATION - RIGID PLASTER PLYWOOD / OSB STEEL STUD FRAMING - METAL STUD FRAMING - WOOD FINISH LUMBER CONTOUR EXISTING CONTOUR FINISH FENCE WALL RATINGS X 22.0' WOOD BLOCKING MATERIALS AND LINE TYPES A/C SHEET NUMBER AIR CONDITIONING ACST ACOUSTICAL ADDM ADDENDUM ADJUSTABLE ALLOW ALLOWANCE ALUM ALUMINUM APPROX APPROXIMATE ARCH.ARCHITECTURAL BLDG BUILDING BLK BLOCK BRK BRICK BTTM BOTTOM MAIN LEVEL BU BUILT-UP BW BOTH WAYS 128'-0" CI CAST IRON DATUM POINT CJ CONTROL JOINT CL CEILING CLO CLOSET CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPACTED/COMPOSITE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS COND CONTR CONTRACTOR DBL DOUBLE DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION ? ? DN DOWN DO DOUBLE OVEN DW DISHWASHER DWG DRAWING EA EACH EXF EXHAUST FAN EIFS REFERENCES NOTED IN RIGHT MARGIN OF SAME SHEET EXT. INSUL. FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL ELEV ELEVATION EN EDGE NAILING EQ EQUAL EW EACH WAY EXIST EXISTING EXT FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FN FIELD OR FACE NAILING FR FIRE RATED FTG FOOTING GAS GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GRD GRADE GLB GLU-LAM BEAM GYB GYPSUM BOARD HB HOSE BIBB HDR HEAD HM HOLLOW METAL HORZ HORIZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IRRG IRRIGATION JB JAMB JNT JOINT MAX MAXIMUM MECHANICAL MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT MTL METAL NIC NOT IN CONTRACT NTS NOT TO SCALE NO OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OFCI OWNER FURNISHED CONTRACTOR INSTALLED OPG OPENING PL PLATE PLYWD PLYWOOD PNT PAINT PNTD PAINTED PAIR R&S ROD AND SHELF RAD RADIUS RD ROOF DRAIN REG REGULAR REINF REINFORCED / REINFORCING REQD REQUIRED REV RM ROOM RO ROUGH OPENING RS ROUGH-SAWN SAD SEE ARCHITECTURAL DRAWING SC SCHEDULE SHT SHEET SHTG SHEATHING SIM SIMILAR SPEC SPECIFICATION STD STANDARD STGD STAGGERED STL STO STORAGE STRX STRUCTURAL SW SHEAR WALL SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TN TOE NAIL TO TOP OF TOF TOP OF FOOTING TOP OF WALL TYP TYPICAL TS TUBE STEEL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER W/WITH W/C WATER CLOSET WD WALK-IN CLOSET WP WATERPROOF WR WATER RESISTANT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH ~APPROXIMATE @ AT ? ABBREVIATIONS, SYMBOLS AND LEGENDS A0.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 6" 6" 2" 6" W/ TEXT SIGN TEXT ONLY SIGN GRAPHICS DESCRIPTION: 1. BAS-RELIEF STAINLESS STEEL 2. WHITE PAINT FACED IMAGES AND LETTERS FINISH TO BE EGGSHELL 3. A.D.A APPROVED TACTILE BRAILLE AND IMAGES NOTE: ROOM NUMBERS SHOWN ARE FOR REPRESENTATION & LOCATING PURPOSES ONLY. COORDINATE ROOM NUMBERING WITH PLANS AND OWNER. STAIRS MENS STAIRS GARDEN LEVEL205WOMENS ACCESSROOF MAIN LEVELCOMMUNICATIONSELECTRICALIN CASE OF FIRE USE STAIRS107 304108 MECHANICAL G111 NO ENTRY LOADING/DELIVERY G115 EXIT ONLY MECHANICAL G110 Figure 407.2.2.2 Visible Hall Signals 64 2½ min 2½ min 64 72 m i n 18 3 0 Figure 407.2.3.1 Floor Designations on Jambs of Elevator Hoistway Entrances ««2 m i n 5111 Figure 407.2.3.2 Car Designations on Jambs of Destination-Oriented Elevator Hoistway Entrances 2 C C 2 2 m i n 51 Figure 703.2.5 Height of Raised Characters 16 - 5 1 LIBRARY /8 -2 5 Figure 703.3.1 Braille Measurement blank cell space between words base diameter distance between dots in the same cell distance between dots in the same cell distance between corresponding dots in adjacent cells distance between corresponding dots from one cell directly below single braille cell raised dot no raised dot Figure 703.3.2 Position of Braille AREA OF REFUGE 3/8 min 3/8 min 9.5 9.5 Figure 703.4.1 Height of Tactile Characters Above Floor or Ground REFUGE AREA OF AREA OF REFUGE 48 m i n 60 m a x 12 2 0 15 2 5 Figure 703.4.2 Location of Tactile Signs at Doors 18 min 455 18 min 455 45° centered on tactile characters Figure 703.6 Pictogram Field 6 m i n 15 0 MEN not in pictogram field ELEVATOR CALL BUTTONS EXIT EXIT WALL-MOUNTED EXIT SIGN AT EXIT DOOR COAT HOOK (DOOR-MTD) COAT HOOKS (WALL-MTD) FIRE EXTINGUISHER / CABINET MEDICAL GAS ALARM PANEL REQ'D. SIGNAGE AT UNISEX TOILET ENTRY DOOR REQ'D. SIGNAGE AT WOMEN'S TOILET ENTRY DOOR REQ'D. SIGNAGE AT MEN'S TOILET ENTRY DOOR FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING CARD READER, LOCAL ALARM, OR ARMING STATION THERMOSTATTELEPHONE OR DATA OUTLET INTERCOM STATION OUTLETLIGHT SWITCHMANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET PAPER TOWEL DISPENSER & RECEPTACLE PAPER TOWEL DISPENSER PAPER TOWEL RECEPTACLE SOAP DISPENSER SEAT COVER DISPENSER SANITARY NAPKIN VENDORS PAPER TOWEL DISPENSER & RECEPTACLE COMBINATION SEAT COVER DISPENSER/ TOILET TISSUE DISPENSER/ SANITARY NAPKIN RECEPTACLE TOILET TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN RECEPTACLE WATER CLOSETS SHALL BE WALL MOUNTED 18" FROM ADJACENT WALL OR TOILET PARTITION TO CENTERLINE OF FIXTURE. THE CONTROLS FOR THE FLUSH VALVES TO BE 3'-8" MAX A.F.F. SHOWER CURTAIN ROD FOLDING SHOWER SEAT FIXED SHOWER HEAD FLEXIBLE 60" SHOWER SPRAY HOSE FLEXIBLE 60" BATHTUB SHOWER SPRAY HOSE SINGLE LEVER SHOWER MIXING VALVE RECESSED SHOWER STALL SOAP DISH MOUNT FOLDING SHOWER SEAT SO THAT SEAT IS 18" AFF WHEN FOLDED DOWN. LAVATORIES ADJ TO A WALL SHALL BE MOUNTED 18" MIN (OR GREATER AS INDICATED ON PLANS) FROM ADJ WALL TO CENTERLINE OF FIXTURE. HOT WATER PIPES AND DRAIN LINES TO BE INSULATED WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) STANDARD URINAL (SIDE VIEW) ACCESSIBLE URINAL (SIDE VIEW) URINALS SHALL BE MOUNTED 15"MIN (OR GREATER AS SHOWN ON PLANS) FROM ADJ WALL OR SCREEN TO CENTERLINE OF FIXTURE. THE CONTROL MECHANISM TO BE LOCATED 3'-8" MAX A.F.F. ACCESSIBLE WATER CLOSET (SIDE VIEW) BOTTOM OF MIRROR MOUNT DRINKING FOUNTAIN OR WATER COOLER CENTERED HORIZONTALLY WITHIN ALCOVE, TYPICAL DRINKING FOUNTAIN OR WATER COOLER (SIDE VIEW) GRAB BARS LO C A T E 6 " A B O V E D O O R FR A M E WH E N D I M A B O V E D O O R H E A D IS 1 2 " O R G R E A T E R > 1 2 " AL I G N W I T H T O P O F A D J A C E N T F R A M E WH E N D I M A B O V E D O O R H E A D < 12 " MO U N T O N S T R I K E S I D E 4"EQEQ EQEQ 6' - 0 " 6" 4' - 6 " 5' - 9 " 5' - 0 " U N D E R 4 0 L B . 1'-0" 1' - 0 " 4' - 0 " 1'-0"EQEQ RE F E R T O G E N E R A L N O T E S 1'-0"EQEQ RE F E R T O G E N E R A L N O T E S EQ 1'-0"EQ RE F E R T O G E N E R A L N O T E S RE F E R T O G E N E R A L N O T E S 4' - 0 " M A X H I G H R E A C H 3' - 0 " M I N F O R C O N T R O L S 1' - 3 " M I N L O W R E A C H 5' - 0 " 8' - 0 " 3' - 9 " 8" TYP 1' - 6 " 3' - 9 " 4' - 0 " 1' - 3 " M I N L O W R E A C H 3' - 0 " M I N F O R C O N T R O L S 4' - 0 " M A X H I G H R E A C H 7' - 0 " 2' - 6 " 4' - 1 1 " 4' - 2 1 / 2 " 4' - 5 " 3' - 6 " 3' - 1 0 " M A X R E A C H O V E R C O U N T E R 3' - 0 " M I N F O R C O N T R O L S 4' - 1 " 3' - 4 " M A X O P E R A B L E T O I L E T A C C E S S O R I E S 3' - 7 1 / 2 " 3' - 0 " 3' - 8 3 / 4 " 2' - 3 " 2' - 9 " 1' - 5 " M I N - 1' - 7 " M A X 2' - 9 " C E N T E R L I N E O F G R A B B A R 3' - 1 0 " M A X R E A C H O V E R C O U N T E R 3' - 0 " M I N F O R C O N T R O L S 4' - 0 " M A X H I G H R E A C H 1' - 6 " 6' - 6 " 5' - 0 " 4' - 0 " TO P O F M T G B R A C K E T 5' - 0 " 3' - 2 " BO T O F M T G BR A C K E T 2' - 0 " MT G B R A C K E T 3' - 4 " 3' - 4 " 7' - 6 " 9" MI N 6" MAX 8" MIN 2' - 5 " M I N C L R 2' - 1 0 " M A X T O R I M 3' - 4 " M A X 1' - 7 " 1'-2" MIN 1' - 5 " MA X 32" MI N - 3 6 " T Y P 6" MAX 18" TYP 9" MI N 6" MAX 8" MIN 2' - 3 " M I N 3' - 0 " M A X 6" MAX 1'-5" TO 1'-7" 1'-5" TO 1'-7" 2' - 3 " M I N C L E A R 3' - 0 " M A X A F F 2' - 9 " M I N A F F TO B U B B L E R OR I F I C E 12" MAX 42" MIN 33 " A . F . F . 39 " - 4 1 " 18 " MI N 54" MIN 39"-41" 17" MAX 3' - 6 " 3' - 9 " FIRE EXTINGUISHER / CABINET 3' - 6 " O V E R 4 0 L B . ADA SIGNAGE REQUIREMENTS3 NTS STANDARD MOUNTING & FIXTURE HEIGHTS1 1/4" = 1'-0" TO DI S P E N S E R H O L E Figure 604.2 Water Closet Location 16-18 405-455 430-485 17-19 (a) wheelchair accessible water closets (b) ambulatory accessible water closets Figure 604.3 Size of Clearance at Water Closets 60 min 56 m i n 14 2 0 1525 Figure 604.5.1 Side Wall Grab Bar at Water Closets 12 max 42 min 54 min 1370 305 1065 Figure 604.5.2 Rear Wall Grab Bar at Water Closets latch/ transfer side 12 min 305 24 min 610 36 min 915 Figure 604.7 Dispenser Outlet Location 18 m i n 45 5 48 m a x 12 2 0 Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartment 56 m i n 14 2 0 1525 60 min (a) adult wall hung water closet (b) adult floor mounted water closet and children's water closet 60 min 1525 59 m i n 15 0 0 Figure 604.8.1.2 Wheelchair Accessible Toilet Compartment Doors 4 max 100 10 0 4 m a x alternate door location 42 m i n 10 6 5 Figure 604.9.5 Wheelchair Accessible Toilet Compartment Toe Clearance (a) elevation adult 150 9 min 230 6 min partition 6 min 150 6 min 150 (c) plan 6 min (b) elevation children 12 min 150 305 partition Figure 604.8.2 Ambulatory Accessible Toilet Compartment 35-37 890-940 15 2 5 60 m i n 10 6 5 42 m i n Figure 605.2 Height and Depth of Urinals (b) stall type (a) wall hung type 17 max 430 345 13½ min 13½ min 345 Figure 609.2.2 Grab Bar Non-Circular Cross Section (b)(a) 51 4-4.8 perimeter 100-120 2 max 512 m a x 17 - 19 430 - 485 6" min OTHER FIXTURES NOT ALLOWED WITHIN THIS AREA 39 - 41 990 - 1040 18 m i n 45 5 39 - 4 1 99 0 - 1 0 4 0 33 - 3 6 84 0 - 9 1 5 36 min 915 24 min 610 12 min 1070 12 m a x 30 5 ABOVE GRAB BAR BELOW GRAB BAR ADA PLUMBING FIXTURE & COMPARTMENTS2 1/4" = 1'-0" CL CL CL SCALE: SCALE: CLCL CL SCALE: STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT4 1/4" = 1'-0"SCALE: 60 BACK WALL / CONTROL 30 SI D E W A L L 30 SE A T W A L L 30 M I N . 60 MIN. FOLDING SEAT 30 22 - 23 15 - 16 3 MA X 21 2 MAX 112 MA X 6 6 18 6 Figure 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE 30 SIDE WALL 38 M I N . 48 M A X . CONTROLS AND HAND SHOWER 60 BACK WALL / CONTROL WALL 33 - 3 6 T O T O P O F GR I P P I N G S U R F A C E 17 M I N . 19 M A X . 16 MIN. 6 27 MIN. 33 - 3 6 T O T O P O F GR I P P I N G S U R F A C E 18 66 Figure 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HANDSHOWER LOCATION 14 - 1 5 HAND SHOWER WITH HOSE 59 INCHES MINIMUM IN LENGTH, THAT CAN BE USED AS BOTH A FIXED SHOWER HEAD AND AS A HAND SHOWER, SHALL BE PROVIDED. HAND SHOWER SHALL HAVE A CONTROL WITH A NONPOSITIVE SHUT-OFF FEATURE. WHERE PROVIDED, AN ADJUSTABLE-HEIGHT HAND SHOWER MOUNTED ON A VERTICAL BAR SHALL BE INSTALLED SO AS TO NOT OBSTRUCT THE USE OF GRAB BARS. ADA REQUIREMENTS A0.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 DW POOL EQUIPMENT WOMEN MEN MECH. JAN. STORAGE OR MAINTENANCE OFFICE VESTIBULE LEASING OFFICE MAIL ROOM LOUNGE GRAND FOYER ANDPO O L F O Y E R RECREATION MECH. EXERCISE 12 580 SQFT FEC 2A:10BC 71 EXIT #2 36" PROVIDED @ 0.2"/OCCUPANT = 180 OCCUPANTS EXIT #1 72" PROVIDED @ 0.2"/OCCUPANT = 360 OCCUPANTS 1 2 38 SQFT 1 38 SQFT 2 OFFICE 2 109 SQFT 1 94 SQFT 1 50 SQFT 654 SQFT 6 300 SQFT 6 300 SQFT 1 11 SQFT 533 SQFT 44 36 KITCHENETTE 68 SQFT 5 EXIT #3 36" PROVIDED @ 0.2"/OCCUPANT = 180 OCCUPANTS 50 47 104 SQFT 104 SQFT 8643 43 46 59 A0.3 1/4" = 1'-0"1 LEVEL 1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 NORTH CODE DIAGRAMS LIFE SAFETY LEGEND INDICATES FIRE EXTINGUISHER CABINET UNIT (SEMI RECESSED) OCCUPANT LOAD OCCUPANT LOADS AND EGRESS ROOM OCCUPANT LOAD AT 50 SQ. FT. PER PERSON: EXERCISE6 XX PORTABLE FIRE EXTINGUISHER (TABLE 906.3(1)): IN GROUP A-3, MAXIMUM DISTANCE OF TRAVEL TO FIRE EXTINGUISHER SHALL BE 70 FEET. COMMON PATH OF EGRESS (TABLE 1006.2.1): DOES NOT EXCEED 75 FEET IN GROUP A-3 OCCUPANCIES ONE MEANS OF EGRESS PERMITTED FROM A-3 OCCUPANCY WHEN MAXIMUM OCCUPANT LOAD OF SPACE DOES NOT EXCEED 49 OCCUPANTS. EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2): DOES NOT EXCEED 200 FEET IN GROUP A-3 OCCUPANCY (WITHOUT SPRINKLER SYSTEM) DEAD ENDS (1020.4): EXIT ACCESS IS ARRANGED SUCH THAT THERE ARE NO DEAD ENDS MORE THAN 20 FEET IN LENGTH. SCALE: 1/4" = 1'-0" 2'4'0 8' FEC ROOM OCCUPANT LOAD AT 300 SQ. FT. PER PERSON: STORAGE / MECHANICAL9 ROOM OCCUPANT LOAD AT 15 SQ. FT. PER PERSON: UNCONCENTRATED (TABLES AND CHAIRS) 15 ROOM OCCUPANT LOAD AT 100 SQ. FT. PER PERSON: OFFICE6 ROOM OCCUPANT LOAD AT 50 SQ. FT. PER PERSON: LOCKER ROOM10 CLUBHOUSE LINDEN (FUTURE) ALDERWOOD (FUTURE) PONDERODSA (FUTURE) WHITEPINE (FUTURE) BIRCHWOOD (FUTURE) HAZELWOOD (FUTURE) BLACKOAK (FUTURE) HICKORY (FUTURE) BARN (FUTURE) HAWTHORN (FUTURE) HEMLOCK (FUTURE) MAPLEWOOD (FUTURE) POOL AND ASSOCIATED PAVING, FENCING, GATES, ETC. SHALL BE BY OTHERS UNDER SEPARATE CONTRACTPH A S E 1 PH A S E 3 P H A S E 1 P H A S E 2 PHASE 2 PHASE 3 PHASE 2 PHASE 3 PH A S E 2 PH A S E 1 PHASE 1 PHASE 3 PHASE 2 PHASE 1 STEGELMEIER LANE ST O N E B R I D G E S T R E E T THO M S O N F A R M S R O A D SHEET NOTES: 1.COORDINATE ALL SITEWORK WITH CIVIL DRAWINGS 2.REFER TO GEOTECHNICAL (SOILS) REPORT FOR ADDITIONAL SITE REQUIREMENTS 3.SLOPE GRADE 5% FOR 10 FEET FROM STRUCTURE THEN 2% TO PROPERTY LINE. 4.RETAINING WALLS 4 FEET HIGH OR GREATER TO BE ENGINEERED. 5.EXTEND ALL ROOF DOWN SPOUTS BELOW GRADE & TIE IN TO STORM DRAIN SYSTEM. 6.PROVIDE EXPANSION JOINTS IN FLATWORK AT SEPARATE POURS. PROVIDE CONTROL JOINTS AT INTERVALS EQUAL TO WIDTH OF FLATWORK AT A MAX. OF 20'-0". 7.INSTALL BACK-FLOW PREVENTION AND ANT-SIPHON VALVE FOR IRRIGATION. BACK-FLOW PREVENTION TO BE INSTALLED 18" ABOVE GRADE AND TERMINATED AT VALVE BOX FOR IRRIGATION SYSTEM. IRRIGATION SYSTEM BY OTHERS. 8.COMPACT LATERAL EXCAVATION IN 8" LIFTS U.N.O. IN SOILS REPORT. 9.ADHERE TO UTILITY COMPANY REQUIREMENTS FOR UTILITY TRENCHING. 10.CALL BLUE STAKES PRIOR TO ANY EXCAVATION. 11.COORDINATE PLANTING WITH LANDSCAPE DESIGN IF APPLICABLE. GENERAL NOTES 1. REFER TO SHEET A0.1 FOR TRADE SPECIFIC NOTES. 2. REFER TO OWNER & INTERIORS SPECIFICATION BOOK FOR FINISHES. 3. ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 4. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 6. GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. OVERALL ARCHITECTURAL SITE PLAN A1.1 1" = 60'-0"1 OVERALL SITE PLAN sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 NORTH SITE IMPROVEMENTS ARE SHOWN IN SEPARATE PERMIT DRAWING PACKAGE (3-STORY APARTMENT BUILDING, APPLICATION NUMBER 18-00315) SITE IMPROVEMENTS ARE SHOWN IN SEPARATE PERMIT DRAWING PACKAGE (3-STORY APARTMENT BUILDING, APPLICATION NUMBER 18-00315) SITE IMPROVEMENTS ARE SHOWN IN SEPARATE PERMIT DRAWING PACKAGE (3-STORY APARTMENT BUILDING, APPLICATION NUMBER 18-00315) 12.CROSS SLOPE OF SIDEWALKS AND LANDING SHALL NOT EXCEED 2%. 85'-0" 1 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b 1 D 27'-0"26'-0" 26'-0" ICC A117.1 304.3a TURNAROUND IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 12 48 x 4 8 TURNAROUND ICC A117.1 304.3a ICC A117.1 304.3a TURNAROUND ICC A117.1 304.3a TURNAROUND ICC A117.1 304.3a TURNAROUND 9' - 0 " 16 ' - 6 " 6' - 0 " 16 ' - 6 " 11 ' - 0 " 39 ' - 0 " 9' - 0 " 59 ' - 0 " 1'-6" 10'-111 2"10'-1" 85'-0" 59 ' - 0 " BA C 2 3 4 3 2 4 A B C D 32'-0" B.5 5'-41 2"21'-71 2" 39 ' - 0 " 11 ' - 0 " 32'-0"27'-0" 10'-111 2" B.5 DW 12 24 ICC 117.1 404.2.3.2f 54"x60" ICC A117.1 404.2.3.2 (f) ICC A117.1 404.2.3.2 (f) IC C 1 1 7 . 1 6 0 8 . 2 . 2 ( R O L L - I N S H O W E R ) 30 x 6 0 IC C A 1 1 7 . 1 3 0 4 . 3 a WI T H K N E E / T O E CL E A R A N C E P E R 3 0 6 TU R N A R O U N D IC C 1 1 7 . 1 6 0 8 . 2 . 2 ( R O L L - I N S H O W E R ) 30 x 6 0 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 b 48 x 4 8 12 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C 1 1 7 . 1 4 0 4 . 2 . 3 . 2 a 60 x 5 4 18 IC C A 1 1 7 . 1 3 0 4 . 3 a WI T H K N E E / T O E CL E A R A N C E P E R 3 0 6 TU R N A R O U N D F.E.C. 1/4" = 1'-0"1 LEVEL 1 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 10'-5"15'-7"10'-0"10'-0"6'-0"6'-0" 6'-71 2"31 2"6'-7"31 2" 3'-4"4'-6" 9'-101 2" 10'-5" 3'-2" 2'-0" 7' - 3 " 9' - 3 " 7' - 3 " 9' - 3 " 4' - 6 " 4' - 6 " 4' - 6 " 5' - 6 " 5' - 6 " CO O R D . W I T H SH O W E R M F G . 5'-53 4"5'-53 4"5'-53 4"5'-53 4" 31 2" CO O R D . W I T H SH O W E R M F G . 5'-61 2"31 2"7'-91 2"31 2"6'-3"31 2"6'-61 2" 5' - 6 " 5' - 6 " 3'-2" 5'-5" 5'-51 2" FINISH 31 2"6'-5"31 2" 4'-1" 5' - 1 " F I N I S H 5'-21 2" 5' - 1 " F I N I S H 6'-2"31 2"3'-2" 31 2"6'-5"31 2" 4'-1" 6'-2"31 2"3'-2" 7' - 2 " 5' - 1 " FI N I S H 10 ' - 5 1 2" 1' - 1 0 " 4' - 0 " 4' - 0 " F I N I S H 4' - 0 " 9' - 5 " 1' - 7 " 3' - 8 " 5' - 1 " FI N I S H 2 A4.1 2 A4.1 1 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 WI F I T A B L E S ( O . F . O . I . ) FIREPLACE MI C R O CO F F E E W/ D ICC A117.1 304.3a TURNAROUND MA I L DI G I T A L B U L L E T I N BO A R D ( T V ) SHELVES AD A 60 BA R WINDOW SEAT 18" AFF FI R E P L A C E NAPOLEON LV50N VECTOR 50 SH O W E R BABY STATION POOL EQUIPMENT WOMEN MEN MECH. 56 x 6 0 THRESHOLD JAN. BABY STATION STORAGE OR MAINTENANCE OFFICE LO C K E R S 20 " D E E P TI L E B E N C H LO C K E R S 20 " D E E P TI L E B E N C H 60 60 60 60 VESTIBULE OFFICE LEASING OFFICE MAIL ROOM LOUNGE GRAND FOYER KITCHENETTE LI N E N S PO O L F O Y E R RESTROOM ALCOVE FOYER RECREATION MECH. EXERCISE BOOKCASE 1 A4.3 1 A4.3 NAPOLEON LV50N VECTOR 50 CARPET TILE CARPET TILE CARPET TILE SEALED CONC. TILE TILE SEALED CONC. TI L E WATER RESISTANT LAMINATE FLOOR WATER RESISTANT LAMINATE FLOOR WATER RESISTANT LAMINATE FLOOR TILE RESILIENT FLOORING FARM SINK TILE IN-LAY RUG (O.F.O.I) WOOD STILES WITH GLASS PANEL WOOD STILES WITH GLASS PANEL STOREFRONT (BLACK) STOREFRONT (BLACK) STOREFRONT (BLACK) INSULATED EXTERIOR DOOR PEEPHOLE VIEWER AC CONDENSER UNIT AC CONDENSER UNITSHIELD FROM VIEW WITH TALL LANDSCAPING SHIELD FROM VIEW WITH TALL LANDSCAPING A7.1 3 1 4 2 WOOD STILES WITH GLASS PANEL WOOD STILES WITH GLASS PANEL A7.1 5 7 68 CARDIO STRENGTH TRAINING A7.1 9 10 11 12 EXERCISE EQUIPMENT OWNER FURNISHED CONTRACTOR INSTALLED (OFCI) TABLE TENNIS (O.F.O.I.) TABLE AND CHAIRS (O.F.O.I.) A7.1 17 18 3080GE 6080DBL 3080G 3080G 3080G 5305 5317 3080E 3080X 30 8 0 M 30 8 0 A 3080 3080 24 6 8 26683068 3068 2668 2668 30 6 8 M 19 ' - 2 1 2" 19 ' - 2 1 2" 7" 2" THICK SHELVES 2' - 1 0 " 6'-0"1'-4" 19 20 A7.1 21 23 24 A7.1 25 26 27 28 A7.1 33 36 35 34 A7.2 1 2 3 4 A7.2 5 6 7 8 A7.2 13 14 15 16 A7.3 1 24 A7.2 9 10 11 12 A7.3 5 6 7 8 A7.3 9 10 11 12 A7.3 13 14 15 16 A7.3 17 18 19 20 A7.4 1 2 3 4 3 SO R T I N G + PA C K A G E S T O R A G E 22 SEALED CONC. 512" 5' - 3 " 312" 7' - 2 1 2" 312" 512" 5' - 3 " 312" 7' - 2 1 2" 312" 8'-31 2"31 2"3'-2"31 2"3'-2" 9' - 6 " NORTH 5' - 3 " 512" 5' - 3 " 512" SH O W E R SH O W E R SH O W E R 3'-0" FINISH3'-0" FINISH 312" 3'-0" FINISH3'-0" FINISH 312" 512" 5'-01 2"31 2"2'-11"31 2"2'-11 2" FRIDGE 312" 912" 19 ' - 2 3 4" 512" 2' - 1 0 1 2" 512" 11 ' - 0 3 4" 312" 5'-5" 3'-1"31 2" 3' - 8 " 11 ' - 2 " STE E L CO L U M N STE E L CO L U M N STEEL COLUMN W1 W1 W1 W1 W1 W1 W1 W1 W1 5'-4"5'-81 2" W1 W1 W1 W1 W1 W2W2 W2W2 W3 W3 W3W3W3 W8 W 8 W4 W4 W4 W6W6 W4 W6 W6W6W6 W9W9 W4 W5 W5 W5 W5 W5 W5 W5 W5 W4 W5 W4 W5 W5 W5 W5 W5 W5 W4 W5 W5 W5 W1 W5 W5 8' - 0 " 11'-0" 2' - 1 1 " ℄ STEEL COL 2" THICK SHELVES W10 W10 5. OFFICE FURNITURE IS OWNER FURNISHED OWNER INSTALLED (O.F.O.I.). SE A T I N G (O . F . O . I . ) 51 2"6'-2" 51 2"6'-1" 6. DIMENSIONS ARE TO FACE OF FOUNDATION WALL / EXTERIOR FACE OF STUD WALL, U.N.O. DIMENSIONS FOR WINDOW OPENINGS ARE TO CENTER OF OPENING. SCALE: 1/4" = 1'-0" 2'4'0 8' FINISH PLAN LEGEND C FOR WALL FINISHES, SEE INTERIOR ELEVATIONS FLOOR FINISH DESIGNATION SHEET NUMBER INTERIOR ELEVATION DESIGNATION C CARPET TILE V WATER RESISTANT VINYL FLOORING SC SEALED CONC. WITH BROOM FINISH INTERIOR ELEVATION A RESILIENT ATHLETIC FLOORING A7.1 1 2 3 4 21 2"21 2" 51 2"7'-41 2" 7'-10" ROPPE RECOIL STYLE: INTERLOCKING SIZE: 36"x36", NOMINAL THICKNESS: 3/8" COLOR: #195 LIGHT GRAY T1 TILE: 16x32 MONTALCINO ON CRACK-ISOLATION & WATERPROOF MEMBRANE, MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER E ENTRANCE MAT, RECESSED E T1 5' - 6 " 8'-0" MONTPELLIER OAK HANDSCRAPED A SC SC 6" RESILIENT BASE: ROPPE CONTOURS PROFILE PV6065 T2 TILE: CUSTOM PATTERN INLAY ON CRACK-ISOLATION & WATERPROOF MEMBRANE, MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER SCHLUTER MTL TRIM AT PERIMETER, BLACK ARTILLO ARABESQUE 2C FROM ARTO.COM: COLORS: CHARCOAL (STAR TILE) RICE (CROSS PICKET TILE) T2 T3 TILE: 12x24 LEGACY GREY LG011 ON CRACK-ISOLATION & WATERPROOF MEMBRANE, MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER T1 T3 T3 T4 TILE: 2" HEXAGON TILE, WHITE ON CRACK-ISOLATION & WATERPROOF MEMBRANE, MAPELASTIC AQUADEFENSE WITH REINFORCING FIBER T4T4 T4T4 T4 T4 DCOF WET: >0.42 DCOF WET: >0.42 DCOF WET: >0.42 DCOF WET: >0.42 C C C V V V T4 NYSTROM ENVIRONTREAD II, BLACK TABLE AND CHAIRS (O.F.O.I.) SHAW SCULPT LOOP TILE, ZINC 83515 A7.4 9 SC BOOKCASE WINDOW SEAT 18" AFFBOOKCASE BOOKCASE MO U N T E D T V THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD THRESHOLD 15'-7" FLOOR PLAN A2.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 6' - 0 " 3" / 12" A 4 3 C 1 39 ' - 0 " B 26'-0" 11 ' - 0 " 8" / 12"8" / 12" 3" / 12" 3" / 12" 85'-0" 16 ' - 6 " 9' - 0 " 11 ' - 0 " 16 ' - 6 " 85'-0" 9' - 0 " 39 ' - 0 " 59 ' - 0 " 59 ' - 0 " C D 1 2 3 2 4 BA D 32'-0"27'-0" B.5 27'-0"26'-0"32'-0" B.5 DS DS DS DS DSDS DS DS DS 1/4" = 1'-0"1 ROOF PLAN GENERAL NOTES 1. 2. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 2 A4.1 2 A4.1 1 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 1 A4.3 1 A4.3 STANDING SEAM METAL ROOF (BLACK)STANDING SEAM METAL ROOF (BLACK) ASPHALT SHINGLE (BLACK) PREFINISHED METAL CHASE COVER AND STANDING SEAM METAL CHIMNEY CAP (BLACK) SNOW AND ICE GUARDS SNOW AND ICE GUARDS PREFINISHED METAL CHASE COVER AND STANDING SEAM METAL CHIMNEY CAP (BLACK) RIDGE VAL L E Y STANDING SEAM METAL CRICKET HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUTS HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUTS NORTH STANDING SEAM METAL ROOF SYSTEM: ·STANDING SEAM METAL ROOF SYSTEM (BLACK), OVER ·CONTINUOUS WATERPROOFING UNDERLAYMENT (GRACE ULTRA), OVER ·3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION (R-18, MIN.), ·STAGGERED OVER ADDITIONAL LAYER OF 4-1/2" RIGID INSULATION (R-24.2, MIN.), OVER ·PLYWOOD SHEATHING - SEE STRUCTURAL, OVER ·ROOF FRAMING - SEE STRUCTURAL ASPHALT SHINGLE ROOF SYSTEM: ·30-YEAR ARCHITECTURAL ASPHALT SHINGLES (BLACK), OVER ·2 LAYERS OF 15# ROOF FELT, OVER ·3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION (R-18 MIN.), ·STAGGERED OVER ADDITIONAL LAYER OF 4-1/2" RIGID INSULATION (R-24.2, MIN.), OVER ·PLYWOOD SHEATHING - SEE STRUCTURAL, OVER ·ROOF FRAMING - SEE STRUCTURAL 2'-0" ICE & WATER SHIELD 2'-0" ICE & WATER SHIELD 2'-0" ICE & WATER SHIELD 2'-0" ICE & WATER SHIELD A8.2 15 A8.2 16 A8.2 16 A8.2 10 A8.2 11 A8.2 11 A8.2 14 A8.2 14 A8.2 13 A8.2 13 A8.2 10 A8.1 18 TRANSITION AT WALL (BELOW) A8.1 18 TRANSITION AT WALL (BELOW) A8.2 3 & 4 A8.1 19 TRANSITION AT WALL (BELOW) A8.2 5 A8.2 5 A8.2 6 & 7 SCALE: 1/4" = 1'-0" 2'4'0 8' UNVENTED ATTIC AND ENCLOSED RAFTER ASSEMBLIES: IBC 1203.3 UNVENTED ATTICS AND UNVENTED ENCLOSED ROOF FRAMING ASSEMBLIES CREATED BY CEILINGS APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS/RAFTERS SHALL BE PERMITTED WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: 1.THE UNVENTED ATTIC SPACE IS COMOPLETELY WITHIN THE BUILDING THERMAL ENVELOPE. 