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Home My WebLink AboutBUILDING REVISION PLANS (1) 2.4.2020 - 19-00723 - Mountain America Credit Union Office - Call CenterReview Report Current Building Review Status: REVISIONS Application Number: 19-00723Permit Details Application Received Date: 10/15/2019 New Commercial Building Application Approved Date: Application Approved Status: ACCEPTED 12/10/2019 227 E Main Mountain America Credit Union Office - Call Center Status of Plan Reviews Completed 12/23/2019Electrical Review COMPLETED 12/26/2019Plumbing Review COMPLETED 12/26/2019HVAC Review COMPLETED 12/31/2019Building Review REVISIONS Permit Review Status Plan Reviews Still in Progress Fire Alarm Review Fire Sprinkler Review Planning and Zoning Review - Site Plan DESCRIPTION COMMENTS STA TUS *Please respond to "REVISIONS" status items, with appropriate comment/documentation as needed! Combustible materials in Type I & Type II bldgs comply with Sect. 603 REVISIONSStandard plywood is not allowed as exterior sheathing on II-B construction. (IBC 603.1) *Revisions Response : Fire barriers meet the requirements of IBC Section 707 REVISIONSFire Barriers applied to shaft enclosures (mechanical shaft and exit enclosure) * Not all 5/8" drywall will provide for a one hour rated wall. Please confirm type x or an equivalent *Revisions Response : Rated doors and windows comply with Section 716 REVISIONSFire rated door assemblies are not identified on door schedule. *Revisions Response : Handrails and Guards meet the requirements of IBC Sections 1014 and 1015 REVISIONS* Detail 11/A-454: Maximum height for a handrail is 38" (Other details show correct height, but detail 11 is the referenced drawing) *Revisions Response : Exit Enclosures meet the requirements of IBC Section 1023 REVISIONSNon-rated exterior walls enclosing interior exit stairs and less than 180 degrees to other parts of the building are required to be protected per 1023.7. *Revisions Response : Reviewed By: Quinton Owens Review Date: 12/31/2019 Plan Review Details quinton.owens@rexburg.org Building Review Status: REVISIONS Page 1 of 2 Approval of plans does not constitute approval of variance from code Building Review (Continued) D ESCRIPTIO N CO MMEN TS STATUS Toilets, Bathing Fac., Sinks, Kit. and Drink. Fount. meet IBC Sec. 1109 REVISIONSToilet compartment doors shall not swing into the required minimum area of the compartment as shown on sheet G202, not on floor plans. *Revisions Response : Special Inspection Contractor is identified (IBC 1704.2.1) REVISIONSWho will be performing the special inspections? *Revisions Response : Glass and Glazing meets the requirements of IBC Chapter 24 REVISIONSAll glazing with its vertical edge within 24" from door and its bottom edge less than 60" above the floor is considered a hazardous location and shall be tempered (W1 and WA are not showing such windows being tempered). *Revisions Response : Exit Lighting and Exit Signs comply with IBC 1008 & 1013 REVISIONSAdd Exit sign at discharge from Stair (S2), and north end of employee lounge in basement (similarly located on other 2 levels) *Revisions Response : Use classification is identified as per IBC Section 302 B occupancy COMPLETED Building height and area meets the requirements of IBC Section 500 * 2 stories with basement, 28' in height * 92,000 sf allowed per floor (with sprinkler allowance alone), actual area is no greater than 6,363 sf on any floor. COMPLETED Type of construction is identified.Type II-B construction COMPLETED Penetrations comply with IBC Section 714 for rated assemblies Penetrations in rated assemblies shall maintain required fire separation and will be approved based on inspections. COMPLETED Geotech Insp. is provided or Bldg. Off. has waived reqs. as per IBC Sec. 1803 GSH (8/28/2019): Project 0130-041-19 COMPLETED Page 2 of 2 Approval of plans does not constitute approval of variance from code FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPESLOPE SLOPE FIGURE 406.4 LANDINGS AT THE TOP OF CURB RAMPS 36 MIN 915 AT LEAST AS WIDE AS CURB RAMP FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS 48 MIN 1220 610 24 MIN 610 24 MIN FIGURE 705.1 SIZE AND SPACING OF TRUNCATED DOMES 1.6-2.4 41-61 (A) ELEVATION (ENLARGED) (B) PLAN 0.2 5.1 TOP DIAMETER OF 50%-65% OF THE BASE DIA. BASE DIAMETER OF 0.9-1.4 (23-36 MM) 0.65 MIN 17 1.6-2.4 41-61 16-18 405-455 430-485 17-19 60 MIN 56 M I N 14 2 0 1525 12 MAX 42 MIN 54 MIN 1370 305 1065 12 MIN 305 24 MIN 610 36 MIN 915 18 " M I N 44 5 48 M A X 12 2 0 56 M I N 14 2 0 1525 60 MIN 60 MIN 1525 59 M I N 15 0 0 4 MAX 100 42 M I N 10 6 5 150 9 MIN 230 6 MIN PARTITION 6 MIN 150 6 MIN 150 6 MIN 12 MIN 150 305 PARTITION 36 915 15 2 5 60 M I N 10 6 5 42 M I N 17 MAX 430 (B) (C) NONCIRCULAR (A) CIRCULAR (A) WALL-HUNG WATER CLOSET - ADULT FIGURE 604.9.2 SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (B) FLOOR-MOUNTED WATER CLOSET - ADULT WALL-HUNG AND FLOOR- MOUNTED WATER CLOSET - CHILDREN FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS FIGURE 609.2 SIZE OF GRAB BARS ALTERNATE DOOR LOCATION (A) ELEVATIO N ADULT (B) ELEVATION CHILDREN (C) PLAN FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TO CLEARANCE FIGURE 604.3 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 604.2 WATER CLOSET LOCATION (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS (B) AMBULATORY ACCESSIBLE WATER CLOSETS FIGURE 604.10 AMBULATORY ACCESSIBLE TOILET COMPARTMENT FIGURE 605.2 HEIGHT AND DEPTH OF URINALS (A) WALL HUNG TYPE (B) STALL TYPE FIGURE 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 604.7 DISPENSER OUTLET LOCATION 13 9 5 55 M I N 56 MIN 1420OR FL O O R M O U N T E D W . C . 10 0 4 M A X 13 2 0 52 M I N F L O O R M O U N T E D W . C . OROR 1-1/4" - 2" 32 - 51 2 MAX 51 4 TO 4.8 PERIMETER 100 - 120 430-485 17-19 18 M I N 44 5 39-41 990 - 1040 39 - 4 1 99 0 - 1 0 4 0 33 - 3 6 84 0 - 9 1 5 33 - 3 6 84 0 - 9 1 5 (C) RECESSED DISPENSER 24 MIN 610 36 MAX 915 42 MAX 1065 48 M A X 12 2 0 (B) PROTRUDING DISPENSER ABOVE GRAB BAR 24 MIN 610 36 MAX 915 12 " M I N 30 5 18 " M I N 44 5 (A) PROTRUDING DISPENSER BELOW GRAB BAR 24 MIN 610 42 MAX 1065 1- 1 / 2 " M I N 38 1 1 FIGURE 502.2 VEHICLE PARKING SPACES 96 MIN 2440 132 MIN 3350 (a) CAR (b) VAN FIGURE 502.4 PARKING SPACE ACCESS AISLE 60 MIN 1525 FU L L L E N G T H O F P A R K I N G S P A C E AREA TO BE MARKED Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:10:41 PM RE X B U R G C A L L C E N T E R GE N E R A L A C C E S S I B I L I T Y R E Q U I R E M E N T S G202 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/8" = 1'-0"2 CURB RAMPS AD - O - 0 4 1/4" = 1'-0"3 TOILET COMPARTMENTS AD - O - 1 4 1/8" = 1'-0"1 ACCESSIBLE PARKING SPACES AD - O - 0 1 num. description date 1 Revision 1 Date 1 UP RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . 1 A 2 3 B C D E 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 212 SF STAIR S2 A6 D a A6 D a C C C C C C2 C2C2 C A452 1 53 SF ELEV. E1 431 SF GAME ROOM 002 528.5 SF EMPLOYEE LOUNGE 007 485 SF BREAK ROOM 004 249 SF PREP. 003 181.5 SF WOMEN'S 012 69 SF PHONE 008 69 SF PHONE 009 69.5 SF MOTHER'S 010 46 SF JANITOR 006 92.5 SF ELECTRICAL 005 179.5 SF MEN'S 011 203.5 SF STAIR S1 709 SF TRAINING 016 652 SF TRAINING 015 337 SF STORAGE 013 100' - 0" 25' - 0"25' - 0"25' - 0"25' - 0" 60 ' - 0 " 30 ' - 0 " 30 ' - 0 " 9" 1' - 0 " 60 ' - 0 " 1' - 0 " 9" 2' - 1 0 " 9" 2 A311 A451 1 A453 1 A401 9 625 SF HALL 014 A a A a A6 a A a A6 a C2 A a A a A a A a A a A a A A a A a A a A a A A a A A A A A a A a A a A a A a A a A a 9"1' - 0"8' - 6 1/2"10' - 10"5' - 7 1/2" 1' - 0" 9" 9"1' - 0"20' - 10"72' - 8"9"5' - 9"4' - 0"9" 9" 3' - 0 " 20 ' - 6 " 9" 8' - 7 " 30 ' - 2 " 1' - 0 " 9" 2' - 1 0 " 9" 9" 1' - 0 " 6" 4' - 6 " 16 ' - 9 " 5' - 7 3 / 4 " 4' - 1 0 7 / 8 " 7' - 7 3 / 4 " 6' - 1 " 14 ' - 1 1 5 / 8 " 9" 9"1' - 0"23' - 3" 9" 1' - 0 " 4' - 5 " 15 ' - 7 " 6' - 5 1 / 2 " 6' - 6 " 6' - 6 " 21 ' - 6 1 / 2 " 9" 9"21' - 7 1/2"3' - 4 5/8"6' - 5"11' - 3"2' - 0"11' - 2"3' - 3"8' - 4"18' - 3"5' - 6 7/8"4' - 2 1/2"9' - 6 1/2"9" 9" 6' - 1 1 1 / 2 " 9" 1' - 0 " 4' - 1 1 1 / 2 " 8' - 7 1 / 2 " 5' - 11 1/2" 10 5/8" C2 A a C S2A 012 011 S1A 010 003B003A 005006 004 016A 015B 015A 013B 2 A312 1 A312 20' - 2 3/4"12' - 4 3/4"15' - 7 1/2"1' - 0"9" A4117 8 C 43 SF PUMP ROOM M01 A A M01 A411 12 M01 9" 1' - 0" 2' - 10" 9" 8"12' - 0"8" 9" 9"8"10' - 0"8" 9" 7" 1' - 0" 9" 4 A312 A a A a 16 ' - 3 " C C 11 2 3 016B 4 A 6' - 1 0 " A A 68.5 SF PHONE 017 008 009 017 WL WL WM 1 1 1 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:09:22 PM RE X B U R G C A L L C E N T E R BA S E M E N T L E V E L F L O O R P L A N A102 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 APPLIANCE - N.I.C. G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL 2 SINK - COORDINATE WITH MECHANICAL 3 6X6 METAL COUNTERTOP WASTE MANAGEMENT PORT 4 OPERABLE PARTITION - BASIS OF DESIGN: MODERNFOLD SINGLE PANEL FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/16" = 1'-0"1 FLOOR PLAN - BASEMENT NORTH num. description date 1 Revision 1 Date 1 UPUP F. E . C . F.E.C. A2011 A202 A201 2 1 1 A 2 3 B C D E A202 2 416.5 SF CONFERENCE 115 143 SF 1 ON 1 ROOM 104 126 SF OFFICE 105 2' - 6 " 175.5 SF CONFERENCE 106 97.5 SF ELECTRICAL 107 81 SF JANITOR 109 73 SF FIRE RISER 110 212 SF STAIR S2 109B 110 S2C 109A 121B 107 S2B 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 A402 17 A452 3 175.5 SF MEN'S 112 176.5 SF WOMEN'S 113 48.5 SF MECH CHASE M1 113 112 S1B 203.5 SF STAIR S1 78 SF ENTRY 101 82.5 SF BIKES 102 53 SF ELEV. E1 41.5 SF COPY 108 495.5 SF AST. MGR. 111 759 SF OPEN AGENT OFFICE 103 125.5 SF OFFICE 119 133 SF OFFICE 120 167 SF OFFICE 118 1449.5 SF OPEN AGENT OFFICE 114 277 SF COPY 122 25' - 0"25' - 0"25' - 0"25' - 0" 60 ' - 0 " 100' - 0" 30 ' - 0 " 30 ' - 0 " 2 A311 A451 3 A453 3 135 SF OFFICE 117 134.5 SF OFFICE 116 525 SF HALL 121 A6 a A a A6 a H6 a H6 a H6 a H6 a A A a A a A a A a A a A A A a A a A a A a A a A A A a A a A a A a A a A a A a A a A A6 a A6 a A a A a A a 1' - 0"8' - 6 1/2" 6 5/8" 15' - 7" 3 7/8" 1' - 0" 2' - 0 " 1' - 0 " 1' - 0 " 16 ' - 0 1 / 2 " 6' - 1 1 / 2 " 14 ' - 5 7 / 8 " 3' - 0 " 6' - 4 1 / 2 " 1' - 0"12' - 8"5' - 0"7' - 11 1/2"8' - 5"10' - 5"6' - 6 1/2" 1' - 0 1/2" 3' - 3"32' - 4"12' - 4 1/2"1' - 0" 1' - 0 " 1' - 0 " 15 ' - 8 " 5' - 4 " 1' - 5 1 / 2 " 3' - 3 " 4' - 1 " 5' - 1 1 " 9' - 7 1 / 2 " 5' - 1 " 9' - 7 " 1' - 0 " 6" 1' - 0"1' - 0"15' - 8"8' - 4"3' - 0"4' - 0"6' - 11 1/2"13' - 0"8' - 7 1/2"22' - 8"1' - 6"10' - 6"5' - 9"4' - 0" 3' - 0 " 20 ' - 6 " 9' - 2 " 4" 3' - 1 0 " 6' - 2 " 3' - 6 " 6' - 6 " 10 ' - 0 " 1' - 0 " 6" 1' - 0"8' - 8"40' - 4"1' - 0"6"1' - 0"10' - 9"4' - 7 1/2"8' - 7 1/2"1' - 0" C2 A D a C2 C2 C2 C2 9' - 5 1 / 2 " 4' - 6 1 / 2 " 1' - 0 " 1' - 0 " 6' - 1 0 " 8' - 8 " 6' - 0 5/8"4' - 10 1/2"6' - 0 1/2" 106 105 101 121A 120119 118 122 117 116 115 W1 5' - 1 1/2" W2 W3 W4 W5 W6W4 W7 W7 W8 W9 W10 WA WC WF WC WC WCWG 2 A312 1 A312 A411 6 4 A312 3' - 0" A a A a 5 A312 A a A a A411 5 1 A 1 1 104 WB A a A562 10 222 1 33 1 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:17 PM RE X B U R G C A L L C E N T E R LE V E L 1 F L O O R P L A N A112 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/16" = 1'-0"1 FLOOR PLAN - LEVEL 1 NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 COPY MACHINE BY OWNER, G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL 2 WOOD WALL PANELING 3 SECURITY TURNSTILES BY OWNER. G.C. TO PROVIDE POWER AND DATA TO THIS LOCATION - COORDINATE WITH ELECTRICAL FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NORTH num. description date 1 Revision 1 Date 1 1 UP F. E . C . F.E.C. RE F . A2011 A202 A201 2 1 1 A 2 3 B C D E A202 2 A6 a A A a A a A a A6 a A6 a C2 C2 C2 763 SF OPEN AGENT OFFICE 202 143 SF 1 ON 1 ROOM 203 126 SF OFFICE 204 175.5 SF CONFERENCE 205 97.5 SF ELECTRICAL / IT 206 212 SF STAIR S2 1 A301 1 A301 2 A301 2 A301 3 A301 3 A301 1 A311 3 A311 A452 5 175.5 SF MEN'S 212 92 SF LOBBY 201 81 SF JANITOR 208 77 SF STORAGE 209 176.5 SF WOMEN'S 213 543 SF CONFERENCE 214 267.5 SF REFRESH 215 203.5 SF STAIR S1 491.5 SF AST MGR. 210 100' - 0" 25' - 0"25' - 0"25' - 0"25' - 0" 60 ' - 0 " 30 ' - 0 " 30 ' - 0 " 125.5 SF OFFCIE 216 127 SF OFFICE 217 COPY 207 1631 SF OPEN AGENT OFFICE 211 2 A311 A451 5 ELEV. E1 A453 5 A402 18 478.5 SF HALL 218 48.5 SF MECH CHASE M2 A a A a A a A A a A a A a A a A a A6 a H6 a H6 a H6 a A a A a A A A A a AAa A a 1' - 0"8' - 6 1/2"1' - 0" C2 C2 1' - 0 " 1' - 0 " 15 ' - 8 " 5' - 4 " 1' - 5 1 / 2 " 7' - 4 " 10 ' - 1 1 1 / 2 " 4' - 7 " 5' - 0 " 9' - 8 " 1' - 0 " 6" 1' - 0"1' - 0"15' - 8"1' - 6"6' - 10"3' - 0"4' - 0"6' - 11 1/2"13' - 0"8' - 7 1/2"24' - 2"9' - 9"9"5' - 9"4' - 0" 3' - 0 " 20 ' - 6 " 9' - 2 " 4" 3' - 1 0 " 3' - 1 0 " 2' - 4 " 3' - 6 " 6' - 6 " 10 ' - 0 " 1' - 6 " 1' - 0"8' - 8"40' - 4"1' - 6"1' - 6"11' - 1 1/2"4' - 3"8' - 7 1/2"1' - 0" 1' - 0"1' - 0"17' - 2"8' - 5 1/2"12' - 3"2' - 0"12' - 2"3' - 3"32' - 4"12' - 4 1/2"1' - 0"1' - 0" 1' - 0 " 1' - 0 " 22 ' - 2 " 17 ' - 5 7 / 8 " 6' - 9 1 / 8 " 8' - 7 1 / 2 " 4' - 1 1 1 / 2 " 1' - 0 " 1' - 0 " 6' - 0 5/8"4' - 10 1/2"6' - 0 1/2" H6 a 2' - 0 " 1' - 0 " 1' - 0 " A6 a 1' - 0 " 6' - 1 0 " 8' - 8 " S2D 206 S1C 213 212 208B 208A 217216 204 214B 214A W2 W3 W4 W11 W6W4 W12 W12 W8 W9 W10 CONFERENCE 200 9' - 10 3/4" WH WC 9' - 1 1 1 / 8 " WJ WKWK 2 A312 1 A312 A4113 4 A312 A a A a A a 5 A312 A a 1 1 1 A411 5 9 4' - 6"2' - 0" 1' - 0" 3' - 2 " 4' - 2 " 4' - 5 " 1 203 WB A a A a A562 10 1 A562 10 1 1 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:22 PM RE X B U R G C A L L C E N T E R LE V E L 2 F L O O R P L A N A122 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 COPY MACHINE BY OWNER, G.C. TO PROVIDE POWER TO THIS LOCATION - COORDINATE WITH ELECTRICAL FLOOR PLAN GENERAL NOTES: 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3/16" = 1'-0"1 FLOOR PLAN - LEVEL 2 NORTH num. description date 1 Revision 1 Date 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID FOUNDATION INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 3-5/8" METAL STUD FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL ACM PANEL SYSTEM AS SCHEDULED ACM PANEL SYSTEM AS SCHEDULED EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL A561 8 DECK BEARING 128' -0" A501 1 MASONRY VENEER AS SCHEDULED 6" METAL STUD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PRE -FINISHED METAL PARAPET CAP EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL GLAZING SYSTEM AS SCHEDULED RETAINING WALL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL T.O. WALL 129' - 0" METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED 5/8" GYPSUM BOARD METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL AIR SPACE AIR SPACE EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A502 9 A562 2 A561 7 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING A561 9 SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING PRE-FINISHED METAL WINDOW WELL COVER LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 1 A562 5 A561 13 A501 2 DECK BEARING 128' -0" BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL 6" METAL STUD EXTERIOR CONCRETE SLAB -SLOPE AWAY FROM BUILDING AND COORDINATE WITH CIVIL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2" EIFS PRE -FINISHED METAL PARAPET CAP CEILING AS SCHEDULED CEILING AS SCHEDULED SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING METAL PANEL AS SCHEDULED EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL A501 3 6" METAL STUD 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL PANEL AS SCHEDULED 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING METAL PANEL AS SCHEDULED PRE -FINISHED METAL PARAPET CAP LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" A501 2 A502 8 GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 6" METAL STUD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3-5/8" METAL STUD 5/8" GYPSUM BOARD 2" EIFS 