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Home My WebLink AboutAPPROVED PLANS - 22-00795 - Madison Station Apartments - Bldg 1Author Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Don Allen Don.Allen@rexburg.org 208-372-2174 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Madison Station Apartments - Bldg 1 Address : 577 Trejo St Record Type : New Multi-Family Residence Document Filename : 22-10-25_Madison Station Apt Rexburg_COMPILED Permit Set.PDf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 22-00795 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 1 Free Text Cody Jones : Building Open 1 Ventilation to be installed as per section 1203. Walls, partitions, and floor-ceiling assemblies separating dwelling un its shall have a sound transmission class of 50. Site grading to meet requirements of Section 1804 Damp proofing to comply with section 1805. All bedroom windows to comply with section 1030. 1 Stamp Cody Jones : Building Open 1 Corrections Required 2 Free Text Cody Jones : Building Open 2 As per section 1107.6.2.2.1, in group R2 at least 2% need to be type A units and the remainder Type B units. 23 Free Text Cody Jones : Building Open 23 D New Multi-Family Residence Approval of plans does not constitute approval of variance from code Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments 24 Free Text Cody Jones : Building Open 24 If Special Inspector is to be used, inspector needs to be identified. 1 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector 47 Free Text Alex Owens : Electrical Open 47 As per engineer requirements, minimum SER size permitted is #1, washing machine will require GFCI breaker. All other electrical work to comply with 2017 NEC. 47 Stamp Alex Owens : Electrical Open 47 Approved - Electrical Inspector 1 Stamp Stan Crittenden : Fire Open 1 Corrections Required 3 Polygon Stan Crittenden : Fire Open 3 3 Callout Stan Crittenden : Fire Open 3 NFPA 13 8.7.8.2 Requires that each window at all levels be protected by a sprinkler. 1 Stamp Don Allen : Mechanical Open 1 Approved - Plumbing Inspector 1 Stamp Don Allen : Mechanical Open 1 Approved - Mechanical Inspector Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) AREA MAP PROJECT SITE DRAWING INDEX GENERAL NOTES 1. all dimensions are from face of stud. (u.n.o) 2. SITE CONCRETE FLATWORK THAT ABUTTS FOUNDATION SHALL UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS SEALING ON TOP. 3. HORIZONTAL GYPSUM SHALL BE INSTALLED PERPENDICULAR TO CEILING FRAMING PER IBC 2508.5.2. 4. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE STEEL OR HAVE A LISTED FIRE-RATING EQUIVALENT TO THE ASSEMBLY. ANNULAR SPACE BETWEEEN THE MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8" PER IBC 714.3.2. 5. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES SHALL BE IC-RATED AND SEALED AIR TIGHT. 6. WALL TILE IN SHOWER/TUB ENCLOSURES SHALL BE INSTALLED PER IBC 2509.2, WITH THE USE OF GLASS-MAT GYPSUM PANELS, ASTM C1178, FIBER-CEMENT BACKER BOARD, ASTM C1288, OR FIBER-MAT REINFORCED CEMENTITIOUS BACKER BOARD, ASTM C1325. 7. UPPER LEVEL OPERABLE WINDOWS WITH SILLS WITHIN 36" OF THE FLOOR SHALL COMPLY WITH ASTM F2090 & IBC SECTION 1030.2 (OPENING CONTROL DEVICE) 8. fire blocking: A. provide fire blocking at floor and ceiling levels. B. provide fire blocking horizontally at intervals not to exceed 10-feet. CODE REVIEW APPLICABLE BUILDING CODES: 2018 IBC, IMC, IECC, NEC OCCUPANCY: R-2 CONSTRUCTION TYPE: V-B FIRE SPRINKLER: YES, 13-R fire extinguishers • f.e.: 1. 1a;10b;c 2. fire extiguisher • f.e.c.: 1. 4a;60b'c 2. surface mounted fire extiguisher cabinet. STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel: (208) 233-0501 Fax: (208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 OF 10/25/2022 11:36:17 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtG1.1 CO V E R S H E E T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM 5 RE X B U R G ID A H O RE X B U R G , I D A H O REXBURG IDAHO MADISON STATION APTS. GENERAL SITE DESIGN CIVIL ARCHITECTURAL G1.1 COVER SHEET G1.2 GENERAL ACCESSIBILITY REQUIREMENTS G1.3 MAIN FLOOR CODE REVIEW G1.4 2ND FLOOR CODE REVIEW G1.5 3RD FLOOR CODE REVIEW ---- COVER G-1 NOTES C-1 EXISTING CONDITIONS & DEMOLITION PLAN C-2 OVERALL SITE PLAN C-3 GRADING & STORM PLAN C-4 STORM AREA TABLES PP-1 ALIGNMENT D, G, & E PP-2 ALIGNMENT F PP-3 ALIGNMENT C & H PP-4 ALIGNMENT A PP-5 ALIGNMENT B, I, & J PP-6 ALIGNMENT K SWPPP STORM WATER POLLUTION PREVENTION PLAN D-1 DETAILS D-2 DETAILS SD1.1 ARCHITECTURAL SITE PLAN SD2.1 ARCHITECTURAL SITE DETAILS A1.1 MAIN FLOOR PLAN A1.2 2ND FLOOR PLAN A1.3 3RD FLOOR PLAN A1.4 ROOF PLAN A2.1 EXTERIOR ELEVATIONS A2.2 EXTERIOR ELEVATIONS A3.1 BUILDING SECTIONS A3.2 STAIR SECTIONS A3.3 WALL TYPES A4.1 MILWORK DETAILS - TYPE "1" UNIT A4.2 MILWORK DETAILS - TYPE "2" UNIT A4.3 MILWORK DETAILS - TYPE "3" UNIT A5.1 DOOR SCHEDULE PLUMBING MECHANICAL ELECTRICAL STRUCTURAL A5.2 WINDOW SCHEDULE A6.1 LARGE SCALE PLAN - TYP. TYPE 1 UNIT A6.2 LARGE SCALE PLAN - TYP. TYPE 2 UNIT A6.3 LARGE SCALE PLAN - TYP. TYPE 3 UNIT S1.0 GENERAL STRUCTURAL NOTES S1.1 SPECIAL INSPECTIONS S1.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S1.4 PLAN SCHEDULES S2.0 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 THIRD FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 FLOOR FRAMING DETAILS S4.1 FLOOR FRAMING DETAILS S5.0 ROOF FRAMING DETAILS P1.0 FOUNDATION PLUMBING PLAN P1.1 LEVEL 1 PLUMBING FLOOR PLAN P1.2 LEVEL 2 PLUMBING FLOOR PLAN P1.3 LEVEL 3 PLUMBING FLOOR PLAN P2.1 LARGE SCALE TYP. APT. PLUMBING PLANS P3.0 PLUMBING DETAILS & SCHEDULES M1.1 LEVEL 1 MECHANICAL FLOOR PLAN M1.2 LEVEL 2 MECHANICAL FLOOR PLAN M1.3 LEVEL 3 MECHANICAL FLOOR PLAN M2.1 LARGE SCALE TYP. APT. MECH. PLANS M3.0 MECHANICAL DETAILS & SCHEDULES E0.0 ELECTRICAL SYMBOLS & DETAILS E1.1 1ST FLOOR ELECTRICAL PLANS E1.2 2ND FLOOR ELECTRICAL PLANS E1.3 3RD FLOOR ELECTRICAL PLANS E2.0 TYPICAL UNIT PLANS E3.0 POWER RISER DIAGRAM & SCHEDULES ARCHITECTURAL CONT. CL LC CL LC LC LC CL LC #304 ROOM WASTE TOWELS TOWELS WASTE VEND. WASTE 48" AFF MAX 48" AFF MAX 48" AFF MAX TO O P E R A B L E CO N T R O L S T Y P TO D I S I P N S I N G OU T L E T T Y P TO D I S I P N S I N G OU T L E T T Y P 48" AFF MAX TO D I S I P N S I N G OU T L E T T Y P 48" AFF MAX TO OP E N I N G 19" AFF MIN 27" AFF MAX 19 AFF MIN 27" AFF MAX TOWEL DISPENSER & WASTE RECEPTACLE TOWEL DISPENSER HAND DRYER SANITARY PRODUCTS VENDOR WASTE RECEPTACLE TISSUE DISPENSER NAPKIN DISPOSAL NOTE: PROVIDE A MIN CLEAR FLOOR SPACE OF 30"x48" AT APPROACH ALONG AN ACCESSIBLE ROUTE. 33" MIN 36" MAX 12" MAX 3'-8" MIN 36" MAX 39" - 41" 39" - 41" 18" MAX 17" - 19" 1 1/4" TO 1 1/2" O.D. GRAB BAR (TYP) 18" MIN 36" MIN 6" MAX TOILET TOILET 1 1/2" MIN CLEAR TO WALL OR DISPENSERS TO DISP. OUTLET 48" MAX TO MIRROR 38" MAX 9" MIN MIN CLR WIDTH 2' - 6" 29" MIN 34" MAX BO T T O M O F AP R O N TO P O F R I M INSULATE ALL EXPOSED PIPES NOTE: FLUSH VALVE HANDLE ON WIDE SIDE OF TOILET, 44" AFF MAX. NOTE: GRAB BARS MUST NOT ROTATE WITHIN THEIR FITTINGS. STANDARD ACCESSIBILITY: 1. ALL DOORS IN THE PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING NECESSARY MANEUVERING CLEARANCES AND ACCESSIBLE DOOR HARDWARE. THIS INCLUDES THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS TO DWELLING UNITS. 2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH WHEN DOOR IS OPEN 90 DEGREES. 3. ALL PLUMBING FIXTURES AND APPLIANCES IN DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR FLOOR SPACE AS REQUIRED BY FHA. 4. ALL PLUMBING FIXTURES, APPLIANCES, AND TELEPHONES IN PUBLIC AND COMMON USE AREAS SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1. 6" MAX TOE 17" MIN 27" MIN 29" MIN BO T T O M O F AP R O N 34" MAX AF F T O T O P O F RI M 8" MIN KNEE CLEARANCE CLEARANCE 9" MIN 6" MAX 8" MIN 27" MIN OF SPOUT 36" MAX TOP 17"-19" 5' - 0" AFF MOUNT SIGNS AT LATCH SIDE OF DOOR, OR NEAREST ADJACENT WALL. AT WALL 18" MIN CLR WIDTH 30" MIN TOP OF RIM 17" MAX FACE OF FINISHED WALL NOTES: 1. FLUSH VALVE HANDLE AT 44" AFF MAX. 2. 30" x 48" MIN CLR FLR SPACE AT APPROACH 3. 5 LBS MAX FORCE TO OPERATE FLUSH VALVE. 4. 14" MIN PROJECTION FROM WALL. 15" MIN 48" MAX ELEC. OUTLET SWITCHES, THERMOSTATS, ETC. LAVATORY, MIRROR, AND SOAP DISPENSER LAVATORY DRINKING FOUNTAIN PERMANENT ROOM SIGNAGE URINAL ELECTRICAL DEVICES NOTE: 18" MIN CLR FROM WALL TO OF LAVATORYLC NOTE: PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19" MAX EXTENDING UNDER LAV./D.F. TO INSULATED PIPING/PLUMBING. NOTE: FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED, OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS. MAX FORCE REQUIRED TO ACTIVATE CONTROLS. FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP. 0' - 9" 33" - 36"3" - 6" 1' - 6" CONTROL END ELEVATION BACK WALL ELEVATION PLAN VIEW 33" - 36" 33" - 36"3" - 6" 1' - 6" 1' - 0" 24" MAX 24" MIN 12" MAX 4" MAX 24" MIN BACK WALL HE A D E N D W A L L CO N T R O L EN D W A L L 15" MIN 48" MAX 20" MAX 48" MAX •20"-25" 44" MAX 10" MAX 48" MAX 15" MIN. 10" MAX 34" MAX 48" MAX 34" MAX 48" MAX •10"-24" 48" MIN 19" MAX 27" MIN 34" MAX 17" MIN 40" MAX 34" MAX 27" MIN 9" MIN 6" MAX8" MIN GUIDANCE FOR KNEE SPACES IN "A" BATHROOMS GUIDANCE FOR KNEE SPACES IN "B" BATHROOMS KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:18 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtG1.2 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 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 5 SCALE: 3/8" = 1'-0" Standard Accessibility Installation Requirements SCALE:1/2" = 1'-0" Typical Clearance Requirements UP UP F.E.C.F.E.C. 0" / 12" 0" / 12" 1: 2 0 s l