2.NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 3.DOES NOT APPLY BECAUSE WE AREN'T USING WOOD SHINGLES OR SHAKES. 4.IN CLIMATE ZONE 6, ANY AIR PERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER OR SHALL HAVE A CLASS II VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT WITH THE UNDERSIDE OF THE INSULATION. 5.INSULATION SHALL BE LOCATED IN ACCORDANCE WITH: 5.1.4. SUFFICIENT RIGID BOARD OR SHEET INSULATION SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHEATHING TO MAINTIAN THE MONTHLY AVERAGE TERMPERATURE OF THE UNDRSIDE OF THE STRUCTURAL ROOF SHEATHING ABOVE 45°F. SHADED AREA INDICATES REQ'D ICE & WATER SHIELD EXTENDED FROM ROOF EDGES, AT RIDGES, CHIMNEYS, PENETRATIONS, ETC., TYPICAL. COORDINATE WITH PLUMBING/MECHANICAL FOR ALL VENTS, FLUES, ETC. NOT SHOWN ON THIS DRAWING. VALLEY CHIMNEY CAP CHIMNEY CAP A8.2 6 & 7 SIM. ROOF PLAN A2.4 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 CEILING MOUNTED PULL CHAIN CEILING SURFACE MOUNTED MARK DESCRIPTION ELECTRICAL SYMBOLS LEGEND CEILING PENDANT WALL MOUNTED FIXTURE RECESSED CAN LIGHT RECESSED WALL WASHER LIGHT / FAN COMBO FIXTURE RECESSED WATERPROOF CAN LIGHT 6'Ø HFC 72 CEILING FAN, BY HUNTER FANS (MFR ID: 59136), MATTE BLACK, 6-BLADE TRACK LIGHTING FIXTURE LI G H T I N G S Y M B O L S PC WP NOTE:CEILING PLAN SHOWING LIGHTING FIXTURES FOR LAYOUT; REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION ON ELECTRICAL DESIGN. 85'-0" 1 1 D 27'-0"26'-0" 26'-0" 9' - 0 " 16 ' - 6 " 6' - 0 " 16 ' - 6 " 11 ' - 0 " 39 ' - 0 " 9' - 0 " 59 ' - 0 " 1'-6" 10'-111 2"10'-1" 85'-0" 59 ' - 0 " BA C 2 3 4 3 2 4 A B C D 32'-0" B.5 5'-41 2"21'-71 2" 39 ' - 0 " 11 ' - 0 " 32'-0"27'-0" 10'-111 2" WP WP WP B.5 WPWP WPWP WP WP WP WP DW 110' - 0" 110' - 0" 110' - 0" 110' - 0"110' - 0" 111' - 0"111' - 0" 111' - 0" 109' - 0" 109' - 0" 110' - 0" SLOPE SLOPE SLOPE APPROX. 132'-6" (VAULTED) APPROX. 132'-6" (VAULTED) 7' - 0 " 7' - 0 " 7' - 0 " SLOPE LOW CEILING ~11'-3" HIGH CEILING ~17'-6" 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " HEAVY TIMBER TRUSS HEAVY TIMBER TRUSS LVL BEAMS 2 A4.1 2 A4.1 1 A4.1 1 A4.1 1 A4.2 1 A4.2 2 A4.2 2 A4.2 1 A4.3 1 A4.3 4x10 TIMBER BEAMS 6x16 TIMBER BEAM 108' - 0" 7' - 0 " 7' - 0 " 3' - 6 " MANUAL DISAPPEARING STAIRWAY (STORAGE ACCESS) 108' - 0" 110' - 0" 111' - 0" CEILING PLAN LEGEND 1 PAINTED GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL AIR REGISTER - SEE MECHANICAL 2 PAINTED EXTERIOR GYP BD CEILING LIGHT FIXTURE - SEE ELECTRICAL 10 7 ' - 0 " 10 7 ' - 0 " 10 7 ' - 0 " 10 7 ' - 0 " 108' - 0" SLOPE CEILING PLAN A2.5 1/4" = 1'-0"1 LEVEL 1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 NORTH SCALE: 1/4" = 1'-0" 2'4'0 8' LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 2 A4.1 1 A4.2 2 A4.2 EXPOSED RAFTER TAILS 2' - 0" VA R I E S 1 3 2 4 12 8 5 6 7 15 10 10 11 11 11 8 12 3 12 3 99 9 9 9 12 13 1313 7 16 16 17 18 18 30303030T 3030 3030 TYP. OF 2 3030 TYP. OF 3 3050 12 19 6' - 1 0 1 / 4 " TOP OF CHIMNEY WALL 135' - 0" TOP OF CHIMNEY WALL 115' - 0" 20 BA C D 14 3030S TYP. OF 2 14 14 HEAVY TIMBER TRUSS RIDGE 14 14 1011 12 3 TYP. OF 3 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 1 A4.1 STORAGE 112' - 0" 1 A4.3 1818 18 3030 4040 4060 4060T9 9 8 7 16 4 11 14 10 11 1 3 2 5 15 1 2 3 4 HEAVY TIMBER TRUSS RIDGE 14 1414 GENERAL NOTES FINISH GRADING - SEE CIVIL SLOPE AWAY FROM BLDG WALLS AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (DAMPPROOF FDN WALL BELOW GRADE) SCALE: 1/4" = 1'-0" 2'4'0 8' 1.REFER TO PROJECT MANUAL FOR TRADE SPECIFIC NOTES. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 5.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 RECLAIMED WOOD SIDING (BARN) 11 12 METAL STANDING SEAM ROOF (BLACK) 13 14 15 LIGHT FIXTURE - SEE ELECTRICAL 16 6" HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.2) 18 EXT GRADE DOOR W/ WEATHER SEAL19 1"x5-1/2" SIDING TRIM20 PREFINISHED METAL FASCIA (BLACK) VINYL WINDOWS (BLACK) ALUMINUM FRAMED WINDOW/DOOR SYSTEM, KYNAR FINISH: BLACK METAL CHIMNEY DECORATIVE CAP (BLACK) PAINTED TUBE STEEL COLUMN (BLACK) - SEE STRUCTURAL PAINTED TUBE STEEL VINE LATICE (BLACK) (DETAIL A-A4.4) EXTERIOR ELEVATIONS A3.1 1/4" = 1'-0"1 FRONT EXTERIOR ELEVATION 1/4" = 1'-0"2 LEFT EXTERIOR ELEVATION sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 2 A4.1 1 A4.22 A4.2 STORAGE 112' - 0" 93030 TYP. OF 3 4040 4040 4060 4060T 4060 4060T6060T 6060 6060 3050 1 3 2 7 16 7 16 8 13 13 13 13 9 TYP. OF 9 1912 18 6 5 TOP OF CHIMNEY WALL 135' - 0" B ACD 4 12 8 11 10 10 11 11 12 3 12 3 14 14 HEAVY TIMBER TRUSS RIDGE 14 14 VA R I E S 9' - 0 " TYP. OF 3 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 1 A4.1 STORAGE 112' - 0" 1 A4.3 3030 4040 4060 4060T 3030 TYP. OF 2 3030 TYP. OF 2 3050T 3050T 3050T 3050T 1 3 2 7 16 7 16 9 10 14 11 4 9 9 966 5 10 15 TOP OF CHIMNEY WALL 135' - 0" TOP OF CHIMNEY WALL 115' - 0" 1234 14 HEAVY TIMBER TRUSS RIDGE 11 14 14 11 GENERAL NOTES FINISH GRADING - SEE CIVIL SLOPE AWAY FROM BLDG WALLS AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (DAMPPROOF FDN WALL BELOW GRADE) SCALE: 1/4" = 1'-0" 2'4'0 8' 1.REFER TO PROJECT MANUAL FOR TRADE SPECIFIC NOTES. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 5.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 RECLAIMED WOOD SIDING (BARN) 11 12 METAL STANDING SEAM ROOF (BLACK) 13 14 15 LIGHT FIXTURE - SEE ELECTRICAL 16 6" HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.2) 18 EXT GRADE DOOR W/ WEATHER SEAL19 1"x5-1/2" SIDING TRIM20 PREFINISHED METAL FASCIA (BLACK) VINYL WINDOWS (BLACK) ALUMINUM FRAMED WINDOW/DOOR SYSTEM, KYNAR FINISH: BLACK METAL CHIMNEY DECORATIVE CAP (BLACK) PAINTED TUBE STEEL COLUMN (BLACK) - SEE STRUCTURAL PAINTED TUBE STEEL VINE LATICE (BLACK) (DETAIL A-A4.4) EXTERIOR ELEVATIONS A3.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 1/4" = 1'-0"1 REAR EXTERIOR ELEVATION 1/4" = 1'-0"2 RIGHT EXTERIOR ELEVATION LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" HEAVY TIMBER TRUSS RIDGE 132' - 6" T.O. LOW WALL 110' - 0" 2 A4.1 1 A4.2 2 A4.2 POOL FOYER RESTROOM ALCOVE GRAND FOYER FOYER RECREATION HEAVY TIMBER TRUSS LVL BEAMS - SEE STRUCT. PLANT SHELF PLANT SHELF WINDOW SEAT CEILING FAN 1 3 2 22 21 23 BA C D 3 2 22 23 6 7 16 14 1414 14 5 4 12 8 10 10 12 3 12 3 27 21 26 26 26 7 16 8 5 24 24 2929 29 29 A4.4 1 JACK TRUSS A4.4 2 A4.4 3 A4.4 4 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" T.O. LOW WALL 110' - 0" 1 A4.1 WOMEN MEN STORAGE 112' - 0" 1 A4.3 1 2 3 4 1 3 2 22 233 2 22 23 21 212121 18 8 9 9 7 16 4 11 10 5 15 8 26 2929 1 3 2 3 2 1414 A4.5 1 A4.5 1 SIM. GENERAL NOTES FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (DAMPPROOF FDN WALL BELOW GRADE) SCALE: 1/4" = 1'-0" 2'4'0 8' 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 5.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 6.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 RECLAIMED WOOD SIDING (BARN) 11 12 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT 13 14 15 LIGHT FIXTURE - SEE ELECTRICAL 16 6" HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.2) 18 EXT GRADE DOOR W/ WEATHER SEAL19 1"x5-1/2" SIDING TRIM20 PREFINISHED METAL FASCIA (BLACK) VINYL WINDOWS (BLACK) ALUMINUM FRAMED WINDOW/DOOR SYSTEM, KYNAR FINISH: BLACK METAL CHIMNEY DECORATIVE CAP (BLACK) PAINTED TUBE STEEL COLUMN (BLACK) - SEE STRUCTURAL PAINTED TUBE STEEL VINE LATICE (BLACK) (DETAIL A-A4.4) CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL21 STRUCTURAL FILL, OVER GEOGRID, OVER GEOFABRIC22 PERIMETER INSULATION (R-10, MIN.)23 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL24 FLOOR FRAMING AND SHEATHING - SEE STRUCTURAL25 3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF 4-1/2" RIGID INSULATION 26 HEAVY TIMBER DECORATIVE TRELLIS27 PREFINISHED METAL CHASE COVER (BLACK)28 PAINTED 1/2" TYPE 'X' CEILING GYP BOARD29 PAINTED 5/8" TYPE 'X' EXTERIOR GYP BOARD30 BATT INSULATION (R-38, 12 INCHES THICK)31 FINISH GRADING - SEE CIVIL SLOPE AWAY FROM BLDG WALLS AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. BUILDING SECTIONS A4.1 1/4" = 1'-0"1 BUILDING LONGITUDINAL SECTION 1/4" = 1'-0"2 BUILDING CROSS SECTION AT RESTROOMS sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 1 A4.1 EXERCISE LOUNGE GRAND FOYER VESTIBULE STORAGE 112' - 0" STORAGE 1 A4.3 WINDOWS COORDINATED WITH TRUSS BOTTOM CHORD ATTIC HEAVY TIMBER TRUSS12 3 4 7 16 7 5 15 20 9 426 426 1212 2424 28 29 29 29 29 30 1 3 2 22 233 2 22 23 1 9 5 5 22 22 21 21 21 25 132' - 6" COORDINATE TOP OF TRUSS RIDGE TO MATCH TOP OF 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSS 135' - 0" TOP OF CHIMNEY WALL A4.5 2 HEAVY TIMBER TRUSS RIDGE A4.5 3 9 WITH SPANDREL GLAZING A4.6 1 31 9 LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 1 A4.1 1 A4.3 RECREATION 1234 7 16 10 26 24 3 2 22 23 1 9 6 29 27 21 21 3 2 23 1 15 44 5 11 2 3 2 3 HEAVY TIMBER TRUSS RIDGE 1414 6 9 22 A4.5 4 A4.5 4 9 17 GENERAL NOTES FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (DAMPPROOF FDN WALL BELOW GRADE) SCALE: 1/4" = 1'-0" 2'4'0 8' 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 5.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 6.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 RECLAIMED WOOD SIDING (BARN) 11 12 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT 13 14 15 LIGHT FIXTURE - SEE ELECTRICAL 16 6" HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.2) 18 EXT GRADE DOOR W/ WEATHER SEAL19 1"x5-1/2" SIDING TRIM20 PREFINISHED METAL FASCIA (BLACK) VINYL WINDOWS (BLACK) ALUMINUM FRAMED WINDOW/DOOR SYSTEM, KYNAR FINISH: BLACK METAL CHIMNEY DECORATIVE CAP (BLACK) PAINTED TUBE STEEL COLUMN (BLACK) - SEE STRUCTURAL PAINTED TUBE STEEL VINE LATICE (BLACK) (DETAIL A-A4.4) CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL21 STRUCTURAL FILL, OVER GEOGRID, OVER GEOFABRIC22 PERIMETER INSULATION (R-10, MIN.)23 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL24 FLOOR FRAMING AND SHEATHING - SEE STRUCTURAL25 3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF 4-1/2" RIGID INSULATION 26 HEAVY TIMBER DECORATIVE TRELLIS27 PREFINISHED METAL CHASE COVER (BLACK)28 PAINTED 1/2" TYPE 'X' CEILING GYP BOARD29 PAINTED 5/8" TYPE 'X' EXTERIOR GYP BOARD30 BATT INSULATION (R-38, 12 INCHES THICK)31 FINISH GRADING - SEE CIVIL SLOPE AWAY FROM BLDG WALLS AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. BUILDING SECTIONS A4.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 1/4" = 1'-0"1 BUILDING CROSS SECTION 1/4" = 1'-0"2 BUILDING SECTION AT RECREATION LEVEL 1 100' - 0" T.O. HIGH WALL 121' - 0" 132' - 6" T.O. LOW WALL 110' - 0" 2 A4.1 1 A4.2 2 A4.2 STORAGE 112' - 0" STORAGE LEASING OFFICEVESTIBULE STANDARD TRUSS AP P R O X . 8 ' - 1 0 " 11 ' - 0 " BA C D 7 16 4 12 26 8 24 29 14 3 2 22 23 1 3 2 22 23 21 21 21 2929 258 9 18 6 9 1718 7 16 14 10 10 11 11 12 3 12 3 1 3 2 3 2 HEAVY TIMBER TRUSS RIDGE COORDINATE TOP OF TRUSS RIDGE TO MATCH TOP OF 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSS STANDING SEAM METAL CRICKET 1414 3 2 22 23 23 12 31 A4.6 2 MANUAL DISAPPEARING STAIRWAY (STORAGE ACCESS) OFFICE A4.6 3 GENERAL NOTES FOOTINGS - SEE STRUCTURAL FOUNDATION WALL - SEE STRUCTURAL (DAMPPROOF FDN WALL BELOW GRADE) SCALE: 1/4" = 1'-0" 2'4'0 8' 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 5.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 6.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. KEY NOTES: EXTERIOR ELEVATIONS 1 2 3 4 5 6 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT 7 VERTICAL SIDING (BOARD AND BATTEN) 8 HORIZONTAL LAP SIDING 9 MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL 10 RECLAIMED WOOD SIDING (BARN) 11 12 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT 13 14 15 LIGHT FIXTURE - SEE ELECTRICAL 16 6" HALF ROUND GALVANIZED PIPE GUTTER & DOWNSPOUT 17 METAL BUILDING SIGNAGE (SEE DETAIL 1-A8.2) 18 EXT GRADE DOOR W/ WEATHER SEAL19 1"x5-1/2" SIDING TRIM20 PREFINISHED METAL FASCIA (BLACK) VINYL WINDOWS (BLACK) ALUMINUM FRAMED WINDOW/DOOR SYSTEM, KYNAR FINISH: BLACK METAL CHIMNEY DECORATIVE CAP (BLACK) PAINTED TUBE STEEL COLUMN (BLACK) - SEE STRUCTURAL PAINTED TUBE STEEL VINE LATICE (BLACK) (DETAIL A-A4.4) CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL21 STRUCTURAL FILL, OVER GEOGRID, OVER GEOFABRIC22 PERIMETER INSULATION (R-10, MIN.)23 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL24 FLOOR FRAMING AND SHEATHING - SEE STRUCTURAL25 3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF 4-1/2" RIGID INSULATION 26 HEAVY TIMBER DECORATIVE TRELLIS27 PREFINISHED METAL CHASE COVER (BLACK)28 PAINTED 1/2" TYPE 'X' CEILING GYP BOARD29 PAINTED 5/8" TYPE 'X' EXTERIOR GYP BOARD30 BATT INSULATION (R-38, 12 INCHES THICK)31 FINISH GRADING - SEE CIVIL SLOPE AWAY FROM BLDG WALLS AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. BUILDING SECTIONS A4.3 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 1/4" = 1'-0"1 BUILDING SECTION AT STORAGE 1 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'A' - RESTROOMS FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL T.O. WALL = 110'-0" LEVEL 1 = 100'-0" 10 ' - 0 " PERIMETER INSULATION (R-10, MIN.) R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC 2'-0" ICE & WATER SHIELD PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" RECLAIMED WOOD SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT A8.2 15 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION A8.1 13 SIM. A 2 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'B' - GRAND FOYER B A8.2 10 T.O. WALL = 110'-0" LEVEL 1 = 100'-0" 10 ' - 0 " 11 ' - 0 " T.O. WALL = 121'-0" HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD HEAVY TIMBER TRUSSES AND ROOF FRAMING - SEE STRUCTURAL METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL WOOD BEAM - SEE STRUCT. T.O. WALL = 110'-0" LEVEL 1 = 100'-0" 10 ' - 0 " 11 ' - 0 " T.O. WALL = 121'-0" C 2'-0" ICE & WATER SHIELD A8.2 10 WOOD BEAM - SEE STRUCT. R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD HEAVY TIMBER TRUSSES AND ROOF FRAMING - SEE STRUCTURAL VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT 3 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'C' - GRAND FOYER D 10 ' - 0 " 2' - 6 " 36 " M I N . F R O S T D E P T H 6" T.O. WALL = 110'-0" LEVEL 1 = 100'-0" T.O. FOOTING = 97'-6" A8.2 13 FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL HORIZONTAL LAP SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT PERIMETER INSULATION (R-10, MIN.) R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD ROOF FRAMING AND DECK - SEE STRUCTURAL METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL METAL CHIMNEY DECORATIVE CAP (BEYOND) COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION MANUFACTURED STONE VENEER (BEYOND), SEE ELEVATION SLOPE 4 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'D' - RECREATION PAINTED TUBE STEEL VINE LATICE - SEE STRUCTURAL COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION A8.1 18 A8.1 18 HEAVY TIMBER DECORATIVE TRELLIS - SEE INTERIOR ELEVATIONS LIGHT FIXTURES - SEE ELECTRICAL 9' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 2' - 0 " 6" 9'-0" 2'-0"2'-0"2'-0"6"2'-0"6" A SCALE: 1/2" = 1'-0" PAINTED TUBE STEEL VINE LATICE PAINTED, GALVANIZED 3x2x1/4 TUBE STEEL FRAME FINISH GRADE 1/4" CLOSURE PLATE AT OPEN ENDS, TYP. 6" 5/8"x4-1/2" LAG BOLTS & WASHERS 1/4" THICK GALV. PLATE STEEL BRACKETS, 3"x3"x4-1/2" 3" 3" 3" 3" 1/4 TYP. 2x6 STUDS @ 16" O.C. WALL SECTIONS A4.4 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 GENERAL NOTES 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 4.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 5.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. 1 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID '2' - RESTROOMS FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL LEVEL 1 = 100'-0" PERIMETER INSULATION (R-10, MIN.) R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" RECLAIMED WOOD SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING A8.2 16 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION A8.1 13 2 CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 1 2 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID '1' - EXERCISE FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL LEVEL 1 = 100'-0" PERIMETER INSULATION (R-10, MIN.) STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" A8.1 13 CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 21 ' - 0 " HEAVY TIMBER TRUSS RIDGE = 132'-6" T.O. WALL (BEYOND) = 121'-0" 11 ' - 6 " A8.2 11 VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING VINYL WINDOWS, TYPICAL R-21 BATT INSULATION STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD HEAVY TIMBER TRUSS - SEE STRUCTURAL 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSSES 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 2'-0" ICE & WATER SHIELD A8.1 4 A8.1 2 A8.1 2 A8.1 4 A8.1 2 A8.1 4 FOOTING - SEE STRUCTURAL LEVEL 1 = 100'-0" STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC 21 ' - 0 " STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD HEAVY TIMBER TRUSS - SEE STRUCTURAL T.O. WALL (BEYOND) = 121'-0" CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 2x6 STUDS @ 16" O.C. - SEE STRUCT. GAS FIREPLACE - SEE MECHANICAL (COORDINATE FRAMING CLEARANCES WITH MFR AND PROVIDE METAL STUDS AS REQ'D) WOOD MANTEL - SEE INTERIOR ELEVATIONS MANUFACTURED STONE VENEER OVER (2) LAYERS OF WEATHER BARRIER OVER EXTERIOR SHEATHING HEAVY TIMBER TRUSS - SEE STRUCTURAL PAINTED 1/2" GYP BD 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSSES 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION A8.2 5 A8.2 7 A8.2 5 A8.2 7 MANUFACTURED STONE VENEER OVER (2) LAYERS OF WEATHER BARRIER OVER EXTERIOR SHEATHING PREFINISHED METAL CHASE COVER METAL CHIMNEY DECORATIVE CAP T.O. CHIMNEY WALL = 135'-0" 14 ' - 0 " HEAVY TIMBER TRUSS RIDGE LIGHT FIXTURES - SEE ELECTRICAL 3 SCALE: 1/2" = 1'-0" WALL SECTION @ CHIMNEY 4 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID '3' - RECREATION FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL LEVEL 1 = 100'-0" PERIMETER INSULATION (R-10, MIN.) R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC PAINTED 1/2" GYP BD 2x6 ROOF FRAMING ABOVE HEAVY TIMBER FRAMING SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" VINYL WINDOWS, TYPICAL A8.2 14 METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION A8.1 13 3 CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL HORIZONTAL LAP SIDING OVER WEATHER BARRIER OVER EXTERIOR SHEATHING A8.1 2 HEAVY TIMBER FRAMING - SEE STRUCTURAL CABINETS - SEE INTERIOR ELEVATIONS EXTERIOR SHEATHING - SEE STRUCT. WALL SECTIONS A4.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 GENERAL NOTES 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 4.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 5.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. 3 4 SLOPE 2' - 6 " 36 " M I N . F R O S T D E P T H 12 ' - 0 " 11 ' - 6 " 2'-0" ICE & WATER SHIELD FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL LEVEL 1 = 100'-0" STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL T.O. FOOTING = 97'-6" HEAVY TIMBER TRUSS RIDGE = 132'-6" VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING VINYL WINDOWS, TYPICAL 21 ' - 0 " 9' - 0 " ALUMINUM FRAMED WINDOW/DOOR SYSTEM CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXT SHEATHING (BEYOND) METAL BUILDING SIGNAGE HEAVY TIMBER TRUSS - SEE STRUCTURAL PAINTED 1/2" GYP BD 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSSES PAINTED 1/2" GYP BD FLOOR FRAMING - SEE STRUCTURAL R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. VAPOR BARRIER 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 1 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID '4' - VESTIBULE COORDINATE TOP OF TRUSS RIDGE TO MATCH TOP OF 2x6 ROOF FRAMING ABOVE HEAVY TIMBER TRUSS A8.2 11 SIM. PERIMETER INSULATION (R-10, MIN.) LIGHT FIXTURES - SEE ELECTRICAL 2'-0" ICE & WATER SHIELD 2 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'B' - VESTIBULE B A8.2 10 STORAGE = 112'-0" LEVEL 1 = 100'-0" 12 ' - 0 " 9' - 0 " T.O. WALL = 121'-0" HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL METAL STANDING SEAM ROOF (BEYOND) CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION FOUNDATION WALL - SEE STRUCTURAL FOOTING - SEE STRUCTURAL STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" SIM. STORAGE = 112'-0" T.O. WALL = 121'-0" RECLAIMED WOOD SIDING (BEYOND) FLOOR SHEATHING R-38 BATT INSULATION FLOOR SHEATHING R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD FLOOR FRAMING - SEE STRUCTURAL VINYL WINDOWS, TYPICAL PERIMETER INSULATION (R-10, MIN.) C PAINTED 1/2" EXTERIOR GYP BD A8.1 2 A8.1 4 SIM. A8.1 2 A8.1 4 2'-0" ICE & WATER SHIELD A8.2 10 SIM. VERTICAL SIDING (BOARD AND BATTEN) OVER WEATHER BARRIER OVER EXTERIOR SHEATHING METAL STANDING SEAM ROOF (BEYOND) STORAGE = 112'-0" LEVEL 1 = 100'-0" 12 ' - 0 " 9' - 0 " T.O. WALL = 121'-0" PERIMETER INSULATION (R-10, MIN.) FOOTING - SEE STRUCTURAL STRUCTURAL FILL - SEE STRUCTURAL LAYER OF GEOGRID OVER LAYER OF GEOFABRIC T.O. FOOTING = 97'-6" 2' - 6 " 36 " M I N . F R O S T D E P T H 6" FOUNDATION WALL - SEE STRUCTURAL CONCRETE SLAB OVER VAPOR BARRIER - SEE STRUCTURAL A8.1 2 A8.1 4 R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD FLOOR FRAMING - SEE STRUCTURAL VINYL WINDOWS, TYPICAL R-21 BATT INSULATION 2x6 STUD WALL - SEE STRUCT. PAINTED 1/2" TYPE 'X' GYP BD OVER VAPOR BARRIER PAINTED 1/2" GYP BD ROOF TRUSSES AND ROOF DECK - SEE STRUCTURAL FLOOR SHEATHING 3 SCALE: 1/2" = 1'-0" WALL SECTION @ GRID 'C' - VESTIBULE HALF ROUND GALV. PIPE GUTTER & DOWNSPOUT 30-YEAR ARCHITECTURAL ASPHALT SHINGLES OVER (2) LAYERS 15# ROOF FELT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION SLOPE FINISH GRADE AWAY FROM BLDG - SEE CIVIL SLOPE PAINTED TUBE STEEL COLUMN - SEE STRUCTURAL FOOTING - SEE STRUCTURAL 4" CONCRETE SLAB ON GRADE OVER 4" FREE DRAINING GRANULAR FILL A8.1 18 SLOPE A8.1 13 A8.1 13 A8.1 13 SIM. ROOF BEAM AND FRAMING - SEE STRUCTURAL PAINTED 2x6 ROOF FRAMING AND SHEATHING - SEE STRUCTURAL PREFINISHED MTL FASCIA OVER 2x6 FASCIA BOARD 3-1/2" COMPOSITE PLYWOOD NAILBASE INSULATION METAL STANDING SEAM ROOF OVER CONT. WATERPROOFING UNDERLAYMENT HORIZONTAL LAP SIDING (BEYOND) PAINTED 1/2" TYPE 'X' GYP BD (BOTH SIDES) T.O. COLUMN = 108'-6" 2x6 STUD @ 16" O.C. WALL SECTIONS A4.6 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 GENERAL NOTES 1.REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS. 2.ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. 3.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. 4.GENERAL CONTRACTOR TO HOLD PRE-CONSTRUCTION MEETING(S) WITH OWNER AND EACH SUBCONTRACTOR TO SELECT EXACT PRODUCT, FIXTURE, FINISH, STYLE AND FINAL LOCATION. CONTRACTOR TO SUBMIT PHYSICAL SAMPLE TO OWNER OF EACH PRODUCT PRIOR TO PURCHASE. 5.ALL CONCEALED SPACES SHALL BE FIRE BLOCKED AND DRAFT STOPPED. WINDOW SCHEDULE MARK TYPE COUNT SIZE GLAZING TYPE FRAME DETAILS COMMENTSWIDTHHEIGHTMATERIALFINISHSILLHEADJAMB MARK COUNT DOOR DESCRIPTION FIRE RATING HARDWARE SET (SEE SPECIFICATIONS) SIZE MATERIAL FINISHWIDTHHEIGHT # 3080 2 3' - 0"8' - 0" # THICKNESS TYPEGLAZING TYPE DOOR SCHEDULE SWING PARTIAL 1' - 0 " SEE SCHED. BIRKDALE 3-PANEL SMOOTH (JELD-WEN)EXTERIOR ENTRY SE E D O O R S C H E D U L E SEE SCHED. 1-PANEL STYLE U-FACTOR: 0.16 SHGC: 0.01 A B 1" COATED / TINTED, LOW-E 272, INSULATED, TEMPERED GLASS SCHEDULE 1" COATED / TINTED, LOW-E 272, INSULATED 3030 3' - 0 " U-FACTOR: 0.31 SHGC: 0.34 3'-0" A 3030 16 3' - 0"3' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW 4' - 0 " 4'-0" 4040 U-FACTOR: 0.31 SHGC: 0.34 A 4040 4' - 0"4' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW 6' - 0 " 4'-0" 6' - 0 " 6'-0" 4060 U-FACTOR: 0.31 SHGC: 0.37 6060 U-FACTOR: 0.30 SHGC: 0.36 4060 4' - 0"6' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW 6060 6' - 0"6' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW 4 4 2 5' - 0 " 3'-0" 3050 U-FACTOR: 0.31 SHGC: 0.37 A A A 3050 3' - 0"5' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW6 FIXED WINDOW, TEMPERED3' - 0"5' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.13050T4 5' - 0 " 3'-0" 3050T U-FACTOR: 0.31 SHGC: 0.37 B 4' - 0 " 4'-0" 4040i C 6' - 0 " 4'-0" 4060i C C 1/4" CLEAR GLASS 4040i 4060i 2 2 4' - 0"4' - 0" 4' - 0"6' - 0" 1/4" CLEAR 1/4" CLEAR BLACKVINYL BLACKVINYL FIXED WINDOW, INSIDE FIXED WINDOW, INSIDE 6' - 0 " 4'-0" 4060T U-FACTOR: 0.31 SHGC: 0.36 B 6' - 0 " 6'-0" 6060T U-FACTOR: 0.30 SHGC: 0.36 B 6060T 6' - 0"6' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW, TEMPERED1 4060T 4' - 0"6' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW, TEMPERED4 1-3/4"SOLID CORE WOOD SWING PAINTED RESTROOM 3080G 3 3' - 0"8' - 0"1-3/4"SOLID CORE WOOD FULL VIEW PAINTED OFFICECLEAR, TEMPERED FULL VIEW SE E D O O R S C H E D U L E SEE SCHED. D 1/4" CLEAR GLASS, TEMPERED D 3080X 1 3' - 0"8' - 0"1-3/4"SOLID CORE WOOD SWING PAINTED MAIL ROOM 3080M 3' - 0"8' - 0"1-3/4"SOLID CORE WOOD SWING PAINTED MECHANICAL ROOM1 3068M 3' - 0"6' - 8"1-3/4"SOLID CORE WOOD SWING PAINTED MECHANICAL ROOM1 2468 2' - 4"6' - 8"1-3/4"1 SOLID CORE WOOD SWING PAINTED JANITOR ROOM 2668 2' - 6"6' - 8"1-3/4"3 SOLID CORE WOOD SWING PARTIAL PAINTED RESTROOM STALL 3068 3' - 0"6' - 8"1-3/4"2 SOLID CORE WOOD SWING PARTIAL PAINTED RESTROOM STALL 3080E 1 3' - 0"6' - 8"1-3/4"GALV. STEEL EXTERIOR ENTRY MAIL ROOM 6080DBL 1 3' - 0" (PAIR)8' - 0"1-3/4"GALV. STEEL EXTERIOR ENTRY POOL EQUIPMENT 3080GE 1 3' - 0"1-3/4"8' - 0"ALUMINUMINSULATED LOW-E ALUM. ENTRY KYNAR, BLACK POOL FOYER 5317 5305 1 3' - 0" (PAIR)8' - 0"1-3/4"INSULATED LOW-E ALUMINUM ALUM. ENTRY KYNAR, BLACK VESTIBULE 1 3' - 0" (PAIR)8' - 0"1-3/4"CLEAR, TEMPERED ALUMINUM ALUM. VESTIBULE KYNAR, BLACK VESTIBULE ALUM. ENTRY SE E D O O R S C H E D U L E SEE SCHED. 10 " 10 " B ALUM. VESTIBULE SE E D O O R S C H E D U L E SEE SCHED. 10 " D ENTRY FRAME VESTIBULE FRAME B B A AA C DD C C 11 ' - 0 " 10'-0" SEE DOOR TYPES SEE DOOR TYPES SEE DOOR TYPES SEE DOOR TYPES 2" 7' - 1 0 " 2' - 8 " 2" 2" 2"1'-8"2"6'-0"2"1'-8"2" 11 ' - 0 " 10'-0" 2" 7' - 1 0 " 2' - 8 " 2" 2" 2"1'-8"2"6'-0"2"1'-8"2" ALUMINUM STOREFRONT KYNAR, BLACK ALUMINUM STOREFRONT KYNAR, BLACK 8' - 0 " 2" 2"3'-0"2" 8' - 2 " 3'-4" POOL FOYER FRAME ALUMINUM STOREFRONT KYNAR, BLACK SEE DOOR TYPES 3080A 1 3' - 0"8' - 0"1-3/4"SOLID CORE WOOD FULL VIEW PAINTED EXERCISECLEAR, TEMPERED 3030S 2 3' - 0"3' - 0"BLACKVINYLINSULATED SPANDREL 8-A8.1 AND 12-A8.1 FIXED WINDOW 3030T 3' - 0 " U-FACTOR: 0.31 SHGC: 0.34 3'-0" B E 1" COATED / TINTED, LOW-E 272, INSULATED SPANDREL GLASS INTERIOR WINDOWSINTERIOR WINDOWS PAINTED PAINTED 3030i 3' - 0 " U-FACTOR: 0.31 SHGC: 0.34 DIAMOND MULLION PATTERN 3'-0" D SWING SE E D O O R S C H E D U L E SEE SCHED. BIRKDALE 3-PANEL SMOOTH (JELD-WEN) 8' - 0 " O P E N I N G 6' - 8 " D O O R 4" OPEN BELOW 3030i 2 3' - 0"3' - 0"BLACKVINYL1/4" CLEAR FIXED WINDOW, TEMPERED OPEN ABOVE HARDWARE SET: 13 HARDWARE SET: 14 HARDWARE SET: 14 HARDWARE SET: 01 HARDWARE SET: 16 HARDWARE SET: 10 HARDWARE SET: 15 HARDWARE SET: 11 HARDWARE SET: 12 HARDWARE SET: 13 HARDWARE SET: 02 HARDWARE SET: AL-02 HARDWARE SET: AL-10 HARDWARE SET: AL-01 3030S 3' - 0 " U-FACTOR: 0.31 SHGC: 0.33 3'-0" E 3030T 1 3' - 0"3' - 0"BLACKVINYLINSULATED LOW-E 8-A8.1 AND 12-A8.1 FIXED WINDOW DOOR AND WINDOW SCHEDULES A5.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 W1 INTERIOR WALL - EXERCISE INTERIOR WALL - 2x4 W2 W3 W4 W5 PAINTED 1/2" GYP. BD. PAINTED 1/2" GYP. BD. 2x6 STUD WALL @ 16" O.C. INTERIOR WALL - 2x6W6 INTERIOR WALL - 2X6 W/ SHEATHINGW9 EXTERIOR WALL - TYPICAL PAINTED 1/2" GYP. BD. WEATHER BARRIER(S) EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION EXTERIOR FINISH AS PER ELEVATIONS EX T E R I O R VAPOR RETARDER INTERIOR EXTERIOR WALL - EXERCISE PAINTED 1/2" GYP. BD. WEATHER BARRIER(S) EXT. SHEATHING - SEE STRUCT. LVL STUD WALL - SEE STRUCT. BATT INSULATION EXT. FINISH AS PER ELEVATIONS EX T E R I O R VAPOR RETARDER INTERIOR PAINTED 1/2" GYP. BD. 2x4 STUD WALL @ 16" O.C. INTERIOR PAINTED 1/2" GYP. BD. EXT. SHEATHING - SEE STRUCT. LVL STUD WALL - SEE STRUCT. BATT INSULATION INTERIOR PAINTED 1/2" GYP. BD. EXERCISE PAINTED 1/2" GYP. BD. INTERIOR WALL - 2x4 W/ INSULATION PAINTED 1/2" GYP. BD. 2x4 STUD WALL @ 16" O.C. BATT INSULATION INTERIOR PAINTED 1/2" GYP. BD. INTERIOR INTERIOR PAINTED 1/2" GYP. BD. PAINTED 1/2" GYP. BD. 2x6 STUD WALL @ 16" O.C. INTERIOR WALL - 2x6 W/ INSULATIONW7 BATT INSULATION (2) LAYERS OF WEATHER BARRIER 7/16" EXTERIOR SHEATHING 2x6 OR 1-3/4"x5-1/2" LVL STUD WALL @ 16" O.C. (COORDINATE FRAMING CLEARANCES WITH MFR AND PROVIDE METAL STUDS AS REQ'D) MFR'D STONE VENEER OVER MORTAR SETTING BED OVER SCRATCH COAT OVER METAL LATH IN T E R I O R FIREPLACE CHASE W8 FIREPLACE WALL PAINTED 1/2" GYP. BD. EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL @ 16" O.C. BATT INSULATION VESTIBULE PAINTED 1/2" GYP. BD. OFFICE INTERIOR WALL - PLUMBING WALLW10 1 2" 1'-8" (COORDINATE WITH BACK-TO-BACK CARRIER SUPPORT) 1 2"51 2"7" (VERIFY)51 2"1 2"1 2" 1/2" TILE BACKING PANEL, TYPICAL BEHIND ALL TILE LOCATIONS 2x6 STUD WALL @ 16" O.C. (STAGGER STUDS OF ADJACENT WALL) BATT INSULATION WALL TILE - SEE INTERIOR ELEVATIONS WALL TYPES A5.5 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 5 POOL FOYER, LINENS, RESTROOM DESIGN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS4RECREATION DESIGN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS 2 KITCHENETTE DESIGN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS1VESTIBULE, GRAND FOYER, OFFICES DESIGN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS 3 LOUNGE DESIGN FINISHES SEE DRAWINGS AND SPECIFICATIONS FOR EXACT REQUIREMENTS A7.0 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 FINISHES FINISHED AND PAINTED GYP. BOARD TILE TYPE 1; 12x24 HORIZONTAL GLAZED CERAMIC WALL TILE, RUNNING BOND: DALTILE FLORENTINE, CARRARA FL06 TILE TYPE 2; 3X6 GLASS TILE: METRO, BY OLD WORLD STONE IMPORTS: COLOR 'A' @ WOMEN'S: ARTIC COLOR 'B' @ MEN'S: FLINT WALL COVERING: KOROSEAL ORLEANS, COLOR: R921-71 TROUSSEAUX F1 F2 F3 F4 ACCESSORIES & FIXTURES ADA GRAB BARS; 18", 36", 42" SHOWER ROD SHOWER CURTAIN; WHITE, OPAQUE DOUBLE TIER METAL LOCKERS (WITH SLOPED TOP) ON TILE BENCH (DETAIL 4-A9.1) A1 A2 A3 A4 A5 DOOR & WINDOW TRIM/CASING, MDF, NOMINAL, 4" HEAD & SILL, 3" CASING, BUTT JOINTS, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITEF5 BASEBOARD; MDF, 6" NOMINAL, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITE F6 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE WITH BENCH, GRAB BARS AND SHOWER WAND (FREEDOM SHOWERS MODEL APFQ6233BF-F75, OR EQUAL). SEE DETAIL 4-A0.2. A6 FOLDING SEAT, WALL MOUNTED, ADA COMPLIANT. A7 PLUMBING FIXTURE; TOILET A8 PLUMBING FIXTURE; UNDERMOUNT SINK A9 BATH TISSUE DISPENSER; DOUBLE ROLL A10 TOILET SEAT COVER DISPENSER A11 SANITARY NAPKIN DISPOSAL A12 SOAP DISPENSERA13 PAPER TOWEL DISPENSERA14 MIRRORA15 MOP AND BROOM HOLDER QUARTZ COUNTERTOP, RESTROOMS (3/4", 2CM) W/ RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C. PLUMBING FIXTURE; TOILET (ADA HEIGHT) A16 A17 BABY CHANGING STATION, WALL MOUNTED A18 NOTE: CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. SANITARY NAPKIN DISPENSER A19 6" RESILIENT BASE; ROPPE CONTOURS PROFILE SHAPE PV6065 COLOR: 170 WHITE F7 TRASH CAN (O.F.O.I.)A20 DRINKING FOUNTAIN; STAINLESS STEEL WITH BOTTLE FILLER, ADA COMPLIANT (BASIS-OF-DESIGN PRODUCT: ELKAY LZSTL8WSSP)A21 A22 PLUMBING FIXTURE; URINAL A23 WALL HOOKS MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL F8 F9 60"Wx6"Hx8"D WOOD MANTEL (STAIN TO MATCH TIMBER STRUCTURE) W/ AKSEL HD 58" MANTEL BRACKET F10 QUARTZ COUNTERTOP, (3/4", 2CM) COLOR: DALTILE ONE QUARTZ, LUMINESCE NQ75 F11 NOTE: PROVIDE BLACK POWDER COATED ALUMINUM SCHLUTER AT TILE OUTSIDE CORNERS (RONDEC), INSIDE CORNERS (DILEX), AND EDGES (SCHIENE); NO EXPOSED TILE EDGES. RECLAIMED WOOD SIDINGF12 SHIP LAP, PAINTEDF13 SHAKER STYLE CABINETS; PAINTED, COLOR: LIGHT GREYF14 TIMBER STRUCTURE, STAINEDF15 2" THICK x 14" DEEP SOLID WOOD SHELVING (PAINTED, SW 7566 WESTHIGHLAND WHITE) W/ AKSEL HD 70"-78" BRACKET A24 RESTROOM SIGNAGE (SEE DETAIL 2-A8.2) A25 INSULATION JACKET ON HOT WATER AND DRAIN LINE UNDER SINK, TYPICAL AT ALL EXPOSED PIPES AT SINKS PAINT SCHEDULE GYPSUM BOARD WALLS:SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS:SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK TILE TYPE 3; 3x6 PORCELAIN, WHITE W/ GRAY VEINING, HERRINGBONEF16 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. SHEET NOTES 1.REFER TO SHEET A0.2 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. TILE TYPE 4; FLOOR TILE ON BUILT-IN BENCH @ LOCKERS (SEE FLOOR PLAN FOR TILE SPECIFICATION) F17 2" THICK x 14" DEEP SOLID WOOD SHELVING (STAIN TO MATCH TIMBER STRUCTURE) W/ ASKEL HD 34"-46" BRACKET F18 SHAKER STYLE CABINETS; PAINTED, COLOR: BLUE-GRAYF19 SHAKER STYLE CABINETS; STAINEDTO MATCH TIMBER STRUCTUREF20 SHAKER STYLE SHUTTERS; STAINED TO MATCH TIMBER STRUCTUREF21 INTERIOR ELEVATIONS: FINISHES OVERVIEW Accent tile behind sink counter 72" dia. fan blade stained to match timber structure quartz stained to match timber structure F3 'A' F3 'B' F15 F2 F3 A1 F8 F8 F10 F10 F16F11 F21 F9 F15 F14 F19F20 F20 V V C T2 T2 V T1 E V T3 T1 A T4 F11 F4 quartz matte black - wall covering: foyer 3030i 10 ' - 0 " C E I L I N G A15 F1 A13 A14 A19 A17A20 F3 A3 A3 A4 A1 F2 6'-3" A9.1 1 A9.1 2 1'-5"3'-5"1'-5" 1'-0" A25 TYP. BENCH (20" MIN.) 1' - 6 " MA X . 2' - 6 " 2' - 6 " 7' - 0 " OP E N I N G A4 A15 'A' 6' - 0 " 10 ' - 0 " F1 A12 F2 6' - 0 " TY P . 10 ' - 0 " WOMEN F1 A1 F2 10 ' - 0 " C E I L I N G 1'-0" BENCH (20" MIN.) 1' - 6 " MA X BE N C H HE I G H T 2' - 6 " 2' - 6 " TYP. F5 10 ' - 0 " C E I L I N G F1 A1 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1' - 6 " MA X . BE N C H HE I G H T 2' - 6 " 2' - 6 " F17 10 ' - 0 " F2 A3 A4 A5 A6 10 ' - 0 " F2 A23 10 ' - 0 " F2 A3 A4 A5 A67' - 0 " OP E N I N G 10 ' - 0 " F2 A3 A4 A5 A6 A9.1 5 DOOR PER SCHEDULE 10 ' - 0 " F1 F2 A2 A9 A11 F5 6' - 0 " 10 ' - 0 " F1 F2 6' - 0 " 10 ' - 0 " F1 F3 A10 A2 A9 A8 A23 'A' 6' - 0 " 10 ' - 0 " F1 F2 A2 A9 A11 DOOR PER SCHEDULE 10 ' - 0 " F1 A11 F5 6' - 0 " 10 ' - 0 " F1 F2 A7 A9 A11 F1 F3 A7 A10 A9 'A' 6' - 0 " 10 ' - 0 " F1 F2 A7 10 ' - 0 " DOOR PER SCHEDULE F1 F3 WOMEN A24 6' - 0 " 'A' F5 8' - 0 " 10 ' - 0 " F1 F7 OPENING 6' - 0 " DOOR PER SCHEDULE A21 F3 F1 MEN A24 10 ' - 0 " 'B' F5 F1 A21F2 10 ' - 0 " 6' - 0 " F3 'B''A' F3 F5 10 ' - 0 " 6' - 0 " F1 A1 F2 F3 BENCH (20" MIN.) 1' - 6 " MA X . 2' - 6 " 2' - 6 " 1'-0" A22 F2 'B' TYP. F5 F1 F2 A19 10 ' - 0 " 6' - 0 " 7' - 0 " OP E N I N G 6' - 0 " 10 ' - 0 " F1 A1 F2 A4 A3A3 A4 A15 A15 A14 A25 A9.1 1 A9.1 2 A13 A17A20 A19 TYP. BENCH (20" MIN.) 1' - 6 " MA X . BE N C H HE I G H T 2' - 6 " 2' - 6 " 1'-0" 6'-3" 1'-5"3'-5"1'-5" F3 'B' 10 ' - 0 " F1 A1 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" HE I G H T F17 1' - 6 " MA X . BE N C H HE I G H T 2' - 6 " 2' - 6 " F3 F1 A2 A8 10 ' - 0 " 6' - 0 " A10 A23 'B' F2 F1 6' - 0 " 10 ' - 0 " 10 ' - 0 " 6' - 0 " F2 F1 A2 A9 F5 10 ' - 0 " 6' - 0 " F2 F1 A2 A9 A8 10 ' - 0 " 6' - 0 " F1 F3 A8 A10 'B' 10 ' - 0 " 6' - 0 " TY P . F1 F2 A7 10 ' - 0 " F1 F5 10 ' - 0 " 6' - 0 " F1 F2 A9 10 ' - 0 " 7' - 0 " OP E N I N G F2 A5 A6 A3 A4 F2 A3 A4 A6 A5 10 ' - 0 " A9.1 5 10 ' - 0 " F2 A4 A3 A5 F2 A23 10 ' - 0 " 4' - 0 " F1 F2 F1 F5 F1 F2 A16 F1 F2 A16 INTERIOR ELEVATIONS A7.1 1/4" = 1'-0"1 WOMEN'S - NORTH 1/4" = 1'-0"2 WOMEN'S ROOM - EAST 1/4" = 1'-0"3 WOMEN'S - SOUTH 1/4" = 1'-0"4 WOMEN'S - WEST 1/4" = 1'-0"5 WOMEN'S SHOWER ROOM - NORTH 1/4" = 1'-0"6 WOMEN'S SHOWER ROOM - EAST 1/4" = 1'-0"7 WOMEN'S SHOWER ROOM - SOUTH 1/4" = 1'-0"8 WOMEN'S SHOWER ROOM - WEST 1/4" = 1'-0"9 WOMEN'S ADA STALL - NORTH 1/4" = 1'-0"10 WOMEN'S ADA STALL - EAST 1/4" = 1'-0"11 WOMEN'S ADA STALL - SOUTH 1/4" = 1'-0"12 WOMEN'S ADA STALL - WEST 1/4" = 1'-0"13 WOMEN'S WATER CLOSET - NORTH 1/4" = 1'-0"14 WOMEN'S WATER CLOSET - EAST 1/4" = 1'-0"15 WOMEN'S WATER CLOSET - SOUTH 1/4" = 1'-0"16 WOMEN'S WATER CLOSET - WEST 1/4" = 1'-0"17 RESTROOM ALCOVE - NORTH 1/4" = 1'-0"18 RESTROOM ALCOVE - EAST 1/4" = 1'-0"19 RESTROOM ALCOVE - SOUTH 1/4" = 1'-0"20 RESTROOM ALCOVE - WEST 1/4" = 1'-0"21 MEN'S - NORTH 1/4" = 1'-0"22 MEN'S - EAST 1/4" = 1'-0"23 MEN'S - SOUTH 1/4" = 1'-0"24 MEN'S - WEST 1/4" = 1'-0"25 MEN'S ADA STALL - NORTH 1/4" = 1'-0"26 MEN'S ADA STALL -EAST 1/4" = 1'-0"27 MEN'S ADA STALL - SOUTH 1/4" = 1'-0"28 MEN'S ADA STALL - WEST 1/4" = 1'-0"29 MEN'S STALL - NORTH 1/4" = 1'-0"30 MEN'S STALL - EAST 1/4" = 1'-0"31 MEN'S STALL - SOUTH 1/4" = 1'-0"32 MEN'S STALL - WEST 1/4" = 1'-0"33 MEN'S SHOWER - NORTH 1/4" = 1'-0"34 MEN'S SHOWER - EAST 1/4" = 1'-0"35 MEN'S SHOWER - SOUTH 1/4" = 1'-0"36 MEN'S SHOWER - WEST sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 FINISHES FINISHED AND PAINTED GYP. BOARD TILE TYPE 1; 12x24 HORIZONTAL GLAZED CERAMIC WALL TILE, RUNNING BOND: DALTILE FLORENTINE, CARRARA FL06 TILE TYPE 2; 3X6 GLASS TILE: METRO, BY OLD WORLD STONE IMPORTS: COLOR 'A' @ WOMEN'S: ARTIC COLOR 'B' @ MEN'S: FLINT WALL COVERING: KOROSEAL ORLEANS, COLOR: R921-71 TROUSSEAUX F1 F2 F3 F4 ACCESSORIES & FIXTURES ADA GRAB BARS; 18", 36", 42" SHOWER ROD SHOWER CURTAIN; WHITE, OPAQUE DOUBLE TIER METAL LOCKERS (WITH SLOPED TOP) ON TILE BENCH (DETAIL 4-A9.1) A1 A2 A3 A4 A5 DOOR & WINDOW TRIM/CASING, MDF, NOMINAL, 4" HEAD & SILL, 3" CASING, BUTT JOINTS, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITEF5 BASEBOARD; MDF, 6" NOMINAL, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITE F6 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE WITH BENCH, GRAB BARS AND SHOWER WAND (FREEDOM SHOWERS MODEL APFQ6233BF-F75, OR EQUAL). SEE DETAIL 4-A0.2. A6 FOLDING SEAT, WALL MOUNTED, ADA COMPLIANT. A7 PLUMBING FIXTURE; TOILET A8 PLUMBING FIXTURE; UNDERMOUNT SINK A9 BATH TISSUE DISPENSER; DOUBLE ROLL A10 TOILET SEAT COVER DISPENSER A11 SANITARY NAPKIN DISPOSAL A12 SOAP DISPENSERA13 PAPER TOWEL DISPENSERA14 MIRRORA15 MOP AND BROOM HOLDER QUARTZ COUNTERTOP, RESTROOMS (3/4", 2CM) W/ RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C. PLUMBING FIXTURE; TOILET (ADA HEIGHT) A16 A17 BABY CHANGING STATION, WALL MOUNTED A18 NOTE: CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. SANITARY NAPKIN DISPENSER A19 6" RESILIENT BASE; ROPPE CONTOURS PROFILE SHAPE PV6065 COLOR: 170 WHITE F7 TRASH CAN (O.F.O.I.)A20 DRINKING FOUNTAIN; STAINLESS STEEL WITH BOTTLE FILLER, ADA COMPLIANT (BASIS-OF-DESIGN PRODUCT: ELKAY LZSTL8WSSP)A21 A22 PLUMBING FIXTURE; URINAL A23 WALL HOOKS MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL F8 F9 60"Wx6"Hx8"D WOOD MANTEL (STAIN TO MATCH TIMBER STRUCTURE) W/ AKSEL HD 58" MANTEL BRACKET F10 QUARTZ COUNTERTOP, (3/4", 2CM) COLOR: DALTILE ONE QUARTZ, LUMINESCE NQ75 F11 NOTE: PROVIDE BLACK POWDER COATED ALUMINUM SCHLUTER AT TILE OUTSIDE CORNERS (RONDEC), INSIDE CORNERS (DILEX), AND EDGES (SCHIENE); NO EXPOSED TILE EDGES. RECLAIMED WOOD SIDINGF12 SHIP LAP, PAINTEDF13 SHAKER STYLE CABINETS; PAINTED, COLOR: LIGHT GREYF14 TIMBER STRUCTURE, STAINEDF15 2" THICK x 14" DEEP SOLID WOOD SHELVING (PAINTED, SW 7566 WESTHIGHLAND WHITE) W/ AKSEL HD 70"-78" BRACKET A24 RESTROOM SIGNAGE (SEE DETAIL 2-A8.2) A25 INSULATION JACKET ON HOT WATER AND DRAIN LINE UNDER SINK, TYPICAL AT ALL EXPOSED PIPES AT SINKS PAINT SCHEDULE GYPSUM BOARD WALLS:SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS:SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK TILE TYPE 3; 3x6 PORCELAIN, WHITE W/ GRAY VEINING, HERRINGBONEF16 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. SHEET NOTES 1.REFER TO SHEET A0.2 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. TILE TYPE 4; FLOOR TILE ON BUILT-IN BENCH @ LOCKERS (SEE FLOOR PLAN FOR TILE SPECIFICATION) F17 2" THICK x 14" DEEP SOLID WOOD SHELVING (STAIN TO MATCH TIMBER STRUCTURE) W/ ASKEL HD 34"-46" BRACKET F18 SHAKER STYLE CABINETS; PAINTED, COLOR: BLUE-GRAYF19 SHAKER STYLE CABINETS; STAINEDTO MATCH TIMBER STRUCTUREF20 SHAKER STYLE SHUTTERS; STAINED TO MATCH TIMBER STRUCTUREF21 1/4" = 1'-0"37 JANITOR CLOSET 9' - 0 " F1 F7 F5 2' - 0 " 8' - 0 " F16 8' - 0 " OP E N I N G 10 ' - 0 " ADJ. SHELVES DIRTY LINEN CABINET BINS CARTS (O.F.O.I.) BULK-HEAD AT LAUNDRY ALCOVE F1 W/D COMBO F7 F5 F6 F11 F14 2'-6"2'-6"2'-10" 2' - 1 0 " 1' - 6 " 2' - 6 " 3'-0"2'-0"2'-10" F14 F16 10 ' - 0 " 9' - 0 " F1 F5 F6 F6 F1 F14 F11 2'-0" 1'-0" 12"Ø CHUTE 10 ' - 0 " 8' - 0 " OP E N I N G F7 F1 OPENING F1 F6 F5 F1 F6 10 ' - 0 " F1 F6 F5 10 ' - 0 " 6' - 8 " 10 ' - 0 " F1 F6 F5 F1 F6 F5 11 ' - 0 " F1 F6 11 ' - 0 " 6' - 8 " F5 F21 3030i 11 ' - 0 " 6' - 8 " F1 F6 F5 F1 F6 F5 11 ' - 0 " 6' - 8 " F1 F7 TYP. F5 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F15 ~ 6' DIA. CEILING FANS F1 F7 TYP. F5 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G 14 ' - 0 " AL I G N W I T H E X T E R I O R W I N D O W H E A D 5' - 0 " A L I G N W/ E X T E R I O R W I N D O W F1 F7 TYP. F5 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F15 4040i 4060i 4040i 4060i F1 F5 TYP. F5 F7 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F15 INTERIOR ELEVATIONS A7.2 1/4" = 1'-0"1 POOL FOYER - NORTH 1/4" = 1'-0"2 POOL FOYER - EAST 1/4" = 1'-0"3 POOL FOYER - SOUTH 1/4" = 1'-0"4 POOL FOYER - WEST 1/4" = 1'-0"5 MAINTENANCE OFFICE - NORTH 1/4" = 1'-0"6 MAINTENANCE OFFICE - EAST 1/4" = 1'-0"7 MAINTENANCE OFFICE - SOUTH 1/4" = 1'-0"8 MAINTENANCE OFFICE - WEST 1/4" = 1'-0"9 OFFICE - NORTH 1/4" = 1'-0"10 1/4" = 1'-0"11 OFFICE - SOUTH 1/4" = 1'-0"12 OFFICE - WEST 1/4" = 1'-0" OFFICE - EAST 13 1/4" = 1'-0"14 EXERCISE - EAST 1/4" = 1'-0"15 EXERCISE - SOUTHEXERCISE - NORTH 16 EXERCISE - WEST 1/4" = 1'-0" sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 FINISHES FINISHED AND PAINTED GYP. BOARD TILE TYPE 1; 12x24 HORIZONTAL GLAZED CERAMIC WALL TILE, RUNNING BOND: DALTILE FLORENTINE, CARRARA FL06 TILE TYPE 2; 3X6 GLASS TILE: METRO, BY OLD WORLD STONE IMPORTS: COLOR 'A' @ WOMEN'S: ARTIC COLOR 'B' @ MEN'S: FLINT WALL COVERING: KOROSEAL ORLEANS, COLOR: R921-71 TROUSSEAUX F1 F2 F3 F4 ACCESSORIES & FIXTURES ADA GRAB BARS; 18", 36", 42" SHOWER ROD SHOWER CURTAIN; WHITE, OPAQUE DOUBLE TIER METAL LOCKERS (WITH SLOPED TOP) ON TILE BENCH (DETAIL 4-A9.1) A1 A2 A3 A4 A5 DOOR & WINDOW TRIM/CASING, MDF, NOMINAL, 4" HEAD & SILL, 3" CASING, BUTT JOINTS, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITEF5 BASEBOARD; MDF, 6" NOMINAL, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITE F6 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE WITH BENCH, GRAB BARS AND SHOWER WAND (FREEDOM SHOWERS MODEL APFQ6233BF-F75, OR EQUAL). SEE DETAIL 4-A0.2. A6 FOLDING SEAT, WALL MOUNTED, ADA COMPLIANT. A7 PLUMBING FIXTURE; TOILET A8 PLUMBING FIXTURE; UNDERMOUNT SINK A9 BATH TISSUE DISPENSER; DOUBLE ROLL A10 TOILET SEAT COVER DISPENSER A11 SANITARY NAPKIN DISPOSAL A12 SOAP DISPENSERA13 PAPER TOWEL DISPENSERA14 MIRRORA15 MOP AND BROOM HOLDER QUARTZ COUNTERTOP, RESTROOMS (3/4", 2CM) W/ RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C. PLUMBING FIXTURE; TOILET (ADA HEIGHT) A16 A17 BABY CHANGING STATION, WALL MOUNTED A18 NOTE: CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. SANITARY NAPKIN DISPENSER A19 6" RESILIENT BASE; ROPPE CONTOURS PROFILE SHAPE PV6065 COLOR: 170 WHITE F7 TRASH CAN (O.F.O.I.)A20 DRINKING FOUNTAIN; STAINLESS STEEL WITH BOTTLE FILLER, ADA COMPLIANT (BASIS-OF-DESIGN PRODUCT: ELKAY LZSTL8WSSP)A21 A22 PLUMBING FIXTURE; URINAL A23 WALL HOOKS MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL F8 F9 60"Wx6"Hx8"D WOOD MANTEL (STAIN TO MATCH TIMBER STRUCTURE) W/ AKSEL HD 58" MANTEL BRACKET F10 QUARTZ COUNTERTOP, (3/4", 2CM) COLOR: DALTILE ONE QUARTZ, LUMINESCE NQ75 F11 NOTE: PROVIDE BLACK POWDER COATED ALUMINUM SCHLUTER AT TILE OUTSIDE CORNERS (RONDEC), INSIDE CORNERS (DILEX), AND EDGES (SCHIENE); NO EXPOSED TILE EDGES. RECLAIMED WOOD SIDINGF12 SHIP LAP, PAINTEDF13 SHAKER STYLE CABINETS; PAINTED, COLOR: LIGHT GREYF14 TIMBER STRUCTURE, STAINEDF15 2" THICK x 14" DEEP SOLID WOOD SHELVING (PAINTED, SW 7566 WESTHIGHLAND WHITE) W/ AKSEL HD 70"-78" BRACKET A24 RESTROOM SIGNAGE (SEE DETAIL 2-A8.2) A25 INSULATION JACKET ON HOT WATER AND DRAIN LINE UNDER SINK, TYPICAL AT ALL EXPOSED PIPES AT SINKS PAINT SCHEDULE GYPSUM BOARD WALLS:SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS:SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK TILE TYPE 3; 3x6 PORCELAIN, WHITE W/ GRAY VEINING, HERRINGBONEF16 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. SHEET NOTES 1.REFER TO SHEET A0.2 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. TILE TYPE 4; FLOOR TILE ON BUILT-IN BENCH @ LOCKERS (SEE FLOOR PLAN FOR TILE SPECIFICATION) F17 2" THICK x 14" DEEP SOLID WOOD SHELVING (STAIN TO MATCH TIMBER STRUCTURE) W/ ASKEL HD 34"-46" BRACKET F18 SHAKER STYLE CABINETS; PAINTED, COLOR: BLUE-GRAYF19 SHAKER STYLE CABINETS; STAINEDTO MATCH TIMBER STRUCTUREF20 SHAKER STYLE SHUTTERS; STAINED TO MATCH TIMBER STRUCTUREF21 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F1 F5 GAS FIREPLACE F6 F8 F9 F10 F15 6' DIA. CEILING FAN TYP. F8 2' - 1 0 " 10 ' - 0 " OP E N I N G F8 F9 F12 F1 F1 AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F6F6 F5 F15 6' DIA. CEILING FAN CHANDELIER 1' - 7 " 1' - 3 " 1' - 3 " 1' - 3 " POWER & USB OUTLETS AP P R O X . 