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 5/8" GYPSUM BOARD 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED 2" EIFS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL 6" METAL STUD 5/8" GYPSUM BOARD RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CEILING AS SCHEDULED CEILING AS SCHEDULED PRE -FINISHED METAL PARAPET CAP ROOF METAL DECK -COORDINATE WITH STRUCTURAL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A501 3 BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A561 2 A561 2 A561 4 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING A561 4 6" METAL STUD 6" METAL STUD METAL PANEL AS SCHEDULEDMETAL PANEL AS SCHEDULED Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:25 PM RE X B U R G C A L L C E N T E R WA L L S E C T I O N S A311 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/8" = 1'-0"3 WALL SECTION 3/8" = 1'-0"1 WALL SECTION 3/8" = 1'-0"2 WALL SECTION num. description date 1 Revision 1 Date 1 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" 3 DECK BEARING 128' -0" A501 1 A562 4 1' - 10 5/8" PRE -FINISHED METAL PARAPET CAP RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL PANEL AS SCHEDULED GLAZING SYSTEM AS SCHEDULED 5/8" GYPSUM BOARD 6" METAL STUD6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS ACM PANEL SYSTEM AS SCHEDULED GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 3-5/8" METAL STUD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL ROOF METAL DECK -COORDINATE WITH STRUCTURAL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING A561 8 CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING T.O. WALL 129' - 0" LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" E DECK BEARING 128' -0" A501 8 A502 9 PRE -FINISHED METAL PARAPET CAP RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED 5/8" GYPSUM BOARD 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED GLAZING SYSTEM AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 5/8" GYPSUM BOARD 6" METAL STUD EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK -COORDINATE WITH STRUCTURAL CEILING AS SCHEDULED CEILING AS SCHEDULED CEILING AS SCHEDULED T.O. WALL 129' - 0" BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A561 7 A561 5 A561 7 A561 5 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING AIR SPACE AIR SPACE 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" A DECK BEARING 128' -0" SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS METAL DECKING -COORDINATE WITH STRUCTURAL PRE -FINISHED METAL PARAPET CAP STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL STRUCTURAL FOOTING AND FOUNDATION -COORDINATE WITH STRUCTURAL CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3-5/8" METAL STUD RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2 COATS ASPHALTIC EMULSION MOISTURE PROOFING CEILING AS SCHEDULED FINISH GRADE -SLOPE AWAY FROM BUILDING -COORDINATE WITH CIVIL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED CEILING AS SCHEDULED BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUD ? EXTERIOR GYPSUM BOARD SHEATHING -COORDINATE WITH STRUCTURAL CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED CEILING AS SCHEDULED ? RIGID CONTINUOUS INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS A562 1 T.O. WALL 129' - 0" LEVEL 1 100' -0" LEVEL 2 114' -0" DECK BEARING 128' -0" CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD5/8" GYPSUM BOARD CEILING AS SCHEDULEDCEILING AS SCHEDULED CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL GLAZING SYSTEM AS SCHEDULED 3-5/8" METAL STUD 5/8" GYPSUM BOARD5/8" GYPSUM BOARD CEILING AS SCHEDULEDCEILING AS SCHEDULED ROOF METAL DECK -COORDINATE WITH STRUCTURAL RIGID ROOF INSULATION -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE -PLY ROOF MEMBRANE -RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:28 PM RE X B U R G C A L L C E N T E R WA L L S E C T I O N A312 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3/8" = 1'-0"1 WALL SECTION 3/8" = 1'-0"2 WALL SECTION 3/8" = 1'-0"4 WALL SECTION 3/8" = 1'-0"5 WALL SECTION 07 num. description date 1 Revision 1 Date 1 1 C 2 A453 4 A453 H6 a H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 8 ' - 5 1 /2 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 3" CLEAR ELEV. E1 1 22 3 1 C 2 A453 4 A453 H6 a ELEV. E1 H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 8 ' - 5 1 /2 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 3" CLEAR 1 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" C DECK BEARING 128' -0" 4 A453 VERIFY WITH ELEVATOR MNFR 6' - 5" CLEAR A455 3 A455 1 A455 1 A455 1 4 5 5 6 7 88 9 6 10 11 12 12 12 7 13 14 15 3 1 2 ' - 4 " M I N . C L E A R O V E R H E A D A455 4 LEVEL 1 100' -0" LEVEL 2 114' -0" BASEMENT 86' -0" DECK BEARING 128' -0" 2 A453 VERIFY WITH ELEVATOR MNFR 8' - 7 1/2" CLEAR 4 5 5 6 7 88 9 6 10 11 12 12 12 7 13 14 1 2 ' - 4 " M I N . C L E A R O V E R H E A D 15 3 1 C 2 A453 4 A453 1 22 H6 a H6 a H6 a H6 a V E R I F Y W I T H E L E V A T O R M N F R . 8 ' - 5 1 /2 " C L E A R VERIFY WITH ELEVATOR MNFR. 6' - 3" CLEAR 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:31 PM RE X B U R G C A L L C E N T E R EL E V A T O R P L A N S A453 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N VERTICAL CIRCULATION GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRIDLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 4. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 6. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 7. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 8. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 9. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 10. ALL FIRE RATED WALLS TO BE LABELED AS FIRE RATED. LABEL TO BE PLACED ABOVE CEILING LINE. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEET A612 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. ALL PENETRATIONS ARE TO BE 2-HOUR FIRE STOPPED. 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. THE FURNITURE AND OTHER F.F.E. SHOWN ON DRAWINGS IS SCHEMATIC AND IS ONLY TO BE USED FOR REFERENCE ONLY. THE CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF ELECTRICAL OUTLETS AND OTHER NEEDS WITH THE OWNER AND ARCHITECT, PRIOR TO INSTALLATION. 20. THE ELEVATOR AND SHAFT SHOWN IN DOCUMENTS IS BASED ON THE THYSSENKRUPP ENDURA 2-STAGE SERIES 3500# HYDRAULIC ELEVATOR. SHAFT AND PIT DIMENSIONS SHALL BE COORDINATED WITH THE EXACT MAKE AND MODEL OF THE ELEVATOR BY THE GENERAL CONTRACTOR. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 (IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE STAIRS) SIGN AND DIRECTIONAL SIGNAGE 2 TWO WAY COMMUNICATION SYSTEM 3 PIT LADDER 4 RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5 CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 6 5/8" TYPE X GYPSUM BOARD 7 CONCRETE SLAB OVER GRAVEL BASE - COORDINATE WITH SLAB PLANS AND STRUCTURAL 8 STRUCTURAL FOOTING AND FOUNDATION - COORDINATE WITH STRUCTURAL 9 6" METAL STUD 10 ROOF METAL DECK - COORDINATE WITH STRUCTURAL 11 SINGLE - PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING 12 CEILING AS SCHEDULED 13 HOLD FOOTING DOWN FOR TURN DOWN SLAB - COORDINATE WITH STRUCTURAL 14 SUMP PUMP 15 ELEVATOR CAB 1/4" = 1'-0"1 ELEVATOR PLAN - BASEMENT 1/4" = 1'-0"3 ELEVATOR PLAN - LEVEL 1 1/4" = 1'-0"2 ELEVATOR SECTION 1/4" = 1'-0"4 ELEVATOR SECTION 1/4" = 1'-0"5 ELEVATOR PLAN - LEVEL 2 num. description date 1 Revision 1 Date 1 1 1 1/4" NOM PAINTED VERTICAL STEEL PIPE 1/4" STEEL CLOSER PLATE PAINTED STEEL CHANNEL OR J- BEAM SUPPORT COORDINAGE WITH STRUCT. STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL 12 GA. BENT TREAD / RISER PAN PAINTED STEEL STRINGER, PAINTED. COORDINAGE WITH STRUCTURAL STEEL RISER, PAINTED 11" 1' - 0" S E C T I O N S E E S T A I R 3"x3"x1/4"x4" STL. ANGLE ANCHOR W/ 5/8" DIA. EXP. ANCHOR 1/4" STEEL CLOSER PLATE PAINTED CONCRETE SLAB PER PLANS. A454 12 TYP. 1" 1 1 / 2 " 5/8" 2 " NOTE: 1/8 1 1/2 1/8 1 1/2-12 NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE TREADS AS LONG AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 4000 PSI. NO WIRE MESH IS REQUIRED IN FILLED POURED CONCRETE LANDINGS AS LONG AS THE CONCRETE USED HAS A MINIMUM DESIGN STRENGTH OF 3000 PSI. IF ANY WIRE MESH OR REINFORCING IS REQUIRED, IT IS TO BE FURNISHED AND INSTALLED BY OTHERS. FORMED STEEL SHEET TREADS & RISERS (THICKNESS AS REQUIRED) 1 1/2" CONCRETE FILL IN FIELD BY OTHERS 1/8 1 1/2 STEEL STRINGER. COORDINAGE WITH STRUCTURAL CHANNEL WELDED TO T.S. COLUMN, COORDINAGE WITH STRUCTURAL (2) LAYERS 5/8" TYPE ' X ' GYP. BOARD STAIRWELL SIDE T.S. COLUMN EMBEDDED IN MTL STUD WALL J MOLD TYP. CONCRETE ON METAL DECK WALL PER PLAN 1/4" STL. CLOSER PLATE- PAINTED 12 GA. BENT TREAD RISER PAN PAINTED STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL. 1"SEE PLANS 7" BEAM WRAP (WHERE OCCURS) 7" 3 3 / 4 " SLAB EDGE ANGLE OR CHANNEL - COORDINAGE WITH STRUCTURAL STEEL DECKING CONCRETE SLAB 4"x4"x3/8" WELD PLATE W/ (2) NELSON STUDS +42" HIGH 1 1/2" NOM. PAINTED STEEL PIPE GUARDRAIL W/ 3/4" DIA. VERTICALS 1 1/2" NOM. PAINTED STEEL PIPE HANDRAIL 3" DIA. PAINTED WALL BRACKET (2) ANCHORS 1/8"x4" BACKING PLATE ANCHOR TO STEEL STUDS 1/2" PAINTED BENT ROD, WELD TO HANDRAIL & WALL BRACKET,GRID SMOOTH 1' - 0" HORIZ. EXTENSION BEYOND TOP RISER EDGE OF TOP RISER 11" EDGE OF BTM RISER CONTINUE TO SLOPE BEYOND BTM RISER 1 1/2"1 1/2" 1'- 0" 4x4x1/4x4 STEEL ANGLE W/ 3/4"~ A307 ANCHOR BOLTS TREADS & RISERS, SEE SECTIONS FOR DIMENSIONS STRINGER W/ 3/16" CLOSURE PL. COORDINAGE WITH STRUCTURAL 1 1/2" DIA. PIPE HANDRAIL A454 2 3 ' - 0 " 1' - 0" 1' - 0" 1' - 0" SCHEDULED WALL HAND RAIL - RETURN TO WALL GUARD RAIL HAND RAIL - RETURN TO GUARD POST TOP RISER HAND RAIL IN LOCATIONS WITHOUT ADJACENT WALL OR GUARD, RETURN HANDRAIL TO POST TOP RISER X" X" X" A - RETURN TO WALL B - RETURN TO GUARD POST C - RETURN TO HANDRAIL POST X" EDGE OF BTM RISER CONTINUE TO SLOPE BEYOND BTM RISER (1) TREAD DEPTH TOP RISER BTM RISER BTM RISER BTM RISER 1' - 0"HORIZ. EXTENSION BEYOND TOP RISER EDGE OF TOP RISER 4' - 0 " HA N D R A I L 3' - 0 " GU A R D R A I L 1 1/4" NOM PAINTED VERTICAL STEEL PIPE PAINTED 3/4" NOM PAINTED STEEL PIPE HANDRAIL NOT TO EXCEED 4" CLEAR SPACING. 12 GA. BENT PLATE TREAD/RISER PAN, PAINTED STEEL STRINGER PAINTED- COORDINAGE WITH STRUCTURAL M A X 4 1 /1 6 " 1 1-1/2" NOMINAL VERTICAL STEEL PIPE, PAINTED. 1-1/2" NOMINAL STEEL RAIL PIPE, PAINTED. 3/4" NOMINAL STEEL VERTICAL INTERMEDIATE PIPES, PAINTED. 1 1/2" 1 1/2" 3 3 /4 " 3 ' - 6 " 1-1/2" NOMINAL STEEL RAIL PIPE, PAINTED. 42" ABOVE FLOOR/TREAD. ATTACHED TO MAIN VERTICALS WITH 1/4" STEEL KNIFE PLATES 3 ' - 0 " COMPOSITE FLOOR SYSTEM. COORDINAGE WITH STRUCTURAL 4"x4"x3/8" WELD PLATE W/ (2) NELSON STUDS Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:32 PM RE X B U R G C A L L C E N T E R VE R T I C A L C I R C U L A T I O N D E T A I L S A454 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1" = 1'-0"1 BOTTOM OF STAIR AT LANDING VC - O - S T 0 1 1" = 1'-0"2 BOTTOM OF STAIR AT SLAB VC - O - S T 0 2 1 1/2" = 1'-0"12 CONCRETE STAIR TREAD VC - O - S T 0 3 1 1/2" = 1'-0"4 INTERMEDIATE LANDING VC - O - S T 0 4 1 1/2" = 1'-0"5 STAIR AT LANDING WITH SOFFIT (BEAM WRAP SIM.) 1 1/2" = 1'-0"6 GUARDRAIL AT SLAB VC - O - H G 0 1 1 1/2" = 1'-0"7 HANDRAIL AT WALL VC - O - H G 0 2 3/4" = 1'-0"8 HANDRAIL EXTENSION AT BOTTOM OF STAIR VC - O - H G 0 3 3/4" = 1'-0"10 HANDRAIL RETURN AT LANDING VC - O - H G 0 4 3/4" = 1'-0"9 HANDRAIL TERMINATION VC - O - H G 0 5 3/4" = 1'-0"11 STAIR GUARDRAIL DETAIL VC - O - H G 0 6 1" = 1'-0"3 TYPICAL GUARDRAIL SECTION VC - O - H G 0 7 num. description date 1 Revision 1 Date 1 ROOF MEMBRANE 3'-0" X 2'-6" ROOF HATCH W/ INSIDE PADLOCK HASP AND INSULATED CURB 2X WOOD BLOCKING ON STEEL ANGLE FRAMED OPENING PATH OF TRAVEL 3' - 0" A A B & C B C NOTE: INSTALL UNDER THE END OF PREFINISHED COPING SOLDERED METAL FLASHING NEW 24 GA. GI.NEW CONTINUOUS SEALANT NEW CORROSION RESISTANT FASTENER SPACED @ 6" O.C. SEALANT NEW CONTINUOUS INSTALL COPING PRIOR TO EIFS INSTALLATION 6" COPING PARAPET FLASHINGMEMBRANE METAL CLAMPING RING W/ GROOVES ROOFING MEMBRANE OVER RIGID INSULATION 2" HIGH METAL CLAMPING RING W/ NO GROOVES STEEL ANGLE SUPPORT SEE STRUCT. (TYP.) METAL CLAMPING RING (TYP.) SECONDARY ROOF DRAIN PRIMARY ROOF DRAIN 9"1' - 6"9" SLOPE BOT. 1/8" TO P.D. NOTE: DIFFERENT USES FOR THE 6X6 INSIDE AND OUTSIDE CORNERS. KEEP THE SMOOTH SIDE OUT ON WHITE AND GRAY. BUTTERFLY CORNERS ARE SPECIAL ORDER ONLY. BACK SIDE OF PARAPET SINGLE PLY MEMBRANE ON VERTICAL SURFACE PROVIDE ALUM. BRAKE SHAPE COVER PLATE AT ALL VERTICAL JOINTS WHERE EIFS AND PARAPET COME TOGETHER FRONT SIDE OF BUILDING EIFS RETURN AT PARAPET BACKER ROD AND SEALANT SILICONE SEALANT EIFS RETURN AT PARAPET BACK SIDE OF PARAPET SINGLE PLY MEMBRANE ON VERTICAL SURFACE PROVIDE ALUM. BRAKE SHAPE COVER PLATE AT ALL VERTICAL JOINTS WHERE EIFS AND PARAPET COME TOGETHER SILICONE SEALANT BACKER ROD AND SEALANT EIFS RETURN AT PARAPET PLAN PREFINISHED METAL CAP FLASHING W/ ATTACHMENT CLIPS AT BOTH SIDES. SLOPE 1/4" PER FT. TOWARDS ROOF. FLASHING TO HAVE INTERLOCKING STANDING SEAM JOINTS - NO LAP JOINTS T.O. PARAPET SEE ELEVATIONS SINGLE PLY MEMBRANE; WRAP UP PARAPET AND DOWN 2" ON FASCIA EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER; RUN UP AND UNDER PARAPET CAP AND SINGLE PLY 6" METAL STUD GRID BUILT-UP TREATED PLYWOOD CAP (SLOPED) VERTICAL Z-CLIP AT 24" O.C. WOOD-PLASTIC COMPOSITE SIDING PREFINISHED METAL CAP FLASHING W/ ATTACHMENT CLIPS AT BOTH SIDES. SLOPE 1/4" PER FT. TOWARDS ROOF. FLASHING TO HAVE INTERLOCKING STANDING SEAM JOINTS - NO LAP JOINTS T.O. PARAPET SEE ELEVATIONS SINGLE PLY MEMBRANE; WRAP UP PARAPET AND DOWN 2" ON FASCIA EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL EXTERIOR INSULATED FINISH SYSTEM (EIFS) - SEE EXTERIOR ELEVATIONS MOISTURE BARRIER; RUN UP AND UNDER PARAPET CAP AND SINGLE PLY 6" METAL STUD BUILT-UP TREATED PLYWOOD CAP (SLOPED) 1" JOINT METAL PANEL AS SCHEDULED PANEL CLIP 18 GA IMETCO VENTED HAT CHANNEL (2) TWO FASTENERS PER CLIP RE SPEC FOR TYPE TYP. FASTENERS AT 32" O.C. RE SPEC FOR TYPE TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 4 " PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) MOISTURE BARRIER SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD GRID HEAT WELDED MEMBRANE FLASHINGHEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SLOPE 4 " M I N . 1" JOINT METAL PANEL AS SCHEDULED PANEL CLIP 18 GA IMETCO VENTED HAT CHANNEL (2) TWO FASTENERS PER CLIP RE SPEC FOR TYPE TYP. FASTENERS AT 32" O.C. RE SPEC FOR TYPE TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) MOISTURE BARRIER SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD HEAT WELDED MEMBRANE FLASHING HEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SLOPEGRID 6" METAL STUD CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED PRE FINISHED METAL FLASHING WITH DRIP EDGE RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL SEE ROOF PLAN EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL SLOPE 2" EIFS 6" METAL STUD CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED PRE FINISHED METAL FLASHING WITH DRIP EDGE RIGID ROOF INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING ROOF METAL DECK - COORDINATE WITH STRUCTURAL METAL FRAMING AS REQ'D - COORDINATE WITH STRUCTURAL SEE ROOF PLAN EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL SLOPE 2" EIFS RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PRE-FINISHED METAL FLASHING W/. CONT. CLEAT ON TREATED 2x WOOD NAILER W/ INTERLOCKING OR STANDING SEAM JOINTS ON ATTACHMENT CLIPS. NO OVERLAPPING JOINTS (TYP.) MOISTURE BARRIER SINGLE-PLY ROOF MEMBRANE - RUN CONTINUOUS OVER TOP OF PARAPET UNDERNEATH COPING EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 6" METAL STUD GRID HEAT WELDED MEMBRANE FLASHINGHEAT WELDED TAPERED CRICKET INSULATION ROOF METAL DECK - COORDINATE WITH STRUCTURAL SLOPE MASONRY VENEER AS SELECTED AIR SPACE 4 " Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:34 PM RE X B U R G C A L L C E N T E R EX T E R I O R D E T A I L S A501 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 1/2" = 1'-0"9 ROOF HATCH DETAIL 1/2" = 1'-0"14 COPING END DETAIL AT EIFS 1 1/2" = 1'-0"13 ROOF DRAIN 1/4" = 1'-0"4 REINFORCING AT ROOF CORNERS 3" = 1'-0"12 PARAPET EIFS DETAIL 3" = 1'-0"7 PARAPET CAP AT COMPOSITE SIDING 3" = 1'-0"6 PARAPET CAP AT EIFS 3" = 1'-0"5 PARAPET ZERO EDGE 3" = 1'-0"1 PARAPET ZERO EDGE 1 1/2" = 1'-0"2 CANOPY OVERHANG AT FRONT 1 1/2" = 1'-0"3 CANOPY OVERHANG AT BACK 1/4" = 1'-0"11 ALTERNATING TREAD DEVICE 3 num. description date 1 Revision 1 Date 1 3" = 1'-0"8 PARAPET ZERO EDGE AT BRICK 1 GRID RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS FINISHED GRADE SLOPE VAPOR BARRIER BASE AS SCHEDULE FOAM SILL SEALER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL PLASTER FINISH AT EXPOSED CONCRETE FOUNDATION WALL PRE-FINISHED METAL FLASHING WITH DRIP EDGE MASONRY VENEER AS SELECTED PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL 3/4"x3/4 "SWELL STOP" WATER STOP CONT. SEALANT RIGID INSULATION SINGLE-PLY ROOF MEMBRANE: RUN CONTINUOUS UP OVER TOP OF PARAPET UNDER CAP FLASHING WALL AS SCHEDULED ROOF DECKING RIGID INSULATION SEALANT FASTENED 12''(300mm) O.C. SEALANT BONDING ADHESIVE MEMBRANE HOT-AIR WELD SEAM CAULK MEMBRANE PLATE AND FASTENER INTO DECK MOISTURE BARRIER GALVANIZED FLASHING (PAINT) CAULK FASTENER HEAD OR USE NEOPRENE OR EPDM WASHER 8 " M I N . 3 " M I N . WALL FINISH AS SCHEDULED, SEE ELEVATIONS ROOF DECKING MOISTURE BARRIER EIFS FINISH COAT - COLOR AND FINISH AS SELECTED BASE COAT - PROVIDE WATER STOP AT ANY PROFILES THAT PROTRUDE FROM FACE OF WALL MESH - PROVIDE IMPACT RESISTANT MESH AT ALL LOCATIONS 4' - 0" A.F.F. AND LOWER 3/4" 1 1 /2 " MOISTURE BARRIER PREFINISHED METAL FLASHING FINISHED GRADE CONCRETE FOUNDATION WALL- COORDINAGE WITH STRUCTURAL 6" METAL STUD 4" CONC. SLAB ON GRADE 2" EIFS CONTINUOUS BACKER ROD AND SEALANT 5/8" GYPSUM BOARD, PAINTED VAPOR BARRIER 2" RIGID FOUNDATION INSULATION EIFS DRAINAGE TRACK BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:35 PM RE X B U R G C A L L C E N T E R EX T E R I O R D E T A I L S A502 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3" = 1'-0"9 FOUNDATION WALL DETAIL AT BRICK 1 1/2" = 1'-0"2 ROOF MEMBRANE AT WALL 1 1/2" = 1'-0"3 REGLET 6" = 1'-0"1 EIFS V-GROOVE DETAIL 3" = 1'-0"8 FOUNDATION DETAIL AT EIFS WA - C - 0 4 num. description date 1 Revision 1 Date 1 1 MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. HEAD FLASHING W/ DRIP EDGE 2" EIFS HEADER COORDINATE WITH STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS GLAZING SYSTEM AS SCHEDULED SHIM AS REQUIRED 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. 2" EIFS MOISTURE BARRIER OVER EXTERIOR SHEATHING 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. CAVITY FLASHING BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD 6" METAL STUB SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING WOOD SILL TO MATCH WOOD BASE CONT. BACKER ROD AND SEALANT SILL FLASHING W/ DRIP EDGE BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 2" EIFS SLOPE 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED 3 1/2" 3 " 3/4" 3 /4 " MOTORIZED ROLLER SHADE. BASIS OF DESIGN IS A DRAPER® PRODUCT WITH POCKET ENCLOSURE. CONTRACTOR TO PROVIDE SAMPLES TO ARCHITECT/OWNER FOR COLOR AND FABRIC SELECTION. FRAMING AS NECESSARY. CONTRACTOR TO COORDINATE INSTALLATION PER MANUFACTURER INSTRUCTIONS CEILING AS SCHEDULE 5/8" GYPSUM BOARD VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. MASONRY VENEER AS SELECTED CAVITY FLASHING STEEL ANGLE LINTEL - COORDINATE WITH STRUCTURAL PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE COUNTER FLASHING 6" METAL STUB CONT. BACKER ROD AND SEALANT GLAZING SYSTEM AS SCHEDULED SHIM AS REQ. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. CAVITY FLASHING BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 5/8" GYPSUM BOARD MASONRY VENEER AS SELECTED 6" METAL STUB SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. BACKER ROD AND SEALANT SILL FLASHING W/ DRIP EDGE RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MASONRY VENEER AS SELECTED, SLOPED ROW LOCK COURSE SLOPE 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. 5/8" GYPSUM BOARD WOOD SILL TO MATCH WOOD BASE GLAZING SYSTEM AS SCHEDULED 3 1/2" 3 /4 " 3 " SHIM AS REQUIRED MOISTURE BARRIER OVER EXTERIOR SHEATHING SILL FLASHING W/ DRIP EDGE SLOPE CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. GLAZING SYSTEM AS SCHEDULED METAL FRAMING - AS REQ'D COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CONT. BACKER ROD AND SEALANT CONCRETE OVER METAL DECKING - COORDINATE WITH SLAB PLANS AND STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. MASONRY VENEER AS SELECTED CAVITY FLASHING 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED METAL PANEL AS SCHEDULED STEEL BENT PLATE 6" HEADER - COORDINATE WITH STRUCTURAL STEEL ANGLE LINTEL - COORDINATE WITH STRUCTURAL PROVIDE WEEPS AT 24" O.C. MORTAR MESH AIR SPACE COUNTER FLASHING METAL PANEL AS SCHEDULED LEVEL 2 114' 0" T.O. BRICK 111' 0" SLOPE METAL FRAMING - AS REQ'D COORDINATE WITH STRUCTURAL EXTERIOR GYPSUM BOARD SHEATHING - COORDINATE WITH STRUCTURAL 3' - 2" VAPOR BARRIER 5/8" GYPSUM BOARD GLAZING SYSTEM AS SCHEDULED MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. BACKER ROD AND SEALANT METAL PANEL AS SCHEDULED HEADER COORDINATE WITH STRUCTURAL CAVITY FLASHING RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQUIRED 6" METAL FRAMING - COORDINATE WITH STRUCTURAL FASTENER AT EA HAT ROD AND SEALANT JAMB TRIM PANEL CLIP METAL PANEL AS SCHEDULED 18 GA IMETCO VENTED HAT CHANNEL (2) TWO FASTENERS PER CLIP FASTENERS AT 32" O.C. 5/8" GYP. SHEATHING 6" METAL STUD\ RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS PANEL CLOSURE TRIM #44 PAINTED RIVET AT 6"O.C. 2 1/2" GLAZING SYSTEM AS SCHEDULED BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS SHIM AS REQ. MOISTURE BARRIER OVER EXTERIOR SHEATHING VENTED TRIM Z-CLOSURE FRAME BUTYL SEALANT TYP. HEAD TRIM ROD AND SEALANT TYP. FASTENER AT 12" O.C. TYP. FASTENER AT 16"O.C. TYP. 3/4" JOINT METAL PANEL AS SCHEDULED PANEL CLIP 18 GA IMETCO VENTED HAT CHANNEL (2) TWO FASTENERS PER CLIP RE: SPEC FOR TYPE TYP. FASTENERS AT 32" O.C. RE: SPEC FOR TYPE TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING VAPOR BARRIER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS WOOD SILL TO MATCH WOOD BASE WOOD SILL TO MATCH WOOD BASE 3 /4 " 3 " SHIM AS REQ. SHIM AS REQ. CONTINUOUS PANEL CLEAT FASTENER AT 16" O.C. TYP. CAVITY FLASHING VENTED CLOSURE TRIM BACKER ROD AND SEALANT TYP. A I R F L O WSILL COVER #44-1/8" S.S. RIVET, PRE-PAINTED AT 12"O.C. TYP. CONTINUOUS Z-CLOSURE FASTENER AT 16"o.c. TYP. PARTIAL PANEL AT OPENING HEAD METAL PANEL AS SCHEDULED 18 GA IMETCO VENTED HAT CHANNEL FASTENERS AT 32" O.C. RE SPEC FOR TYPE TYP. RIGID CONTINUOUS INSULATION - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS 3 1 /4 " 3 /4 " VAPOR BARRIER 5/8" GYPSUM BOARD OVER VAPOR BARRIER 6" METAL STUD BATT INSULATION WITHIN STUD CAVITY -SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS MOISTURE BARRIER OVER EXTERIOR SHEATHING MOISTURE BARRIER OVER EXTERIOR SHEATHING CONT. BACKER ROD AND SILICONE SEALANT - 3/4" JOINT AT ALL EXTERIOR JOINTS, TYP. HEAD FLASHING W/ DRIP EDGE 2" EIFS HEADER COORDINATE WITH STRUCTURAL VAPOR BARRIER 5/8" GYPSUM BOARD 6" METAL STUB BATT INSULATION WITHIN STUD CAVITY - SEE THERMAL ENVELOPE SCHEDULE WITHIN THE CODE ANALYSIS CURTAIN WALL AS SCHEDULED SHIM AS REQUIRED Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:37 PM RE X B U R G C A L L C E N T E R OP E N I N G D E T A I L S A561 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N 3" = 1'-0"2 STOREFRONT HEAD DETAIL AT EIFS 3" = 1'-0"3 STOREFRONT JAMB DETAIL AT EIFS 3" = 1'-0"4 STOREFRONT SILL DETAIL AT EIFS 3" = 1'-0"1 ROLLER SHADE POCKET DETAIL 3" = 1'-0"5 STOREFRONT HEAD