o p e 1: 2 0 s l o p e 1-HR FIRE- RATED WALL STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:18 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtG1.3 MA I N F L O O R C O D E R E V I E W 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 JRN BAM RE X B U R G ID A H O RE X B U R G , I D A H O 5 30 MINUTE RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 30 MINUTE RATED WALL ASSEMBLY REFER TO CODE REVIEW SUBMITTTED AS SEPERATE DOCUMENT FOR ADDITIONAL INFORMATION WINDOWS TO HAVE SPRINKLER "WINDOW WASH" SYSTEM BASIS OF DESIGN: TYCO "CWS" WINDOWS TO HAVE SPRINKLER "WINDOW WASH" SYSTEM BASIS OF DESIGN: TYCO "CWS" NFPA 13 8.7.8.2 Requires that each window at all levels be protected by a sprinkler. DN UP DNUP F.E.C.F.E.C. B U I L D I N G D I A G O N A L : 1 5 7 ' 1-HR FIRE- RATED WALL 1/3 D I A G O N A L = 5 2 ' 66' >52' = PASS STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:19 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtG1.4 2N D F L O O R C O D E R E V I E W 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 JRN BAM RE X B U R G ID A H O RE X B U R G , I D A H O 5 REFER TO CODE REVIEW SUBMITTTED AS SEPERATE DOCUMENT FOR ADDITIONAL INFORMATION 30 MINUTE RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 30 MINUTE RATED WALL ASSEMBLY F.E.C.F.E.C. B U I L D I N G D I A G O N A L : 1 5 7 ' 1-HR FIRE- RATED WALL 1/3 D I A G O N A L = 5 2 ' 66' >52' = PASS STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:19 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtG1.5 3R D F L O O R C O D E R E V I E W 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 JRN BAM RE X B U R G ID A H O RE X B U R G , I D A H O 5 REFER TO CODE REVIEW SUBMITTTED AS SEPERATE DOCUMENT FOR ADDITIONAL INFORMATION 30 MINUTE RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 1-HOUR RATED WALL ASSEMBLY 30 MINUTE RATED WALL ASSEMBLY W D DW WD DW UP W D DW WD DW W D DW W D DW W D DW W D DW UP WD DW W D DW W D DW WD DW A6.1 1 A6.3 1 1 A3.1 A6.2 1 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 14 ' - 1 1 " 9' - 1 " 9' - 1 " 14 ' - 1 1 " 19 ' - 1 0 " 4' - 2 " 4' - 2 " 14 ' - 0 3 / 4 " 7' - 5 " 16 ' - 6 1 / 4 " 11 ' - 8 " 38 ' - 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 96 ' - 0 " 60' - 0"20' - 0"60' - 0" W1 W1 W3 W3 W3 W3 W3 UNIT type 3 UNIT 101 1 A3.2 1 A3.2 UNIT type 2 UNIT 103 UNIT type 1 UNIT 105 W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W2 W1 W1 W1 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 14 ' - 1 1 " 9' - 1 " 9' - 1 " 14 ' - 1 1 " 19 ' - 1 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" W1 W1 W3 W3 W3 W3 W3 UNIT type 3 UNIT 101 UNIT type 2 UNIT 103 UNIT type 1 UNIT 105 W1 W1 W1 W1 W2 W2 W2W2 W2 W2 W2 W1 W1 W1 140' - 0" 140' - 0" 2 A3.1 96 ' - 0 " F1 F2 W2 W2W2 W2 F.E.C.F.E.C. fire riser IT/ comm riser 0" / 1 2 " 0" / 1 2 " 1: 2 0 s l o p e 1: 2 0 s l o p e 1 A2.2 60' - 0"20' - 0"60' - 0" W2 W2 W2 W2 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:35:46 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA1.1 MA I N F L O O R P L A N 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:3/16" = 1'-0" F.F. 1ST FLOOR PLAN NORTH DN UP W D DW WD DW W D DW W D DW WD DW W D DW DNUP W D DW W D DW WD DW W D DW W D DW WD DW 1 A3.1 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 24 ' - 0 " 24 ' - 0 " 19 ' - 1 0 " 4' - 2 " 4' - 2 " 38 ' - 0 " 11 ' - 8 " 38 ' - 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 96 ' - 0 " 20' - 0"60' - 0" 1 A3.2 60' - 0"20' - 0" 2 A3.1 1 A3.2 W1 W1 W3 W3 W3 W3 W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W2 W2 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 24 ' - 0 " 24 ' - 0 " 19 ' - 1 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 96 ' - 0 " 60' - 0" 60' - 0" W1 W1 W3 W3 W3 W3 W1 W1 W1 W1 W2 W2 W2 W2 W2W2 W2 W2 fire riser roof below 9" / 12"9" / 12" 1' - 0" wall below 6' - 2 " 140' - 0" 140' - 0" F.E.C.F.E.C. W2 W2 W3W3 W2 W2 1 A2.2 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:35:48 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA1.2 2N D F L O O R P L A N 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 3/16" = 1'-0" F.F. 2ND FLOOR PLAN NORTH W D DW WD DW W D DW W D DW WD DW W D DW W D DW W D DW WD DW W D DW W D DW WD DW 1 A3.1 96 ' - 0 " 4' - 2 " 38 ' - 0 " 11 ' - 8 " 38 ' - 0 " 4' - 2 " 1 A3.2 2 A3.1 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 24 ' - 0 " 24 ' - 0 " 19 ' - 1 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 1 A3.2 W1 W1 W3 W3 W3 W3 W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W2 96 ' - 0 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" 4' - 2 " 19 ' - 1 0 " 24 ' - 0 " 24 ' - 0 " 19 ' - 1 0 " 4' - 2 " 4' - 0"8' - 7"23' - 3"17' - 7"6' - 7" W1 W1 W3 W3 W3 W3 W1 W1 W1 W1 W2 W2 W2 W2W2 W2 W2 6' - 2 " 140' - 0" 140' - 0" F.E.C.F.E.C. W2 W2 W3 W3 1 A2.2 60' - 0"20' - 0"60' - 0" 60' - 0"20' - 0"60' - 0" W2W2 W2 W2 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. 8" furr-out for gas piping. length of furr- out to be determined by gas meter size. STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:35:50 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA1.3 3R D F L O O R P L A N 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 3/16" = 1'-0" F.F. 3RD FLOOR PLAN NORTH 1 A3.1 6" / 1 2 " 6" / 1 2 " 2 A3.1 EXTERIOR WALL BELOWBEAM BELOW EXTERIOR WALL BELOW EXTERIOR WALL BELOW BEAM BELOW EXTERIOR WALL BELOW BEAM BELOW EXTERIOR WALL BELOW EXTERIOR WALL BELOW BEAM BELOW 2' - 0" 19' - 10" AT T I C D R A F T S T O P AT T I C D R A F T S T O P ATTIC DRAFT STOP ATTIC DRAFT STOP AT T I C D R A F T S T O P AT T I C D R A F T S T O P BE A M B E L O W ex t e r i o r w a l l B E L O W BE A M B E L O W ex t e r i o r w a l l B E L O W 2' - 0" 6" / 12" 6" / 12" 6" / 1 2 " 6" / 1 2 " 3 3 3 3 7 1 overbuilt area overbuilt area overbuilt area static roof vent. typ. 24" x 36" lower sheathing opening. typ. 24" x 36" lower sheathing opening. typ. 6" / 12" 6" / 12" 1 A2.2 2' - 0" 2' - 0"2' - 0" overbuilt area TYP. 48" MIN. TYP. 48" MIN. 7 7 7 7 7 7 7 2 2 2 2 TYP. 48" MIN. 6" / 12" 6" / 12" 33 337 7 7 7 7 7 7 7 22 22 overbuilt area static roof vent. typ. 6" / 12"6" / 12" 6" / 12"6" / 12" 6" / 12" 6" / 12" TYP. 48" MIN. TYP. 48" MIN. TYP. 48" MIN. 6" / 12" 6" / 12" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:35:52 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA1.4 RO O F P L A N 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 3/16" = 1'-0" ROOF PLAN NORTH TYPICAL NOTES 1. all roofing to be architectural asphalt shingles on ice & water sheild. typ. 2. no roof penetrations, including vents, are permitted within 48" of attic draft stop. 3. attic draft stops are to be a maximum of 50'-0" apart. locations shown on roof plan. 4. static roof vents ("turtle" Vents) are shown in required locations to provide code-required venting in each truss and over-built area. Do not relocate vents without architect's prior approval. 5. Roof vents to provide a minimum of 50 sq. inches of ventilation each. 6. ROOF VENTILATION OPENINGS TO BE 48" MIN. FROM ADJACENT ATTIC DRAFT STOPS. 7. shaded regions indicate overbuilt areas. 8. soffit to be continuously perforated for required ventilation. 9. 24" x 36" sheathing opening between trussed and overbuilt area in indicated locations required to provide ventilation and access up into overbuilt areas. elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF B B B A A 5 3 27 7 3 11 6 3 2 7 7 3 6 A A2.1 A A B BA A B elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF 45 2 3 1 2 4 2 3 1 6 A A A A A A A A A A A A elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF AA A AA A A A A A A A 45 3 3 1 2 6 4 3 3 1 6 6 elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF 6 5 3 27 7 3 11 6 3 2 7 7 3 6 A2.1 A B A A AB B A A A B B B B A2.1 APPROX. 38 3/8" 46" 4" 6X6 TUBE STEEL 6X6 TUBE STEEL C6X8.2 2X2 SQUARE MESH 16 GA. INFILL A2.1 C 6X6 TUBE STEEL 6X6 TUBE STEEL C6X8.2 - "C" FACING OUT 4" 46" 2X2 SQUARE MESH 16 GA. INFILL STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:01 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA2.1 EX T E R I O R E L E V A T I O N S 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 eup bam RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:1" = 10'-0" PLAN SOUTH ELEVATION SCALE:1" = 10'-0" PLAN WEST ELEVATION SCALE:1" = 10'-0" PLAN EAST ELEVATION SCALE:1" = 10'-0" PLAN NORTH ELEVATION KEY NOTES 1 ARCHITECTURAL ASPHALT SHINGLES 2 VERTICAL WOOD SIDING 3 HORIZONTAL WOOD SIDING 4 VERTICAL WAINSCOT 5 RIGHT DIAGONAL WAINSCOT 6 LEFT DIAGONAL WAINSCOT 7 vertical WIDE WOOD SIDING SCALE:3/4" = 1'-0"A2.1 ATRESTLE RAILING SCALE:3/4" = 1'-0"A2.1 BTRESTLE SECTION SCALE:1 1/2" = 1'-0"A2.1 CTRESTLE RAILING - DETAIL TYPICAL NOTES 1. ALL MECHANICALLY FASTENED FLASHING SHALL BE EXTENDED UP WALL A MINIMUM OF 9". 2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND JAMBS. 3. fLASHING TO BE APPLIED OVER SOLID BACKING PER MANUFACTURER'S INSTRUCTIONS. 4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING TERMINATION. INSTALL PER AAMA 2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS AND SILLS AS REQUIRED. INSTALL PER SIDING MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN THE CLADDING AND DRIP EDGE. 6. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH LOW-EXPANSION URETHANE FOAM. 7. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS, ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR / WINDOW. 8. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY MUST BE OPEN. elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF 5 1 2 2 1 6 2 2 1 B B B B B B STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:03 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA2.2 EX T E R I O R E L E V A T I O N S 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 eup bam RE X B U R G ID A H O RE X B U R G , I D A H O 16 KEY NOTES 1 ARCHITECTURAL ASPHALT SHINGLES 2 VERTICAL WOOD SIDING 3 HORIZONTAL WOOD SIDING 4 VERTICAL WAINSCOT 5 RIGHT DIAGONAL WAINSCOT 6 LEFT DIAGONAL WAINSCOT 7 vertical WIDE WOOD SIDING TYPICAL NOTES 1. ALL MECHANICALLY FASTENED FLASHING SHALL BE EXTENDED UP WALL A MINIMUM OF 9". 2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND JAMBS. 3. fLASHING TO BE APPLIED OVER SOLID BACKING PER MANUFACTURER'S INSTRUCTIONS. 4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING TERMINATION. INSTALL PER AAMA 2400-10, WHICH REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5. "J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS AND SILLS AS REQUIRED. INSTALL PER SIDING MANUFACTURER'S WRITTEN INSTRUCTIONS. 5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN THE CLADDING AND DRIP EDGE. 6. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH LOW-EXPANSION URETHANE FOAM. 7. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS, ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR / WINDOW. 8. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY MUST BE OPEN. SCALE:1" = 10'-0" BREEZEWAY ELEVATION elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev29' -7 1/2" ROOF 14 22 811 12 34 5 7 8 6 12 16 21 11 14 14 1 1013 15 22 8 11 1 2 3 4 57 8 6 12 16 21 11 1 10 13 18 23 23 15 elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR elev-4' -0" T.O.FOOTING elev29' -7 1/2" ROOF 1 A3.1 1221112 3344 5566 7 8888 6 9 10 11 12 13 15 8 16 18 19 20 21 2 34 5 6 10 11 13 8 21 7 9 11 12 15 8 16 19 20 21 9 11 8 21 3 4 5 6 11 111111 9' - 1 1/2" 10' - 3" 10' - 3" 9 17 17 212121 9 9 21 17 17 17 17 17 17 17 23 23 10 131013 1010 A2.1 A 18 1 A2.2 STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:07 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA3.1 BU I L D I N G S E C T I O N S 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 eup bam RE X B U R G ID A H O RE X B U R G , I D A H O 16SCALE: 3/16" = 1'-0" Section b SCALE: 3/16" = 1'-0" Section A KEY NOTES 1 FOOTING AND FOUNDATION AS PER STRUCTURAL DRAWINGS 2 COMPACTED ENGINEERED FILL 3 6" FREE DRAINING GRAVEL 4 VAPOR BARRIER 5 4" CONCRETE SLAB - SEE STRUCTURE 6 TREATED 2X PLATE W/ ANCHOR BOLTS - SEE STRUCTURAL DRAWINGS 7 BITUMINOUS DAMPPROOFING 8 (2) LAYERS 5/8" TYPE 'x' GYP. BD. ON CHANNELS (1 HOUR RATED CEILING) 9 3" CONCRETE ON FLOOR STRUCTURE, SEE STRUCTRAL DRAWINGS 10 2 LAYERS 5/8" TYPE 'X' GYP. BD. CEILING (1 HOUR RATED) 11 SOUND BATT INSULATION - FLOORS. fill cavity 12 EXTERIOR WALL BATT INSULATION. r-21 13 FOIL SCRIM KRAFT (FSK) BATT INSULATION ABOVE SUSPENDED GYP. CEILING SYSTEMS IN ATTIC SPACE. r-50 14 sound batt insulation - walls. Fill cavity 15 ARCHITECTURAL ASPHALT SHINGLES ON ICE & WATER SHEILD ON 30# BUILDING FELT THROUGHOUT. 16 5/8" TYPE 'X' GYP. BD. (INSIDE ONLY) 17 5/8" TYPE 'X' GYP. BD. (1 LAYER EA. SIDE OF WALL) 1 HOUR FIRE RATED 18 ATTIC DRAFT STOP - (1) LAYER 5/8" TYPE 'X' GYP. BD. ON (1) SIDE OF ROOF TRUSS TAPE ALL JOINTS AND SEAL ALL PENETRATIONS 19 AIR INFILTRATION BARRIER - TYVEK COMMERCIAL WRAP "d" OR EQUAL, ALL JOINTS AND PENETRATIONS TO BE TAPED AND SEALED, TYPICAL, ALL EXTERIOR WALLS 20 SHEATHING 21 1" GYP. CRETE ON 1/4" SOUND REDUCTION BD. (1 1/4" GYP. CRETE IF SOUND BD. IS DELETED) ON FLOOR SEATHING 22 11 7/8" TJI FLOOR JOIST - SEE STRUCTURAL DRAWINGS 23 2" r-10 rigid insulation MINIMUM INSULATION VALUES • EXTERIOR WALL R21 • ROOF R38 • FOUNDATION WALL R20 • SOUND INSULATED FLOOR R11 elev0' -0" F.F. 1ST FLOOR elev10' -3" F.F. 2ND FLOOR elev20' -6" F.F. 3RD FLOOR A3.2 2 A3.2 3 STEEL STRUCTURE - SEE STRUCTURAL CONC. LANDING OVER STEEL DECK -SEE STRUCT. 4" x 4" x 1/4" STEEL ANGLE WELD TO BEAM AND STRINGER 1 x 2" x 1/4" x REQ'D LENGTH WELD TO PLATE STAIR STRINGER SEE STRUCT. 1" WIDE VISUAL MARKING STRIPE TREAD: PRECAST CONC. BOLT TO ANGLE 5/8" BOLTS CAST INTO TREAD (2) EA. END 3/16" PLATE RISER WELDED TO STRINGER EA. END STEEL BEAM SEE STRUCT. STEEL ANGLE BRACKET 1 1/2" x 1 1/2" x 3/16" WELD AT STRINGER 1" SQUARE TUBE STEEL WELDED TO RAILS 1 1/2" SQUARE TUBE STEEL TOP RAILS 3" SQUARE TUBE STEEL RISER WELDED TO STRINGER 1 1/2" 0 O.D. TUBE STEEL HAND RAIL A A STAIR STRINGER SEE STRUCT.STAIR STRINGER SEE STRUCT. 1 1/2" SQUARE TUBE STEEL TOP RAIL 1 1/2" 0 O.D. TUBE STEEL HAND RAIL 1 1/2" SQUARE TUBE STEEL BOTTOM RAIL • ALL WELDS TO BE GROUND SMOOTH • ALL STEEL RAILING COMPONENTS TO BE POWDER COATED • COMPONENTS SHALL BE ASSEMBLED SO AS A 4" 0 CYLINDER CANNOT PASS THROUGH GAP 3" SQUARE TUBE STEEL RISER WELDED TO STRINGER NOTCH RISER AT STRINGER GRIND WELDS SMOOTH ELEVATION SECTION A TREAD: PRECAST CONC. BOLT TO ANGLE 5/8" BOLTS CAST INTO TREAD (2) EA. END TREAD: PRECAST CONC. BOLT TO ANGLE 5/8" BOLTS CAST INTO TREAD (2) EA. END CLCL CL CL STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:08 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA3.2 ST A I R S E C T I O N S 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:1/2" = 1'-0"A3.2 1STAIR SECTION SCALE:1 1/2" = 1'-0"A3.2 2STAIR DETAIL SCALE:3/4" = 1'-0"A3.2 3STAIR DETAIL plywood sheathing -see structural 5/8" TYPE 'X' GYP. BD. 2x6 STUD WALL @ 16" O.C. SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING 1 HOUR FIRE RATED r-21 batt insulation 5/8" TYPE 'X' GYP. BD. OR FIBERGLASS REINFORCED GYP. BD. WHERE EXPOSED TO WEATHER. siding per owner's selection vapor barrier 5/8" TYPE 'X' GYP. BOARD SOUND ATTENUATION BAtt INSULATION 5/8" TYPE 'X' GYP. BOARD DOUBLE 2x4 STUD WALL @ 16" O.C. STAGGER STUD SEAL ALL PENETRATIONS BY AN APPROVED MEANS TO MAINTAIN FIRE RATING 1 HOUR FIRE RATED SOUND ATTENUATION 0' - 8" plywood sheathing -see structural 5/8" TYPE 'X' GYP. BD. 2x6 STUD WALL @ 16" O.C. r-21 batt insulation siding per owner's selection vapor barrier 5/8" GYP. BD. EA. SIDE 2x4 STUD WALL @ 16" O.C. 5/8" GYP. BD. EA. SIDE 2x4 STUD WALL @ 16" O.C. STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:08 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA3.3 WA L L T Y P E S 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 JRN BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 wall type 1wall type 2wall type 3wall type 4wall type 5 2' - 6" 1' - 8" 2' - 10" 2' - 0"2' - 0" 2' - 9"2' - 1" 2' - 10" 2' - 10" 1' - 8" 2' - 6" 2' - 0" 2' - 10" 2' - 0" 2' - 3"2' - 8"2' - 3"1' - 6" 2' - 10" 1' - 8" 2' - 6" 3' - 3" 3' - 0" 2' - 0" 3' - 0" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:09 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA4.1 MI L W O R K D E T A I L S - T Y P E " 1 " U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:3/4" = 1'-0"A4.1 1KITCHEN SCALE:N.T.S.A4.1 2KITCHEN SCALE:3/4" = 1'-0"A4.1 3KITCHEN SCALE:3/4" = 1'-0"A4.1 4KITCHEN SCALE: N.T.S.A4.1 5BATHROOM SCALE: N.T.S.A4.1 6BATHROOM 5' - 9" 1' - 3" 2' - 0" 2' - 10" 2' - 10" 1' - 8" 2' - 6" 4' - 8 7/8"1' - 6"2' - 3"2' - 0" 2' - 10" 5' - 9" 1' - 3" 2' - 1"2' - 9"1' - 1" 2' - 10" 3' - 0" 2' - 0"1' - 3"2' - 4 1/4" 3' - 0" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:10 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA4.2 MI L W O R K D E T A I L S - T Y P E " 2 " U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:3/4" = 1'-0"A4.2 1KITCHEN SCALE:3/4" = 1'-0"A4.2 2KITCHEN SCALE:3/4" = 1'-0"A4.2 3KITCHEN SCALE: N.T.S.A4.2 4KITCHEN SCALE: N.T.S.A4.2 5BATHROOM SCALE: N.T.S.A4.2 6BATHROOM 2' - 0" 3' - 0" 1' - 6"1' - 3"2' - 3" 3' - 0" 1' - 3"2' - 2 1/2" 3' - 0" 2' - 0" 3' - 0" 2' - 0" 2' - 10" 2' - 6" 1' - 8" 2' - 10" 2' - 3"2' - 7"2' - 3"1' - 0" 2' - 10" 1' - 8" 2' - 6" 2' - 6" 1' - 8" 2' - 10" 2' - 3"2' - 1"2' - 9"1' - 0" 2' - 10" STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:11 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA4.3 MI L W O R K D E T A I L S - T Y P E " 3 " U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: N.T.S.A4.3 1BATHROOM SCALE: N.T.S.A4.3 2BATHROOM SCALE: N.T.S.A4.3 3BATHROOM SCALE: N.T.S.A4.3 4BATHROOM SCALE:3/4" = 1'-0"A4.3 5KITCHEN SCALE:3/4" = 1'-0"A4.3 6KITCHEN SCALE:3/4" = 1'-0"A4.3 7KITCHEN SCALE:3/4" = 1'-0"A4.3 8KITCHEN 2 panel PATIO SEE SCHEDULE SEE SCHEDULE 12" A B SEE SCHEDULE SEE SCHEDULE 2" VA R I E S VA R I E S 3" HOLLOW METAL FI E L D VE R I F Y BA WOOD FRAME 3" 4 3/4" 5/8" TYPE 'X' GYP. BOARD EACH SIDE HEADER SEE STRUCT. WOOD STUD WALL, SEE WALL TYPE 2 4 2 4 HARDWOOD FRAME 3" 4 3 / 4 " 5/8" TYPE 'X' GYP. BOARD EACH SIDE DOUBLE STUD 2 4 2 4 WOOD STUD WALL, SEE WALL TYPE HARDWOOD FRAME 9" 2 6 HOLLOW METAL FRAME INSULATED CONTINUOUS CAULK BOTH SIDES HEADER SEE STRUCT. INSULATE 2X6 STUD WALLSEE WALL TYPES FOR WALL CONSTRUCTION AT DOOR LOCATION CONTINUOUS CAULK BOTH SIDESHOLLOW METAL FRAME INSULATED 2 6 2 6 FRAME ANCHOR INSULATE 2X6 STUD wall SEE WALL TYPES FOR WALL CONSTRUCTION AT DOOR LOCATION STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:11 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA5.1 DO O R S C H E D U L E 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 JRN BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 DOOR SCHEDULE MA R K SI N G L E PA I R DO O R T Y P E DOOR FRAME DETAILS UL L A B E L ( I N M I N U T E S ) REMARKS SIZE MA T E R I A L FI N I S H FR A M E T Y P E FI N I S H HE A D JA M B WI D T H HE I G H T TH I C K N E S S A1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED A2 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A3 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A4 ●A 5' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A6 