2 1 ' - 0 " CO O R D I N A T E W I T H T R U S S B E A R I N G F1 TYP. F5 F15 F6 F4 F1 F9 8' - 0 " OP E N I N G WALL MOUNTED TV; WIRED TO LEASING OFFICE FOR CONTROL OWNER FURNISHED CONTRACTOR INSTALLED F4 F6F6 F5 OPENING 11 ' - 0 " 8' - 0 " F1 STOREFRONT SYSTEM 3' - 0 " F1 F7 F5 8' - 0 " 3' - 0 " 11 ' - 0 " STOREFRONT SYSTEM 11 ' - 0 " F1 F7 F5 11 ' - 0 " F1 F6 TYP. F5 11 ' - 0 " F1 F6 TYP. F5 6' - 8 " F1 F6 TYP. F5 11 ' - 0 " 6' - 8 " F1 F6 11 ' - 0 " 6' - 8 " F5 F21 3030i 10 ' - 0 " F1 F14 F14 F7 F5 F11 2'-0" 2'-0" 10 ' - 0 " F1 F14 F11 F7 OPEN CABINET SHELVING FOR PACKAGE STORAGE 2'-10"2'-10" 2' - 1 0 " 2' - 5 " 2' - 9 " F14 10 ' - 0 " F1 F7 TYP. F5 10 ' - 0 " F1 F5 F7 REAR LOAD USPS MAILBOX CLUSTERS F1 F15 F11 OPEN SHELVING F14 F11 F14 F1 F6 10 ' - 0 " 4x10 TIMBER BEAMS @ 2'-0" O.C. 3'-0" WIDE 1'-0" DEEP 6' - 0 " 2' - 0 " 1'-0" 2'-0"6'-4 1/2"2'-0"4 1/2" F1 1'-4"2'-0" F14 F6 FRIDGE F11 F11 F14 F15 CEILING (SLOPES) 6x 1 6 TI M B E R B E A M 4x10 TIMBER BEAMS @ 2'-0" O.C. 3'-6"3'-6"3'-6" F1F11 2' - 1 0 " 8" 3' - 6 " POWER & USB OUTLETS 10 ' - 0 " F1 F14 F14 F11 F6 F1 F14 F11 F15 6x 1 6 TI M B E R B E A M 1'-0" 4x10 TIMBER BEAMS @ 2'-0" O.C. 2'-0"4 1/2"6'-4 1/2"2'-0" F1 F6 1'-4"2'-0" 1'-0" F5 10 ' - 0 " OP E N I N G F14 F15 F11 F14 F6 FARM SINK (APRON) 2' - 1 0 " 4x10 TIMBER BEAMS @ 2'-0" O.C. 4" 1' - 8 " 3' - 0 " 3'-0"3'-0"2'-0" 3'-0"3'-0"4'-0" 2'-0" F16 F18 OPENING INTERIOR ELEVATIONS A7.3 1/4" = 1'-0"1 GRAND FOYER/LOUNGE - NORTH 1/4" = 1'-0"2 GRAND FOYER/LOUNGE - EAST 1/4" = 1'-0"3 GRAND FOYER/LOUNGE - SOUTH 1/4" = 1'-0"4 GRAND FOYER/LOUNGE - WEST 1/4" = 1'-0"5 VESTIBULE - NORTH 1/4" = 1'-0"6 VESTIBULE - EAST 1/4" = 1'-0"7 VESTIBULE - SOUTH 1/4" = 1'-0"8 VESTIBULE - WEST 1/4" = 1'-0"9 LEASING OFFICE - NORTH 1/4" = 1'-0"10 LEASING OFFICE - EAST 1/4" = 1'-0"11 LEASING OFFICE - SOUTH 1/4" = 1'-0"12 LEASING OFFICE - WEST 1/4" = 1'-0"13 MAIL ROOM - NORTH 1/4" = 1'-0"14 MAIL ROOM - EAST 1/4" = 1'-0"15 MAIL ROOM - SOUTH 1/4" = 1'-0"16 MAIL ROOM - WEST 1/4" = 1'-0"17 KITCHENETTE - NORTH 1/4" = 1'-0"18 KITCHENETTE - EAST 1/4" = 1'-0"19 KITCHENETTE - SOUTH 1/4" = 1'-0"20 KITCHENETTE - WEST sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 FINISHES FINISHED AND PAINTED GYP. BOARD TILE TYPE 1; 12x24 HORIZONTAL GLAZED CERAMIC WALL TILE, RUNNING BOND: DALTILE FLORENTINE, CARRARA FL06 TILE TYPE 2; 3X6 GLASS TILE: METRO, BY OLD WORLD STONE IMPORTS: COLOR 'A' @ WOMEN'S: ARTIC COLOR 'B' @ MEN'S: FLINT WALL COVERING: KOROSEAL ORLEANS, COLOR: R921-71 TROUSSEAUX F1 F2 F3 F4 ACCESSORIES & FIXTURES ADA GRAB BARS; 18", 36", 42" SHOWER ROD SHOWER CURTAIN; WHITE, OPAQUE DOUBLE TIER METAL LOCKERS (WITH SLOPED TOP) ON TILE BENCH (DETAIL 4-A9.1) A1 A2 A3 A4 A5 DOOR & WINDOW TRIM/CASING, MDF, NOMINAL, 4" HEAD & SILL, 3" CASING, BUTT JOINTS, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITEF5 BASEBOARD; MDF, 6" NOMINAL, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITE F6 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE WITH BENCH, GRAB BARS AND SHOWER WAND (FREEDOM SHOWERS MODEL APFQ6233BF-F75, OR EQUAL). SEE DETAIL 4-A0.2. A6 FOLDING SEAT, WALL MOUNTED, ADA COMPLIANT. A7 PLUMBING FIXTURE; TOILET A8 PLUMBING FIXTURE; UNDERMOUNT SINK A9 BATH TISSUE DISPENSER; DOUBLE ROLL A10 TOILET SEAT COVER DISPENSER A11 SANITARY NAPKIN DISPOSAL A12 SOAP DISPENSERA13 PAPER TOWEL DISPENSERA14 MIRRORA15 MOP AND BROOM HOLDER QUARTZ COUNTERTOP, RESTROOMS (3/4", 2CM) W/ RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C. PLUMBING FIXTURE; TOILET (ADA HEIGHT) A16 A17 BABY CHANGING STATION, WALL MOUNTED A18 NOTE: CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. SANITARY NAPKIN DISPENSER A19 6" RESILIENT BASE; ROPPE CONTOURS PROFILE SHAPE PV6065 COLOR: 170 WHITE F7 TRASH CAN (O.F.O.I.)A20 DRINKING FOUNTAIN; STAINLESS STEEL WITH BOTTLE FILLER, ADA COMPLIANT (BASIS-OF-DESIGN PRODUCT: ELKAY LZSTL8WSSP)A21 A22 PLUMBING FIXTURE; URINAL A23 WALL HOOKS MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL F8 F9 60"Wx6"Hx8"D WOOD MANTEL (STAIN TO MATCH TIMBER STRUCTURE) W/ AKSEL HD 58" MANTEL BRACKET F10 QUARTZ COUNTERTOP, (3/4", 2CM) COLOR: DALTILE ONE QUARTZ, LUMINESCE NQ75 F11 NOTE: PROVIDE BLACK POWDER COATED ALUMINUM SCHLUTER AT TILE OUTSIDE CORNERS (RONDEC), INSIDE CORNERS (DILEX), AND EDGES (SCHIENE); NO EXPOSED TILE EDGES. RECLAIMED WOOD SIDINGF12 SHIP LAP, PAINTEDF13 SHAKER STYLE CABINETS; PAINTED, COLOR: LIGHT GREYF14 TIMBER STRUCTURE, STAINEDF15 2" THICK x 14" DEEP SOLID WOOD SHELVING (PAINTED, SW 7566 WESTHIGHLAND WHITE) W/ AKSEL HD 70"-78" BRACKET A24 RESTROOM SIGNAGE (SEE DETAIL 2-A8.2) A25 INSULATION JACKET ON HOT WATER AND DRAIN LINE UNDER SINK, TYPICAL AT ALL EXPOSED PIPES AT SINKS PAINT SCHEDULE GYPSUM BOARD WALLS:SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS:SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK TILE TYPE 3; 3x6 PORCELAIN, WHITE W/ GRAY VEINING, HERRINGBONEF16 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. SHEET NOTES 1.REFER TO SHEET A0.2 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. TILE TYPE 4; FLOOR TILE ON BUILT-IN BENCH @ LOCKERS (SEE FLOOR PLAN FOR TILE SPECIFICATION) F17 2" THICK x 14" DEEP SOLID WOOD SHELVING (STAIN TO MATCH TIMBER STRUCTURE) W/ ASKEL HD 34"-46" BRACKET F18 SHAKER STYLE CABINETS; PAINTED, COLOR: BLUE-GRAYF19 SHAKER STYLE CABINETS; STAINEDTO MATCH TIMBER STRUCTUREF20 SHAKER STYLE SHUTTERS; STAINED TO MATCH TIMBER STRUCTUREF21 USPS APPROVED (10) 30 UNIT MAIL RECESSED CLUSTERS; 300 TOTAL MAIL BOXES STEALTH SPEEDBRACE AT COUNTER OVERHANGS, TYP. F1 F19 TYP. F5 F20 AP P R O X . 1 1 ' - 4 " AP P R O X . 1 6 ' - 4 " 1'-6"1'-6"1'-6"3'-6"3'-6"3'-6"1'-6"1'-6"1'-6" F15 2' - 1 0 " 5' - 2 " LVL BEAMS -SEE STRUCT. 10'-6" WINDOW SEAT DRAWER STORAGE WITH HEAVY DUTY SLIDERS 4'-6" BOOCKCASE 2' - 1 0 " 5' - 2 " 5"5" F19 4'-6" BOOCKCASE 8' - 0 " F1 F19 F20 F15 TYP. F5 F8 F10 GAS FIREPLACE F6 F1 1' - 6 " 2'-0"2'-0" LVL BEAMS -SEE STRUCT. 1' - 6 " F20 F19 WALL MOUNTED TV; OWNER FURNISHED CONTRACTOR INSTALLED F1 F15 TYP. F5 F14 LVL BEAMS -SEE STRUCT. F19F20 1'-6"1'-6"1'-6"3'-6"3'-6"3'-6"1'-6"1'-6"1'-6" 2' - 1 0 " 5' - 2 " 10'-6" WINDOW SEAT DRAWER STORAGE WITH HEAVY DUTY SLIDERS 4'-6" BOOCKCASE 2' - 1 0 " 5' - 2 " 5"5" F19 4'-6" BOOCKCASE 8' - 0 " TYP. F5 LVL BEAMS -SEE STRUCT. F15 TYP. F15 F6F1 F6 6x 1 6 TI M B E R BE A M 4x10 TIMBER BEAMS @ 2'-0" O.C. 10 ' - 0 " T O P O F B E A M TO P O F O P E N I N G ( B E Y O N D ) F1 F19 F20 2'-0" 1' - 6 " F1 1' - 6 " 2'-0" F20 F19 OPENING F6 F1 F1 TYP. F5 WINDOWS ABOVE CEILING (IN TRUSS SPACE) F6 F1 F1 F6 F6 10 ' - 0 " F6 F5 F1 ENCLOSED CORK BOARD W/ LOCKING DOORS, BLACK EQUALEQUAL ℄ A7.4 1/4" = 1'-0"1 RECREATION ROOM - NORTH 1/4" = 1'-0"2 RECREATION ROOM - EAST 1/4" = 1'-0"3 RECREATION ROOM - SOUTH 1/4" = 1'-0"4 RECREATION ROOM - WEST sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 FINISHES FINISHED AND PAINTED GYP. BOARD TILE TYPE 1; 12x24 HORIZONTAL GLAZED CERAMIC WALL TILE, RUNNING BOND: DALTILE FLORENTINE, CARRARA FL06 TILE TYPE 2; 3X6 GLASS TILE: METRO, BY OLD WORLD STONE IMPORTS: COLOR 'A' @ WOMEN'S: ARTIC COLOR 'B' @ MEN'S: FLINT WALL COVERING: KOROSEAL ORLEANS, COLOR: R921-71 TROUSSEAUX F1 F2 F3 F4 ACCESSORIES & FIXTURES ADA GRAB BARS; 18", 36", 42" SHOWER ROD SHOWER CURTAIN; WHITE, OPAQUE DOUBLE TIER METAL LOCKERS (WITH SLOPED TOP) ON TILE BENCH (DETAIL 4-A9.1) A1 A2 A3 A4 A5 DOOR & WINDOW TRIM/CASING, MDF, NOMINAL, 4" HEAD & SILL, 3" CASING, BUTT JOINTS, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITEF5 BASEBOARD; MDF, 6" NOMINAL, PAINTED. COLOR: SW 7566 WESTHIGHLAND WHITE F6 ADA COMPLIANT ROLL-IN SHOWER ENCLOSURE WITH BENCH, GRAB BARS AND SHOWER WAND (FREEDOM SHOWERS MODEL APFQ6233BF-F75, OR EQUAL). SEE DETAIL 4-A0.2. A6 FOLDING SEAT, WALL MOUNTED, ADA COMPLIANT. A7 PLUMBING FIXTURE; TOILET A8 PLUMBING FIXTURE; UNDERMOUNT SINK A9 BATH TISSUE DISPENSER; DOUBLE ROLL A10 TOILET SEAT COVER DISPENSER A11 SANITARY NAPKIN DISPOSAL A12 SOAP DISPENSERA13 PAPER TOWEL DISPENSERA14 MIRRORA15 MOP AND BROOM HOLDER QUARTZ COUNTERTOP, RESTROOMS (3/4", 2CM) W/ RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C. PLUMBING FIXTURE; TOILET (ADA HEIGHT) A16 A17 BABY CHANGING STATION, WALL MOUNTED A18 NOTE: CONTRACTOR TO PROVIDE PROPER BLOCKING IN WALL FOR ALL ACCESSORIES, BRACES, MOUNTING HARDWARE, ETC. AS REQ'D. SANITARY NAPKIN DISPENSER A19 6" RESILIENT BASE; ROPPE CONTOURS PROFILE SHAPE PV6065 COLOR: 170 WHITE F7 TRASH CAN (O.F.O.I.)A20 DRINKING FOUNTAIN; STAINLESS STEEL WITH BOTTLE FILLER, ADA COMPLIANT (BASIS-OF-DESIGN PRODUCT: ELKAY LZSTL8WSSP)A21 A22 PLUMBING FIXTURE; URINAL A23 WALL HOOKS MANUFACTURED STONE VENEER: ELDORADO CUT COURSE STONE, SEASHELL F8 F9 60"Wx6"Hx8"D WOOD MANTEL (STAIN TO MATCH TIMBER STRUCTURE) W/ AKSEL HD 58" MANTEL BRACKET F10 QUARTZ COUNTERTOP, (3/4", 2CM) COLOR: DALTILE ONE QUARTZ, LUMINESCE NQ75 F11 NOTE: PROVIDE BLACK POWDER COATED ALUMINUM SCHLUTER AT TILE OUTSIDE CORNERS (RONDEC), INSIDE CORNERS (DILEX), AND EDGES (SCHIENE); NO EXPOSED TILE EDGES. RECLAIMED WOOD SIDINGF12 SHIP LAP, PAINTEDF13 SHAKER STYLE CABINETS; PAINTED, COLOR: LIGHT GREYF14 TIMBER STRUCTURE, STAINEDF15 2" THICK x 14" DEEP SOLID WOOD SHELVING (PAINTED, SW 7566 WESTHIGHLAND WHITE) W/ AKSEL HD 70"-78" BRACKET A24 RESTROOM SIGNAGE (SEE DETAIL 2-A8.2) A25 INSULATION JACKET ON HOT WATER AND DRAIN LINE UNDER SINK, TYPICAL AT ALL EXPOSED PIPES AT SINKS PAINT SCHEDULE GYPSUM BOARD WALLS:SW 7014 EIDER WHITE GYPSUM BOARD CEILINGS:SW 7566 WESTHIGHLAND WHITE INTERIOR DOORS/TRIM/BASE: SW 7566 WESTHIGHLAND WHITE OUTSIDE FACE OF EXTERIOR DOORS:SW 6258 TRICORN BLACK TILE TYPE 3; 3x6 PORCELAIN, WHITE W/ GRAY VEINING, HERRINGBONEF16 GENERAL NOTES 1. 2. 3. REFER TO PROJECT MANUAL FOR GENERAL CONDITIONS & SPECIFICATIONS ALL TRADES RESPONSIBLE TO REVIEW ENTIRE DRAWING SET FOR FULL SCOPE OF WORK. NOT ALL KEYED NOTES ARE USED. REFER TO DRAWINGS FOR APPLICABLE KEYED NOTES. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TAKE-OFFS, DIMENSIONS AND QUANTITIES. SHEET NOTES 1.REFER TO SHEET A0.2 FOR ADA REQUIREMENTS AND FIXTURE HEIGHTS. TILE TYPE 4; FLOOR TILE ON BUILT-IN BENCH @ LOCKERS (SEE FLOOR PLAN FOR TILE SPECIFICATION) F17 2" THICK x 14" DEEP SOLID WOOD SHELVING (STAIN TO MATCH TIMBER STRUCTURE) W/ ASKEL HD 34"-46" BRACKET F18 SHAKER STYLE CABINETS; PAINTED, COLOR: BLUE-GRAYF19 SHAKER STYLE CABINETS; STAINEDTO MATCH TIMBER STRUCTUREF20 SHAKER STYLE SHUTTERS; STAINED TO MATCH TIMBER STRUCTUREF21 1/4" = 1'-0"5 ATTIC STORAGE - SOUTH 1/4" = 1'-0"6 ATTIC STORAGE - WEST 1/4" = 1'-0"7 ATTIC STORAGE - NORTH 1/4" = 1'-0"8 ATTIC STORAGE - EAST 1/4" = 1'-0"9 OUTSIDE MAINTENANCE OFFICE INTERIOR ELEVATIONS #6 - INSTALL WINDOW PER MFR'S INSTRUCTIONS #8 - INSTALL HEAD FLASHING OVER WINDOW FLANGE AND EXTENDING BEYOND OUTER EDGE OF JAMB FLASHINGS #5 - INSTALL SEALANT AROUND HEAD & JAMB #2 - CUT OPENING AND WRAP WEATHER BARRIER INTO OPENING #7 - INSTALL JAMB FLASHINGS EXTENDING 1" ABOVE WINDOW HEAD FLANGE AND BELOW BOTTOM EDGE OF SILL FLASHING #9 FLIP DOWN UPPER FLAP AND TAPE SEAM AT WINDOW HEAD. TAPE ENTIRE LENGTH OF DIAGONAL SEAMS OF WEATHER BARRIER #3 - CUT WEATHER BARRIER AT HEAD AND FOLD FLAP UP #4 - INSTALL SILL FLASHING AT SILL AND UP JAMBS 6" MINIMUM #1 - INSTALL WEATHER BARRIER IN SHINGLE FASHION 1 SCALE: NONE WINDOW FLASHING DETAIL 2 SCALE: 3" = 1'-0" VINYL WINDOW HEAD DETAIL - SIDING 3 SCALE: 3" = 1'-0" VINYL WINDOW JAMB DETAIL - SIDING 4 SCALE: 3" = 1'-0" VINYL WINDOW SILL DETAIL - SIDING VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT WINDOW MFR'S DRIP FLASHING CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION JAMB - SEE STRUCT. WINDOW - SEE SCHEDULE WINDOW FLASHING - SEE 1-A8.1 CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION WINDOW FLASHING - SEE 1-A8.1 CONT. SEALANT CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT CONT. SEALANT WINDOW - SEE SCHEDULE WINDOW - SEE SCHEDULE 14 SCALE: 3" = 1'-0" FOUNDATION WALL BASE DETAIL - STONE MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION PROVIDE CLOSED-CELL FOAM BETWEEN P.T. SILL PLATE AND T.O. FDN WALL VAPOR RETARDER PAINTED 1/2" GYP. BD. FOUNDATION WEEP SCREED MORTAR SETTING BED SCRATCH COAT METAL LATH UNDER SLAB VAPOR BARRIER FINISHED GRADE - SEE CIVIL BASE AND FLOORING AS SCHEDULED 11 SCALE: 3" = 1'-0" CORNER DETAILS - SIDING 9 SCALE: 3" = 1'-0" CORNER TRANSITION DETAIL - STONE VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION (2) 3/4"x3-1/2" SIDING TRIM CONT. SEALANT, TYPICAL (2) 3/4"x3-1/2" SIDING TRIM CONT. SEALANT, TYPICAL 8 SCALE: 1/2" = 1'-0" EXT. VINYL WINDOW ELEVATION MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH (WRAP AROUND CORNER AND LAP AT NEXT FRAMING MEMBER) 10 SCALE: 3" = 1'-0" DETAIL MFR'D STONE VENEER (ALTERNATE SHORT END RETURNS ABOVE AND BELOW AT CORNER) (2) LAYERS OF WEATHER BARRIER (LAP AROUND CORNER 12" MIN.) EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH (WRAP AROUND CORNER AND LAP AT NEXT FRAMING MEMBER) 1/2" FIBER BOARD, TYP. 4" 12 " 4" 12 " 15 SCALE: NONE STONE VENEER AT WOOD FRAMING SYSTEM NOTE: ALWAYS CONSULT MFG. FOR INSTALLATION FOR PRODUCT SPECIFIC APPLICATION WEATHER BARRIER 7 SCALE: NONE LAP SIDING AT WOOD FRAMING SYSTEM 16 SCALE: 3" = 1'-0" EXTERIOR DOOR HEAD DETAIL - SIDING 17 SCALE: 3" = 1'-0" EXTERIOR DOOR JAMB DETAIL - SIDING VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT PRE-FINISHED METAL FLASHING CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT GRADE DOOR W/ WEATHER SEAL- SEE SCHED VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. 2x6 STUD WALL - SEE STRUCT. BATT INSULATION FLASHING - SEE 1-A8.1, SIMILAR CONT. SEALANT CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. EXT GRADE DOOR W/ WEATHER SEAL- SEE SCHED JAMB - SEE STRUCT. CONT. BACKER ROD & SEALANT 13 SCALE: 3" = 1'-0" FOUNDATION WALL BASE DETAIL - SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION PROVIDE CLOSED-CELL FOAM BETWEEN P.T. SILL PLATE AND T.O. FDN WALL VAPOR RETARDER PAINTED 1/2" GYP. BD. UNDER SLAB VAPOR BARRIER FINISHED GRADE - SEE CIVIL 1" - 2 " PE R MF R BASE AND FLOORING AS SCHEDULED 1/2" FIBER BOARD, TYP. VERITCAL OR HORIZONTAL SIDING PRE-FINISHED METAL FLASHING (WHITE) ACOUSTICAL SEALANT, TYPICAL PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS CONT. BACKER ROD & SEALANT 3/4"x3-1/2" SIDING TRIM 5 SCALE: 3" = 1'-0" STOREFRONT WINDOW HEAD DETAIL - SIDING 6 SCALE: 3" = 1'-0" STOREFRONT WINDOW JAMB DETAIL - SIDING VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION HEADER - SEE STRUCT. WINDOW FLASHING - SEE 1-A8.1 CONT. J-BEAD & SEALANT PREFINISHED METAL DRIP FLASHING CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. VERITCAL OR HORIZONTAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION JAMB - SEE STRUCT. ALUMINUM WINDOW SYSTEM - SEE SCHEDULE WINDOW FLASHING - SEE 1-A8.1 CONT. CORNER BEAD, TYP. VAPOR RETARDER PAINTED 1/2" GYP. BD. CONT. BACKER ROD & SEALANT CONT. SEALANT ALUMINUM WINDOW SYSTEM - SEE SCHEDULE PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS 12 SCALE: 1/2" = 1'-0" EXT. STOREFRONT WINDOW ELEVATION CONT. BACKER ROD & SEALANT CONT. SEALANT PREFINISHED L-FLASHING PREFINISHED METAL FLASHING BRICK MOULDING AT EXT DOOR FRAME PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS PAINTED TRIM/CASING - SEE INTERIOR ELEVATIONS DOUBLE PLATE, TYPICAL 18 SCALE: 3" = 1'-0" STANDING SEAM HEADWALL TRANSITION 19 SCALE: 3" = 1'-0" STANDING SEAM SIDEWALL TRANSITION VERITCAL (BOARD & BATTEN) OR HORIZONTAL LAP SIDING - SEE EXTERIOR ELEVATIONS HEAD FLASHING, TYPICAL WINDOW - SEE SHEDULE DASHED LINE SHOWS WINDOW FLASHING - SEE DETAIL 1-A8.1 A8.1 4 A8.1 3 A8.1 2VERITCAL (BOARD & BATTEN) SIDING - SEE EXTERIOR ELEVATIONS HEAD FLASHING, TYPICAL WINDOW - SEE SHEDULE DASHED LINE SHOWS WINDOW FLASHING - SEE DETAIL 1-A8.1 A8.1 6 A8.1 5 VERTICAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCTURAL STUD WALL - SEE STRUCTURAL BATT INSULATION VAPOR RETARDER WEATHER BARRIER STRIP FLASHING ROOFING MFR'S FASTENERS @ 12" O.C. CONTINUOUS BEAD OF URETHANE SEALANT PREFINISHED METAL DRIP FLASHING EXTEND WATERPROOFING UNDERLAYMENT UP SIDEWALL HEADWALL FLASHING TURN UP LEG AND SEAL W/ URETHANE SEALANT ZEE CLOSURE SET IN DOUBLE BEADED BUTYL TAPE, FILL SPACE BETWEEN ZEE & PANEL SEAM W/ URETHANE SEALANT STANDING SEAM METAL ROOF CONTINUOUS WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION ROOFING MFR'S FASTENERS AT RECOMMENDED SPACING VERTICAL SIDING WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCTURAL STUD WALL - SEE STRUCTURAL BATT INSULATION VAPOR RETARDER WEATHER BARRIER STRIP FLASHING ROOFING MFR'S FASTENERS @ 12" O.C. CONTINUOUS BEAD OF URETHANE SEALANT PREFINISHED METAL DRIP FLASHING EXTEND WATERPROOFING UNDERLAYMENT UP SIDEWALL SIDEWALL FLASHING W/ SEALANT MODIFIED J-CHANNEL FILLED WITH URETHANE SEALANT STANDING SEAM METAL ROOF CONTINUOUS WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION ROOFING MFR'S FASTENERS AT RECOMMENDED SPACING EXTERIOR DETAILS A8.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 8" 6" VENT OR FLUE PIPE SHINGLES TO BE CUT BACK 1" SO THAT MOISTURE CAN NOT BECOME TRAPPED AND RUN ALONG TOP EDGE OF SHINGLES CONT. SEALANT 3/8" HEM AROUND OUTER EDGE OF FLANGE FLANGE TO EXTEND 6" FROM FLASHING BASE 30 YEAR COMPOSITE ASPHALT SHINGLES VENT OR FLUE PIPE SEALANT AT PERIMETER STAINLESS STEEL CLAMPING RING PREFINISHED RAIN COLLAR 30 YEAR COMPOSITE ASPHALT SHINGLES OVERBEND TO PROVIDE FRICTION FIT GALVANIZED METAL FLASHING, PRIME AND PAINT TO MATCH SHINGLE COLOR, SET FLANGE IN PLASTIC FLASHING CEMENT AND MECHANICALLY FASTEN 4" O.C. STAGGERED SHINGLES TO BE CUT BACK 1" SO THAT MOISTURE CAN NOT BECOME TRAPPED AND RUN ALONG TOP EDGE OF SHINGLES PRIMARY UNDERLAYMENT FULLY CEMENTED ICE & WATER SHIELD 3/8" HEM AROUND OUTER EDGE OF FLANGE NOTE: NO EXPOSED FASTENERS 9 SCALE: NONE PIPE JACK DETAIL (ISOMETRIC VIEW) 8 SCALE: 3" = 1'-0" PIPE SECTION DETAIL AT SHINGLE ROOF 14 SCALE: 1-1/2" = 1'-0" RAKE EAVE - STANDING SEAM @ BEAMS16SCALE: 1-1/2" = 1'-0" RAKE EAVE - STANDING SEAM @ TIMBER 13 SCALE: 1-1/2" = 1'-0" EAVE FRAMING - STANDING SEAM @ BEAMS15SCALE: 1-1/2" = 1'-0" EAVE FRAMING - STANDING SEAM @ TRUSS 12 SCALE: NONE GENERAL 30 YEAR COMPOSITE ASPHALT SHINGLE ROOFING DETAIL NOTE: NO EXPOSED FASTENERS 2 SCALE: 3" = 1'-0" RESTROOM SIGNAGE RAISED NUMERALS, LETTERING, AND PICTOGRAMS IN CONTRASTING COLOR TO FACE PLATE, TYP. BRAILLE IN SAME COLOR AS FACE PLATE WOMEN3" 1 2" 6" 1 2" 1" 1" 6" PI C T O G R A M F I E L D MEN3" 1 2" 6" 1 2" 1" 1" 6" PI C T O G R A M F I E L D 5 SCALE: 3" = 1'-0" CHIMNEY CHASE CAP DETAIL MFR'D STONE VENEER (2) LAYERS OF WEATHER BARRIER EXTERIOR SHEATHING - SEE STRUCT. STUD WALL - SEE STRUCT. BATT INSULATION MORTAR SETTING BED SCRATCH COAT METAL LATH CONT. BACKER ROD & SEALANT PREFINISHED METAL FLASHING P.T. 2x6 TRIM P.T. 2x AND 1x BLOCKING AS REQ'D P.T. TOP PLATES - SEE STRUCTURAL CONTINUOUS ICE & WATER SHIELD EXTERIOR SHEATHING (SHIM AS REQ'D) - SEE STRUCT. SLOPE 1/2":FOOT WEATHER BARRIER FLASHING STRIP ADHERED MANUFACTURED STONE VENEER ROOFING MATERIAL (2) LAYERS OF WEATHER BARRIER LAP OVER SCREED AND STEP FLASHING WEEP SCREED STEP FLASHING AT ROOFING LAP OVER KICK-OUT FLASHING KICK-OUT FLASHING - SEAL OVER EAVE FLASHING SHINGLE LAP ALL WALL FLASHING PIECES WITH WRB UNDERLAYMENT PER ROOF MANUFACTURER EAVE DRIP EDGE FLASHING GUTTER WEATHER BARRIER STRIP BEHIND TRIM LAP OVER WEATHER BARRIER AT WALL TYPICAL CRICKET PER ROOF MANUFACTURER'S RECOMMENDATIONS EXTEND CRICKET MIN. 2 IN. BEYOND CHASE (2) LAYERS WRB WEEP SCREED COUNTERFLASHING MFR'D STONE VENEER OVER FRAMED WALL OR CHASE DETAIL 'A' (2) LAYERS WEATHER BARRIER EXTEND FLASHING 2" BEYOND CHASE - EACH SIDE TO ACCOMODATE INSTALLATION OF ADHERED MANUFACTURED STONE VENEER SEE DETAIL 'A' COMPOSITION SHINGLE ROOFING (OTHER ROOFING SIMILAR) UNDERLAYMENT OVER ROOF SUBSTRATE - LAP OVER CRICKET FLANGE CRICKET - PROVIDE SHEATHING AND FRAMING SUPPORT AS NEEDED 2" MIN. 6 SCALE: NONE MFR'D STONE VENEER DETAIL AT CRICKET PREFINISHED METAL FLASHING CAP 11 SCALE: 1-1/2" = 1'-0" RAKE EAVE - ASPHALT SHINGLE @ TRUSS 10 SCALE: 1-1/2" = 1'-0" EAVE FRAMING - ASPHALT SHINGLE @ TRUSS 3 SCALE: NONE STANDING SEAM MTL ROOF - RIDGE DETAIL 7 SCALE: 3" = 1'-0" KICK-OUT FLASHING DETAIL AT CHIMNEY GASKETED FASTENER, TYPICAL FIXED RIDGE FLASH METAL PANEL ROOF SYSTEM SEAL END DAMS TRI-BEAD TAPE SEALER CONT. WATERPROOFING UNDERLAYMENT ROOF SUBSTRATE SYSTEM 4 SCALE: NONE STANDING SEAM MTL ROOF - VALLEY DETAIL METAL PANEL ROOF SYSTEM METAL VALLEY FLASHING WATERPROOFING UNDERLAYMENT W/ SLIP SHEET ABOVE COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 1 SCALE: 1" = 1'-0" METAL BUILDING SIGNAGE DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. HURRICANE CLIP, TYP AT EACH TRUSS 16" CONT. HALF ROUND GALV. PIPE GUTTER PREFINISHED MTL FASCIA OVER 2x10 FASCIA BOARD 2x6 TRUSS TOP CHORD EXTENSION, PAINTED 3/4"x5-1/2" SIDING TRIM PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES DRIP EDGE FLASHING STANDING SEAM METAL ROOF CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. 16" EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. HORIZONTAL LAP SIDING WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION CONT. HALF ROUND GALV. PIPE GUTTER PREFINISHED MTL FASCIA OVER 2x10 FASCIA BOARD 2x6 ROOF FRAMING, PAINTED (SEE STRUCT.) 3/4"x5-1/2" SIDING TRIM PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES DRIP EDGE FLASHING STANDING SEAM METAL ROOF CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 2x6 ROOF FRAMING, SEE STRUCT. ROOF FRAMING EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. RECLAIMED WOOD SIDING WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. 16" EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. VERTICAL SIDING (BOARD AND BATTEN) WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION CONT. HALF ROUND GALV. PIPE GUTTER PREFINISHED MTL FASCIA OVER 2x12 FASCIA BOARD 2x6 ROOF FRAMING, PAINTED (SEE STRUCT.) 