DETAIL AT BRICK 3" = 1'-0"6 STOREFRONT JAMB DETAIL AT BRICK 3" = 1'-0"7 STOREFRONT SILL DETAIL AT STONE 3" = 1'-0"8 STOREFRONT DETAIL AT BRICK AND METAL PANEL 3" = 1'-0"9 STOREFRONT DETAIL AT METAL PANEL EYEBROW 3" = 1'-0"10 STOREFRONT JAMB DETAIL AT METAL PANEL 3" = 1'-0"11 STOREFRONT SILL DETAIL AT METAL PANEL 3" = 1'-0"12 STOREFRONT HEAD DETAIL AT METAL PANEL 3" = 1'-0"13 CURTAIN WALL HEAD DETAIL AT EIFS num. description date 1 Revision 1 Date 1 1 B C P M PARTITION EXTENDS TO BOTTOM OF CEILING PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING PARTIAL HEIGHT WALL MULTI-CONDITION TERMINATION, SEE DETAILS TOP OF WALL CONDITION a f g h s v PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PROVIDE FIRE BLOCKING AT A MAXIMUM OF 8'-0" ON BOTH DIRECTIONS PROVIDE STAGGERED STUDS WITHIN A SINGLE TRACK OR TOP/BOTTOM PLATES, SNAKE SOUND ATTENUATION BATTS AROUND STAGGERED STUDS PROVIDE ONE LAYER IMPACT-RESISTANT GYP. BD. TO EXCEED HARD BODY IMPACT CLASSIFICATION LEVEL 3 PER ASTM C 1629/C 1629M PROVIDE SECURITY MESH AT GYP. BD. PROVIDE VAPOR BARRIER ON INTERIOR FACE OF FRAMING PARTITION MODIFIER X#m PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 - 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 3 5/8" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON SHEET A612 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER SLOTTED DEEP LEG DEFLECTION TRACK SLIP CONNECTION VERTICAL STUD ISOMETRIC VIEW OF SLOTTED TOP TRACK GENERAL NOTES 1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS. 2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS. 3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANUFACTURER AND UL APPROVED METHODS FOR A TYPICAL CONDITIONS. 4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE. 5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM). 6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION. 7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS. 8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK. 9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES. 10. AT FIRE -RATED WALLS REFER TO JOINT FIRESTOPPING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS. 11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED. 12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS. 13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS. 14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB). 15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE. 2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MTL STUDS STEEL BEAM 1"1" SLOTTED TOP TRACK 1 "1 " 1 " LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED BRACING PER DETAIL /5 A612 LINE OF STRUCTURE PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6 " M I N . SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS BRACING PER DETAIL /5 A612 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS 5/8" GYP. BD. CEILING AS SCHEDULED 6 " M I N . PER WALL TYPE A611 8 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED SEE DETAILS & FOR FIRE RATED WALL CONDITIONS /----/---- LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6 " M I N . LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PARTITION WIDTH REF SCHEDULE FOR SEALANT, BOTH SIDES 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS DOUBLE 20 GA 3 5/8" OR 6" MTL STUDS 25 GA MIN MTL TRACK 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS LINE OF STRUCTURE PARTITION WIDTH REF SCHEDULE FOR SOUND ATTENUATION BATTS (SAB), PER SCHEDULE MTL C-H SHAFTWALL STUDS 1" SHAFTWALL LINER REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS SEALANT, BOTH SIDES 5/8" TYPE X GYPSUM BOARD METAL RUNNER Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:39 PM RE X B U R G C A L L C E N T E R ST A N D A R D P A R T I T I O N T Y P E S A611 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N *NOTE: FOR ONE-HOUR RATED WALLS USE UL DESIGN NO. U419; SEE UL RATING SHEET NOT TO SCALEAMETAL STUD WITH 1 LAYER 5/8" GYP. BD. ON EACH SIDE WA - B D G - 0 1 NOT TO SCALEEMETAL STUD WITH NO GYP. BD. WA - B D G - 0 5 PARTITION TYPE CORE WIDTH PARTITION WIDTH A 0' - 3 5/8" 0' - 4 7/8" A6 0' - 6" 0' - 7 1/4" PARTITION TYPE CORE WIDTH PARTITION WIDTH C 0' - 3 5/8" 0' - 4 1/4" C2 0' - 2 1/2" 0' - 3 1/8" PARTITION TYPE CORE WIDTH PARTITION WIDTH PARTITION GENERAL NOTES 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. SOME PARTITION TYPES SHOWN ON THIS SHEET MAY NOT BE USED ON THIS PROJECT. 2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE 'A'. IF UNCLEAR CONTACT ARCHITECT. 3. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND. STC RATINGS LISTED ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD. 4. SEE SPECIFICATIONS FOR SOUND ATTENUATION BATTS (SAB) REQUIREMENTS. WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM FLOOR TO STRUCTURE ABOVE. 5. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR LOCATION AND ACCORDING TO REQUIREMENTS LISTED IN THE SPECIFICATIONS. 6. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT (CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH EXPANSION/CONTRACTION CAPACITY OF SEALANT MATERIAL TO MAINTAIN THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS - SEE SPECIFICATIONS. 7. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 8. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 9. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS. 10. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 11. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 12. REFER TO SHEET A612 FOR ADDITIONAL PARTITION DETAILS AND FRAMING INFORMATION. 13. SEE DETAIL FOR METAL STUD SIZE, SPACING, HEIGHT LIMITATIONS, AND ADDITIONAL INFORMATION. 14. PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT ARE SHOWN GRAPHICALLY ON PLANS WITH HATCH PATTERNS. 15. THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS THREE CHARACTERS. THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE, THE SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD WIDTH. IN SOME INSTANCES, ADDITIONAL CHARACTERS OR "MODIFIER" MAY BE ADDED TO THE END TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE WALL. REFER TO CHART BELOW FOR MODIFIER DEFINITIONS. IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD SIZE WILL BE 3 5/8" FOR METAL STUD CONSTRUCTION. 16. ALL PARTITIONS EXTEND TO DECK UNLESS NOTED OTHERWISE. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 3" = 1'-0"7 HEAD-OF-WALL DETAILS - GENERAL REQUIREMENTS FOR STUD WALLS WA - M - 1 1 3" = 1'-0"8 HEAD-OF-WALL DETAILS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL WALLS WA - M - 1 2 3" = 1'-0"3 TOP OF WALL CONDITION - TYPE 'B' (NON-RATED) WA - M - 1 4 3" = 1'-0"9 TOP OF WALL CONDITION - TYPE 'C1' (NON-RATED) WA - M - 1 5 3" = 1'-0"5 TOP OF WALL CONDITION - TYPE 'C2' (NON-RATED) WA - M - 1 6 3" = 1'-0"10 TOP OF WALL CONDITION - TYPE 'D' (NON-RATED) WA - M - 1 7 3" = 1'-0"6 TOP OF WALL CONDITION - TYPE 'M' (NON-RATED) WA - M - 1 8 NOT TO SCALECPARTITION TYPE C WA - B D G - 0 3 3" = 1'-0"4 OPENING HEADER WA - M - 0 7 3" = 1'-0"1 DOUBLE DOOR OR LARGE OPENING HEADER WA - M - 0 2 num. description date 1 Revision 1 Date 1 NOT TO SCALEH1 HOUR SHAFTWALL WA - B D G - 0 9 PARTITION TYPE CORE WIDTH PARTITION WIDTH H6 0' - 6" 0' - 6 5/8" 1 AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH WINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION W1 CURTAIN WALL CLEAR ANODIZED ALUMINUM SCHEDULED DOOR 2 1 /2 " 2 ' - 8 1 /4 " 2 1 /2 " 6 ' - 8 1 /4 " 2 1 /2 " 1 ' - 4 1 /4 " 2 1 /2 " 2 ' - 7 1 /2 " 2 1 /2 "4 ' - 1 1 " 2 1 /2 " 4 ' - 4 1 /2 " 2 1 /2 " 1 ' - 8 1 /4 " 2 1 /2 " 1 4 ' - 7 3 /4 " 1 0 ' - 0 " 15' - 7 7/8" 2 1/2" 3' - 3 3/4" 2 1/2" 3' - 3 3/4" 2 1/2" 5' - 11 7/8" 2 1/2" 2' - 0" 2 1/2" 15' - 7" 2 1/2" 3' - 3 3/4" 2 1/2" 3' - 3 3/4" 2 1/2" 5' - 11 7/8" 2 1/2" 1' - 11 1/8" 2 1/2" GL-2 GL-2T GL-2T GL-2TGL-2 GL-2T GL-2T GL-2 GL-2 GL-2 GL-2 GL-2 GL-2GL-2 GL-2 GL-2GL-2 GL-2 GL-2 GL-2 GL-2GL-2GL-2 2 A561 7 A562 - --- 1 A562 7 A562 7 ' - 1 0 " 2 1 /2 " 5 ' - 8 1 /4 "2 1 /2 " 1 W2 STOREFRONT CLEAR ANODIZED ALUMINUM 41' - 10" 4 1/2" 5' - 1 1/2" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 1 ' - 6 " 8 ' - 6 " 2 " 1 ' - 3 " 2 " 6 ' - 9 " 2 " GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2GL-2GL-2GL-2GL-2GL-2GL-2GL-2 5 A561 6 A561 12 A561 VARIES 10 A561 VARIES 7 A561 VARIES 11 A561 W3 STOREFRONT CLEAR ANODIZED ALUMINUM GL-2 GL-2 GL-2 GL-2GL-2GL-2 1 ' - 6 " 8 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " 18' - 0" 2" 6' - 1 1/2" 2" 5' - 6" 2" 5' - 6" 4 1/2" 7 A561 6 A561 5 A561 12 A561 VARIES VARIES VARIES 10 A561 11 A561 W4 STOREFRONT CLEAR ANODIZED ALUMINUM 8 ' - 6 " 1 ' - 6 " 2 " 8 ' - 2 " 2 " 3' - 10" 2"3' - 6"2" GL-2 2 A561 4 A561 3 A561 W5 STOREFRONT CLEAR ANODIZED ALUMINUM 22' - 8" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 5' - 5 1/2" 2" 8 ' - 6 " 1 ' - 6 " 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " GL-2GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2 6 A561 7 A561 5 A561 W6 CURTAIN WALL CLEAR ANODIZED ALUMINUM 13' - 0" 2 1/2" 3' - 7 1/4" 2 1/2" 4' - 11 1/2" 2 1/2" 3' - 7 1/4" 2 1/2" 2 4 ' - 0 " 2 1 /2 " 8 ' - 2 1 /4 " 2 1 /2 " 5 ' - 4 1 /2 " 2 1 /2 " 9 ' - 7 1 /4 " 2 1 /2 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2GL-2GL-2 7 A562 3 A562 2 A561 W7 STOREFRONT CLEAR ANODIZED ALUMINUM 15' - 8" 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2" 2 " 8 ' - 3 " 2 " 1 ' - 3 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 12 A561 10 A561 1 A562 W8 STOREFRONT CLEAR ANODIZED ALUMINUM 7' - 4" 2"7' - 0"2" 8 ' - 6 " 1 ' - 6 " 2 " 8 ' - 2 " 2 " GL-2 7 A561 6 A561 1 G202 W9 STOREFRONT CLEAR ANODIZED ALUMINUM 16' - 2" 4 1/2" 5' - 3 1/2" 2" 5' - 0" 2" 5' - 0" 2" 2 " 6 ' - 9 " 2 " 1 ' - 3 " 2 " 8 ' - 6 " 1 ' - 6 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 12 A561 6 A561 5 A561 VARIES 10 A561 VARIES VARIES 7 A561 11 A561 W10 STOREFRONT CLEAR ANODIZED ALUMINUM 16' - 10 1/2" 2"5' - 4"2"5' - 4"2"5' - 4"4 1/2" 1 ' - 6 " 8 ' - 6 " 2 " 1 ' - 3 " 2 " 6 ' - 9 " 2 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 6 A561 7 A561 5 A561 10 A561 12 A561 VARIES VARIES VARIES 11 A561 W11 STOREFRONT CLEAR ANODIZED ALUMINUM 33' - 11" 2"EQ 2"EQ 2"EQ 2"EQ 2"EQ 2"EQ 2" 1 0 ' - 0 " 2 " 8 ' - 3 " 2 " 1 ' - 3 " 2 " GL-2GL-2GL-2GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 GL-2 12 A561 10 A561 1 A562 W12 STOREFRONT CLEAR ANODIZED ALUMINUM 2" 5' - 0" 2" 5' - 0" 2" 5' - 0" 2 " 6 ' - 9 " 2 " 1 ' - 3 " GL-2GL-2GL-2 GL-2 GL-2 GL-2 10 A561 12 A561 11 A561 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:42 PM RE X B U R G C A L L C E N T E R WI N D O W S C H E D U L E A621 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. num. description date 1 Revision 1 Date 1 AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION WINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. "J" SHAPED BRAKE METAL FLASHING IN A BEAD OF SEALANT W/ SCREWS AT HORIZONTAL MULLION ABOVE THE DOORS. FLASHING FINISH TO MATCH ALUMINUM STOREFRONT SYSTEM. PROVIDE SEALANT AT SCREW AND TOP EDGE OF FLASHING AS REQUIRED GLAZING AS SCHEDULED ALUMINUM CURTAIN DOOR WINDOW OPENING FLASHING SELF ADHERING SILL FLASHING. INSTALL FIRST SELF ADHERING CORNER FLASHING (2) INSTALL SECOND SELF ADHERING JAMB FLASHING (2) INSTALL THIRD SELF ADHERING HEAD FLASHING INSTALL FOURTH SELF ADHERING CORNER FLASHING INSTALL FIFTH (2) NOTE: SEE ADDITIONAL WINDOW FLASHING ON WALL SECTION ON A303 AND DOOR AND WINDOW DETAILS ON AA400 1 2 3 4 5 3 2 1 54 WINDOW OPENING WA STOREFRONT CLEAR ANODIZED ALUMINUM SCHEDULED DOOR 1 0 ' - 0 " 7 ' - 1 0 " 2 " 1 ' - 1 0 " 2 " 9' - 10 3/4" 2" 1' - 2 5/8" 2" 6' - 0" 2" 2' - 0 1/8" 2" GL-2T GL-2T GL-2T GL-2TGL-2T- --- 6 A562 - --- SCHEDULED DOOR - --- - --- - --- GL-4T GL-4T WB STOREFRONT BRONZE ALUMINUM FINISH 2"3' - 0"2"EQ EQ 2" 9' - 8 1/2" 8 ' - 0 " 2 " 7 ' - 8 " 2 " WC STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 9' - 7" 2" 3' - 0" 2" EQ EQ 2" 8 ' - 0 " 2 " 7 ' - 8 " 2 " GL-4TGL-4T - --- - --- - --- - --- WF STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 10' - 7 1/2" 2" 3' - 0" 2" EQ EQ 2"- --- - ---- --- - --- GL-4TGL-4T SCHEDULED DOOR WG STOREFRONT BRONZE ALUMINUM FINISH 4' - 9 1/4" 2" 1' - 3 1/4" 2" 3' - 0" 2" 8 ' - 0 " 2 " 7 ' - 8 " 2 " GL-4T - --- - --- - --- SCHEDULED DOOR WH STOREFRONT BRONZE ALUMINUM FINISH 9' - 10 3/4" 2" 3' - 0" 2" EQ EQ 2" GL-4T GL-4T - --- - --- - --- - --- 8 ' - 0 " 2 " 7 ' - 8 " 2 " 29' - 6" WJ STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR SCHEDULED DOOR GL-4T GL-4T GL-4T GL-4T GL-4T GL-4T GL-4T 2" 2' - 1 1/2" 2" 3' - 0" 2" EQ EQ EQ EQ EQ EQ 2" 3' - 0" 2" 8 ' - 0 " 2 " 7 ' - 8 " 2 " - --- - --- - --- - --- - --- WK STOREFRONT BRONZE ALUMINUM FINISH 12' - 2" SCHEDULED DOOR 2" 3' - 0" 2" EQ EQ EQ 2" GL-4TGL-4TGL-4T 8 ' - 0 " 2 " 7 ' - 8 " 2 " - --- - --- - --- - --- BASEMENT 86' -0" WL STOREFRONT BRONZE ALUMINUM FINISH SCHEDULED DOOR 2 " 7 ' - 8 " 2 " 8 ' - 0 " 2"3' - 0" 2" 2' - 7 1/8"2" 6' - 1 1/8" GL-4T SCHEDULED DOOR GL-4T WM STOREFRONT BRONZE ALUMINUM FINISH 2 " 7 ' - 8 " 2 " 8 ' - 0 " 2"3' - 0" 2" 2' - 6 5/8"2" 6' - 0 5/8" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:45 PM RE X B U R G C A L L C E N T E R WI N D O W S C H E D U L E A622 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. 3" = 1'-0"2 EXTERIOR CURTAIN WALL DOOR HEAD DETAIL 1 1/2" = 1'-0"1 WINDOW FLASHING SCHEMATIC OP - O - O T 1 5 num. description date 1 Revision 1 Date 1 1 1 AL-1 DOOR AND WINDOW FINISH LEGEND PT-1 DOOR FRAME PAINT DARK BRONZE ANODIZED ALUMINUM WD-2 RIFT CUT WHITE OAK, CLEAR FINISH FRAME SUB-TYPES M MASONRY HEAD (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) MT MASONRY HEAD AND TERMINATED STOPS (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) R RADIATION RESISTANT (SEE SPECIFICATIONS) T TERMINATED STOP (SEE ADJACENT FRAME SUB-TYPES ELEVATIONS) DOOR PANEL TYPES NOTES 1. SEE DOOR SCHEDULE FOR DOOR WIDTH AND HEIGHT 2. INSET FRAME DEPTH/THROAT IS 6" UNLESS OTHERWISE NOTED 3. INSET FRAMES HEAD WIDTH IS 2" UNLESS DENOTED AS MASONRY HEAD 4. WRAPPED FRAME'S HEAD WIDTH IS 2" FRAME TYPE NOMENCLATURE X x DENOTES FRAME SUB-TYPE DENOTES FRAME TYPE (SEE ADJACENT FRAME TYPE ELEVATIONS) F FLUSH AM 5"5" 5 " 1 ' - 0 " FULL GLASS MEDIUM ALUMINUM DOOR TYPE ELEVATIONS W FULL GLASS WOOD DOOR 5"5" 5 " 1 ' - 0 " FRAME TYPE ELEVATIONS TYPICAL HM FRAME H E I G H T 2"WIDTH 2" ALUM 1 2 MASONRY HEAD xM T Y P . 4 " H E I G H T 2"WIDTH 2" 1" MAXIMUM BEVELED EDGE SLOPE 1:2 CARPET CARPET THRESHOLD FRAME DOOR CARPET DOOR CARPET TRANSITION MOLDING CARPET SEALED CONCRETE DOOR SWEEP CARPETSEALED CONCRETE (FUTURE FINISH BY TENANT) DOOR FRAME CARPET EDGE BINDING SCHLUTER TILE EDGE STRIP DOOR CER-TILE AND SETTINGBED CERAMIC TILE (THIN-SET) MARBLE THRESHOLD CARPET TO CERAMIC TILE CARPET TO TILE CONCRETE TO CARPET CONCRETE TO CARPET AT DOOR THRESHOLD CARPET TO CARPET 1 /2 " METAL STUD FRAMING W/ BATT INSULATION IN WALL CAVITY WHERE REQ. SEE WALL TYPES. HOLLOW METAL DOOR FRAME AS SCHEDULED 5/8" GYPSUM BOARD AT BOTH SIDES - PAINTED DOOR AS SCHEDULED CONT. SEALANT AT BOTH SIDES 2 " HEADER WALL TYPE PER SCHEDULE DOOR AND FRAME AS SCHEDULED CONT. SEALANT AT BOTH SIDES ANCHORS, 3 PER JAMB2" DOOR AS SCHEDULED SHIM AS REQUIRED BOND BEAM HOLLOW METAL DOOR FRAME AS SCHEDULED CONT. BACKER ROD AND SEALANT AT BOTH SIDES AS REQ. 8" C.M.U. BLOCK WALL DOOR AS SCHEDULED 4 " EQ.EQ. 3/4" CHAMFER AT ALL EXPOSED CORNERS, TYP. PRE-FINISHED METAL FLASHING WITH DRIP EDGE SHIM AS REQUIRED HOLLOW METAL DOOR FRAME AS SCHEDULED CONT. BACKER ROD AND SEALANT AT BOTH SIDES AS REQ. 8" C.M.U. BLOCK WALL DOOR AS SCHEDULED MASONRY ANCHORS, 3 PER JAMB 2" E Q . E Q . 3/4" CHAMFER AT ALL EXPOSED CORNERS, TYP. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W I E S O J W A N G E R I C E N S D RCHI E L A T E C T ST ATE OF I D A H O sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 1/14/2020 12:07:47 PM RE X B U R G C A L L C E N T E R DO O R A N D F R A M E T Y P E S C H E D U L E A631 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O PERMIT SET November 22, 2019 18057 MO U N T A I N A M E R I C A C R E D I T U N I O N DOOR AND FRAME SCHEDULE IDENTIFICATION PANEL FRAME FIRE RATING HARDWARE COMMENTS DOOR #DOOR # ROOM NAME DIMENSIONS NO. OF PANELS TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH FRAME DETAIL HARDWARE SET ELECTRICALW W1 W2 H T HEAD JAMB SILL 016B 20' - 0" 10' - 0"016B BASEMENT 003A PREP. 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 003A 003B PREP. 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 003B 004 BREAK ROOM 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 004 005 ELECTRICAL 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 005 006 JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 006 008 PHONE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 008 009 PHONE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 009 010 MOTHER'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 010 011 MEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 011 012 WOMEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 012 013B STORAGE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 013B 015A TRAINING 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 015A 015B TRAINING 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 015B 016A TRAINING 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 016A 017 PHONE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 017 M01 PUMP ROOM 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 M01 S1A STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S1A S2A STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S2A LEVEL 1 100 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 100 101 ENTRY 6' - 0" 3' - 0" 3' - 0" 7' - 10" 0' - 1 3/4" 2 AM / AM AL-1/GL-2T AL-1 GL-2T AL-1 AL-1 101 104 1 ON 1 ROOM 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 104 105 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 105 106 OPEN AGENT OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 106 107 ELECTRICAL 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 107 109A JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 109A 109B JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 109B 110 FIRE RISER 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 110 112 MEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 112 113 WOMEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 113 115 CONFERENCE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 115 116 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 116 117 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 117 118 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 118 119 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 119 120 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 120 121A HALL 6' - 0" 3' - 0" 3' - 0" 7' - 10" 0' - 1 3/4" 2 AM / AM AL-1/GL-2T AL-1 GL-2T AL-1 AL-1 121A 121B HALL 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 121B 122 COPY 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 122 S1B STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S1B S2B STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S2B S2C STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S2C LEVEL 2 108 CONFERENCE 3' - 0" 7' - 0" 0' - 1 3/4" 1 F 108 201 CONFERENCE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 201 203 1 ON 1 ROOM 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 203 204 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 204 206 ELECTRICAL / IT 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 206 208A JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 208A 208B JANITOR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 208B 212 MEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 212 213 WOMEN'S 3' - 0" 7' - 0" 0' - 1 3/4" 1 F WD-2 WD-2 H.M. P-1 213 214A CONFERENCE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 214A 214B HALL 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 214B 216 OFFCIE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 216 217 OFFICE 3' - 0" 7' - 10" 0' - 1 3/4" 1 AM WD-2/GL-4T WD-2/GL-4T GL-4T AL-1 AL-1 217 S1C STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S1C S2D STAIR 3' - 0" 7' - 0" 0' - 1 3/4" 1 F H.M. P-1 H.M. P-1 1 HR S2D GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. 3" = 1'-0"1 THRESHOLD DETAILS IN - O - 3 1 3" = 1'-0"2 INTR. HOLLOW METAL HEAD AT GYP. BD. OP - M - H D 0 4 3" = 1'-0"3 INTR. HOLLOW METAL JAMB AT GYP. BD. OP - M - H D 0 3 3" = 1'-0"4 INTR. HOLLOW METAL HEAD @ C.M.U. OP - B - H D 0 1 3" = 1'-0"5 INTR. HOLLOW METAL JAMB @ C.M.U. OP - B - H D 0 2 num. description date 1 Revision 1 Date 1 1 1 1 1 1 1 RE F . R E F . RE F . R E F . F. E . C . RE F . F. E . C . S OS1 S S S OS 4 A S OS 4 A S L V 1 SLVOS4A S LV O S 4 A J J J J J J 1 2 3 A B C D E TRAINING 015 ? ? STAIR S2 F1 1 E402 PHONE 008 PHONE 009 2 E402 STAIR S1 GAME ROOM 002 F5 TRAINING 016 EM PREP. 003 BREAK ROOM 004 F1 F1 F1 F1 F1 F1 F2 F2 F2 F2F2 F2 F2F2 F2 F2 F2 F2 STORAGE 013 F4 F4 F4 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 BREAK ROOM 004 F2 F2 F2 F2 F2 F2 ELEV. E1 JANITOR 006 ELECTRICAL 005 F4 F4 F5 F1F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 EMPLOYEE LOUNGE 007 F6 F4 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F2 F1 F1 F1 F1 F1 F1 F1F1F1 F1 F1 F1 F1 F1F1 F1 F1 F1 F1 F3 F3 F3 F3 F3 EM EM PUMP ROOM M01 F4 EX1 EX1 F9 F9 F9 F9EX1 EX1 F1 F1 F1 F1 EM EM EMEMEM EM EM EX1 EX1 EM EM EM EM a a, b OS4 a b a a c a a a a b b b b c cc cc cc d d d d d d d d d OS4 a, b c,d a,b MB-26 LCPB-1 MB-26 OS1 OS1 F2 F2 F2 F2 F2 F2 F2 F2 F2F2 MB-30 M2-7 UP TO LEVEL 1 UP TO LEVEL 1 OS4 OS4 OS4 OS4 1 EM EM F2 F2 F1 F1 1 PHONE 017 MOTHER'S 010 WOMEN'S 012 MEN'S 011 HALL 014 MB-27 MB-29 2 2 2 2 2 2 1 1 EX1 2 EX2 2 KEYED NOTES: 1. TIE ELEVATOR PIT LIGHTING CIRCUIT WITH ELEVATOR PIT RECEPTACLE. 2. RECESSED JUNCTION BOX FOR LIT MIRROR. LOCATE JUNCTION BOX BASED ON CONNECTION POINT IN MANUFACTURER'S INSTRUCTIONS. 1 GENERAL NOTES: A. COORDINATE ALL LIGHTING AND CONTROLS COMPONENTS WITH MECHANICAL DIFFUSERS. B. ALL EXIT SIGNS, EMERGENCY BATTERY PACKS, AND LUMINAIRES LABELLED WITH 'EM' TO HAVE THE EMERGENCY BATTERY CIRCUITING ON THE UNSWITCHED SIDE OF THE BRANCH CIRCUIT. C. ELECTRICAL CONTRACTOR TO PROVIDE UNISTRUT UNDER MECHANICAL EQUIPMENT AND DUCT WORK, AS A MOUNTING METHOD FOR LUMINAIRES. D. ALL EMERGENCY LIGHTING BATTERIES SHALL PROVIDE A MINIMUM OF 90 MINUTES ILLUMINATION PER NEC 700.12(A) AND IBC 1006. SEE electrical SPEC SECTION FOR ADDITIONAL REQUIREMENTS. E. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING HEIGHTS AND DROPPED DECORATIVE CEILING ELEMENTS. F. COORDINATE ALL SWITCH, OUTLET, LIGHT AND OTHER DEVICE LOCATIONS WITH ARCHITECTURAL ELEMENTS (CABINETS, WINDOWS ETC.) PRIOR TO ROUGH-IN. REVIEW ARCHITECTURAL INTERIOR ELEVATIONS PRIOR TO ROUGH- IN OF EACH AREA FOR ADDITIONAL INFORMATION. G. CONTRACTOR TO FURNISH OCCUPANCY SENSORS WITH COVERAGE PATTERNS APPROPRIATE FOR THEIR INSTALLED LOCATIONS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO BID. H. CONNECT OCCUPANCY SENSORS TO ENABLE ALL SWITCHES IN CONTROLLED SPACE. A 14904 R R T E E O L.Y T T S A E R P O F S NECIL I OSN TIFSROED OHA N I ESD NEL G E R E G H Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number: sh e e t t i t l e : stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. 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 Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 24" x 36" fo r : x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 11-19-19 2/3/2020 1:49:42 PM RE X B U R G C A L L C E N T E R BA S E M E N T L I G H T I N G P L A N E301 2N D E A S T S T R E E T M A I N S T R E E T RE X B U R G , I D A H O CD SET 11-19-19 19062.01 MO U N T A I N A M E R I C A C R E D I T U N I O N 0'4'8'24' SCALE: 3/16" = 1'-0" 16' N S EWE301 1 BASEMENT LIGHTING PLAN num. description date 1 Revision 1 1-15-20 2 CITY COMMENTS 2-3-20