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A7 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 A8 ●B 6' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED A9 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED A10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED B2 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B3 ●A 3' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT - - 1/A5.1 2/A5.1 BARN DOOR HARDWARE B4 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B6 ●B 6' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED B7 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED B8 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B9 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 B10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 20 INSULATED C2 ●A 2' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C3 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C4 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C5 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C6 ●A 4' - 0" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C7 ●B 5' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED C8 ●A 2' - 6" 6' - 8" 0' - 1 3/4" METAL PAINT A PAINT 1/A5.1 2/A5.1 INSULATED C9 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C10 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 C11 ●A 2' - 10" 6' - 8" 0' - 1 3/4" WOOD PAINT A PAINT 1/A5.1 2/A5.1 F1 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30 F2 ●A 3' - 0" 6' - 8" 0' - 1 3/4" METAL PAINT B PAINT 3/A5.1 4/A5.1 30 SCALE:n.t.s. DOOR TYPES SCALE:n.t.s. TYP. FRAME PROFILE SCALE: N.T.S.A5.1 1HEADER - 2x4 SCALE: N.T.S.A5.1 2JAMB - 2x4 SCALE: N.T.S.A5.1 3HEADER - 2X6 SCALE: N.T.S.A5.1 4JAMB - 2X6 A B SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE WINDOW NOTES • GLAZING FOR TYPE 1 TO BE 1" INSULATED LOW "E" ON ALL SIDEs • GLAZING TO BE CLEAR 2 6 2 6 SHEATHING W/ BLDG. WRAP 2x6 STUD WALL INSULATED CONTINUOUS CAULK EA. SIDE. TYPICAL DRIP FLASHING SHIM AS NEEDED 5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT SEE WINDOW SCHED. FOR WINDOW TYPE SIDING PER OWNER'S SELECTION VINYL 'J' TRIM 5/8" TYPE 'X' GYP. BD. WHERE OCCURS. SEE WALL TYPES R 1 /2 " 2 6 2 6 CONTINUOUS CAULK EA. SIDE. TYP. 1/2" SHEATHING 2x6 STUD WALL INSULATED AIR INFILTRATION BARRIER WOOD SILL PAINTED 5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT SEE WINDOW SCHED. FOR WINDOW TYPES 5/8" TYPE 'X' GYP. BD. WHERE OCCURS 6 2 6 1/2" SHEATHING 2x6 STUD WALL INSULATED CONTINUOUS CAULK EA. SIDE. TYPICAL 2 SHIM AS NEEDED SEE WINDOW SCHED. FOR WINDOW TYPE 5/8" TYPE 'X' GYP. BD. TEXTURE AND PAINT 5/8" TYPE 'X' GYP BD. WHERE OCCURS AIR INFILTRATION BARRIER 3/4" WOOD SILL PAINTED 3/4"x3 1/2" WOOD TRIM PAINTED SIDING PER OWNER'S SELECTION STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:12 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA5.2 WI N D O W S C H E D U L E 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 eup BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 WINDOW SCHEDULE MARK SIZE FRAME REMARKSWIDTH HEIGHT MAT. FIN. OPER GLAZ'G BLINDS A 6' - 0" 5' - 0" VINYL FACTORY SINGLE HUNG 1 Yes B 6' - 0" 5' - 0" VINYL FACTORY FIXED 1 Yes SCALE:1/2" = 1'-0" WINDOW TYPES SCALE: N.T.S.A5.2 4WINDOW HEADER SCALE: N.T.S.A5.2 5WINDOW JAMB SCALE: N.T.S.A5.2 6WINDOW SILL W D DW 6' - 6"9' - 3"2' - 4 1/2"13' - 4 1/2" 5' - 1 1/4" 1' - 1 3/4" 3' - 9" 4' - 7 1/2" 9' - 2" 10' - 0" 4' - 3" A4.1 1 2 3 4 A4.1 5 6 A1 A2 A4 A5 A7 A6 A10 A3 A B 23' - 4" W4 W4 W4 W4 W4 W4 W4 W4 W5W4 W4 W4 W4 4' - 9"3' - 10" 5' - 0" 5' - 0" 5' - 8 1/2"3' - 4" 8' - 7"9' - 6 1/2"4' - 4"9' - 0 1/2" 11' - 2 1/2"2' - 2" 3' - 6" 5' - 8" 23' - 9 1/2" 31' - 6" 31' - 6" W3 W2 W2 W2 W2 W3 LIVING ROOM PANTRY LAUNDRY WALK-IN CLOSET HVAC BEDROOM STUDY BATHROOM CLOSET HALL KITCHEN DINING NOOK FE W4 40" CLEAR MIN. A9 8'-0" ceiling to accomodate water heater. A8 ON FIRST FLOOR, INSTALL 2X10 BACKING IN MARKED WALLS FOR ADAPTABLE GRAB BAR. INSTALL SO THAT CENTER OF BACKING IS AT REQUIRED HEIGHT -SEE SHEET G1.2 FOR GRAB BAR LOCATIONS. GENERAL NOTES 1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE CENTERED ON INTERIOR surface OF WALL U.N.O. 2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR 3" FORM CORNER U.N.O. 3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD. 4. F.E. FIRE EXTINGUISHER NOTED AS "FE". STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:13 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA6.1 LA R G E S C A L E P L A N - T Y P . T Y P E 1 U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:1/2" = 1'-0" TYPICAL UNIT TYPE "1" W D DW 14' - 5 1/2" 8' - 9" 12' - 11 1/2"6' - 5"9' - 4" 4' - 4" 4' - 2" 5' - 5 3/4" 5' - 1 1/4" 4' - 0" 3' - 8" 2' - 11" A4.23 2 1 4 A4.25 6 A B1 B5 B4 B8 B9 B10 B3 B2 W4 W4 W4 W4 W4 W4 W4 W4 W4 5' - 3 1/2" 5' - 3 1/2" 3' - 10 1/2" 4' - 3" 4' - 6" 3' - 0 3/4"3' - 4 1/4"4' - 3"5' - 1" 2' - 7" 4' - 2"20' - 4 1/2"4' - 2" 8' - 3 1/2" 4' - 4" 5' - 11 1/2" 2' - 4" 23' - 2 1/2" 23' - 2 1/2" W3 W2 W3 W1 W1 28' - 8 1/2" 28' - 8 1/2" W2 W4 W2 40" CLEAR MIN. LIVING ROOM KITCHEN PANTRY UTILITY BATHROOM WALK-IN CLOSET CLOSET BEDROOM HVAC FE B7 8'-0" soffit above W/D for Water Heater. 3' - 5 7/16" ON FIRST FLOOR, INSTALL 2X10 BACKING IN MARKED WALLS FOR ADAPTABLE GRAB BAR. INSTALL SO THAT CENTER OF BACKING IS AT REQUIRED HEIGHT -SEE SHEET G1.2 FOR GRAB BAR LOCATIONS. GENERAL NOTES 1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE CENTERED ON INTERIOR surface OF WALL U.N.O. 2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR 3" FORM CORNER U.N.O. 3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD. 4. F.E. FIRE EXTINGUISHER NOTED AS "FE". STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:14 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA6.2 LA R G E S C A L E P L A N - T Y P . T Y P E 2 U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE:1/2" = 1'-0" TYPICAL TYPE 2 UNIT WD DW A4.3 6 8' - 11 1/2"4' - 8 1/2"5' - 1 1/2" 3' - 6 1/2" 13' - 8"3' - 7"6' - 7" 4' - 10 1/2" 10' - 2" 4' - 4 1/2" 8' - 9 1/2" 13' - 11 1/2" 15' - 0 1/4" 1' - 6" 1' - 10" 5' - 7" 2' - 4" 11' - 8 3/4" 4' - 2" 7 8 5 A4.34 A4.32 3 1 C2 C1 C11 C10 C9 C6 C5 C4 B W4 W4 W4 W4 W4 W5 W4 W4 W4 W4 W5 W4 W4 W4 4' - 9"19' - 6 1/2" 2' - 4" 7' - 10" 6' - 8 1/4"6' - 11 3/4" 4' - 4 1/2" 3' - 4" 5' - 5 1/2" 3' - 0" 4' - 3"4' - 8 1/2"4' - 8 1/2" 42' - 2" 7' - 5" 7' - 7 1/4" 42' - 2" W3 W2 W2 W2 W1 W1 W4 W4 C3 40" CLEAR MIN. 40" MIN PANTRY KITCHEN WALK-IN CLOSET BATHROOM BEDROOM #1 BEDROOM #2 HVAC CLOSET BATHROOM CLOSET LIVING ROOM HALL FE 3' - 0 1/2"3' - 6 1/2" FIRE RISER (FIRST FLOOR ONLY) W1 W1 W1 C8 8'-0" soffit above w/d for water heater ON FIRST FLOOR, INSTALL 2X10 BACKING IN MARKED WALLS FOR ADAPTABLE GRAB BAR. INSTALL SO THAT CENTER OF BACKING IS AT REQUIRED HEIGHT -SEE SHEET G1.2 FOR GRAB BAR LOCATIONS. 24' - 3 1/2" 23' - 10" GENERAL NOTES 1. ALL WINDOWS AND EXTERIOR OPENINGS ARE TO BE CENTERED ON INTERIOR surface OF WALL U.N.O. 2. ALL DOOR OPENINGS ARE TO BE CENTERED ON WALL OR 3" FORM CORNER U.N.O. 3. ALL WALL DIMENSIONS TO SURFACE OF WALL STUD. 4. F.E. FIRE EXTINGUISHER NOTED AS "FE". STATE OF IDAHO BRENT A. McFARLAND AR-2561 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: File: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF 10/25/2022 11:36:15 AM S:\Drawings\870-Sweetwater Apartment - Madison Station\BIM CD\SWEETWATER APARTMENT-October Redlines.rvtA6.3 LA R G E S C A L E P L A N - T Y P . T Y P E 3 U N I T 870 MA D I S O N S T A T I O N A P T S . OCT, 2022 EUP BAM RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 3/8" = 1'-0" TYPICAL TYPE 3 UNIT CAST IN PLACE CENTERLINE CENTERLINE OF BEAM CENTERLINE OF COLUMN CENTERLINE OF WALL CLEAR CONCRETE CONCRETE CONTROL JOINT CONCRETE SAWCUT JOINT CONCRETE MASONRY UNIT CONNECTION CONTINUOUS DEAD LOAD DOWN DRAWING(S) EQUAL EQUIPMENT EXPANSION JOINT EACH WAY FINISHED FLOOR FACE OF STEEL FACE OF WALL GAUGE GALVANIZED GENERAL STRUCTURAL NOTES CENTERLINE OF FOOTING FACE OF MEMBER EXPANSION BOLT EDGE OF SLAB DIAMETER GALV. GSN DN. DWG(S) EQ. EQUIP. EXP. JT (E.J.) E.W. F.F. F.O.S. F.O.W. GA. F.O.M. EXP. BOLT E.O.S. o OR DIA. C.I.P. C.L. C.L.B. C.L.C. C.L.W. CLR CONC C.C.J. C.S.J. C.M.U. CONN. CONT. D.L. C.L.F. W/ WITH W/O WITHOUT T.O.P. U.N.O. W.W.F. TYP. VERT T.O.S. T.O.W. T.O.D. T.O.F. T.O.L. T.O.M. STD T.O.B. T.L. SLH SLV SIM. SQ. PSF PSI REINF. PREFAB OPP. P.C. PLF N.T.S. O.C. O.F.W. TOP OF FOOTING UNLESS NOTED OTHERWISE WELDED WIRE FABRIC TOP OF MASONRY TOP OF PLATE TOP OF STEEL TOP OF WALL TYPICAL VERTICAL STANDARD TOP OF BEAM TOP OF DECK TOP OF LEDGER TOTAL LOAD OUTSIDE FACE OF WALL PRECAST CONCRETE POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH SHORT LEG VERTICAL SHORT LEG HORIZONTAL REINFORCING SIMILAR SQUARE NOT TO SCALE ON CENTER OPPOSITE PREFABRICATED AGGREGATE BASE COURSE AIR CONDITIONER ABOVE FINISHED FLOOR ALTERNATE ANCHOR BOLT AT (MEASUREMENT) BEAM BOTTOM OF BEAM BOTTOM OF DECK BEARING BELOW FINISHED FLOOR BOTTOM OF FOOTING A.B.C. A/C A.F.F. ALT. A.B. @ BM B.O.B. B.O.D. BRG B.F.F B.O.F. ABBREVIATIONS LBS (#) MFR('S) M.C.J. MECH'L. N/A LLV LLH HORIZ. K(KIP) GLB (GLULAM) I.F.W. L.L. LONG LEG VERTICAL MANUFACTURER('S) MASONRY CONTROL JOINT NOT APPLICABLE LONG LEG HORIZONTAL GLUED-LAMINATED BEAM INSIDE FACE OF WALL POUNDS MECHANICAL HORIZONTAL 1000 POUNDS LIVE LOAD EXISTING(E) MIN.MINIMUM MAX.MAXIMUM SYMBOLS LEDGEND WALLS WITH SOLID LINES DESIGNATE STRUCTURAL (BEARING) WALLS. WALLS WITH DASHED LINES DESIGNATE NON-STRUCTURAL (NON-BEARING) WALLS. WALLS WITH HATCH DESIGNATE MASONRY WALLS. , , , -AS SHOWN ON PLAN INDICATES A SHEARWALL; HATCHING IN WALL DESIGNATES SHEARWALL LENGTH. 