3/4"x7-1/4" SIDING TRIM (TRIMED AS REQ'D PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES DRIP EDGE FLASHING (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. ICE & WATER SHIELD, EXTEND UP EAVE 2'-0" PAST INSIDE WALL COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION 2x6 ROOF FRAMING, SEE STRUCT. HEAVY TIMBER TRUSS 30 YEAR COMPOSITE ASPHALT SHINGLES DOUBLE 2x TOP PLATE 1/2" GYPSUM BOARD. FINISHED & PAINTED. 16" PREFINISHED MTL FASCIA OVER 2x10 FASCIA BOARD 2x6 OUTRIGGER, PAINTED 3/4"x5-1/2" SIDING TRIM PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES STANDING SEAM METAL ROOF CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. RECLAIMED WOOD SIDING WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION CONT. HOLD DOWN CLIP SEALANT STRIP PREFINISHED MTL ROOF RAKE DRIP DOUBLE 2x TOP PLATE VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. 16" PREFINISHED MTL FASCIA OVER 2x10 FASCIA BOARD 2x6 OUTRIGGER, PAINTED 3/4"x5-1/2" SIDING TRIM PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES STANDING SEAM METAL ROOF CONT. WATERPROOFING UNDERLAYMENT COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. HORIZONTAL LAP SIDING WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION CONT. HOLD DOWN CLIP SEALANT STRIP PREFINISHED MTL ROOF RAKE DRIP 2x PRE-FABRICATED BUILDER'S TRUSS. SEE ROOF FRAMING PLAN. 2x RIM BOARD. SEE ROOF FRAMING PLAN. VAPOR RETARDER @ ENTIRE PERIMETER WALL DOUBLE 2x TOP PLATE VAPOR RETARDER @ ENTIRE PERIMETER WALL 1/2" GYPSUM BOARD. FINISHED & PAINTED. 16" PREFINISHED MTL FASCIA OVER 2x10 FASCIA BOARD 2x6 OUTRIGGER, PAINTED 3/4"x5-1/2" SIDING TRIM PAINTED ROOF SHEATHING. SEE STRUCTURAL SCHEDULE FOR TYPE AND NAILING REQ. P.T. 2x6 NAILER PLATES ICE & WATER SHIELD, EXTEND UP EAVE 2'-0" PAST INSIDE WALL 30 YEAR COMPOSITE ASPHALT SHINGLES COMPOSITE PLYWOOD NAILBASE INSULATION STAGGERED OVER ADDITIONAL LAYER OF RIGID INSULATION EXTERIOR GRADE SHEATHING. SEE STRUCTURAL FOR NAILING REQ. VERTICAL SIDING (BOARD AND BATTEN) WEATHER BARRIER 2x STUD WALL @ 16" O.C. WITH BATT. INSULATION PREFINISHED MTL ROOF RAKE DRIP 2x RIM BOARD. SEE ROOF FRAMING PLAN. (2) LAYERS 15# ROOF FELT. LAPPED PER MFG. REQ. PROFILE 8'-4" WIDE STRIP OF ICE & WATER SHIELD (3 STRIPS) APPLIED OVER SHEATHING IN VALLEYS, RIDGES, HIPS, ETC. 36" WIDE 30# ROOF FELT UNDER METAL VALLEY 12" WIDE STRIP OF ICE & WATER SHIELD OVER NAILED EDGES FULL BED OF SEALANT AT VALLEY METAL OVERLAP 1" "V" CRIMP PRIMARY UNDERLAYMENT ROOFING MATERIAL STARTER COURSE FULL BED OF SEALANT (TYPICAL) 12" STRIP OF ICE & WATER SHIELD ICE & WATER SHIELD METAL SPLASH DIVERTER PRIMARY UNDERLAYMENT EXTEND BOTH UNDERLAYMENTS UP WALL FULL BED OF SEALANT, TYP. ROOFING MATERIAL STARTER COURSE METAL DRIP EDGE FLASHING OVER STEPPED FLASHING WALL BEYOND NOTE: CONTRACTOR TO PROVIDED AND INSTALL ICE AND WATER SHIELD MATERIAL ON ROOF SHEATHING 24" WIDE VALLEY METAL 10'-0" LENGTHS (SEE PROFILE) - COLOR CLAD TO MATCH FASCIA COLOR METAL VALLEY 12" 1" 12"12" 8" 3" MIN. 6 " 1 2 " 1" ICE & WATER SHIELD THOMSON FARMS FLAT CUT METAL LETTERING FINISH: MATTE BLACK 5" 8" LE T T E R I N G 5" 6" MIN. 6" MIN. 9'-0" (COORDINATE WIDTH WITH SIGN MFR) 1' - 6 " VERITCAL SIDING BOARD 8'-0" LETTERING WIDTH (VERIFY WITH SIGN MFR) 1"x3-1/2" SIDING TRIM HEAD FLASHING, TYPICAL EXTERIOR DETAILS A8.2 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 1 SCALE: 1" = 1'-0" RESTROOM COUNTER DETAIL AT SINK 2 SCALE: 1" = 1'-0" RESTROOM COUNTER DETAIL AT TRASH 3 SCALE: 3" = 1'-0" TILE BASE AND TRIM DETAIL 4 SCALE: 3" = 1'-0" BENCH DETAIL 5 SCALE: 3" = 1'-0" ROLL-IN SHOWER THRESHOLD DETAIL 5" 9" 6"11" 8" 2' - 3 " RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C., PRIMED FOR PAINTING 2' - 1 0 " SQUARE EDGE QUARTZ COUNTERTOP UNDERCOUNTER MOUNTED SINK WALL TILE ON TILE BACKER BOARD CONTINUOUS 2x WOOD STUD (COUNTER SUPPORT)2" 5" 9" 6"11" 8" 2' - 3 " 2' - 1 0 " 6"Øx6" DEEP STAINLESS STEEL COUNTER-MOUNTED TRASH GROMMET CONTINUOUS 2x WOOD STUD (COUNTER SUPPORT)2" INSULATE EXPOSED PIPES, TYP. 1'-0" 2'-0" SQUARE EDGE QUARTZ COUNTERTOP WALL TILE ON TILE BACKER BOARD 2'-0" RAKKS EH-1818FM INSIDE WALL MOUNT BRACKETS @ 32" O.C., PRIMED FOR PAINTING METAL COVED BASE (SCHLUTER DILEX-AHK) FLOOR TILE - SEE FINISH PLAN WALL TILE METAL ACCENT PROFILE (SCHLUTER - SCHIENE) PAINTED GYPSUM BOARD WHERE TILE WAINSCOT OCCURS SCHLUTER-KERDI FLOOR TILE TILE BACKER BOARD 2x4 STUDS @ 12" O.C. METAL OUTSIDE CORNER TRIM (SCHLUTER RONDEC) EXTEND WATERPROOFING MEMBRANE UP AT SIDE WALLS, BEYOND FLOOR TILE METAL COVED BASE (SCHLUTER DILEX-AHK) THINSET CONC. FLOOR SLAB FLOOR TILE BENCH DEPTH ” MAX. ROLL-IN SHOWER PAN CENTER OF DRAIN CONC. FLOOR SLAB CONT. SEALANT FLOOR TILE DRAIN CUT-OUT SIZE - COORDINATE WITH MANUFACTURER INTERIOR DETAILS A9.1 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: COPYRIGHT © 2015 URBAN DESIGN GROUP, llc current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com u d g stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 365 THOMSON FARMS ROAD REXBURG, ID. 83440 PERMIT DOCUMENTS AUGUST 15, 2018 18006-C Author STILLWATER EQUITY PARTNERS LLC num.description date 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: LICENSED ARCHITECT AR-986347 CORY FERGUSON STATE OF IDAHO AUG 15, 2018 1 CITY REVIEW June 7, 2022 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num.description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 GENERAL STRUCTURAL NOTES 08/15/2018 PERMIT SET S101 18029 1. Changes to these contract drawings may be made only by an authorized representative of the engineer or architect. The architect or engineer shall not be held responsible or liable for any claims arising directly or indirectly from changes made without written authorization by an authorized representative. 2. Omissions or conflicts between the contract drawings and/or specifications shall be brought to the attention of the architect/engineer before proceeding with any work involved. In case of conflict, follow the most stringent requirement as directed by the architect/engineer at no additional cost to the owner. 3. The contractor shall be responsible for means, methods, techniques, sequences, and procedures in order to comply with the contract drawings and specifications. The contractor shall provide adequate shoring and bracing as required for the chosen method of erection. Shoring and bracing shall remain in place until final connections for the permanent members are completed. The building shall not be considered stable until all connections are completed. Walls shall not be considered self-supporting and shall be braced until the floor/roof system is completed. 4. The contractor shall coordinate with all trades any items that are to be integrated into the structural system such as openings, penetrations, mechanical and electrical equipment, etc. Sizes and locations of mechanical and other equipment that differs from those shown on the contract drawings shall be reported to the architect/engineer. 5. The contractor shall submit a written request to the architect/engineer before proceeding with any changes, substitutions, or modifications. Any work done by the contractor before receiving written approval will be at the contractor's risk. 6. The contractor shall verify all site conditions and dimensions. If actual conditions differ from those shown in the contract drawings, the contractor shall immediately notify the architect/engineer before proceeding with the fabrication or construction of any affected elements. 7. The structural notes are intended to complement the project specifications. Specific notes and details in the drawings shall govern over the structural notes and typical details. 8. Typical details and sections shall apply where specific details are not shown. 9. Detailing and shop drawing production for structural elements will require information (including dimensions) contained in the architectural, structural and/or other consultants' drawings. The structural drawings shall be used in conjunction with the architectural and other consultants' drawings. Most dimensions and most non-structural elements such as elevations, depressions, slopes, mechanical housekeeping pads, etc. are not shown in the structural drawings. See the Architectural Drawings for dimensions, doors, windows, non-bearing interior and exterior walls, elevations, slopes, stairs, curbs, drains, recesses, depressions, railings, waterproofing, finishes, chamfers, kerfs, etc. 10. Shop drawings made from reproductions of the drawings will be rejected unless the contractor signs a release agreement prior to the shop drawings being reviewed. 11. Review of shop drawing submittals by the engineer is for general compliance only and is not intended for approval. The shop drawing review shall not relieve the contractor from the responsibility of completing the project according to the contract documents. 12. All work shall be done in accordance with OSHA requirements. Potential conflicts between these documents and OSHA requirements shall be brought to the attention of the structural engineer before proceeding with the work. 13. Site observations by the engineer and or architect shall not be construed as approval of construction, the procedures, nor special inspection. 14. The terms "Engineer" and "Engineer of Record" (EOR) are meant to refer to an authorized representative of M J Structural Engineers. GENERAL BASIS FOR DESIGN 1.Govering Building Code International Building Code 2018 2.Risk Category II 3.Floor Live Loads • Uniformly Distributed Loads • Residential 40 psf 4.Roof Snow Load • Ground Snow Load P/g = 50 psf • Flat Roof Snow Load P/f = 35 psf • Snow Exposure Factor C/e = 1.0 • Thermal Factor C/t = 1.0 • Snow Load Importance Factor I/Snow = 1.0 5.Wind Load • Basic Wind Speed (3 Second Gust) 115 mph • Wind Exposure C • Internal Pressure Coefficient ± 0.18 6.Seismic Design Criteria • Mapped Spectral Response Accelerations • Short Period Acceleration S/S = 0.447 • 1-Second Acceleration S/1 = 0.157 • Site Class (Soil Profile) D • Spectral Response Coefficients • Short Period Acceleration S/DS = 0.430 • 1-Second Acceleration S/D1 = 0.228 • Seismic Importance Factor I/Seismic = 1.0 • Seismic Design Category D • Effective Structural Seismic Weight W • Basic Seismic Force Resisting System Light Framed Wood Shearwalls • Response Modification Coefficient R= 6 • System Over-Strength Factor Ω/0 = 2.5 • Deflection Amplification Factor C/D = 4 • Design Base Shear V = C/S*W = 0.066W • Analysis Procedure Equivalent Lateral Force FOUNDATION 1.Soils Report by: HLE, INC. • Dated:11/22/2017 2.Soil Bearing Pressure: 2500 psf, on Compacted Fill w/ Geofabric and Geogrid per Geotech Report. 3.Frost Protection: 36 inches minimum 4.Lateral Soil Pressure Fluid Equivalent Density: • Active 35 pcf (retaining walls) • At Rest 55 pcf (rigid foundation walls) • Passive 300 pcf 5.Coefficient of Friction 0.4 6.The soils engineer shall review all excavations and fill placement prior to placing concrete. EARTHWORK 1. Clearing: The entire building area, including 3 feet beyond the building perimeter, shall be scraped to the depth necessary (4" minimum) to remove all vegetation, topsoil, loose/disturbed surficial soils, debris, undocumented fills, and any other deleterious materials. 2. Proof Rolling: The natural undisturbed soil below all footings shall be proof rolled prior to placing concrete to check for the presence of unsuitable fills, soft spots, or other undesirable materials or conditions. Remove sub-grade materials that are unsuitable and replace with compacted structural fill. 3. Compacted Sructural Fill: All fill material shall be a well-graded granular material with a maximum size less than 4" and with not more than 10% passing a #200 sieve. It shall be compacted to 95% of the maximum laboratory density as determined by ASTM D 1557. All fill shall be tested. Compacted structural fill shall be placed in lifts not exceeding 8" in uncompacted thickness. 4. Floor slabs thicknesses shall be as indicated in the drawings and underlain by a granular layer at least 4" thick. The granular fill shall be free-draining fill such as "pea" gravel or three-quarters-to one-inch minus clean gap-graded gravel with not more than 5% passing a #200 sieve and shall be compacted to at least 90% of the maximum laboratory density as determined by ASTM D 1557. 5. Consult the project specifications and soils report for further earthwork requirements. The soils engineer shall review all excavations and fill placement prior to placing concrete. 6. SLOPE GRADE AWAY FROM THE BUILDING AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. CONCRETE 1.Materials unless noted otherwise: • Normal Weight Aggregates ASTM C 33 • Light Weight Concrete shall not exceed 110 pcf (± 3 pcf) • Fly Ash, Class F Pozzolan ASTM C618 • Reinforcing Steel • General ASTM 615 Grade 60 ( 60 ksi ) • ASTM A615 is permitted if mill certifications are submitted showing that actual yield strength does not exceed the specified strength by more than 18000 psi and the ratio of tensile to yield strength is greater than 1.25. • Deformed Bar Anchors (DBA) ASTM A496 • Headed Stud Anchors (HSA) ASTM A108 • Anchor Bolts: See steel and/or wood section(s) of general notes. • Admixtures: Air-entraining admixtures shall comply with ASTM C 260 (when used). Calcium chloride shall not be added to the concrete mix. Unreinforced concrete slabs on grade may have calcium chloride not exceeding one percent. • Cement complying with ASTM C-150 shall be used for all concrete. See table of concrete properties for cement type. • No aluminum conduit or product containing aluminum or any other material injurious to concrete shall be embedded in concrete.2. • Supporting forms and shoring shall not be removed until structural members have acquired sufficient strength to safely support their own weight and any construction load to which they may be subjected. In no case, however, shall forms and shoring be removed in less than 24 hours after concrete placement. 5.Reinforcement shall have the following concrete cover: Clear Cover: • Cast-in-place Concrete • Cast against and permanently exposed to earth 3" • Formed concrete exposed to earth or weather: • #6 thru #18 bars 2" • #5 and smaller bars 1-1/2" • Concrete not exposed to weather or in contact with ground: • Slabs, Walls, Joists; #11 Bars and Smaller 3/4" • Beams, Columns: Primary Reinforcement, Ties, Stirrups, Spirals 1-1/2" 6.Construction Joints and Control Joints: • All horizontal and vertical construction joints, including between top of footing and foundation walls, shall be intentionally roughened to a full amplitude of approximately 1/4". • Install construction or control joints in slabs on grade at a spacing not to exceed 30 times the slab thickness in any direction, unless noted otherwise. Control joints shall be installed in slabs on grade so the length to width ratio of the slab is no more than 1.25:1. Control joints shall be completed within 12 hours of concrete placement. Control joints may be installed by either: • Saw cut with depth of 1/4 the thickness of the slab • Tooled joints with depth of 1/4 the thickness of the slab 7.Construction • Use chairs or other support devices recommended by the CRSI to support bar and tie reinforcement bars. Reinforcing steel for slabs on grade shall be adequately supported on precast concrete units. Lifting the reinforcing off the grade during placement of concrete is not permitted. • Contractor shall coordinate placement of all openings, curbs, dowels, sleeves, conduits, bolts, inserts and other embedded items prior to concrete placement. • All embeds and dowels shall be securely tied to formwork or to adjacent reinforcing prior to the placement of concrete. • No pipes, ducts, sleeves, etc. shall be placed in structural concrete unless specifically detailed or approved by the structural engineer. Penetrations through walls when approved shall be built into the wall prior to concrete placement. Penetrations will not be allowed in footings or grade beams unless detailed. Piping shall be routed around these elements and footings stepped to avoid piping. • Reinforcing bars shall not be welded. Do not substitute reinforcing bars for DBAs or HSAs. • Top of concrete columns shall be flush (±1/4") with bottom of supported cast-in-place members. 8.Detailing • Lap splice lengths shall be detailed to comply with the "Reinforcing Bar Lap Splice Schedule" contained within the contract drawings. • Do not splice stirrups and ties. Do not splice vertical bars in retaining walls unless specifically shown. • Splices may be made with mechanical splices capable of 125% tension capacity of the bar being spliced. Mechanical splices shall be the positive connecting type coupler and shall meet all ACI requirements. Use "Cadweld", "Lenton" Standard Couplers, "Bar-Lock" or equal with internal protector. If mechanical splices are used, splices or couplers on adjacent bars shall be staggered a minimum of 24" apart along the longitudinal axis of the reinforcing bars. • At joints provide reinforcing dowels to match the member reinforcing, unless noted otherwise. • At all discontinuous control or construction slab on grade joints, provide (2) #4 x 48". • Provide corner bars at intersecting wall corners using the same bar size and spacing as the horizontal wall reinforcing. • All vertical reinforcing shall be doweled to footings, or to the structure below with the same size and spacing as the vertical reinforcing for the element above. Dowels extending into footings shall terminate with a 90° standard hook and shall extend to within 4" of the bottom of the footing. Footing dowels (#8 bars and smaller) with hooks need not extend more than 20" into footings. • See details for reinforcing around miscellaneous openings (8" to 36" wide). For openings wider than 36", contact the engineer. All recesses that interrupt reinforcing shall be reinforced the same as an opening. CONCRETE USE EXPOSURE CLASSIFICATION (MIN) fc (psi) (MAX) w/ cm RATIO (MAX) FLAYASH PERCENT (MAX) AIR CONTENT PERCENT (MAX) AGG SIZE (MAX) SLUMP CEMENT TYPE Exterior Footings F2 S0 P0 C1 I/II 3000 0.50 30 6 1" 5.00"Interior SOG F0 S0 P0 C0 I/II 3500 0.50 30 2 3/4" 5.00" Exterior SOG F0 S0 P0 C1 I/II 3500 0.50 30 6 3/4" 5.00" GENERAL STRUCTURAL NOTES WOOD 1.Materials • Dimension Lumber and Timbers (Sawn Lumber) • All dimensioned lumber shall comply with USDOC PS20. • Visually graded dimension lumber shall be Douglas Fir-Larch #2 or better. • Visually graded timbers (5" x 5" and larger) shall be Douglas Fir-Larch #1 or better. • Machine stress rated (MSR) lumber shall be 1600f-1.6E or better. • End jointed lumber may be used interchangeably with solid sawn members of the same species and grade with written approval from the Engineer. • Wood Structural Panel Sheathing • Wood sheathing shall be APA rated sheathing Exposure 1 unless noted otherwise and shall conform to the requirements for its type in USDOC PS1 or USDOC PS2. The panels must be identified by the trademarks of the approving testing and inspection agency. • Wood sheathing minimum thicknesses, span ratings, and nailing requirements shall be as indicated in the Roof and Floor Sheathing Schedule, unless noted otherw • Wood sheathing shall have the following minimum thicknesses and span ratings, unless noted otherwise: Roof 15/32"(32/16) Floor 23/32"(48/24) Wall 7/16"(24/16) • Nails or other approved fasteners used to connect sheathing to the structure shall be driven such that their head or crown is flush with the surface of the sheathing. Do not overdrive fasteners. • Prefabricated Wood I-joists • I-joists shall comply with ASTM D5055 • All prefabricated wood joists shall be as called out on plan and manufactured by the following: BCI: Manufactured by Boise Cascade. TJI: Manufactured by i-Level (Weyerhaeuser). LPI: Manufactured by LP Building Products (Louisiana-Pacific Corporation). • I-joists of equal design properties as those called for on plan, including depth, stiffness and flange width may be substituted with written approval from the Engineer. • Handle, store and install all wood I-joists per the manufacturer's guidelines. • DO NOT cut or notch flanges. • Holes cut in the webs of the I-joists shall be per the manufacturer's guidelines. • Structural Glued Laminated Timber (GLB) • Structural glued laminated timber shall be manufactured and identified as required in ANSI A190.1 and ASTM D3737. • Glulam beams shall be the following species and combination number: • Simple-Span Glulam Beams: Douglas-fir 24F-V4 1.8E • Continuous-Span and Cantilevered Glulam Beams: Douglas-fir 24F-V8 1.8E • Hybrid combination glulams with equivalent design properties may also be used with written approval from the Engineer. • Appearance of members shall be Framing or Industrial appearance. • Camber: unless otherwise noted on the drawings, all stock glulam beams shall be cambered to industry standard 3500'-0" radius. Stock beams with zero camber are acceptable where available. • Laminated Veneer Lumber (LVL) , Laminated Strand Lumber (LSL), and Rim Board • LVL, LSL and Rim Board shall comply with ASTM D5456. • All LVL shall be a minimum of 13/4" thick have the following minimum properties, U.N.O.: Fb = 2600 psi; E = 1.9x10⁶psi; Fv = 285 psi; Ft = 1555 psi; Fcll = 2510 psi; Fc_l_ = 750 psi • All LSL shall be a minimum of 1¼" thick and shall have the following minimum properties, U.N.O.: Fb = 1700 psi; E = 1.3x10⁶psi; Fv = 400 psi; Ft = 1075 psi; Fcll = 1400 psi; Fc_l_ = 680 psi • All Rim Boards shall be a minimum of 1¼" thick and shall have the following minimum properties, U.N.O.: Fb = 1130 psi; E = 0.8x10⁶psi; Fv = 355 psi; Fc_l_= 1415 psi • Handle, store and install all LVL, LSL, and Rim Boards per the manufacturer's guidelines. • Connect multiple members together per the manufacturer's guidelines and as shown in the details. • Where discrepancies exist between the manufacturer's guidelines and the details shown in these plans, use the more stringent of the requirements. • Nails • All Nails shall conform with the tolerances specified in ASTM F1667, "Standard Specification of Driven Fasteners: Nails, Spikes and Staples." • All nails shall be common nails with the following properties: 6d 0.113"1.25" 8d 0.131"1.50" 10d 0.148"1.63" 12d 0.148"1.63" 16d 0.162"1.75" Nail Size Shank Diameter Min. Penetration into Support Member • Nails with properties less then those listed above shall not be used without prior written approval from the Engineer. • Nails shall have round (full) heads. Nails with "T", brad, finish or casing heads are not permitted. • Deformed shank nails shall have either a helical (screw) or an annular (ring) shank. • Bolts • Anchor Bolts:ASTM F1554 Grade 36 (or A307 Grade A/C or A36) • All anchor bolts connecting the sill plate to the concrete foundation shall have a PL1/4"x3"x3" washer between the sill plate and the nut and have a minimum 7" embedment into concrete. • Connection Bolts: ASTM A307 Grade A/C/ or A36 • All bolted connections shall have a standard cut or larger washer on both sides of the connection (between the head and the wood member and between the nut and the wood member). • Bolt holes shall be a minimum of 1/32" to a maximum of 1/16" larger than the bolt diameter. Holes shall be accurately aligned in main members and side plates or side members. Bolts shall not be forcibly driven. • All bolted connections shall have a standard cut or larger washer on both sides of the connection 2.Connection Hardware • All connection hardware shown shall be supplied by Simpson Strong-Tie Incorporated or USP structural connectors. • Install all hardware per the manufacturer's guidelines. • Connection hardware of equal design properties by other manufacturers may be substituted with written approval from the Engineer. 3.All fasteners in contact with pressure-treated or fire-treated wood shall be hot-dipped zinc-coated galvanized or stainless steel. 4.All wood in contact with concrete, masonry or soil shall be pressure treated or redwood. 5.General framing and carpentry shall be connected as per "THE MINIMUM NAILING SCHEDULE" unless noted otherwise. 6.Provide rim board or solid blocking at all joist, rafter, and truss bearing points U.N.O. Where blocking is used, it shall be at least 2" (nominal) thick full depth of joist and shaped to match slope of blocked member. • Rim board or blocking between joists shall be nailed to the wood plate at the top of the wall with one Simpson "A35" framing anchor per each piece of blocking. Fill all holes in the framing anchors with 8d x 11/2" nails (12 nails per A35), unless shown otherwise on the drawings. 7.Provide approved bridging at 8'-0" on center maximum between joist or rafter end supports where both the top and bottom chord of the member are not braced with sheathing or wall board. 8.Built-up beams of 2x members shall be connected together as shown in the details. • Where a built-up beam connection is not shown in the details, built-up beams shall be connected as follows: • Members 12" or less in depth shall be spiked together with not less than 16d spikes at 12" on center, staggered. • Members more than 12" shall be connected together with 1/2" diameter bolts at 24" on center, staggered. Bolts shall be placed one-quarter of the depth of the member from the top and bottom of the member. 9.All bearing and shear walls shall have a minimum of 2 top plates. Splices in top plates shall be made as shown in the top- plate splice schedule. • Where a top-plate splice is not shown in the details, top plates splices shall be staggered a minimum of 4'-0" from the nearest splice in adjoining top plate and spiked together with a minimum of (20) 16d nails between splices unless noted otherwise.10.Provide a double joist under parallel partitions. 11.Do not cut or notch any wood stud greater than 25% of its width. Do not bore a hole in any wood stud greater in diameter than 40% of its width. Bored holes shall be centered in the stud whenever possible. In no case shall the edge of any bored hole be nearer than 1" to the edge of the stud. Bored holes shall not be located at the same section of stud as a cut or notch. • Bored holes up to 60% of the stud width are allowed provided that an additional stud is placed adjacent to the stud to be bored, that the bored hole is centered in the stud, and no more than two successive sets of studs are so bored. DEFERRED SUBMITTALS 1.Items requiring deferred submittals that are listed below are to be designed and fabricated by the manufacturer according to specifications given in structural and architectural drawings. • Prefabricated Roof Trusses (by roof truss manufacturer) • Concrete Mix Designs (by concrete supplier) • Timber Trusses (by truss manufacturer) 2.These deferred submittals shall first be submitted to the project architect and/or engineer for review and coordination. Upon completion of the architect/engineer review, a submittal to the city shall be made (for city review and approval). The city submittal shall include a letter stating that the architect/engineer review has been performed and that the plans and calculations for the deferred submittal items are found to be acceptable (e.g., with regard to geometry, load conditions, etc.) with no exceptions. 3.The final submittal shall be signed and sealed by a Professional Engineer licensed in the state in which construction will occur and shall be available at the jobsite throughout construction. PRE-FABRICATED WOOD TRUSSES 1.Prefabricated metal plate wood trusses shall be designed, signed, and sealed by a Professional Engineer registered in the same state as the project location. They shall be designed to support the concentrated and uniform loads shown on the plans, unbalanced and sliding snow loads, and the following uniform loads: Dead Load (Top Chord):10 psf Dead Load (Bottom Chord):10 psf Live or Snow Load (Top Chord):35 psf Live Load (Bottom Chord):10 psf --Does not occur concurrently with top chord live load. Max Total Load:55 psf Loads listed above do not include drifting, unbalanced, or sliding snow. Designs shall include an additional 9 psf Dead Load at all overbuild framing locations. A dead load no greater than 8 psf shall be assumed for the design of trusses and attachments for wind uplift. Coordinate the truss design with mechanical equipment, fire sprinkling systems and hanging walls supported by the trusses. Provide additional trusses as necessary. • Live Load Span/360 • Total Load Span/240 2.The deflection of all prefabricated wood trusses shall be limited to the following values: 3.No stress increase is allowed for snow loads. 4.All truss-to-truss connections shall be designed and provided by the truss manufacturer. 5.Design, handling, erection, stability, and permanent bracing of metal plate connected wood trusses shall be in accordance with ANSI/TPI-1, National Design Standard for Metal Plated Connected Wood Truss Construction and the Truss Plate Institute publications entitled "Commentary and Recommendations for Bracing Wood Trusses" and "Commentary and Recommendations for Handling and Erecting Wood Trusses." 6.Steel Connector Plates: All steel gusset plates shall be galvanized and shall have a current ICBO approval. Values established by the approved ICBO report must be indicated on plans. • The minimum size for any connector shall be 8 in². • All steel gusset plates shall be located on the joint as the stresses require and shall provide a minimum bite of 2.5" on all tension members. • Plates shall be pressed or rolled into member to obtain full penetration without crushing the outer surfaces of wood. • All steel plate dimensions shall be increased by 10% above that required by analysis. Duration of load stress increases for steel connector plate design are not allowed. • Submit a copy of the ICBO report for the connector plate used. 7.No wane, knots, skips, or other defects shall occur in the plated contact area or scarfed area of web members. Plates shall be centered with one required each side of wood truss. 8.The truss shall be handled and stored in a manner to prevent moisture from being absorbed by the wood. 9.Shop Drawings: Complete calculations and shop drawings indicating all member forces, stresses, duration factors, lumber grades, dimensions, truss-to-truss connections, metal plate sizes and locations, and applied loads shall be submitted and reviewed by the engineer before fabrication. Each connector shall be dimensioned on the shop drawings as to its exact size and location at the joint. 2 2 2 2 06/13/2022 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 GENERAL STRUCTURAL NOTES 08/15/2018 PERMIT SET S102 18029 GENERAL STRUCTURAL NOTES STRUCTURAL STEEL 1.Codes and Standards: Fabrication and installation shall comply with the latest edition of the following: • American Institute of Steel Construction (AISC), "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings," with "Commentary". • AISC "Code of Standard Practice" excluding sections 3.4, 4.4 and 4.4.1. • AISC "Specification for Structural Joints Using ASTM A325 or A490 Bolts" • AISC "Seismic Provisions for Structural Steel Buildings." • American Welding Society (AWS), Structural Welding Codes D1.1, D1.3, D1.4, and D1.8, except as modified by the "Steel Construction Manual". 2.Material: • Wide Flange Sections ASTM A992 (50 ksi) • Plate • Typical ASTM A36 • Notch-toughness requirements apply for Group 3, 4, and 5 shapes with flange thickness greater than 11/2" and plate 2" and thicker which are a part of the Seismic Load Resisting System (SLRS). Minimum Charpy V- Notch requirements are 20 ft-lbs at 70°F. • Pipe ASTM A53 Grade B Type E/S • Hollow Structural Shapes • Rectangular ASTM A500 Grade B (46 ksi) • Base Plates • Less than 4 inches thick ASTM A36 • Other Structural Shapes (M, C, etc) ASTM A36 • Bolted Connections ASTM A325 • Anchor Bolts • All Columns unless noted otherwise: ASTM F1554 Grade 36 with ASTM A563 heavy hex nuts with Grade A hardened washers. • Braced Frame/Moment Frame Columns unless noted otherwise: ASTM F1554 Grade 55 (equiv to A572 Grade 55) ASTM F1554 Grade 105 (equiv to A193 Grade B7) with ASTM A563 heavy hex nuts with ASTM F436 minimum 5/16" thick washers. • Weld Filler Metal • Shielded Metal Arc Welding AWS A5.1, low-hydrogen only Low-hydrogen restrictions do not apply when welding sheet steels in accordance with AWS D1.3, including attaching these steels to structural members. • Gas-Metal & Metal-Cored Arc Welding AWS A5.18 • Flux-Cored Arc Welding AWS A5.20 E7XT-4 or E7XT-11 electrodes are not permitted. • Intermixing of welds made from self-shielded welding electrodes with gas-shielded electrodes is not allowed in seismic critical welds, unless tested in accordance with AWS D1.8, annex B. The Field Erection Contractor is responsible for verifying intermixing of self-shielded and gas-shielded welding will not occur, or alternatively, the welding procedure is qualified by testing. • Use E70 class electrodes only, unless noted otherwise. E60 class electrodes may be used for welding steel floor and roof decks. All electrodes to be low hydrogen. • Non-Shrink Grout ASTM C1107 Grade B • Non-shrink grout shall be prepackaged, non-metallic and non-gaseous. • Furnish certified independent test data to Structural Engineer. • Fluid Consistency (flow cone) = 20 to 30 seconds • Compressive Strength in 28 days = 7,500 psi 3.Structural Detailing • Provide full depth web stiffener plates at each side of all beams at all bearing points. Stiffener plates shall be the thickness called out below unless noted otherwise. Stiffeners shall be welded on both sides of the plate- to-flange and plate-to-web interfaces. Do not weld into the web-to-flange fillet region of the member. • FLANGE WIDTH STIFFENER THICKNESS WELD SIZE Less than 8 1/4" 1/4" 3/16" • Bolting and Fasteners • Ordinary steel-to-steel connections, simple span framing, and beam/girder-to-bearing plates are the standard connection used throughout the design drawings, unless noted otherwise: • Use A325N bolts or tension-controlled bolts. • Tighten these fasteners to a "snug tight" condition. • Where a steel-to-steel connection is not shown, provide a standard AISC framed connection of one half the total uniform load capacity of the beam for the span and steel specified. • Use A325N or A325X bolts or tension-controlled bolts. • Pretension these fasteners as required by AISC "Specification for Structural Joints Using ASTM A325 or a A490 bolts." • Fasteners and washers shall not be reused. Scrap dirty, rusted, or water-contaminated bolt assemblies. • Welding • All intersecting steel shapes which are not bolted shall be connected by a fillet weld all around, unless noted otherwise. Where fillet weld sizes are not shown, they shalll be 1/16" less than the thinnest of the connected parts for thicknesses 1/4" and larger. Fillet welds on plates less than 1/4" shall be of the same size as the thinnest of the connected part. • Field weld symbols indicate welds that may be performed in the field. The general contractor shall coordinate shop and field welds between the fabricator and erector. 4.Welding of Reinforcing Steel or Bolts • Reinforcing Bars: Do not weld rebar. Do not substitute reinforcing bars for deformed bar anchors, structural bolts, or headed stud anchors. • Do not weld anchor bolts, including "tack" welds. • Headed Stud Anchor welding and Deformed Bar Anchor welding shall conform to the manufacturer's specifications. LEGEND OF MARKS AND ABREVIATIONS ALT Alternate ARCH Architect BLDG Building BLK Blocking BN Boundary Nail BOTT Bottom BRG Bearing BTWN Between BYND Beyond CANT Cantilever CGS Center of Gravity of Strand CJ Control Joint CJP Complete Joint Penetration CL Center Line CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CS Coil Strap DB Deck Bearing DBA Deformed Bar Anchor DBL Double DIM Dimension DWG Drawing (E)Existing EA Each ELEC Electrical EMBED Embedment EN Edge Nail EQ Equal EQUIP Equipment EXT Exterior FD Floor Drain FND Foundation FLR Floor FTG Footing FRT Fire Retardent Treatment GA Gauge GALV Galvanized GLB Glued Laminated Beam GSN General Structural Notes HD Hold-Down HDR Header HORIZ Horizontal HSA Headed Stud Anchor HSS Hollow Structural Section ICBO International Conference of Building Officals IBC International Building Code INT Interior JST Joist JST's Joists k Kip(s) = 1000 Pounds klf Kips Per Linear Ft ksf Kips Per Square Ft LB Pounds (#) LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry (MAX)Maximum MECH Mechanical MEZZ Mezzanine MFR Manufacturer (MIN)Minimum MISC Miscellaneous MTL Metal (N)New oc On Center OPNG Opening OPP Opposite OSB Orientated Strand Board PCF Pounds Per Cubic Ft PERP Perpindicular PL Plate plf Pounds Per Linear Ft PRE-FAB Pre-Fabricated psf Pounds Per Square Ft psi Pounds Per Square Inch PT Post Tension PT/DF Pressure Treated Douglas Fir RD Roof Drain REINF Reinforce/Reinfircement/Reinforcing REQD Required/Requirements/Requiring RTU Roof Top Unit SCHED Schedule SCW Seismic Critical Weld SIM Similar STD Standard STIFF Stiffener STL Steel STRUCT Structural T&G Tongue and Groove TEMP Tempature TYP Typical U.N.O.Unless Noted Otherwise VERT Vertical w/With WWR Welded Wire Reinforcement WP Working Point 06/13/2022 1 1 2 2 3 3 4 4 A A B B B.5 B.5 C C D D 27' - 0"16' - 0"16' - 0"26' - 0" 9' - 0 " 39 ' - 0 " 11 ' - 0 " CW -1 FC 2 . 0 97 ' - 6 " CW-1 FC2.0 97'-6" FC2.0 97'-6" CW-2 FTS2.0 100'-0" CW-1 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " CW-1 FC2.0 97'-6" CW-1 FC2.0 97'-6" CW-1 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW -1 FC 2 . 0 97 ' - 6 " CW-1 FC2.0 97'-6" CW -1 FC 2 . 0 97 ' - 6 " SS SS SS SS S S S SFTS2.0 100'-0"STHD14STHD14STHD10STHD10STHD10STHD10STHD10HDU-11HDU-11HDU-11HDU-11STHD14STHD14HDU-5HDU-5HDU-5HDU-5STHD14STHD10STHD144" UNREINFORCED SLAB ON GRADE OVER 4" FREE DRAINING GRAVEL OVER PREPARED SUBGRADE T.O.S. = 100'-0" 10' - 0" (MAX) 10 ' - 0 " ( M A X ) CJ 4" UNREINFORCED SLAB ON GRADE OVER 4" FREE DRAINING GRAVEL OVER PREPARED SUBGRADE T.O.S. = 100'-0" CJ CJ CJ 8 S501 _________________ 8 S501 _________________ 8 S501 _________________ 5' - 0 " CW -2 FC 2 . 0 97 ' - 6 " 9 S501 _________________ 9 S501 _________________ 5' - 0 " CW -2 FC 2 . 0 97 ' - 6 " 8 S501 _________________ 8 S501 _________________ 8 S501 _________________ 4 S501 TYP_________________ 8 S501 _________________ 5' - 0" 9 S501 _________________ EQ EQ 8 S501 _________________ 5' - 0" FS4.0 99'-0"FS4.0 99'-0"HSS4X4X1/4HSS4X4X1/410 S501 TYP_________________HDU-8HDU-85673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 FOOTING AND FOUNDATION PLAN 08/15/2018 PERMIT SET S201 18029 STEEL COLUMN, SEE SCHED ON (S301) FTS-x THICKENED SLAB FTG, SEE SCHED STHD-x HOLD-DOWN TYPE, SEE GSN AND SCHED'S HD-x HOLD-DOWN TYPE, SEE GSN AND SCHED'S CJ CONTROL JOINT, SEE FTG AND FND DETAILS ON (S501) FC-x CONT. FTG, SEE SCHED FS-x SPOT FTG, SEE SCHED CW-x CONC WALL, SEE SCHED S S FTG STEP, SEE FTG AND FND DETS ON (S501) WOOD COLUMN DEPRESSED FND WALL, POUR SLAB OVER, SEE FTG AND FND DETS ON (S501) CONC WALL, SEE SCHED FTG ELEV. FTG DESIGNATION TOP OF FOOTING ELEVATIONS FOOTING AND FOUNDATION PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 2. COORDINATE LOCATION OF DEPRESSED SLABS, SLOPED SLABS, AND FLOOR DRAINS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 3. SEE ARCHITECTURAL DRAWINGS AND CIVIL DRAWINGS FOR EXTERIOR CONCRETE WORK AT DOORS, SIDEWALKS, ETC. 4. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS TO ALL STEEL COLUMN COORDINATE DIMENSIONS SHOWN WITH ARCHITECTURAL DRAWINGS. 5. SEE FOOTING AND FOUNDATION DETAILS FOR BURIED PIPES RUNNING PARALLEL AND PERPENDICULAR TO FOOTINGS. 6. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR TYPICAL CONSTRUCTION AND CONTROL JOINTS IN FLOOR SLAB. 7. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR LOCATIONS WHERE CONTROL JOINTS ARE DISCONTINUOUS. 8. SEE FOOTING AND FOUNDATION DETAILS FOR REINFORCING AROUND MISCELLANEOUS OPENINGS IN CONCRETE WALLS. 9. SEE FOOTING AND FOUNDATION DETAILS FOR TERMINATION OF HORIZONTAL WALL REINFORCING AT CORNERS. 10. CENTER ALL SPOT FOOTINGS UNDER COLUMNS AS SHOWN ON PLAN, TYPICAL UNLESS NOTED OTHERWISE. 11. SEE GENERAL STRUCTURAL NOTES AND FOOTING AND FOUNDATION DETAILS FOR FILL BENEATH FOOTINGS. 12. SLOPE GRADE AWAY FROM THE BUILDING AT NOT LESS THAN ONE UNIT VERTICAL IN 20 UNITS HORIZONTAL (5% SLOPE) FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. 1/4" = 1'-0"1 FOOTING AND FOUNDATION PLAN N 2 06/13/2022 1 2 3 4 A A B B B.5 B.5 C C D D B1 **SW-2 * * SW -3 SW-1 SW -1 SW-1 SW -1 SW -1 * * SW -3 **SW -2 SW -2 * * SW -2 * * SW -2 SW-1SW -2 SW-3 SW -2 B2 B2 B3 B2B1B2B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B1 B1 B1 (3 ) 1 3 / 4 " x 1 8 " L V L (3 ) 1 3 / 4 " x 1 8 " L V L (3 ) 1 3 / 4 " x 1 8 " L V L (3 ) 1 3 / 4 " x 1 8 " L V L(4) 2x6(4) 2x6(4) 2x6(4) 2x6TIMBER TRUSS TIMBER TRUSS TIMBER TRUSS JACK TRUSS AT 2'-0"oc (3) 1 3/4" x 16" LVL (3) 1 3/4" x 16" LVL (3) 1 3/4" x 16" LVL (3) 1 3/4" x 16" LVL (3) 1 3/4" x 16" LVL PFT AT 2'-0"oc TIMBER TRUSS TIMBER TRUSS TIMBER TRUSS 9' - 0 " 39 ' - 0 " 11 ' - 0 " 27' - 0"16' - 0"16' - 0"26' - 0" 3 S701 _________________ 2 S701 _________________ 3 S701 _________________ B2 2 x 6 A T 2 '-0 "o c 8 S701 _________________ 11 S701 _________________ 4 S701 _________________ 3 S701 _________________ 2 S701 _________________ 7 S701 _________________ 2 x 6 A T 2 '-0 "o c 9 S701 _________________ 6 S701 _________________ 7 S701 _________________ 5 S701 _________________ 10 S701 _________________ (3) 1 3/4" x 16" LVL 7 S701 _________________ 1 3/4" x 9 1/2" LVL AT 16"oc 1 3/4" x 9 1/2" LVL AT 16"oc 1 3/4" x 9 1/2" LVL AT 16"oc(3) 1 3/4" x 9 1/2"LVL(3) 1 3/4" x 9 1/2"LVLSW-1 SW -1 SW-1 2 S701 _________________ 5 S701 _________________ SIMPSON CMSTC16 STRAP SIMPSON CMSTC16 STRAP 10 S701 _________________ SIM 5 S701 _________________ 4 S701 _________________ 3 4 B B.5 C **SW-2 * * SW -3 SW -1 SW -1 * * SW -3 **SW-2 B1B2B1 B1 B1 B1(4) 2x6(4) 2x611 7/8" TJI 210 AT 16"oc 3 S601 _________________ 2 S601 _________________ 1 S601 _________________ B1 B2 3 S601 _________________ 1 S601 _________________ 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 ROOF FRAMING PLAN 08/15/2018 PERMIT SET S202 18029STEEL COLUMN, SEE SCHED ON (S301) SW-x WOOD SHEAR WALL TAG WITH ASTRIKS INDICATES STRAP OPENING PER SW SCHED ** SW-x WOOD SHEAR WALL TAG, SEE SCHED WOOD SHEARWALL, DASHED LINE INDICATES SIDE OF WALL TO RECEIVE SHEATHING, SEE SCHED WOOD BRG WALL, SEE SCHED SHEATHING ORIENTATION, SEE SHEATHING SCHEDULE FOR THICKNESS, SPAN RATING AND NAILING REQUIREMENTS(x) TS(x) KSINDICATES NUMBER OF TRIMMER STUDS INDICATES NUMBER OF KING STUDS WALL ABOVE WOOD COLUMN ROOF FRAMING PLAN NOTES MARKS AND SYMBOL LEGEND SECTION MARK SHEET NUMBER - Sxxx 1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS 2. VERIFY ROOF SLOPES, DRAINS, AND DECK BEARING ELEVATIONS WITH ARCHITECTURAL DRAWINGS. SEE ROOF FRAMING DETAILS. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CEILING ELEVATIONS AND SOFFIT ELEVATIONS AND DETAILS. 4. ALL ROOF SHEATHING SHALL HAVE STRENGTH AXIS (FACE GRAIN) PERPENDICULAR TO FRAMING MEMBERS. UNLESS NOTED OTHERWISE. REFER TO SCHEDULE FOR SHEATHING TYPE AND NAILING SCHEDULE ON SHEET (S301). 5. REFER TO GENERAL STRUCTURAL NOTES ON SHEET (S101) FOR DESIGN LOADS OF ROOF TRUSSES. 6. ALL TRUSS DETAILS, AND TRUSS TO GIRDER TRUSS DETAILS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 7. TRUSS MANUFACTURER SHALL VERIFY ALL CEILING ELEVATIONS AND SPECIAL CONDITIONS PRIOR TO FABRICATION. 8. CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY BRACE, WALLS, BEAMS, TRUSSES, ETC. AS REQUIRED DURING CONSTRUCTION. 9. SEE THE MINIMUM NAILING SCHEDULE FOR CONNECTIONS NOT SPECIFICALLY DETAILED. 10. SEE SCHEDULE FOR PIPE PENETRATIONS THROUGH WOOD WALL TOP PLATES. 11. FOR BUILT UP BEAMS AND COLUMNS, SEE FRAMING DETAILS. 12. IF TIE DOWN POST AND FULL HEIGHT BEARING POST OCCUR AT THE SAME LOCATION, USE LARGER OF POSTS SPECIFIED. 13. SEE FRAMING DETAILS FOR TYPICAL BEARING STUDS AND KING STUDS AT WALL OPENINGS. 14. ALL EXTERIOR WALLS, ARE (SW-1) UNLESS NOTED OTHERWISE. SEE SHEAR WALL SHEATHING SCHEDULE. 15. ALL WALLS ARE 2x6 DF#2 AT 16"oc U.N.O. N 1/4" = 1'-0"1 ROOF FRAMING PLAN 1/4" = 1'-0"2 STORAGE MEZZANINE PLAN TAG SIZE COMMENTSGRADEMIN. POST - WOOD BEAM SCHEDULE B1 (2) 2x10 DF #2 (1)2x6 -B2 (3) 2x10 DF #2 (2)2x6 -B3 (3) 1 3/4"x9 1/2" LVL 1.9E (2)2x6 NOTE: 1. POST SIZE FOR BEAM TAGS PROVIDED ABOVE ARE MINIMUM REQUIRED UNO. CONTRACTOR IS TO VERIFY ON PLAN IF LARGER POST SIZE IS REQUIRED. 2. FOR TYPICAL HEADER FRAMING AT EXTERIOR WALL OPENINGS, SEE DETAILS. 3. SEE DETAIL (1/S302) FOR BUILT UP BEAM/HEADER FASTENING REQUIREMENTS. 