5 6 7 , , - AS SHOWN ON PLAN INDICATES A SHEARWALL HOLDOWN. SEE HOLDOWN SCHEDULES AND DETAILS FOR ADDITIONAL INFORMATION. A B INDICATES HVAC EQUIPMENT ON ROOF OR IN ATTIC SPACE. SEE TYPICAL DETAILS FOR FRAMING INFORMATION. - AS SHOWN ON PLAN INDICATES A HELICAL PIER. XXXX CS16, CMSTC16, ECT. - AS SHOWN AT WALL OPENINGS INDICATE STRAPPING, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. D=xxx# INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH TENSION AND COMPRESSION. STEP INDICATES STEPPED OR DEPRESSED SLAB. C=X" INDICATES CAMBER IN BEAM. INDICATES RIDGID CONNECTION. (NOT ALL SYMBOLS NECESSARILY APPLY TO THIS PROJECT) P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. SC1, SC2, ETC. - AS SHOWN ON PLAN INDICATES A STEEL COLUMN. SEE STEEL COLUMN SCHEDULE FOR ADDITIONAL INFORMATION. COLUMNS START AT THE LEVEL THEY ARE CALLED OUT ON. PX SCX RME XXX# 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T EC T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E RS H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S WI T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T ED 10/22/2022 12:53:31 PM S1.0 GE N E R A L S T R U C T U R A L N O T E S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O SHEET INDEX SHEET DESCRIPTION DETAILS S1.0 GENERAL STRUCTURAL NOTES --- S1.1 SPECIAL INSPECTIONS --- S1.2 TYPICAL DETAILS T - SERIES S1.3 TYPICAL DETAILS T - SERIES S1.4 PLAN SCHEDULES --- S2.0 FOUNDATION PLAN --- S2.1 SECOND FLOOR FRAMING PLAN --- S2.2 THIRD FLOOR FRAMING PLAN --- S2.3 ROOF FRAMING PLAN --- S3.0 FOUNDATION DETAILS 100 - SERIES S4.0 FLOOR FRAMING DETAILS 200 - SERIES S4.1 FLOOR FRAMING DETAILS 200 - SERIES S5.0 ROOF FRAMING DETAILS 300 - SERIES LOCATION LIVE / SNOW LOAD DEAD LOAD ELEMENTS LIVE LOAD TOTAL LOAD LOCATION:MINIMUM COVER TOLERANCE USE:CONCRETE STRENGTH: MAX W/C RATIO AIR ENTRAINMENT USE:MATERIAL: GENERAL REQUIREMENTS: BASIS FOR DESIGN: FOUNDATION NOTES:CONCRETE:WOOD:DEFERRED SUBMITTAL ITEMS: 1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNED PRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OF LIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3). 2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVE BEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEY NECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMING REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRY ACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. 3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS STATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS. 4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUT SHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLY ONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT AND STRUCTURAL ENGINEER. 6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING DEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR. 1.BUILDING CODE: 2018 EDITION OF THE IBC WITH BINGHAM COUNTY AMENDMENTS. RISK CATEGORY = II 4. SEISMIC DESIGN PARAMETERS: ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE FACTOR Ie = 1.00 SITE CLASS C SEISMIC DESIGN CATEGORY C MAPPED SPECTRAL RESPONSE ACCELERATIONS S1 = 0.142, SS = 0.366 DESIGN SPECTRAL RESPONSE ACCELERATIONS PERCENT SNOW INCLUDED WITH SEISMIC LOADS 20 VERTICAL SHEAR TRANSFER ELEMENTS: PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.057 5. WIND DESIGN PARAMETERS (STRENGTH): ULTIMATE WIND SPEED 105 MPH (3 SECOND GUST) WIND EXPOSURE C IMPORTANCE FACTOR Iw = 1.00 INTERNAL PRESSURE COEFFICIENT -0.18 COMPONENT AND CLADDING PRESSURE 32.3 PSF NET UPLIFT ON ROOF 16.1 PSF 2. VERTICAL LOADS: ROOF ROOF = 35 PSF GROUND = 50 PSF 20 PSF FLOOR 40 PSF 35 PSF STAIRS / CORRIDORS 100 PSF 50 PSF 3. DEFLECTION LIMITS: ROOF TRUSSES/JOISTS L/360 L/240 FLOOR JOISTS L/600 L/240 BEAMS L/360 L/240 FOUNDATIONS DESIGNED IN CONFORMANCE WITH RECOMMENDATIONS BY: EAGLE ROCK ENGINEERING REPORT NO. 22109 DATED SEPTEMBER 23, 2022. 2.SITE PREPARATION AND GRADING REQUIREMENTS OF THE SOIL REPORT AND ANY ADDENDUM'S SHALL BE COMPLETED PRIOR TO CONSTRUCTION OF FOUNDATIONS. ANY TESTS OR INSPECTIONS REQUIRED BY THE SOIL REPORT SHALL BE PERFORMED PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL OR CONCRETE. ALTERATIONS TO SITE PREPARATION OR GRADING SHALL BE REPORTED TO THE GEOTECHNICAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. 3.A ONE-THIRD INCREASE IN BEARING PRESSURES IS ALLOWED WITH SEISMIC OR WIND LOAD COMBINATIONS. LATERAL BEARING AND LATERAL SLIDING RESISTANCE MAY BE COMBINED. 4.ALL FOUNDATIONS SHALL BEAR ON EITHER UNDISTURBED WELL/POORLY GRADED GRAVEL WITH SAND (GW/GP) OR ON COMPACTED STRUCTURAL FILL. OVER EXCAVATION DEPTHS OF 1.5-7 FEET SHOULD BE EXPECTED DEPENDING ON OPTION CHOSEN AND LOCATION ON JOBSITE. STRUCTURAL FILL SHOULD BE AT LEAST 24" IN DEPTH COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM D698. THE WIDTH OF COMPACTED STRUCTURAL FILL BENEATH FOOTINGS SHOULD BE EQUAL TO TWICE THE WIDTH OF THE FOOTING. GRADE IS DEFINED AS LOWEST ADJACENT GRADE WITHIN 5 FEET OF THE BUILDING FOR PERIMETER FOOTINGS. WHERE EXTERIOR PAVING OR CONCRETE IS DIRECTLY ADJACENT TO BUILDING, GRADE IS DEFINED AS TOP OF EXTERIOR PAVING AT LEAST 5 FEET FROM BUILDING. CONCRETE FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF LOOSE DEBRIS OR UN-COMPACTED MATERIAL AT TIME OF CONCRETE PLACEMENT. 5.CONCRETE SLABS ON GRADE SHALL BE SUPPORTED ON A 4 INCH (MIN) LAYER OF FREE-DRAINING GRANULAR MAT (DRAINAGE FILL COURSE). THE MAT SHOULD CONSIST OF A WELL GRADED SAND AND GRAVEL MIXTURE WITH MAXIMUM 3/4-INCH CRUSHED AGGREGATE. THE GRANULAR MAT SHOULD BE COMPACTED TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698. THE SUBGRADE BELOW THE 4 INCH BASE SHOULD BE EITHER UNDISTURBED WELL/POORLY GRADED GRAVEL WITH SAND (GW/GP) OR A MINIMUM OF 12 INCHES OF STRUCTURAL FILL COMPACTED TO 95% DRY DENSITY ACCORDING TO ASTM D698. 6.BACKFILL AGAINST RESTRAINED WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS AND CONCRETE OR GROUT STRENGTH HAS REACHED THE 28 DAY STRENGTH LISTED BELOW. THE SOIL DESIGN VALUES FOR THE FOUNDATION ARE: ALLOWABLE BEARING PRESSURE 3000 PSF FOUNDATION BEARING DEPTH 36" BELOW FINISHED GRADE 2.ALL NORMAL WEIGHT CONCRETE SHALL BE REGULAR WEIGHT OF 150 POUNDS PER CUBIC FOOT USING HARD ROCK AGGREGATES. AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. 3.LAP SPLICES FOR BEAMS AND FLOOR SLABS SLABS SHALL BE ACCORDING TO CHAPTER 12 OF ACI 318 OR LAP SCHEDULE ON THESE DRAWINGS. STAGGER SPLICES A MINIMUM OF ONE LAP LENGTH. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. LATEST ACI CODE AND DETAILING MANUAL APPLY. PROVIDE BENT CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. 4.ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING STEEL NOT NOTED AS "CLEAR" OR "CLR" ARE TO CENTER OF STEEL. MINIMUM COVER FOR NON-PRESTRESSED CONCRETE REINFORCING SHALL BE AS FOLLOWS: 5.MAXIMUM SLUMP FOR ALL CONCRETE SHALL BE 6". PORTLAND CEMENT SHALL CONFORM TO ASTM C150. TYPE V CEMENT SHALL BE USED FOR CONCRETE IN CONTACT WITH ALKALINE SOIL, AND TYPE II ELSEWHERE. 6.NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY THE TESTING AGENCY. 7.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301 AND ACI 318. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AROUND AND UNDER FLOOR DUCTS, ETC. CAST CLOSURE POUR, WHERE SHOWN ON PLANS AROUND COLUMNS AFTER COLUMN DEAD LOAD IS APPLIED. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONCRETE. ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. 8.ALL CONCRETE SLABS ON GRADE SHALL BE DIVIDED INTO AREAS BY CONTROL JOINTS (KEYED OR SAW CUT) SUCH THAT ONE SLAB AREA DOES NOT EXCEED A MAXIMUM LENGTH OF 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS (EXAMPLE: 4" SLAB = 8'-0" LENGTH). SQUARE LAYOUTS ARE PREFERRED, BUT THE SLAB GEOMETRY MAY DICTATE OTHERWISE. THE RATIO OF THE LONG TO SHORT DISTANCE SHALL NOT EXCEED 1.3. IT IS RECOMMENDED THAT SAW CUTS BE MADE WITHIN 16 HOURS OF CONCRETE BATCHING. KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING POURING, ALL OTHER JOINTS MAY BE SAW CUT. 9.HORIZONTAL PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE AND SLABS ON GRADE EXCEPT WHERE SPECIFICALLY APPROVED OR NOTED BY THE STRUCTURAL ENGINEER. PIPES AND CONDUITS SHALL NOT IMPAIR THE STRENGTH OF THE WORK. 10.FLY ASH MAY BE USED ONLY IF PERMITTED BY ARCHITECTURAL SPECIFICATIONS AND SHALL BE LIMITED TO 18 PERCENT OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE. 11.COLD/HOT WEATHER CONCRETE CONSTRUCTION: PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH IN COMPLIANCE WITH ACI 305 AND 306. 12.CONCRETE MIXES SHALL BE DESIGNED BY A CERTIFIED LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. 13.LIMIT ALKALI-SILICA REACTION (ASR) TO 0.1% EXPANSION AT 28 DAYS IN CONCRETE MIX AT ALL EXTERIOR CONCRETE AND INTERIOR CONCRETE EXPOSED TO MOISTURE. CAST AGAINST EARTH (FOOTINGS)3"± 3/8" SLABS ON GRADE 1 1/2" EXPOSED TO EARTH OR WEATHER - #5 AND SMALLER EXPOSED TO EARTH OR WEATHER - #6 AND LARGER 2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND ROOF SLAB 1" STRUCTURAL SLABS AND WALLS BEAMS AND COLUMNS (PRIMARY) REINFORCEMENT, TIES, STIRRUPS AND SPIRALS 1. MINIMUM 28 DAY CONCRETE STRENGTH SHALL BE AS FOLLOWS: FOOTINGS 3500 PSI 0.50 5.5% ± 1% FOUNDATION WALLS 4500 PSI 0.45 5.5% ± 1% INTERIOR CONCRETE SLABS ON GRADE 3500 PSI 0.45 N/A 1.GENERAL: DO NOT NOTCH OR DRILL JOISTS, BEAMS, OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER THROUGH THE ARCHITECT. DOUBLE UP JOISTS AND BLOCKING UNDER PARTITIONS. PROVIDE 2" (NOMINAL) SOLID BLOCKING AT SUPPORTS OF ALL JOISTS. UNLESS NOTED OTHERWISE ON PLANS/DETAILS PROVIDE 2x SOLID BLOCKING AT MID-HEIGHT OF BEARING STUD WALLS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO IBC TABLE 2304.10.1. JOIST HANGERS AND OTHER MISC. FRAMING ANCHORS SHALL BE SIMPSON STRONG-TIE COMPANY, INC. OR OTHER MANUFACTURER WITH CURRENT ICC-ES APPROVAL. 