06/13/2022 TYPICAL FOOTING SECTION TYP FTG REINF 3" C L R 3" CLR 3" CLREQEQEQ CONCRETE FOOTING NOTES: 1. PLACE ALL FOOTING REINFORCING IN BOTTOM OF FOOTING WITH 3" CLEAR CONCRETE COVER, UNLESS NOTED OTHERWISE. 2. TOP REINFORCING, WHERE SPECIFIED, SHALL BE PLACED IN THE TOP OF THE FOOTING WITH 2" MINIMUM CONCRETE COVER. 3. IF FOOTINGS ARE EARTH FORMED, FOOTING WIDTH AND LENGTH SHALL BE 6" WIDER AND LONGER THAN SCHEDULED. 4. SEE GENERAL STRUCTURAL NOTES FOR ALL OTHER REQUIREMENTS. 5. NOT ALL FOOTINGS ARE USED, SEE FOUNDATION PLAN FOR FOOTING MARKS. 6. RUN CONTINUOUS BARS IN 'FC' FOOTING THROUGH INTERSECTED 'FS' FOOTINGS. C3000-S1500 FS3.0 3 '-0"3 #5 2 '-6"EQ 2 '-6"#53 '-0"12"EQ3 CONCRETE FOOTING SCHEDULE MARK WIDTH NO SPACING REINFORCING CROSSWISE COMMENTSLENGTHSIZELENGTHNOSPACING REINFORCING LENGTHWISE SIZE LENGTHDEPTH CONT CONTFC2.0 2 '-0"12"3 #4 EQ CONT CONTFTS2.0 2 '-0"12"3 #4 EQ FS4.0 4 '-0"4 #5 3 '-6"EQ 3 '-6"#54 '-0"12"EQ4 FS5.0 5 '-0"5 #5 4 '-6"EQ 4 '-6"#55 '-0"12"EQ5 FS6.0 6 '-0"6 #5 5 '-6"EQ 5 '-6"#56 '-0"12"EQ6 TYPE "A" EQ EQ VERT REINF HORIZ REINF WALL REINFORCEMENT PLACEMENT TYPES: CONCRETE WALL NOTES: 1.SEE GENERAL STRUCTURAL NOTES FOR COVER AND OTHER REQUIREMENTS NOT NOTED IN SCHEDULE. 2.PLACE STEEL IN THE CENTER OF THE WALL. WALLS THICKER THAN 10" SHALL HAVE TWO CURTAINS OF REINFORCEMENT (PLACED NEAR EA FACE OF THE WALL), UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS. MARK THICKNESS REINFORCING VERTICAL COMMENTS HORIZONTAL TOP AND BOTTOM WALL TYPE CONCRETE WALL CW-1 8"(1) #4 AT16"oc (1) #4 AT16"oc (1) #4 A __ CW-2 10"(1) #5 AT16"oc (1) #5 AT12"oc (1) #5 A __ CONCRETE REINFORCING BAR LAP SPLICE NOTES: 1. THIS SCHEDULE SHALL BE USED FOR ALL SPLICES, UNLESS NOTED OTHERWISE. 2. HORIZONTAL BARS ARE CLASSIFIED AS TOP BARS WHERE 12", OR MORE, OF FRESH CONCRETE IS CAST BELOW THE REINFORCING BARS. 3. CLASS 'B' SPLICES SHALL BE USED FOR ALL SPLICES UNLESS NOTED OTHERWISE. 4. TIES AND STIRRUPS SHALL NOT BE SPLICED. 5. FOR ALL LIGHTWEIGHT CONCRETE, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3. 6. FOR ALL EPOXY COATED BARS, LAP LENGTHS SHALL BE MULTIPLIED BY 1.3 FOR TOP BARS AND 1.5 FOR REGULAR BARS. 7. LAP LENGTHS SHALL BE MULTIPLIED BY 1.25 AT SHEARWALL BOUNDARY ELEMENTS. 8. DEVELOPMENT LENGTH 'Ld' IS EQUAL TO CLASS 'A' SPLICE. 45° BEND 180° HOOK 135° HOOK (SCISMIC) OFFSET D D D D D 4d OR 2 1/2" MIN D d d 12 2 D d 12 d6d OR 3" MIN90° HOOK D = 6d FOR #3 -#8 D = 8d FOR #9 -#11 D = 10d FOR #14 -#18 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE REGULAR TOP CLASS CLASS A B A B BAR SIZE f'c = 3000 PSI #3 17"22"22"28" #4 22"29"29"38" #5 28"36"36"47" #6 33"43"43"56" #7 48"63"63"81" #8 55"72"72"93" #9 62"81"81"105" #10 70"91"91"118" #11 78"101"101"131" REGULAR TOP CLASS CLASS A B A B f'c = 4000 PSI 15"19"19"25" 19"25"25"33" 24"31"31"41" 29"37"37"49" 42"54"54"71" 48"62"62"81" 54"70"70"91" 61"79"79"102" 67"87"87"114" REGULAR TOP CLASS CLASS A B A B f'c = 4500 PSI 14"18"18"23" 18"24"24"31" 23"30"30"38" 27"35"35"46" 40"51"51"67" 45"59"59"76" 51"66"66"86" 57"74"74"96" 64"82"82"107" REGULAR TOP CLASS CLASS A B A B f'c = 5000 PSI 13"17"17"22" 17"23"23"29" 22"28"28"36" 26"34"34"49" 38"49"49"63" 43"56"56"72" 48"63"63"81" 54"71"71"92" 60"78"78"102" 'HDU' TYPE HOLDDOWN SCHEDULE 'HDU' TYPE HOLDDOWN NOTES: 1.ANCHOR BOLTS SHALL INCLUDE A DOUBLE NUT AND 2 1/4 x 2 1/4 x 3/8" WASHER. 2.INCREASE FOOTING DEPTH WHERE EMBEDMENT LENGTH PLUS 3" IS GREATER THAN FOOTING DEPTH SPECIFIED. 3.ALL HOLDDOWNS SPECIFIED ARE "SIMPSON -STRONG TIE", SEE GENERAL STRUCTURAL NOTES FOR SUBSTITUTIONS. 4.LAG SCREWS SHALL NOT BE USED. 5.ANCHOR DEPTH IS REQUIRED TO BE INCREASED FOR THE THICKNESS OF FLOOR SLAB POUR OVER CONDITIONS THAT OCCUR ABOVE TOP OF FOOTINGS OR TOP OF STEM WALLS. EMBEDMENT LENGTH DOES NOT INCLUDE THAT PORTION OF CONC ABOVE THE FOOTING OR STEM WALL. EMBEDMENT LENGTH DOES NOT INCLUDE THAT PORTION OF CONC ABV FOOTING/STEM WALL END OF WALL OR EDGE OF OPNG UNO 4" MAX HD POST, EN SHEATHING TO POST FULL HEIGHT "SIMPSON" SDS 1/4" x 2 1/2" WOOD SCREWS 'HDU' TYPE -HD SILL PL, SEE SW SCHED AB MARK HOLDOWN POST WOOD SCREWS "SIMPSON" SDS 1/4" x 2 1/2"EMBED DEPTHANCHOR BOLT Ø HDU2 (2) 2x (6)5/8"0'-8" HDU4 (2) 2x (10)5/8"0'-8" HDU5 (2) 2x (10)7/8"0'-8" HDU8 (3) 2x (14)7/8"1'-0" WALL SHEATHING NOT SHOWN FOR CLARITY NOTE 5 EM B E D M E N T HDU11 (5) 2x (20)1"1'-0" HDU14 (5) 2x (36)1"1'-2" PL 3/8"x2 1/4"x2 1/4" NOTE 5 IF SOG POURS OVER FOOTING OR STEM WALL, SEE NOTE 5 'LSTHD/STHD' TYPE HOLDOWN, USE 'LSTDHRJ/STHDRJ' MODEL WHERE RIM JST EXISTS HOLDDOWN POST, EDGE NAILING SHEATHING TO POST FULL HEIGHT, SEE DETAILS FOR REQD CONNECTION OF POSTS SILL PL, SEE SHEARWALL SCHED #4 REBAR w/ MIN LENGTH OF 2x EMBED LENGTH + 12" MIN EDGE DIST TO CONC CORNER NOTES: 1. INCREASE FOOTING DEPTH WHERE EMBEDMENT LENGTH PLUS 3" IS GREATER THAN FOOTING DEPTH SPECIFIED. 2. ALL HOLDOWNS SPECIFIED ARE 'SIMPSON STRONG TIE', SEE GSN FOR SUBSTITUTIONS. MARK REQUIRED NAILS HOLDOWN POST 'LSTHD/STHD' TYPE HOLDOWN SCHEDULE MIN EDGE DISTANCE EMBEDMENT DEPTH LSTHD8 (2) 2x (24) 16d 1 1/2"0' -8" STHD10 (3) 2x (28) 16d 1 1/2"0' -10" STHD14 (3) 2x (38) 16d 1 1/2"1' -2" NO SCALE:S301 1 CONCRETE FOOTING SCHEDULE NO SCALE:S301 2 CONCRETE WALL SCHEDULE NO SCALE:S301 3 CONCRETE REINFORCING BAR LAP SPLICE SCHEDULE / BAR BENDING DIAGRAMS NO SCALE:S301 4 'HDU' TYPE HOLDDOWN SCHEDULE NO SCALE:S301 5 LSTHD TYPE HOLDOWN SCHEDULE 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 SCHEDULES 08/15/2018 PERMIT SET S301 18029 06/13/2022 SW/EN HD WHERE APPLIES FIELD NAIL SW/EN 1/ 1 6 " G A P A T S H E A T H I N G S I D E J O I N T S 1/8" GAP AT SHEATHING END JOINTS SW/EN TO UPPER TOP PL BLK ALL JOINTS SILL PL, USE 3x WHERE REQD BY SCHED EDGE OF WOOD SHEATHING SHEETS CTR ON STUDS AND BLKS SW/EN JOINT STUD, USE 3x WHERE REQD BY SCHED TYPE WOOD SHEATHING SHEETS MAY BE INSTALLED VERT NOTES: 1. MINIMUM NAIL PENETRATION INTO FRAMING, 8d = 1 1/2", 10d = 1 5/8" 2. USE COMMON NAILS. (8d DIAMETER = 0.131", 10d DIAMETER = 0.148") 3. ALL ANCHOR BOLTS SHALL HAVE A 3"x3"x1/4" PLATE WASHER. 4. ALL ANCHORS BOLTS SHALL HAVE A MINIMUN EMBEDMENT DEPTH OF 7". 5. SEE PLAN FOR WHERE WINDOW OPENINGS ARE STRAPPED. SILL PLATE BOLTING TO CONCRETE STRAPPING AT OPENINGS IN SHEARWALLS TYPICAL TOP PLATE SPLICE SCHEDULE AT PIPE HOLE SIZE STRAPS TOP PLATE SPLICE SCHEDULE D W EQUAL ±W/4 EA END ST2122 WITH (4) 16d ST2215 WITH (6) 16d EA END NONE REQUIRED C OF PIPE AND STRAP OVER 2/3 LESS THAN 2/3 STUD WIDTH STUD WIDTH STUD WIDTH DBL TOP PL STRAP EA SIDE PER TABLE L LESS THAN 1/3 AB SIZE AND SPACING SEE SW SCHEDULE FOR 5/8" AT 32"oc TYP, UNO 12" MAXIMUM D = 6" MINIMUM, WHERE SILL PL IS DRILLED OR NOTCHED MORE THAN 1/3 WIDTH, INSTLL AB EA SIDE OF NOTCH KING STUD HEADER, SEE PLAN SIMPSON CS16 STRAP DBL 2x X CONT SILL PL NO SPLICE EDGE NAIL SHEATHING ALL AROUND OPNG FULL HEIGHT OF KING STUD AND FULL LENGTH OF BLOCKS CONT ROD HD, WHERE APPLIES TYP ELEVATION (2) 16d AT 3"oc ((16) 16d MIN EA SIDE OF EA SPLICE) SPLICE SPLICE BOTT PL OVER STUD TYP STUDS TOP PLATE SPLICE DETAIL 2x FLAT BLOCK TO RECEIVE STRAP NAILING TYP MIN DISTANCE BTWN SPLICES, SEE SCHED 4'-0" (MIN) LAP W D D D D D PLAN VIEW MAX 1/2" PLYWOOD SHEATHING BOTT PL PL WASHER 3"x3"x1/4" ANCHOR BOLT AND NUT NOTE: WASHER TO EXTEND TO W/IN 1/2" OF SHEATHING, LARGER WASHERS MAY BE REQD IF BOLTS ARE NOT OFFSET IN BOTT PL AS SHOWN MARK WOOD SHEATHING THICKNESS NAIL SIZE EDGE NAIL FIELD NAIL SILL BOLTING TO WOOD SILL NAILING TO WOOD JOINT STUD, BLKG, SILL WOOD SHEATHING SHEARWALL SCHEDULE SHEATHING BOTH SIDES NoSW-1 7/16"8d 6"oc 12"oc 16d AT 10"oc2x 5/8"Ø AT 32"oc NoSW-2 7/16"8d 4"oc 12"oc 16d AT 8"oc2x 5/8"Ø AT 24"oc NoSW-3 7/16"8d 3"oc 12"oc 16d AT 6"oc2x 5/8"Ø AT 24"oc PROVIDE 'SIMPSON' STRAP WHEN NOTED ON PLAN. SIZE SEE PLAN. PL SIZE REQD NAILS EA SIDE OF SPLICE (22) 16d NAILS2x4 (MIN) DISTANCE BTWN SPLICES 4'-0" 2 ROWS OF (18) 16d NAILS2x66'-0" 'SIMPSON' COIL STRAP NAIL SIZE 10dCS16 STRAP LENGTH 'L' BEYOND EA SIDE OF OPENING 2'-0" SHEATHING SCHEDULE AT ROOF AND FLOOR PLYWOOD SHEATHING NOTES: 1.MINIMUM NAIL PENETRATION INTO FRAMING 8d-1 1/2", 10d-1 5/8". 2.USE SCREW SHANK NAILS AT FLOOR PLYWOOD. 3.USE COMMON NAILS. (8d DIAMETER = 0.131", 10d DIAMETER = 0.148") 4.GLUE AND NAIL FLOOR SHEATHING TO SUPPORTS. OTHER EDGE STAGGER JOINTS CONT EDGE FIELD NAILING 1/ 1 6 " G A P A T S I D E J O I N T S EDGE OF PLYWOOD SHEETS CTR ON JSTS AND BLOCKS 1/8" GAP AT END JOINTS LEDGER BN EN EDGE BLK, OMIT ONLY WHEN NOTED, USE 2x4 FLAT BLK, UNO LOCATION WOOD SHEATHING THICKNESS NAIL SIZE EDGE NAIL CONT EDGE OTHER EDGE EDGE BLOCK BOUNDARY NAIL FIELD NAIL ROOF 19/32"10d 6 6 612 NO FLOOR 23/32"10d 6 6 612 NO 8" 3 1 / 2 " 1 1/2" 8" 3 1 / 2 " 1 1/2" 0.131x3" NAILS (ONE SIDE) 0.131x3" NAILS (BOTH SIDES) 2-STUDS 3-STUDS BEARING STUDSSIZE OF OPENING COMMENTS OPENING FRAMING SCHEDULE KING STUDS LESS THAN 4'-0"1 --1 4'-0" TO 8'-0"2 --2 8'-0" TO 12'-0"3 --3 CONNECTION REQ'S ARE TYP U.N.O IN PLANS OR DETAILS (2) PLY MEMBERS (3) PLY MEMBERS (4) PLY MEMBERS 16d NAILS AT 12"oc EACH ROW. (2) ROWS AT 'h' <10", (3) ROWS AT 'h' > 10", STAGGER ROWS 5/8"Ø THRU BOLT AT 12" oc EA ROW, (2) ROWS AT EA FACE AT 'h' <10", (3) ROWS EA FACE AT 'h' > 10", STAGGER ROWS 16d AT 12"oc EA ROW (2) ROWS EA FACE AT 'h' < 10", (3) ROWS EA FACE AT 'h' >10", STAGGER ROWS BEARING STUD(S) SEE SCHEDULE ABOVE KING STUD(S) SEE SCHEDULE ABOVE (4) 16d EA END OF HDR 2x PL, CONT CRIPPLE STUDS HDR, SEE PLAN DBL TOP PL DBL BOTT PL FOR OPENINGS OVER 8'-0" (4) 16d EA SIDE SOLE PL TO JST OR BLK, FACE NAIL BRDG TO JST, TOE NAIL EA END BLK BTWN JST OR RAFTERS TO TOP PL, TOE NAIL RIM JST TO TOP PL, TOE NAIL TOP PL TO STUD, END NAIL STUD TO SOLE PL, END NAIL DBL STUDS, FACE NAIL DBL TOP PL, FACE NAIL TOP PL, LAPS AT WALL INTERSECTION, FACE NAIL CONT HEADER, TWO PIECES CEILING JST TO PL, TOE NAIL CONT HEADER TO STUD, TOE NAIL CEILING JST, LAPS OVER PARTITIONS, FACE NAIL CEILING JST TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PL, TOE NAIL 1" BRACE TO EA STUD AND PL, FACE NAIL BUILT-UP CORNER STUDS BUILT-UP GIRDER AND BM COLLAR TIE TO RAFTER, FACE NAIL JACK RAFTER TO HIP, TOE NAIL FACE NAIL ROOF RAFTER TO 2x RIDGE BM,TOE NAIL FACE NAIL JST TO BAND JST, FACE NAIL LEDGER STRIP, FACE NAIL PLYWOOD AND PARTICLEBOARD: SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 1/2" AND LESS 19/32" -1" 1 1/8" -1 1/4" COMBINATION SUB FLOOR - UNDERLAYMENT (TO FRAMING) 3/4" AND LESS 7/8" -1" 1 1/8" -1 1/4" MINIMUM NAILING NOTES: 1. NAILING SCHEDULE IS PER TABLE OF THE I.B.C. 2015. 2. NAILING REQUIREMENTS SHOWN HERE DO NOT REPLACE HARDWARE ON THE PLANS OR DETAILS. 3. ALL NAILS USED ARE COMMON NAILS. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6" INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF DIAPHRAGMS AND SHEAR WALLS, REFER TO THE APPROPRIATE SCHEDULE. MINIMUM NAILING SCHEDULE CONNECTION NAILING 16d AT 1'-4"oc (2) 8d (3) 8d 8d AT 0'-6"oc (2) 16d (2) 16d 16d AT 2'-0"oc 16d AT 1'-4"oc (2) 16d 16d AT 1'-4"oc ALONG EA EDGE (3) 8d (4) 8d (3) 16d (3) 16d (3) 8d (2) 8d 16d AT 2'-0"oc 20d AT 32"oc AT TOP AND BOTT AND STAGGERED, (2) 20d AT ENDS AND AT EA SPLICE (3) 10d (3) 10d (2) 16d (2) 16d (2) 16d (3) 16d (3) 16d 8d 8d OR 10d 10d 8d 8d OR 10d 10d NO SCALE:S302 4 WOOD SHEATHING SHEARWALL SCHEDULE AND TYPICAL DETAILS NO SCALE:S302 2 SHEATHING SCHEDULE AT ROOF AND FLOOR NO SCALE:S302 1 TYPICAL OPENING FRAMING SCHEDLE NO SCALE:S302 3 MINIMUM NAILING SCHEDULE 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 SCHEDULES 08/15/2018 PERMIT SET S302 18029 06/13/2022 SE E G E O T E C H d ( V A R I E S ) CONC FTG, SEE SCHED STRUCT FILL SEE GSN d (VARIES) CONC WALL, SEE SCHED 'b' d (VARIES) REINF TO MATCH WALL BOTT OF TRENCH TO BE ABV THIS LINE BACKFILLE D TRENCH CONC FTG, SEE SCHED CONC WALL, SEE SCHED PIPE 2' - 0" MIN 6" 1 2 IF THIS DIM EXCEEDS 1'-6", DO NOT THICKEN FTG PIPE BELOW FOOTING 1/2" CLEAR 12" MIN 12" MIN 6" M I N PIPE THROUGH FOOTING 1/2" CLEAR 6" M I N THICKEN FTG THICKENED FTG LAP PROVIDE ADDITIONAL REINF AS SHOWN TO MATCH BAR THAT IS CUT PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS 12" MIN 12" MIN CONT OR SPREAD FTG PROVIDE SLEEVE FOR ALL PIPES PASSING THRU WALS AND FTGS PERFORMED "T" QUICK JOINT OR SAWCUT WITHIN 24 HOURS OF POUR, USE TOOLED JOINTS AT EXT SLABS 4" SLAB ON GRADE CONTROL JOINT 4" SLAB ON GRADE CONSTRUCTION JOINT KEYED COLD JOINT OR MTL KEY INSTALL BACKER ROD IMMEDIATELY AFTER SAWCUTTING JOINTS t 1/ 4 S L A B TH I C K N E S S ( t ) DOWELS TO MATCH VERT WALL REINF 'Z' BARS TO MATCH CONT FTG REINF CONC FND WALL 3'-4" MAX H SEE SCHED 't ' L = (2x STEP HEIGHT(MIN)) CONC FTG PROVIDE TRANSVERSE REINF IN VERT WALL TO MATCH FTG TRANSVERSE REINF PROVIDE 1/4" MAGNITUDE CONTINIOUS ROUGHENED SURFACE AT WALL/FTG INTERFACE ADDITIONAL VERT BARS AT CORNER TYP CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL CORNER BARS TO MATCH WALL HORIZ BARS CONC WALL ADDITIONAL VERT BARS AT INTERSECTION TYP LA P L E N G T H , T Y P LAP LENGTH, TYP CONC FTG, SEE SCHED FOR SIZE AND REINF STL, SEE ARCH FOR TOP FTG ELEVATION GRADE, SEE ARCH EXTERIOR FINISH, SEE ARCH ANCHOR BOLT, PROVIDE 7" (MIN) EMBED, SEE SHEARWALL SCHED CONC WALL, SEE SCHED FOR SIZE AND REINF 4" LAYER OF GRAVEL, TYP TOP & BOTT CONT REINF VERT WALL REINF CONC SLAB ON GRADE, SEE PLAN ROUGHENED SURFACE, TYP TREATED SILL PL SHEARWALL, SEE PLAN SEE ARCH FOR OPENING CONFIGURATION CONC SOG EXT SLAB OR GRADE T&B CONT REINF DOWEL TO MATCH VERT WALL REINF ABV CONC FTG CONC WALL 1 3 (MIN) WALL BYND 8" T Y P 2x4 BEVELED KEYWAY, CONT ROUGHEN SURFACE CONC FLR SLAB, SEE FTG AND FND PLAN THICKENED SLAB FTG, SEE SCHED FOR SIZE AND REINF WIDTH, SEE PLAN 2x STUD WALL, SEE PLAN SHEARWALL SHEATHING, SEE SCHED CONT BOTTOM PLATE 5/8"Ø ANCHOR BOLT w/ 3x3x1/4" PL AT 32"oc STL COL, SEE PLAN SLAB ON GRADE SEE PLAN AND GSN 18"x18" (MIN) CONC FLR BLOCK CONC FTG, SEE SCHED FOR SIZE AND REINF STEEL SE E P L A N 0' - 8 " , 1.5" NON-SHRINK GROUT CONC SOG SEE PLAN EXT SLAB OR GRADE HORIZ WALL REINF VERT WALL REINF CONC FTG SEE SCHED FOR SIZE AND REINF STL CONC WALL SEE PLAN AND SCHED ROUGHEN SURFACE EN 2x SHEARWALL, SEE PLAN NO SCALE:S501 1 TYPICAL COMPACTED STRUCTURAL FILL (IF REQUIRED) NO SCALE:S501 2 TYPICAL PIPE PARALLEL TO FOOTING NO SCALE:S501 3 TYPICAL PIPE PERPENDICULAR TO CONTINUOUS FOOTING NO SCALE:S501 4 TYPICAL SLAB ON GRADE JOINT NO SCALE:S501 5 TYPICAL FOOTING STEP AT CONCRETE FOUNDATION WALL NO SCALE:S501 6 TYPICAL CORNER WALL REINFORCING FOR SINGLE REINFORCED CONCRETE WALLS (PLAN VIEW) NO SCALE:S501 8 TYPICAL LOW FOUNDATION WALL AT SLAB ON GRADE NO SCALE:S501 7 FOUNDATION WALL AT OPENING DETAIL NO SCALE:S501 9 BEARING STUD WALL AT THICKENED SLAB NO SCALE:S501 10 INTERIOR STEEL COLUMN DETAIL NO SCALE:S501 11 TYPICAL EXTERIOR FOUNDATION WALL 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 FOOTING AND FOUNDATION DETAILS 08/15/2018 PERMIT SET S501 18029 06/13/2022 SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE SCHED 9 1/2" TJI 210 AT 16"oc WALL SHEAHTING, SEE PLAN SW EN 1 1/4" LSL BLK w/ SIMPSON A35 AT 32"oc SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE SCHED I-JST BLG AT 24"oc WALL SHEAHTING, SEE PLAN SW EN 1 1/4" LSL BLK w/ SIMPSON A35 AT 32"oc SILL NAILING, SEE SCHED SW EN FLR SHEATHING, SEE SCHED 9 1/2" TJI 210 AT 16"oc WALL SHEAHTING, SEE PLAN SW EN 1 1/4" LSL BLK w/ SIMPSON A35 AT 32"oc 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 FLOOR FRAMING DETAILS 08/15/2018 PERMIT SET S601 18029 NO SCALE:S601 1 FLOOR FRAMING NO SCALE:S601 2 FLOOR FRAMING NO SCALE:S601 3 FLOOR FRAMING 06/13/2022 2x SOILD BLOCKING BTWN TRUSSES WITH 'SIMPSON' A35 PROVIDE 2"Ø HOLES AT 24"oc FOR VENTILATION ROOF SHEATHING, SEE SCHED DIAPHRAM BOUNDARY NAIL (BN), SEE ROOF SHEATHING SCHED 2x6 DOUBLE TOP PLATE, SEE (1/S302) FOR SPLICE PREFABRICATED TRUSS, SEE PLAN 'SIMPSON' H1 AT EA TRUSS END BEAM, WHERE OCCURS ROOF JOIST, SEE PLAN 6" WOOD SHEARWALL, SEE PLAN AND SCHED SEE ARCH FOR OVERHANG AND FASCIA DETAILS PFT, SEE PLAN 'SIMPSON' H1 AT EA TRUSS ROOF SHEATHING, SEE PLAN WOOD SHEARWALL (RAKE WALL) SEE PLAN AND SCHED BN BEAM, WHERE OCCURS SEE ARCH 'SIMPSON' A34 EA BLK SOLID BLKG BTWN TRUSSES 2x6 OUTLOOKER AT 16"oc, SEE PLAN EN BN SIMPSON HANGER SEE ARCH FOR OVERHANG AND FASCIA DETAILS 'h ' WOOD BM, SEE PLAN WOOD POST, SEE PLAN WOOD POST, SEE PLAN 'h ' SIMPSON CCQ CAP WOOD BM, SEE PLAN SIMPSON CCQ CAP FULL DEPTH TRUSS BLKG w/ SIMPSON A35 AT 2'-0"oc SW EN WALL SHEATHING, SEE PLAN SIMPSON H1 PFT, SEE PLAN ROOF SHEATHING, SEE SCHED BN HOLD DOWN POST SHEAR WALL EDGE NAILING STAGGERED SHEARWALL EDGE NAILING STAGGERED TO HOLD DOWN POST HOLD DOWN POST SCHEDULED S.W./ PLY, TYP. SHEARWALL EDGE NAILING, STAGGERED DOOR OR WINDOW JAMB COLUMN ROOF SHEATHING, SEE SCHED 2x6 AT 24"oc UPPER ROOF FRAMING BN SW EN CONT DBL TOP PL WALL SHEATHING, SEE PLAN SIMPSON A34 w/ SD CONNECTOR SCREW AT EA JST ROOF BM, SEE PLAN 6x6 COL UNDER GLB FULL DEPTH BLK w/ 'SIMPSON' A35 AT 24"oc BN 2x6 RIM BOARD w/ SIMPSON A35 AT 24"oc SW EN CONT DBL TOP PL WALL SHEATHING, SEE PLAN ROOF SHEATHING, SEE SCHED 2x6 AT 24"oc UPPER ROOF JST SIMPSON H1 ROOF SHEATHING, SEE SCHED BN FULL DEPTH BLKG OR RIMBOARD w/ SIMPSON A35 AT 24"oc 2x6 AT 24"oc UPPER ROOF JST TIMBER TRUSS BY MFG APA6 SW EN 2x BLK WALL SHEATHING, SEE PLAN SIMPSON H1 ROOF SHEATHING, SEE SCHED BN CONC DBL TOP PL 6x6 UNDER TIMBER TRUSS PFT, SEE PLAN FULL DEPTH BLKG OR RIMBOARD w/ SIMPSON A35 AT 24"oc 2x6 AT 24"oc UPPER ROOF JST WOOD BM, SEE PLAN APA6 SW EN 2x BLK w/ 16d AT 6"oc WOOD BEAM, SEE PLAN ROOF SHEATHING, SEE SCHED BN SW EN ROOF SHEATHING, SEE SCHED TIMBER TRUSS BY MFG 6x6 UNDER GLB 'SIMPSON' COLUMN CAP 6x6 UNDER TIMBER TRUSS FULL DEPTH BLKG OR RIMBOARD w/ SIMPSON A35 AT 24"oc 2x6 AT 24"oc UPPER ROOF JST APA6 SW EN 2x6 LEDGER w/ (2) 16d NAILS AT 6"oc ROOF SHEATHING, SEE SCHED BN BN ROOF SHEATHING, SEE SCHED TIMBER TRUSS BY MFG 2x6 AT 24"oc UPPER ROOF JST BN 2x6 BLK w/ SIMPSON A35 AT 24"oc SW EN WALL SHEATHING, SEE PLAN ROOF SHEATHING, SEE SCHED 2x6 AT 24"oc UPPER ROOF JST SIMPSON H1 NO SCALE:S701 2 TRUSS PERPINDICULAR TO WALL NO SCALE:S701 3 OUTLOOKER AT SHEARWALL NO SCALE:S701 5 TYPICAL WOOD BEAM CAP SEAT AT STEEL COLUMN NO SCALE:S701 4 ROOF TRUSS TO INTERIOR WALL 5673 S Redwood Rd. Salt Lake City, UT 84123 Office: 801-905-1097 mjstructuralengineers.com Th i s d r a w i n g a s a n i n s t r u m e n t o f p r o f e s s i o n a l s e r v i ce , i s t h e p r o p e r t y o f M J S T R U C T U R A L E N G I N E E R S a n d sh a l l n o t b e u s e d , i n w h o l e o r i n p a r t , f o r a n y o t h er p r o j e c t w i t h o u t t h e p e r m i s s i o n o f a n a u t h o r i z e d re p r e s e n t a t i v e o f M J S T R U C T U R A L E N G I N E E R S . U n a u t h o r iz e d u s e w i l l b e p r o s e c u t e d t o t h e f u l l e s t e x t e n t o f t h e l a w . C o p y r i g h t © 2 0 1 8 b y M J S T R U C T U R A L E N G I N E ER S . SDB / BH u g urban group The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID N. YELLOWSTONE HWY REXBURG, ID. 83440 STILLWATER EQUITY PARTNERS LLC num. description date sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners d design stamp: sheet title: 427 WEST 11950 SOUTH, SUITE 201 DRAPER, UTAH 84020 PHONE: 801.335.9900 GOULD+ ARCHITECTS, LLC - 2018C consultant: REV 1 08/23/181 PLAN CHECK COMMENTS 06/13/222 ROOF FRAMING DETAILS 08/15/2018 PERMIT SET S701 18029 NO SCALE:S701 1 TYPICAL HOLDOWNS AT ENDS OF SHEARWALLS NO SCALE:S701 6 ROOF BEAM NO SCALE:S701 7 UPPER ROOF JOIST TO WALL NO SCALE:S701 8 TRUSS TO GLB NO SCALE:S701 9 ROOF BEAM TO BEAM CONNECTION NO SCALE:S701 10 INTERIOR WALL TO ROOF NO SCALE:S701 11 ROOF FRAMING AT INTERIOR WALL 06/13/2022 sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: WASTE & VENT PIPING FLOOR P1.0 PLAN sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: WATER & GAS PIPING FLOOR P1.1 PLAN sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: PLUMBING SCHEDULES P2.0 & DETAILS sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: MECHANICAL FLOOR PLAN M1.1 sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: MECHANICAL DETAILS M2.0 sheet number: revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: stamp: sheet title: THOMSON FARMS CLUBHOUSE REXBURG, ID 472 N. YELLOWSTONE HWY REXBURG, ID. 83440 90% REVIEW DOCUMENTS July 9, 2018 18006-1 Author STILLWATER EQUITY PARTNERS num.description date consultant: MECHANICAL SCHEDULES M2.1 TO BE MOUNTED AS CLOSE TO TYPICAL DEVICE MOUNTING HEIGHTS DIAGRAM NO SCALE FINISHED FLOOR ARCHITECTURAL PLANS AND DETAILS. DOOR JAMBS AS POSSIBLE. COORDINATE ALL DEVICES WITH 18" T.V. OUTLET ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. ALL SWITCHES AND THERMOSTATS NOTES: THERMOSTAT OR MECHANICAL SWITCH LIGHT SWITCH CONVENIENCE OUTLET TELEPHONE / DATA OUTLET T T (OR AS NOTED) 5' - 0'' 4' - 0'' 3' - 8'' 50 60 70 80 A. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. (OR AS NOTED) @ MILLWORK XX" * B. D. *COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINS- COTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. * VERIFY WITH MECH. MUD RING ORIENTATION. VOLTAGE DROP SCHEDULE CONDUCTOR SIZE IS TO BE DETERMINED FROM THE FOLLOWING SCHEDULE 120 VOLT, 20A. CIRCUITS #12 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 136' #10 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 216' #8 CONDUCTOR FOR CIRCUITS WITH A MAXIMUM LENGTH OF 343'1.ELECTRICAL CONTRACTOR SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. 2.ELECTRICAL CONTRACTOR SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS FOR CABINETS. 3.INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE, ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. 4.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. 5.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED ON ALL ELECTRICAL EQUIPMENT. 6.CONFIRM EXACT LOCATIONS OF ALL TELEPHONE / DATA OUTLETS WITH OWNER PRIOR TO ROUGH - IN. 7.LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT TO INTERFERE WITH ROOM CABINETS, ETC. 8.SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. 9.ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR THIS WORK AND PAY ASSOCIATED FEES. 10.MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLES AND ELECTRONIC BALLASTS. 11.ALL BATTERY EXIT AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA AS PER CODE. 12.UNLESS SPECIFICALLY INDICATED OTHERWISE, THE ELECTRICAL CONTRACTOR TO COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER /CONTR., EX. DENTAL, MEDICAL, KITCHEN,EQUIPMENT ETC. THE EXACT ROUGH-IN REQUIREMENTS FOR THERE EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE ELECTRICAL CONTR. TO BE RESPONSIBLE FOR FINAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. 