2.SAWN LUMBER: FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY. SAWN LUMBER SHALL HAVE THE FOLLOWING MINIMUM GRADE UNLESS NOTED OTHERWISE IN SCHEDULES: 2x4 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) 2x6 STUDS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) JOISTS, TOP PLATES AND ALL OTHER SAWN LUMBER DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) BEAMS AND POSTS DOUGLAS-FIR NO. 2, MINIMUM (U.N.O.) LOCATION:NOMINAL THICKNESS: SPAN INDEX RATING: EDGE ATTACHMENT: FIELD ATTACHMENT: WALL 8d AT 6" O.C.8d AT 12" O.C. ROOF 8d AT 6" O.C. 8d AT 12" O.C. ROOF 8d AT 6" O.C. 8d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. ROOF 10d AT 6" O.C. 10d AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. FLOOR 10d AT 6" O.C. OR #8 SCREWS AT 6" O.C. 10d AT 6" O.C. OR #8 SCREWS AT 12" O.C. 3.PLYWOOD: ALL PLYWOOD SHALL BE C-D OR C-C SHEATHING CONFORMING TO STANDARD PS 1-95. LAY UP PLYWOOD WITH FACE GRAIN IN PERPENDICULAR TO SUPPORTS (ON ROOFS WHERE PLYWOOD IS LAID UP WITH FACE GRAIN PARALLEL TO SUPPORTS, USE A MINIMUM OF 5-PLY PLYWOOD, STAGGER JOINTS). ALL NAILING, COMMON NAILS. BLOCKING AT PANEL EDGES WHERE INDICATED ON PLANS. ALL PLYWOOD SHALL BE OF THE FOLLOWING NOMINAL THICKNESS, SPAN/INDEX RATING AND SHALL BE NAILED AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS: SCREWS AT FLOOR SHEATHING SHALL BE #8 SCREWS AND SHALL PENETRATE AT LEAST 1 1/2" INTO THE SUPPORTING MEMBER. ALL FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH AN APA AFG-01 QUALIFIED ADHESIVE. PLYWOOD ALTERNATE: AMERICAN PLYWOOD ASSOCIATION PERFORMANCE RATED SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER, ARCHITECT AND ROOFER. IT MAY NOT BEUSED ON ROOFS WHERE BUILT UP ROOF SYSTEM IS TO BE GUARANTEED BY ROOFER. RATED SHEATHING SHALL COMPLY WITH CURRENT ICC-ES REPORTS AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4.NOMINAL 2x AND 3x DECKING. TONGUE AND GROOVE TYPE. MINIMUM Fb = 1,600 PSI, MINIMUM E = 1,300,000 PSI. INSTALL WITH TONGUES UP SLOPE ON PITCHED ROOFS, AND OUTWARD IN THE DIRECTION OF LAYING ON FLAT ROOFS. NAIL EACH PLANK WITH 16d TOENAIL (THRU THE TONGUE) AND 16d FACE NAIL AT EACH SUPPORT. DECK SHALL BE INSTALLED AS SIMPLE SPAN WITH ALL PLANKS BEARING ON TWO SUPPORTS. FOR REFERENCE AND/OR ADDITIONAL INFORMATION SEE AITC 117-2010. 5.GLUED-LAMINATED BEAMS (GLB): GLUED-LAMINATED BEAMS SHALL BE DOUGLAS FIR COMBINATION AT 24F-V4 AT SIMPLE SPAN BEAMS AND 24F-V8 AT MULTI-SPAN AND CANTILEVERED BEAMS WITH THE FOLLOWING MINIMUM PROPERTIES: FB = 2,400 PSI, FV = 190 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,800 KSI. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. BEAMS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. CAMBER AS SHOWN ON DRAWINGS. STANDARD CAMBER IS BASED ON A RADIUS OF CURVATURE OF 2000 FEET. 6.GLUED-LAMINATED COLUMNS: GLUED-LAMINATED COLUMNS SHALL BE DOUGLAS FIR COMBINATION 3 WITH THE FOLLOWING MINIMUM PROPERTIES: FBY = 2,100 PSI, FBX = 2000 PSI, FVY = 230 PSI, FVX = 265 PSI, FC (PERPENDICULAR) = 650 PSI, E =1,900 KSI. ALL COLUMNS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC AND WCLA STANDARDS. COLUMNS TO BEAR GRADE STAMP AND AITC STAMP AND CERTIFICATE. 7.LAMINATED VENEER LUMBER (LVL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LVLs SHALL BE: FB = 2,600 PSI, FV = 285 PSI, E = 2,000 KSI. 8.PARALLEL STRAND LUMBER (PSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR PSLs SHALL BE: FB = 2,900 PSI, FV = 290 PSI, E = 2,000 KSI. 9.LAMINATED STRAND LUMBER (LSL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC-ES REPORT. MINIMUM PROPERTIES FOR LSLs SHALL BE: FB = 2,325 PSI, FV = 310 PSI, E = 1,550 KSI. 10.SILL PLATES RESTING ON CONCRETE OR MASONRY SHALL BE OF TREATED FIR. SHEAR WALLS AND EXTERIOR WALL SILLS AT CONCRETE SLAB SHALL HAVE A MINIMUM OF (2) ANCHOR BOLTS PER PIECE. PROVIDE ANCHOR BOLT AT 9" MAXIMUM, 4" MINIMUM FROM THE END OF EACH PIECE AT SPLICE OR END OF WALL. MAXIMUM ANCHOR BOLT SPACING SHALL BE 72" ON CENTER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. ALL ANCHOR BOLTS (OTHER THAN BOLTS FOR HOLDOWNS) SHALL EMBED 7" INTO CONCRETE. ANCHOR BOLTS FOR HOLDOWNS SHALL NOT BE CONSIDERED AS PART OF REQUIRED ANCHOR BOLTS ON SHEAR WALLS. ALL EXTERIOR WALLS SHALL BE SECURED WITH MINIMUM ANCHOR BOLTS. INTERIOR WALLS MAY BE SECURED TO CONCRETE WITH EITHER ANCHOR BOLTS OR POWER DRIVEN SHOT PINS UNLESS NOTED OTHERWISE ON PLANS. 11.BOLTING: ALL BOLTS IN WOOD CONNECTIONS SHALL CONFORM TO ASTM A307. BOLTS SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE Ø (DIAMETER) OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NICK THREADS TO PREVENT LOOSENING. 12. PREFABRICATED WOOD ROOF TRUSSES BALCONY 60 PSF 15 PSF SD1 = 0.220, SDS = 0.368 GENERAL STRUCTURAL NOTES (APPLY UNLESS NOTED OTHERWISE ON PLANS/DETAILS) ± 1/4" 1 1/2"± 3/8" ± 3/8" 1/8" 3/4"1/8" 1 1/2"3/8" PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS. WHERE UNINHABITABLE ATTIC SPACE CAN BE USED FOR STORAGE, A 20 PSF LIVE LOAD ON THE BOTTOM CHORD SHALL BE INCLUDED IN THE ANALYSIS. BRIDGING SIZE AND SPACING BY TRUSS MANUFACTURER UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED ENGINEER FOR REVIEW PRIOR TO MANUFACTURE FOR BOTH ROOF AND FLOOR TRUSSES WHEN USED. SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS REQUIRED AT BEARING POINTS. ALL CONNECTORS SHALL HAVE CURRENT ICC-ES APPROVAL. ADDITIONAL TRUSSES SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. PER IBC SECTION 2303.4 AND TPI-1: EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS, THE DESIGN LOADS, AND THE TRUSS SPACING - WITHIN TWO FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD. PREFABRICATED WOOD/STEEL WEB JOIST/PURLINS (TJI/TJL SERIES OR EQUAL): DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST EDITION ICC-ES REPORT. CONNECTIONS AND BEARING MATERIAL TO BE DESIGNED AND FURNISHED BY JOIST FABRICATOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH DESIGN CALCULATIONS SEALED BY A REGISTERED STRUCTURAL ENGINEER FOR REVIEW PRIOR TO MANUFACTURE. ADDITIONAL JOISTS SHALL BE SUPPLIED AS REQUIRED TO SUPPORT MECHANICAL EQUIPMENT. 7/16" OR 1/2" 7/16" OR 1/2" 15/32" OR 1/2" 19/32" OR 5/8" 23/32" OR 3/4" 7/8" 3/4" T&G 7/8" T&G 1 1/8" T&G 24/16 24/16 32/16 40/20 48/24 60/32 48/24 60/32 60/48 1. REINFORCING STEEL: 1.ASTM A615 GRADE 60 (FY = 60 KSI) DEFORMED BARS FOR ALL BARS #4 AND LARGER. ASTM A615 GRADE 40 (FY = 40 KSI) DEFORMED BARS FOR ALL BARS #3 AND SMALLER. GRADE 60 DEFORMED BARS SHALL BE USED FOR CONCRETE WALLS, BEAMS, AND ELEVATED SLAB REINFORCING. 2. WELDING OF REINFORCING BARS SHALL BE MADE ONLY TO ASTM A706 GRADE 60 BARS AND ONLY USING E90 SERIES RODS. WELDING OF REINFORCING BARS SHALL BE MADE ONLY AT LOCATIONS SHOWN ON PLANS OR DETAILS. 3. REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS PER CRSI SPECIFICATIONS AND HANDBOOK. DOWEL ALL VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE. STEEL: 1.MATERIALS: ROLLED W SHAPES, SHALL CONFORM TO ASTM A992 (FY=50 KSI). ALL OTHER STRUCTURAL STEEL SHAPES, ROLLED SECTIONS, BARS AND PLATES SHALL CONFORM TO ASTM A36 (FY = 36 KSI). ALL PIPE STEEL SHALL BE ASTM A501 (FY = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (FY = 35 KSI). ALL TUBULAR STEEL SHALL BE ASTM A500 (FY = 46 KSI). 2.ALL BOLTS AND STUDS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE. ALL EXPANSION BOLTS TO HAVE CURRENT ICC REPORT RATING FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE. HEADED STUDS SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST EDITION OF THE "RECOMMENDED PRACTICES FOR STUD WELDING" AND THE "STRUCTURAL WELDING CODE" PUBLISHED BY AWS. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT FACE OF WOOD OR AT SLOTTED HOLES IN STEEL SECTIONS. 3.ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. 4.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. ALL WELDING SHALL USE E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. ALL WELDING PER LATEST AMERICAN WELDING SOCIETY STANDARDS. ALL WELDS ON DRAWINGS ARE SHOWN AS SHOP WELDS. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL FULL PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. 5.STEEL TO STEEL BOLTED CONNECTIONS: HIGH STRENGTH BOLTS SHALL BE ASTM A325N AND SHALL BE INSTALLED AS BEARING-TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (TYPE "N" CONNECTION UNLESS NOTED OTHERWISE). BOLTS MAY BE TIGHTENED USING ANY AISC APPROVED METHOD. 6. DRYPACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. 7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEER REGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BE CONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FOR THE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BE RETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS. STEEL DECKING: 1.PROTECT STEEL DECK FROM CORROSION, DEFORMATION, AND OTHER DAMAGE DURING DELIVERY, STORAGE AND HANDLING. IF GROUND STORAGE IS NEEDED, THE DECK BUNDLES MUST BE STORED OFF THE GROUND, WITH ONE END ELEVATED TO PROVIDE DRAINAGE. BUNDLES MUST BE PROTECTED AGAINST CONDENSATION WITH A VENTILATED WATERPROOF COVERING. BUNDLES MUST BE STACKED SO THERE IS NO DANGER OF TIPPING, SLIDING, ROLLING, SHIFTING OR MATERIAL DAMAGE. BUNDLES MUST BE PERIODICALLY CHECKED FOR TIGHTNESS, AND RETIGHTENED AS NECESSARY. DECK BUNDLES PLACED ON THE BUILDING FRAME MUST BE PLACED NEAR A MAIN SUPPORTING BEAM AT A COLUMN OR WALL. IN NO CASE ARE THE BUNDLES TO BE PLACED ON UNBOLTED FRAMES OR ON UNATTACHED AND/OR UNBRIDGED JOISTS. THE STRUCTURAL FRAME MUST BE PROPERLY BRACED TO RECEIVE THE BUNDLES. 