13.ALL CONDUIT /RACEWAY /CABLES, TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT /ENGINEER PRIOR TO DOING ANY WORK. 14.E.C. SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. 15.JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". 16.ALL LIGHTING CONTROLS SHALL BE PROVIDED AND INSTALLED BY E.C. 17.THE BRANCH CIRCUITRY SHALL BE DESIGN/BUILD BY THE E.C. INSTALLATION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, 2017 NEC AND GOOD ELECTRICAL PRACTICES. WIRING SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 3% VOLTAGE DROP. PROJECT GENERAL NOTES: Visit the site and become acquainted with conditions to be encountered. Extra funds will not be allowed due to failure to examine site and to standard practices of the trade. All materials shall, unless otherwise all work and pay all costs for complete and operating systems, as contractor shall verify the exact requirements for the electric and be of the same type, material and manufacture for ease of future cutting and driling of structure only with prior approval of the owner. Where cutting and patching of work is necessary, use same materials proper functioning and shall be left in first class operating condition. ducts installed by other trades. Install conduit runs exposed to view All materials, fixtures and equipment shall be covered or sealed upon All equipment shall be readily accessible for maintenance and repairs. workmanship and finish to neatly match all surrounding work. 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit Each piece of equipment and all of the systems shall be adjusted to insure to final completion and acceptance of the work. Such preliminary operation The owner reserves the right to operate any systems of equipment prior Support conduit with one-hole malleable factory made pipe straps, fastened Raceway Installation: Separate underground conduits in a common trench installation so as to provide for safety and to insure that operation and noted, be new and in perfect condition. All material for similar uses shall Do all drilling and cutting as necessary for installation of equipment. Do depth shall be 18". Coordinate conduit installation with pipes, steel and parallel or at right angles to structural members, walls or building lines. appearance will be maintained after subsequent construction operations. telephone services with the utility company representatives and provide These plans have been prepared without utility company comments. The All workmanship shall be performed by skilled mechanics using the best CUTTING AND PATCHING: OPERATING AND ADJUSTING: shall not be construed as an acceptance of any work. 9. with screws. EXECUTION: 8. directed by the governing utilities. include existing conditions in bid price. MATERIALS AND WORKMANSHIP: COORDINATION WITH UTILITIES: maintenance. 7. 6. Panelboards: Circuit breakers shall be 10,000 AIC minimum. All locks keyed alike and typewritten directories. All panels shall have a minimum of 36" working in neat, clean and usable condition. Remove all cement, paint, grease, oil all exposed fixtures, trim and equipment, and leave the entire installation Upon completion of the work, prior to final inspection, thoroughly clean Prior to final acceptance of the project, deliver to the owner a written any defective work. Demonstrate continuous satisfactory operation of Test all wire for shorts, opens, grounds, or other defects. Correct damaged due to faulty work and materials furnished under this section. this period, including repair or replacement of the premises that may be repair or replace all such defective items promptly that may occur during one year guarantee on all workmanship, materials and equipment and agree to Selected by owner, installed by electrical contr. 17.CLEAN-UP: GUARANTEE: all electrical equipment. and other foreign substances. 19. 18.TEST: LIGHTING FIXTURES: DEVICE PLATES: SERVICE EQUIPMENT: clearance in front of panel. All dimensions to be field verified. 16. 15. 14. required, including all conduits and wires indicated, including control conduits Complete and operable systems of electrical lighting, power and receptacles. Alterations and additions including conduit, wiring, outlets, fixtures, devices All work and materials shall comply with all applicable codes, safety orders, detailed as specified to a more restrictive standard or higher requirement. having jurisdiction including regulations of the State Fire Marshall, unless laws, ordinances and regulations of governing authorities and other agencies The electrical drawings are essentially diagrammatic in that all provisions All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and installed as though fully to conform and to avoid obstructions, without additional cost to the owner. systems can not be shown. All installations shall be adjusted as necessary necessary to conform to structural, architectural, mechanical and plumbing ELECTRICAL SPECIFICATIONS COMPLIANCE WITH CODES: INTERPRETATION OF DRAWINGS: VISITING THE SITE: set forth in these specifications. 5. 4. 3. Connections to all A.C. equipment as indicated and and outlets. 2. INTENT: and lamps. 1. All conduit shall be continuous for grounding. All grounding conductors As required by code and as directed by owner. pressure connectors for larger wire. All wiring shall be copper. #14 AWG unless noted. Use "Ideal Yellow" pulling compound for all pulls. Use Scotchlock connectors for all splices in #12 wire and taped bolted Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be CONDUCTORS: DEVICES: GROUNDING: shall be insulated green copper, sized as shown. 12. 13. 11. CONDUIT AND WIRING METHODS:10. As required by code and as directed by owner. ·All wiring methods shall be installed in accordance with the 2014 NEC. ·Type NM and SER Cable is allowed in R-2 areas in accordance with local AJH and NEC. ·MC cable is allowed where concealed in walls, ceilings or floors. ·All surface/exposed feeders and branch circuits shall be: Conductors in Raceway. ·All wiring within finished spaces shall be concealed; surface mounted raceway is prohibited. ·All underground wiring shall be: Conductors in Raceway. Direct Bury cable is prohibited. TELEPHONE/DATA SYSTEMS 1.1 Summary A.Includes But Not Limited To 1.Furnish and install all the equipment, materials, terminations and labor necessary to provide a complete CAT6 Telephone/Data and Television cabling system as described in Contract Documents including, but not limited to, raceway, outlets, modular jacks, device plates, cables, punch down blocks, backboards, cabinets, patch panels, grounding and other miscellaneous items required for a complete system. 2.Furnish and install main service raceway as described in Contract Documents and to comply with local telephone company requirements. 3.Refer to Drawings for conduit sizes and quantity of cables/jacks at each outlet location. 1.2 Warranty A.A Lifetime product warranty covering all components, equipment and workmanship shall be submitted in writing with system documentation. The warranty period shall begin on the system's first use by the owner. Warranty shall be vendor supplied. Contractor warranty alone is unacceptable. B.The project must be pre-registered with Manufacturer before installation has begun. 2.1 Components A.Boxes shall be a 4 square deep box with single-gang mudring. B.Telephone and Computer Network System Cable 1.23 gauge, solid annealed copper, 4-pairs. CAT6 2.Use plenum-rated cable in ceilings and areas used for plenum air return 3.Provide Owner with patch panels, quantity as required. 4.Different colors of cabling shall be used; (Yellow - Telephone, Blue - Network) 5.Manufacturers: a.Superior Essex b.Alternate manufacturer with equivalent performance standard. C.Equipment Racks 1.Provide a minimum of (1) 19" wall mounted rack at each comm. board location 2.Provide with 20A power strip, wire management and rack mounting kits. 3.Manufacturers: a.Cooper B-line b.Alternate manufacturer with equivalent performance standard. D.Telephone Termination Blocks 1.UL verified CAT6. 2.66 termination with tin lead plated IDC D.Telephone & Network Patch Panels 1.UL verified CAT6 2.110 termination with tin lead plated IDC 3.19" rack mount with backboard mounting frame. 4.48 Ports 5.Manufacturers: a.Leviton b.Alternate manufacturer with equivalent performance standard. E.Telephone/Network Jacks & Faceplates 1.Wall Jacks a.CAT6 - Color to match cable color. 2.Faceplates a.Color to be as specified by Owner. b.Provide and install Blank inserts as needed. 3.Manufacturers: a.Leviton b.Alternate manufacturer with equivalent performance standard. F.Cables shall be installed in conduit from outlet to above nearest accessible ceiling space, install J-hooks above accessible ceiling space 3ft on center for supporting cable. Install cable from terminal board/data rack to each telephone/network outlet. G.Terminate cables at each outlet with specified modular jack assembly. H.Terminate cables on punch down blocks or patch panels at terminal board. I.All Faceplates, patch panels and cables shall be labeled depicting location, Cables shall be labeled on both ends. J.Terminate cabling according to EIA/TIA 568B.1 Standards. K. Installation of all materials shall be as recommended by manufacturer. 3.2 Quality Assurance A.Comply with applicable portions of NEC ANSI/EIA/TIA 568 as to type products used and installation of components. Provide products and materials which have been UL-listed and labeled. B.Cabling system shall meet the performance requirements of the ANSI/TIA/EIA-568-B Standards (Annex E). C.Each cable and patch cable shall be tested from the outlet location to the patch panel, the system shall be tested to Category 6 Level II compliance. The test path shall include workstation jacks, Horizontal cabling and patch panels. Contractor shall replace any equipment or cabling that fails and retest. Provide Owner with complete test reports of cabling system. CATV CABLING SYSTEM E.C. SHALL PROVIDE AND INSTALL A COMPLETE CATV CABLING PLAN INCLUDING ALL CABLE, FACE PLATES, TERMINATIONS, AMPLIFIERS, SPLITTERS, ETC. AS REQUIRED. INSTALL A STAR TOPOLOGY WITH A HOME RUN COAX TO EACH LOCATION. LOCATE HEAD END AT COMM.BOARD. sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners urban design group stamp: sheet title: --- July 10, 2018 18006-C mmp STILLWATER EQUITY PARTNERS num.description date consultant: P.E. JOB #1862 Pocatello, Idaho 83201 1823 E. Center tel (208) 232-4439 Consulting Engineers www.payneengineeringinc.com COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID 422 EAST 1200 NORTH REXBURG, ID. 83440 ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: 6-9-2022 ON FILE AT: PAYNE ENGINEERING INC. ELECTRICAL NOTES AND SCHEDULES E1.0 DUPLEX RECEPTACLE WALL MOUNTED FIXTURE CEILING MOUNTED FIXTURE FLUORESCENT FIXTURE ELECTRICAL SYMBOL SCHEDULE BRANCH CIRCUIT - HOME-RUN TO PANEL BRANCH CIRCUIT - IN FLOOR OR UNDERGROUND MECHANICAL EQUIPMENT OR DETAIL SYMBOL DRAWING NOTE (ON THE SHEET WHERE SHOWN) THERMOSTAT W/ 3/4"CONDUIT W/PULL CORD TO MECH. UNIT FAN MOTOR CONNECTION POINT BRANCH CIRCUIT - CONCEALED * SEE MECHANICAL DRAWINGS FOR CONDUIT DESTINATION AND M.C. V.I.F. A.F.F. B.F.G. NL E.C. ABOVE FINISHED FLOOR BELOW FINISHED GRADE VERIFY IN FIELD NIGHT LIGHT (CONNECT TO UNSWITCHED LEG OF LTG CIRCUIT) MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR MOTOR CONNECTION POINT T EF TELEPHONE / DATA BOARD (GRND AS PER UTIL. CO) TIME CLOCK SWITCHT 1 1 A-1,3 DOUBLE DUPLEX OUTLET (4-PLEX) JUNCTION BOX BRANCH PANELBOARD J EMERGENCY WALL LIGHT WITH 90MIN. BATTERY PHOTOELECTRIC CELL/SWITCH HVAC SYSTEM SENSOR - SEE MECHANICAL E S WALL BOX DIMMER SWITCH. (SWITCH TO BE COMPAT. W/LOAD SERVED) SINGLE POLE SWITCH (SEE SUBSCRIPTS) RECESSED CAN FIXTURE MAIN/DISTRIBUTION PANELBOARD TRAC LIGHT SYSTEM * * PUSHBUTTON (AS INDICATED ON DRAWINGS) ROUGH-IN BOX MUD RING ORIENTATION. RECPT. SUB- SCRIPTS AC=ABOVE COUNTER GFI=GROUND-FAULT IG=ISOLATED GROUND S=SURGE SUPPRESSION TR=UL TAMPER RESISTANT WP=WEATHERPROOF COVER W/GFCI RECEPT. TV= RECPT. FOR TV, SEE ARCH. ELEVATION DWGS FOR MTG. HEIGHT USB=RECEPTACLE W/USB CHARGER CR=CORD REEL (SEE DETAIL) F=FUSED DISCONNECT (FUSE PER EQUIP. NAMEPLATE) DISCONNECT SWITCH (SIZE AND TYPE AS INDICATED) B=ENCLOSED CIRCUIT BREAKER CEILING MOUNTED DUPLEX RECEPTACLE FLOORBOX - POWER ONLY (2-DUPLEX RECEPTACLES) DUAL-LEVEL SWITCHES; IN-BOARD AND OUT-BOARD LAMPS SHALL BE SWITCHED SEPARATELY. (SUBSCRIPT APPLIES TO BOTH SWITCHES) SWITCH SUB- SCRIPTS 3 = 3-WAY 4 = 4-WAY F = EXHAUST FAN TIMER (INTERMATIC MODEL EI400 SERIES) T = THERMAL OVERLOAD SWITCH W/PILOT LIGHT P = 1-POLE SWITCH WITH PILOT LIGHT. (SEE SPECS) M = SWITCH SUPPLIED W/ EQUIPMENT (INSTALLED BY E.C.) WP = WEATHERPROOF CEILING MOUNTED OCCUPANCY SENSOR BLANK = DUAL TECH., LINE VOLTAGE [WATTSTOPPER #DT-355] L = LARGE AREA, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2205] H = HALLWAY, ULTRASONIC LOW VOLTAGE [WATTSTOPPER #WT-2255] R = RESTROOM, DUAL TECH., LINE VOLTAGE, 2-POLE [SENSOR SWITCH #CMR-PDT-9-2P], (1) RELAY FOR LTG, (1) RELAY FOR EXHAUST FAN (30 MIN. DELAY) D = INTEGRAL DAYLIGHT SENSOR TO AUTOMATICALLY CONTROL FIXTURES IN DAYLIGHT ZONES W = WALL MOUNTED ON/OFF/DIM *PROVIDE LOW VOLTAGE SENSORS WITH POWER/RELAY PACK(S) AS REQUIRED FOR OPERATION. [WATTSTOPPER #BZ-50] EXIT SIGN, WALL OR CEILING MOUNT & DIRECTIONAL ARROWS AS INDICATED ON DRAWINGS. CONNECT TO UNSWITCHED LEG OF NEAREST LIGHTING CIRCUIT. EMERG. FIXTURE WITH EMERG. BATTERY PACK, CONNECTED TO UNSWITCHED LEG OF LIGHTING CIRCUIT. G.C.GENERAL CONTRACTOR N.T.S.NOT TO SCALE V=VFD (PROVIDED BY M.C. CONNECTED AND INSTALLED BY E.C.) COMBINATION STARTER & FUSED DISCONNECT SWITCH; 2-SETS OF NO/NC CONTACTS, CONTROL XFMR, FUSE PER EQUIP. NAMEPLATE CROSS LINES SHOW # OF PHASE/NEUTRAL CONDUCTORS IF MORE THAN TWO. EQUIPMENT/ISOLATED GROUNDING CONDUCTORS ARE NOT SHOWN. PROVIDE 'GREEN' EQUIP. GROUNDING CONDUCTOR FOR ALL CIRCUITS AND ADDITIONAL ISOLATED GROUND WHERE INDICATED. F M LED 0-10V: LEVITON RENOIR II #AWSMG-7D* W/MATCHING WALL PLATE OR EQUAL (* COLOR TO MATCH WIRING DEVICES) F#E NIGHT LIGHT FIXTURE, CONNECTED FIXTURE TO UNSWITCHED LEG OF LIGHTING CIRCUIT.NL P SWITCH MOUNTED OCCUPANCY SENSOR, LINE VOLTAGE, W/ COVERPLATE, (COLOR TO MATCH WIRING DEVICES) P = PASSIVE INFRARED,1-POLE [WATTSTOPPER # PW-301] P2 = PASSIVE INFRARED,2-POLE [WATTSTOPPER # PW-302] D = DUAL TECHNOLOGY,1-POLE [WATTSTOPPER # DSW-100] D2 = DUAL TECHNOLOGY,2-POLE [WATTSTOPPER # DSW-200] S DATA/COMM. SYMBOL SCHEDULE TELEPHONE OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW) DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW) TELE/DATA OUTLET ( _=# OF CABLES, X=CONDUIT SIZE SEE BELOW) _T-X _D-X _T/_D-X TELEPHONE & DATA OUTLET NOTES: 1.UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO IT ROOM, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. PROVIDE J-HOOKS 3FT ON CENTER ABOVE ACCESSIBLE CEILING FOR SUPPORT OF CABLING. 2.CONDUIT SIZES (X): 2=1/2", 3=3/4" & 4=1", 5=1 14" OR (2) 1" 3.NO LABEL INDICATES: 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY. TERMINATE WITH INSULATED THROATBUSHING (UNO). PROVIDE WITH PULL STRING. DATA OUTLET - ABOVE CEILING ( _=# OF CABLES)_D CEILING MOUNTED SPEAKER AND BACKBOX T.V. OUTLET (C = CEILING MOUNTED) UTILIZE 4 11/16" DEEP BOX WITH 1-GANG MUDRING AND 3 4" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING. INSTALL CONNECTOR AND FACEPLATE AND PROVIDE COAXIAL CABLE FROM OUTLET TO NEAREST TV SYSTEM AMPLIFIER. PROVIDE J-HOOKS 3FT ON CENTER ABOVE ACCESSIBLE CEILING FOR SUPPORT OF CABLING. V VOLUME CONTROLLER COMMUNICATIONS CABLING REQUIREMENTS: (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION) NETWORK CABLING - CAT6 PLENUM RATED, BLUE TELEPHONE CABLING - CAT6 PLENUM RATED, YELLOW TELEVISION CABLING - COAXIAL, RG-6 A/V OUTLET: HUBBELL ENCLOSURE# NSAV62M (1) POWERKIT HBL #NSOKPS, AND (1) 4-PORT DATA PLATE HBL# NSP14W. OTHER ITEMS BY E.C.: INSTALL 1"C FROM DATA COMPARTMENT OF ENCL. TO IT ROOM. INSTALL (1) COAX CABLE AND (1) CAT 6E CABLE. MAKE ALL TERMINATIONS. W 50A 208V 1Ø WELDER OUTLET BOTTOM HALF OF RECEPTACLE SHALL BE SWITCHED MULTI SERVICE A/V FLOOR BOX, LEGRANDE 10 GANG, WITH (4) DUPLEX RECEPTACLES, AND ALL ACCESSORIES, FRAMES, PLATES ETC FOR ALL A/V AND DATA CABLES AS DIRECTED BY OWNER. EC SHALL COORDINATE ALL REQUIREMENTS WITH OWNER PRIOR TO ROUGH-IN Idaho recognizes the 2017 NEC. 1 2 3 4 A B B.5 C D POOL EQUIPMENT WOMEN MEN MECH. JAN. OFFICE VESTIBULEOFFICE OFFICE MAIL ROOM GRAND FOYER KITCHENETTE ALCOVE FOYER RECREATION MECH. EXERCISE WP WP WP WP WP WP WP WP WP WP F 1 EF F F 2 EF 5 EF F8 EF F 9 EF F8 F8 F8 F11 F11 F1 (TYP) F1 (TYP) F11 F11 F10 F10 F10 F7 F7 F2 F2 F2 F2 F1 (TYP) F1 (TYP) S S S F1 F1 F1 S S F5 F3 F12 F3F3F3F3 1 F4 F4 1 F5 F5 F5 F1 F1 F1 F1 F1 F4 F4 F1 F1F1 F1 F1 F1 F1 F1 S R S R S S W SW F3 F3 F3 F3 F1 (TYP) F1 (TYP) S W F5 F1 (TYP) S S F6 F1 F3 F8 F8 F12 S W F8 F1 (TYP) S W F1 (TYP) F5 F9 F9 F9 F9 F9F13 1 1 F13 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners urban design group stamp: sheet title: --- July 10, 2018 18006-C mmp STILLWATER EQUITY PARTNERS num.description date consultant: P.E. JOB #1862 Pocatello, Idaho 83201 1823 E. Center tel (208) 232-4439 Consulting Engineers www.payneengineeringinc.com COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID 422 EAST 1200 NORTH REXBURG, ID. 83440 ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: 6-9-2022 ON FILE AT: PAYNE ENGINEERING INC. ELECTRICAL LIGHTING PLAN E2.0 KEY NOTES 1 PORCELAIN SOCKET WITH WIRE GUARD. FURNISH WITH (1) 10W LED A19 LAMP. SCALE: MAIN LEVEL PLAN - LIGHTING 1/8" = 1' - 0"16'8'0" PENDANT PENDANT DIMMABLE HARDWARE 680 7062 WZNC120/ FIXTURE NOTES: LIGHT FIXTURE SCHEDULE 1 * 1 CONNECT ALL EXIT AND EMERGENCY LIGHTS TO UNSWITCHED LEG OF EMERGENCY POWER LIGHTING CIRCUIT IN AREA. RECESSED CAN RECESSED INCLUDED HALO LT560WH6930/H2750ICAT VANITY LIGHT,LED 68050176 WZNC 2 THE SUFFIX "EM" DENOTES A FIXTURE TO BE SUPPLIED WITH AN EMERGENCY BATTERY DRIVER. CONNECT FIXTURES TO OPERATE WITH SURROUNDING FIXTURES UNDER NORMAL OPERATING CONDITIONS. 2 3 3 EC SHALL COORDINATE ALL FIXTURE TYPES AND FINISHES WITH OWNER PRIOR TO ORDERING. 120/ 120/ WALL PER ARCHITECT EMERGENCY BATTERY WALL PACK UNIT UNLESS NOTED WALL @ 8'-0 INCLUDED LITHONIA ELM2-LED 120/ 277 4 FURNISH AND INSTALL A FIRE RATED CAP, SUCH AS TENMAT FF109-300, OVER ALL RECESSED CANS LOCATED IN FIRE RATED CEILINGS. 4 1-A19 LED 8 WATT 1-A19 LED 7 WATT CHANDELIER, LED RECOMMENDED BY MAN.NORWELL 1082-MB-LED120/ LENGTH PER ARCHITECT 6-LED CANDELABRA BASE EXTERIOR WALL MOUNT WALL PER ARCH PER MANUFACTURER AQ LIGHTING ADLZSV925120/ LED CHANDELIER 12-LED CANDELABRA BASE MURRY FEISS F3216/12SMS120/RECOMMENDED BY MAN. WALL MOUNTED 120/ CEILING FAN PER HUNTER120/HFNP93177 68050186 WZNC FRENCH FARMHOUSE RESTORATION RECESSED CAN RECESSED INCLUDED HALO LT560WH6930/H2750ICAT120/4 WET LOCATION RATED HARDWARE RESTORATION LENGTH PER ARCHITECT 5 FOYER LIGHT WALL PER ARCH 1-A19 LED 7 WATT HARDWARE RESTORATION MANUFACTURER 5 CONTROL PHOTO CELL ON, TIME CLOCK OFF. TRACK LIGHT 120/LTNS4 DBL/LTNLLEDC/LTHNSTBF MATTE BLACK CEILING LED LITHONIA EXTERIOR 120/AFN-EXT-CBA EGRESS INCLUDED LITHONIA WALL PER ARCH EXIT 120/LQMSW3G120ELN LIGHT INCLUDED LITHONIA WALL PER ARCH E.C. SHALL PROVIDE AND INSTALL ALL REQUIRED POWER AND CONTROL CONNECTIONS. COORDINATE WITH OWNER'S REP PRIOR TO ROUGH-IN. 1 2 3 4 A B B.5 C D POOL EQUIPMENT WOMEN MEN MECH. JAN. OFFICE VESTIBULEOFFICE OFFICE MAIL ROOM GRAND FOYER KITCHENETTE ALCOVE FOYER RECREATION MECH. EXERCISE 1 F 1 EH 2 EH 1 CU1 F 2 CU 2 F 3 EH WH-1 WH-2 3 4 MAIN SERVICE METER AND DISCONNECT 4 6 WALL AT CEILING FOR WIFI ACCESS POINT 6 6 6 5 6 sheet number: The drawings, specifications, designs, and images represented herein are considered by law the architect's instruments of service and are the property of Urban Design Group, Inc. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Urban Design Group, Inc. revisions: date: project number: drawn by: project status: current as of: original drawing is 24" x 36" for: 1248 s 500 w mapleton ut, 84664 801.209.6814 www.urbandg.com architects +planners urban design group stamp: sheet title: --- July 10, 2018 18006-C mmp STILLWATER EQUITY PARTNERS num.description date consultant: P.E. JOB #1862 Pocatello, Idaho 83201 1823 E. Center tel (208) 232-4439 Consulting Engineers www.payneengineeringinc.com COPYRIGHT © 2015 URBAN DESIGN GROUP, llc THOMSON FARMS CLUBHOUSE REXBURG, ID 422 EAST 1200 NORTH REXBURG, ID. 83440 ORIGINAL SIGNED BY: TODD E. PAYNE DATED ORIGINAL SIGNED: 6-9-2022 ON FILE AT: PAYNE ENGINEERING INC. ELECTRICAL POWER PLAN E3.0 SCALE: MAIN LEVEL PLAN - POWER 1/8" = 1' - 0"16'8'0" KEY NOTES 1 SPLIT WIRE OUTLET SUCH THAT TOP OF CONTROLS THE DISPOSAL, BOTTOM CONTROLS THE DISHWASHER. PROVIDE AND INSTALL PANEL WITH BREAKERS AS REQUIRED. MOUNT DEVICE IN MILLWORK. COORDINATE WITH SHOP DRAWINGS. PROVIDE 1/2" CONDUIT TO FURNACE FOR CONTROL. 4'x4'x3/4" PLYWOOD BOARD FOR IT SERVICES. PROVIDE AND INSTALL A WALL MOUNTED DIST. RACK. SIZE AS REQUIRED. PROVIDE 120V. POWER AND A #6 GROUND FROM SERVICE GROUND. LOCATE PER OWNER IN FIELD. VERIFY PRIOR TO ROUGH-IN. 2 3 4 WIRING - Cu BREAKER CONDUIT MIN. SERVICE SIZE IN AMPS (76,650VA @ 120/208V 3PH. 4W) RECOMMENDED SERVICE SIZE IN AMPS SERVICE SIZE TOTAL DEMAND 1 SET 4-#350 3" 300A-3P 300 AMPS 212 AMPS MAIN SERVICE LOADS HVAC LOADS SUB-TOTAL: CONTINUOUS LOADS 1,000 VAX 1.25 = 5,000 VA 23,950 VASUB-TOTAL (CONNECTED LOAD) FURNACE (1000VA X 2)=2,000 VA 4,000 VACONTINUOUS LOAD = RECEPTACLE AND MISC. 47,700 VASUB-TOTAL (CONNECTED LOAD) 47,700 VASUB-TOTAL (RECEPTACLE AND MISC.) 23,950 VA 5,000 VA SUB-TOTAL (HVAC EQUIPMENT) SUB-TOTAL (CONTINUOUS LOADS) 76,650 VA =6,000 VA =6,000 VA = 500 VA =2,000 VA = 750 VA =2,000 VA = 200 VA CU/1 (6000VA X 1) CU/2 (6000VA X 1) EX. FANS EH/1 (2000VA X 1) EH/2 (750VA X 1) EH/3 (2000VA X 1) WH-1 (200VA X 1) = 4,500 VAWH-2 (4500VA X 1) RECEPTACLES (180VA X 65)11,700 VA 25,000 VA 5,000 VA FUTURE POOL AND HOT TUB MISC. (5,000VA X 1) 6,000 VADRYER (6,000VA X 1) E.C. SHALL REFER TO MECH. EQUIPMENT DRAWINGS FOR CIRCUIT SIZES AND REQUIREMENTS. NO SCALE POWER RISER DIAGRAM TRANSFORMER POWER COMPANY M POWER CO. METER PER PANEL 2 PER NEC GROUND NEMA 3R ENCLOSURE 200A 3P BREAKER IN + GROUND 3"C., 4-#350 + GROUND 3"C., 4-#350 5 6 8,206 AFC