2.EXAMINE SUPPORT FRAMING AND FIELD CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK OF THIS SECTION. ALL OSHA RULES FOR ERECTION MUST BE FOLLOWED. PLACE DECK IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS. LOCATE DECK BUNDLES TO PREVENT OVERLOADING OF SUPPORT MEMBERS. INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO ANSI/SDI RD - 2010 AND IN ACCORDANCE WITH APPROVED INSTALLATION DRAWINGS AND REQUIREMENTS OF THIS SECTION. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION WITH ENDS ALIGNED. ATTACH FIRMLY TO THE SUPPORTS INNEDIATELY AFTER PLACEMENT IN ORDER TO FORM A SAFE WORKING PLATFORM. CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING. TRADES THAT SUBSEQUENTLY CUT UNSCHEDULED OPENINGS THROUGH THE DECK ARE RESPONSIBLE FOR REINFORCING THE OPENINGS. BEFORE PLACEMENT OF ROOF INSULATION AND ROOF COVERING, THE DECK SHALL BE INSPECTED FOR TEARS, DENTS OR OTHER DAMAGE THAT MAY PREVENT THE DECK FROM ACTING AS A STRUCTURAL ROOF BASE. THE NEED FOR REPAIR OF DAMAGED DECK SHALL BE DETERMINED BY THE ENGINEER OF RECORD BASED ON STRUCTURAL PERFORMANCE, UNLESS AESTHETICS HAVE BEEN SPECIFICALLY ADDRESSED IN THE CONTRACT DOCUMENTS. DO NOT USE DECK UNITS AS A WORKING PLATFORM OR STORAGE AREA UNTIL UNITS ARE IN POSITION AND PERMANENTLY ATTACHED TO THE STRUCTURE. CONSTRUCTION LOADS MUST NOT EXCEED LOAD CARRYING CAPACITY OF THE DECK. EXTERIOR CONCRETE SLABS ON GRADE 4500 PSI 0.45 5.5% ± 1% 10 / 2 4 / 2 0 2 2 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T EC T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E RS H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S WI T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T ED 10/22/2022 12:53:41 PM S1.1 SP E C I A L I N S P E C T I O N S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O 10 / 2 4 / 2 0 2 2 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T EC T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E RS H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S WI T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T ED 10/22/2022 12:53:50 PM S1.2 TY P I C A L D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O 10 / 2 4 / 2 0 2 2 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T EC T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E RS H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S WI T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T ED 10/22/2022 12:54:00 PM S1.3 TY P I C A L D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O 10 / 2 4 / 2 0 2 2 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T EC T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E RS H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S WI T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T ED 10/22/2022 12:54:02 PM S1.4 PL A N S C H E D U L E S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O POST (P) SCHEDULE MARK SIZE SPECIES AND GRADE CONNECTION P1 (2) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P2 (3) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P3 (4) 2x6 DOUG FIR NO. 2 SEE TYPICAL DETAIL P4 6x6 DOUG FIR NO. 2 SEE KEYNOTES P5 (2) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL P6 (3) 2x4 DOUG FIR NO. 2 SEE TYPICAL DETAIL P7 6x8 DOUG FIR NO. 1 SEE TYPICAL DETAIL BEAM (B) SCHEDULE MARK SIZE B1 (2) 2x6 OR 4x6 OR (2) 1 3/4x 5 1/2 LVL B3 (2) 2x10 OR 4x10 OR (2) 1 3/4x7 1/4 LVL B4 6x8 B5 (2) 1 3/4x9 1/2 LVL OR 3 1/2x9 1/2 LVL B6 (2) 1 3/4x11 7/8 LVL OR 3 1/2x11 7/8 LVL B7 6 3/4x12 GLB B8 5 1/8x16 1/2 GLB 7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES. 8. NAILS SHALL BE LONG ENOUGH TO EMBED A MIN. 1 3/8" INTO WALL STUDS. 6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. 5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESS NOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2" ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.) 4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1) ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE. 3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE. EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB OR SLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS. 2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM. 1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ON THE PLANS. NOTES: SHEARWALL TYPE SCHEDULE MARK SHEATHING MATERIAL EDGE NAILING FIELD NAILING BOTTOM PLATE ATTACHMENT 5 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 6" O.C. (10d REQUIRED WHERE SHEATHING IS INSTALLED OVER GYPBOARD) 8d COMMON AT 12" O.C. CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 36" O.C. CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 48" O.C. WOOD: 16d STAGGERED AT 6" O.C. 6. 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 4" O.C. (10d REQUIRED WHERE SHEATHING IS INSTALLED OVER GYPBOARD) 8d COMMON AT 12" O.C. CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 24" O.C. CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 32" O.C. WOOD: 16d STAGGERED AT 4" O.C. 7 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL 8d COMMON AT 3" O.C. (10d REQUIRED WHERE SHEATHING IS INSTALLED OVER GYPBOARD) 8d COMMON AT 12" O.C. CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 18" O.C. CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 26" O.C. WOOD: 16d STAGGERED AT 3" O.C. 8 7/16" APA RATED SHEATHING (BLOCKED) ONE SIDE OF WALL . (2) 2x OR 3x STUDS/BLOCKING AT ADJOINING PANEL EDGES. 8d COMMON AT 2" O.C. . STAGGER AT ADJOINING PANEL EDGES. (10d REQUIRED WHERE SHEATHING IS INSTALLED OVER GYPBOARD) 8d COMMON AT 12" O.C. CONCRETE: 1/2" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 8" O.C. CONCRETE: 5/8" Ø A.B. W/ 1/4"x3"x3" PLATE WASHERS AT 14" O.C. WOOD: SDS1/4"x4-1/2" AT 8" O.C. WOOD JOIST (WJ) SCHEDULE MARK WOOD JOIST FACE MOUNT HANGER TOP FLANGE HANGER WJ1 2x8 AT 16" O.C. LU28 N/A WJ2 11 7/8" TJI 210 AT 16" O.C. IUS2.06/11.88 ITS2.06/11.88 WALL (W) SCHEDULE TYPE MATERIAL THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING REMARKS W1 CONCRETE 8" #4 AT 18" O.C. #4 AT 12" O.C. --- FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS REINFORCING REMARKS F36 36" 36" 10" (4) #4 EACH WAY BOTTOM --- F42 42" 42" 10" (5) #4 EACH WAY BOTTOM --- F48 48" 48" 10" (6) #4 EACH WAY BOTTOM --- WF18 CONT 18" 10" (2) #4 CONT BOTTOM STRIP FOOTING WF18A CONT 18" 10" (2) #4 CONT TOP & BOTTOM STRIP FOOTING WF24 CONT 24" 10" (3) #4 CONT BOTTOM STRIP FOOTING HOLDOWN SCHEDULE MARK HOLDOWN SHEARWALL END POST UNO ON PLAN ALTERNATE HOLDOWN ANCHOR BOLT DIA. A SIMPSON HTT4 W/ (18) 0.162x2.5" NAILS (2) 2x STUDS N/A 5/8" B SIMPSON HDU8 (3) 2x STUDS N/A 7/8" C SIMPSON HDU5 (2) 2x STUDS N/A 5/8" 10 / 2 4 / 2 0 2 2 96 ' - 0 " 140'-0" 4'-0" 8'-7"40'-10"6'-7"20'-0"6'-7"40'-10"8'-7" 4'-0" 56'-0"60'-0" 4' - 2 " 19 ' - 1 0 " 14 ' - 1 1 " 9' - 1 " 9' - 1 " 14 ' - 1 1 " 19 ' - 1 0 " 4' - 2 " 4'-1 1/2" 24 ' - 5 1 / 2 " 10 ' - 1 0 1 / 2 " 13 ' - 0 " 12 ' - 4 " 10 ' - 1 0 1 / 2 " 24 ' - 5 1 / 2 " 29'-2"6'-6 1/2"24'-3 1/2"3'-7" 6'-6" 5'-8" 5'-8" 14'-4"23'-10" 14 ' - 3 " 3' - 1 1 3 / 4 " 9' - 2 1 / 4 " 14 ' - 9 " 11 ' - 8 " 14 ' - 9 " 9' - 2 1 / 4 " 3' - 1 1 3 / 4 " 14 ' - 3 " 17 ' - 8 1 / 2 " 4'-0" 8'-7"40'-10"6'-7"20'-0"6'-7"40'-10"8'-7" 4'-0" 60'-0"60'-0" 29'-2"6'-6 1/2"24'-3 1/2" 6'-6" 5'-8" 5'-8" 14'-4"23'-10" 17 ' - 9 1 / 4 " 4' - 2 " 38 ' - 0 " 11 ' - 8 " 16 ' - 6 1 / 4 " 7 ' - 5 " 1 4 ' - 0 3 / 4 " 4 ' - 2 " 96 ' - 0 " 4' - 2 " 19 ' - 1 0 " 14 ' - 1 1 " 9' - 1 " 9' - 1 " 14 ' - 1 1 " 19 ' - 1 0 " 4' - 2 " 4'-1 1/2" 24 ' - 5 1 / 2 " 10 ' - 1 0 1 / 2 " 13 ' - 0 " 12 ' - 4 " 10 ' - 1 0 1 / 2 " 24 ' - 5 1 / 2 " 29'-2"6'-6 1/2"24'-3 1/2"3'-7" 6'-6"5'-8"5'-8"14'-4"23'-10" 14 ' - 3 " 3' - 1 1 3 / 4 " 9' - 2 1 / 4 " 14 ' - 9 " 11 ' - 8 " 14 ' - 9 " 9' - 2 1 / 4 " 3' - 1 1 3 / 4 " 14 ' - 3 " 17 ' - 8 1 / 2 " 29'-2"6'-6 1/2"24'-3 1/2" 6'-6"5'-8"5'-8"14'-4"23'-10" 17 ' - 9 1 / 4 " 4' - 2 " 38 ' - 0 " 11 ' - 8 " 16 ' - 6 1 / 4 " 7 ' - 5 " 1 4 ' - 0 3 / 4 " 4 ' - 2 " 7 7 7 7 8 8 8 888 888888 7 7 8 8 8 8 7 7 7 7 8 8 8 8 7 7 6.6. 6. 6. 6. 6. 5 5 5 5 5 5 5 5 5 5 7 7 6.6. BB BB B B B B A A AA B B B B B B B B B B B B B B B B CCCCCC C C CCCCC C C C C C C C C C C C C C C C C C CC A A AA 5 5 5 5 5 5 5 5 6. 6. 5 5 5 55 5 5 5 CONCRETE SLAB ON GRADE 4" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) WF18 /W1WF18 WF18 WF18 WF18 WF24 WF18AWF18 WF18 WF24 WF18 WF18WF18 WF18 WF18 WF18 WF18 WF18 WF18 WF18 WF18 WF24 WF24 WF24 WF24 WF18 WF18 WF18 WF18 /W1WF18 WF18 /W1/W1/W1 /W1 /W1 /W1 /W1 WF18/W1 /W1 /W1 /W1 /W1 /W1 /W1 /W1 /W1 /W1 /W1 WF18 /W1 WF18 /W1 WF18/W1 WF24 WF18 WF18 WF18 WF24 WF24 /W1 /W1WF24 WF24 WF18 WF18 WF18/W1 WF24 WF18A WF18/W1/W1 WF18 /W1 WF18 /W1 WF18 /W1 WF18 /W1 WF18 /W1 WF18 /W1 WF18/W1 WF18/W1 WF18 /W1 / W1 WF 1 8 WF 2 4 WF 1 8 WF 1 8 WF 1 8 / W1 WF 1 8 / W1 WF 2 4 / W1 WF 1 8 / W1 / W1 WF 2 4 / W1 / W1 WF 1 8 WF 1 8 / W1 /W1WF18 WF18 /W1 WF 1 8 W F 1 8 WF 2 4 WF 2 4 / W1 WF 1 8 / W1 WF 1 8 / W1 WF 1 8 W F 1 8 / W1 WF 2 4 / W1 / W1 WF 2 4 / W1 WF18 /W1 WF18 WF 1 8 / W1 WF 1 8 / W1 / W1 / W1 / W1 WF 2 4 WF 2 4 WF 1 8 WF 1 8 WF 2 4 / W1 WF 1 8 / W1 WF 1 8 / W1 WF 1 8 / W1 WF 2 4 / W1 WF 1 8 / W1 WF 1 8 / W1 WF 1 8 WF 2 4 WF 1 8 WF 1 8 WF 1 8 / W1 WF 1 8 / W1 WF 2 4 / W1 PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME TYPICAL FINISH FLOOR ELEVATION = 100'-0". SEE ARCH FOR LOCATIONS OF SLAB REQUIRED SLOPE CONCRETE SLAB ON GRADE 4" CONCRETE SLAB ON GRADE W/ #3 AT 24" O.C. EACH WAY CENTERED IN SLAB THICKNESS OVER COMPACTED FILL. (SEE GSN) PROVIDE SLAB JOINTS PER TYPICAL DETAIL WITHIN 16 HOURS OF BATCH TIME TYPICAL FINISH FLOOR ELEVATION = 100'-0". SEE ARCH FOR LOCATIONS OF SLAB REQUIRED SLOPE 24 24 24 242424P4P4 P4 P4 2424P4 P4 P4P4 / W1 WF 1 8 WALL STEP WALL STEP WALL STEP WALL STEP WALL STEPWALL STEP WALL STEP WALL STEP WALL STEP WALL STEP WALL STEP WALL STEP WALL STEP WALL STEP / STAIR MANUFACTURER) 6'-9" (VERIFY W/ ARCH / STAIR MANUFACTURER) 6'-9" (VERIFY W/ ARCH WF 1 8 / W1 / W1 WF 1 8 STEP STEP T.O.W. = 99'-4"T.O.W. = 99'-4" S3.0 108 S3.0 108 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 107 S3.0 107 S3.0 107 S3.0 107 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 107 S3.0 107 S3.0 107 S3.0 107 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 WF 2 4 / W1 26 26 26 26 26 2626 26 F48 F48 F48 F48 F42 F42 F42 F42 F36 F36 F36 F36 F36 F36 F36 F36 S3.0 102 S3.0 102 S3.0 102 S3.0 102 S3.0 101 S3.0 101 S3.0 101 S3.0 101 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 106 S3.0 104 S3.0 104 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 103 S3.0 101 S3.0 101 S3.0 102 S3.0 102 S3.0 101 S3.0 101 S3.0 101 S3.0 101 S3.0 102 S3.0 102 S3.0 101 S3.0 101 S3.0 105 S3.0 105 WALL STEP WALL STEP WALL STEP WALL STEP WF 1 8 / W1 S3.0 101 S3.0 101 S3.0 102 S3.0 101 S3.0 101 S3.0 102 WF 2 4 / W1 / W1 WF 2 4 WF 2 4 / W1 WF 2 4 WF 2 4 / W1 / W1 W F 1 8 / W1 10 1/4" 10 1/4" TYP TYP 11 ' - 4 " 3 ' - 2 " 8 ' - 8 1 / 2 " 9 ' - 4 1 / 2 " 3 ' - 2 " 5 1 / 2 " S3.0 109 11 ' - 1 1 / 2 " 3 ' - 2 " 5 1 / 2 " WF 1 8 WF 1 8 WF 1 8 WF 1 8 WF18 WF 1 8 WF 1 8 WF18 WF18 WF18 26 26 26 26 26 26 26 26 26 26 26 2626 26 26 26 TYP TYP TYPTYP TYP TYP TYP TYP TYP TYP TYPTYP TYP TYP TYP TYP TYP 11 ' - 1 1 / 2 " 3 ' - 2 " 5 1 / 2 " 11 ' - 4 " 3 ' - 2 " 8 ' - 8 1 / 2 " 9 ' - 4 1 / 2 " 3 ' - 2 " 5 1 / 2 " 1'-2 3/4" 3'-2" 2'-7 1/4" 11 ' - 2 3 / 4 " 3' - 2 " 4 1 / 4 " 9 1/2" 3'-2" 2'-7" 2'-7" 3'-2" 9 1/2" 11 ' - 2 3 / 4 " 3' - 2 " 4 1 / 4 " 2'-7 1/4" 3'-2" 9 1/4" TYPTYP TYP TYP S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 109 S3.0 103 S3.0 109 S3.0 109 5' - 2 1 / 2 " 5' - 2 1 / 2 " NORTH KEYNOTES 24 ATTACH POST TO CONCRETE SLAB W/ SIMPSON ABU66Z POST BASE USING (1) 5/8" DIA. x 6 1/2" LONG TITEN HD ANCHOR. PROVIDE WATERPROOF MEMBRANE AT END OF POST, PER ARCH 26 DRILL AND EPOXY STRIP FOOTING REINFORCMENT INTO STEM WALL W/ SIMPSON SET-3G EPOXY AND 4" MIN. EMBEDMENT FOUNDATION PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. THE DEPTH OF FOOTING DIMENSION INDICATED IN THE G.S.N. IS A MINIMUM. FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE SOILS REPORT AND OTHER TRADES TO INSURE THAT THESE MINIMUMS ARE SUFFICIENT FOR THE WORK. SEE TYPICAL DETAILS FOR ADDITIONAL REQUIREMENTS. D. W1, W2, ETC. - AS SHOWN ON PLAN INDICATES CONCRETE OR MASONRY WALLS. SEE WALL SCHEDULE FOR ADDITIONAL INFORMATION. E. WF18, WF24, ETC. - AS SHOWN ON PLAN INDICATES A CONTINUOUS WALL FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. F. F36, F48, ETC. - AS SHOWN ON PLAN INDICATES A CONCRETE FOOTING. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. H. TYPICAL TOP OF STEM WALL= 100'-0" I. TYPICAL TOP OF EXTERIOR FOOTING = 96'-0" J. TYPICAL TOP OF INTERIOR FOOTING = 99'-6" K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. L. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. M. FOR SIDEWALK AND LANDING LOCATIONS, SEE ARCHITECTURAL DRAWINGS. SCALE: 3/16" = 1'-0" FOUNDATION PLAN 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D 10/22/2022 12:54:03 PM S2.0 FO U N D A T I O N P L A N MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O 10 / 2 4 / 2 0 2 2 OPEN OPEN WJ1 WJ1 WJ 2 WJ2 WJ2 WJ2 WJ2 WJ 2 WJ1 WJ2 WJ 2 WJ2 WJ2 WJ 2 WJ2 WJ1 WJ1 WJ1WJ1WJ1 WJ 1 WJ 1 WJ 1 WJ 1 P4 P4 P4 P4P4P4 P4P4 P4P4 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P7 P7 P7 P7 P2 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1 P1 P1 P1 P1 HSS12x6x1/4 HSS12x6x1/4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4HSS8x6x1/4 10 10 10 10 10 11 11 11 11 11 11 11 11 11 11 9 9 P4 P4 P4 P4 P4 P4 P4 P4 B4 B4 B3 B1 B6 B3 B1 B3 B3 B1 B3 B1 B3 B3 B3 B3 B6 B3 B3 B3 B3 B1B1 B3 B4 B4 B3B3 B4 B4 B3 B3 B3 B1 B1 B3 B6 B3 B6 B1 B3 B4 B4 B3 B3 B1 B3 B3 B4B3 B1B3B1 B3 B3 B3 B3B3 B3 B3 B3 B3 B3 B1 B3 B1 B3 B4 B3 B3 B3 B1 B3 B4 B4 B1 B3B3B4 B4 B3 B1 B1 B3B6 B3 B3 B1B3B1 B3 B6 B1 B1 B3 B4 B4B3B3 B1 B3 B4 B4 B1 B3 B3 B3 B3B4 B4 B6 B3 B3 B6 P1 P1P1 P1 P1P1 P1P1 P1 P5 P5 P1 P1 P5 P5 7 5 788 7 5 788 7 7 8 8 7788 P1 5 5 5 5 5 5 5 5 P5 P5 P6 P6 P6 P6 P5 P5 P5 P5 P6 P6 P6 P6 P5 P5 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1P1 P1P1P1P1 P1 P1 P1 P1 P5P6P6 P5 P6 P6 P5 P5 P6P6P5P5 P5 P5 P6 P6 WJ 1 WJ 1 B1 B1 5 5 5 55 5 5 5 5 5 5 5 5 5 B1 B1 P5P5 P5P5 P5 P5 P5 P5 7 7 7 7 8 8 8 888 888888 7 7 8 8 8 8 7 7 7 7 8 8 8 8 7 7 6. 6.6. 6. 6. 6. 6. 6. 5 5 5 5 5 5 5 5 5 5 7 7 CS16CS16 CS16 CS16 CS16CS16 CS16 CS16 CS 1 6 CS 1 6 CS 1 6 CS 1 6 AA AA A A A A 6.6. 13 13 13 13 CO N T J O I S T CO N T J O I S T CO N T J O I S T CO N T J O I S T 13 1313 13 14 14 1414 15 15 15 15 A A AA A A A A A A A A A A A A A A A A 5 5 5 5 5 5 5 5 S4.0 204 S4.0 203 S4.0 204 S4.0 201 S4.0 202 S4.0 202 S4.0 201 S4.0 202 S4.1 221 S4.0 212 S4.0 210 S4.0 211 S4.0 211 S4.0 211 S4.0 211 S4.1 221 S4.1 218 S4.1 219 S4.1 219 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 201 S4.0 203 S4.0 203 S4.0 202 S4.0 201 S4.0 204 S4.0 204 S4.0 201 S4.0 203 S4.0 204 S4.0 202 S4.0 211 S4.0 211 S4.0 211 S4.0 211 S4.0 207 S4.0 207 S4.0 207 S4.0 207 S4.0 206 S4.0 206 S4.0 206 S4.0 208 S4.0 213 S4.1 222 S4.0 206 S4.0 206 S4.0 213 S4.0 206 S4.0 206 S4.0 213 S4.1 222 S4.1 222 S4.0 213 S4.1 222 S4.0 206 S4.0 206 S4.0 209 S4.0 204 S4.0 202 S4.0 202 S4.0 201 S4.0 201 S4.0 201 S4.0 201 S4.0 201 S4.0 204 S4.0 204 S4.0 202 S4.0 201 S4.0 206 S4.0 208 S4.0 209 S4.0 206 S4.0 206 S4.0 208 S4.0 208 S4.0 208 S4.0 208 S4.0 208S4.0 208 S4.0 206 S4.0 207 S4.0 206 S4.0 207 S4.0 207 S4.0 206 S4.0 206 S4.0 207 S4.1 220 S4.0 215 S4.0 214 S4.1 220 S4.0 215 S4.0 214 S4.0 210S4.0 216 S4.0 210 S4.0 212 S4.0 210 S4.0 216 S4.1 218 S4.1 217 S4.1 217 S4.0 201 TOP OF CONCRETE OVER STEEL DECK = 110'-2 1/2" 25 2519 1925 25 2525 TYP TYP 22 22 18181818 18 18 18 18 18 1818 18 TYP TYP TYP TYP S5.0 311 S5.0 311 5 5 5 55 5 5 5 21 2121 21 B3 B3 B3 B3 B3 B3 B3 B3 22 22 25 25 25 25 2525 5' - 1 0 " 17'-4" 5'-10 1/2" 6' - 4 1 / 4 " 17'-4"5'-10 1/2" 6' - 4 1 / 4 " B3 B3B3B3 KEYNOTES 5 POCKET BEAM INTO WALL PER TYPICAL DETAIL 7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4 POST CAP 8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED SIMPSON LCE4 POST CAP 9 STEEL STAIRS, USE HSS12x2x3/16 STRINGERS 10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4" TOTAL SLAB THICKNESS) OF NORMAL WEIGHT CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF. ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C. AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18" O.C. 11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD, TYPICAL. 13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/ SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN FLOOR JOIST AS REQUIRED TO RECEIVE STRAP NAILING 14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR (5) BAYS FROM WALL, SEE CORRESPONDING DETAIL 15 SHEARWALL WALL SHEATHING TO BE CONT THROUGH WHERE PERPENDICULAR WALL FRAMES IN 18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM MAIN STRUCTURE 19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL 21 WALL FRAMING: 2x6 STUDS AT 16" O.C. 22 WALL FRAMING: 2x4 STUDS AT 16" O.C. 25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE SCALE: 3/16" = 1'-0" SECOND FLOOR FRAMING PLAN 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D 10/22/2022 12:54:07 PM S2.1 SE C O N D F L O O R F R A M I N G P L A N MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O NORTH FLOOR/ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING PARTY WALLS), SHALL BE 2x4 STUDS AT 12" O.C. UNO. F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS (KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION. I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. 10 / 2 4 / 2 0 2 2 OPEN OPEN WJ1 WJ1 WJ1WJ1 WJ1WJ1 WJ1 WJ1 WJ 2 WJ 1 WJ 1 WJ2 WJ2 WJ 2 WJ2 WJ2 WJ 2 WJ2 WJ2 WJ 2 WJ2 WJ2 WJ 1 WJ 1 10 10 10 10 10 HSS12x6x1/4 HSS12x6x1/4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4 HS S 8 x 6 x 1 / 4 HSS8x6x1/4HSS8x6x1/4 P4 P4 P4 P4 B3 B3 P4 P4 P4P4 P4P4 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P7 P7 P7 P7 P2 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1 P1 P1 P1 P1 11 11 11 11 11 11 11 11 11 11 B4 B1 B3 B1 B3 B6 B1 B3 B3 B3B4 B4 B3 B3 B3 B3 B6 B3 B1B1 B1 B3 B4 B4 B3 B3 B3 B4 B3 B3 B3 B6 B3 B3 B3 B1B1 B3 B4 B4 B4 B3 B4 B1 B6 B3 B1 B3 B3 B1B3B1 B3 B3 B4 B4B3 B1B3B1 B3 B3 B3 B1 B6 B3 B1 B3 B4 B4 B3 B3 B3 B1B1 B3B3B4 B3 B4 B3 B3 B3 B4 B4B3B3 B1 B1B6 B3 B1 B3 B4 B4 B1 B3 B3 B3 B3 B6 B3 B3 B3 B3 B1B3B1 B3 B6 B3 B3 B3 B3 9 9 7 5 5 7588 7 5 5 7 5 88 75 5 7 58 8 7 5 5 7 58 8 P4 P5 P1 P4 P4 P4 P5 P5 P5P5 P5 P5P5 P1 P1P1 P1P1 P1P1 P5 P5 P5 P5 P5 P5 P5 P5 P1 P5 P1 P5 P1 P5 P1 P5 5 5 5 5 P4 P4 P4 P4 B1 B1 B1 B1 5 5 5 5 5 5 6. 6. 6. 6. 8 8 8 888 888888 6. 6. 7 7 7 7 6. 6. 6. 6. 7 7 7 7 6. 6. 6. 6.6. 6. 6. 6. 6. 6. CS16CS16 CS16 CS16 CS16CS16 CS16 CS16 CS 1 6 CS 1 6 CS 1 6 CS 1 6 13 13 13 13 CO N T J O I S T CO N T J O I S T CO N T J O I S T CO N T J O I S T 13 1313 13 14 14 1414 5 5 5 5 5 5 5 5 5 5 5 5 AA AA A A A A 5 5 5 5 5 5 5 5 S4.0 204 S4.0 203 S4.0 204 S4.0 201 S4.0 202 S4.0 202 S4.0 201 S4.0 202 S4.1 221 S4.0 212 S4.0 210 S4.0 211 S4.0 211 S4.0 211 S4.0 211 18 18 18 18 18181818 18 18 18 18 22 22 TOP OF CONCRETE OVER STEEL DECK = 120'-5 1/2" S4.1 221 S4.1 218S4.1 219 S4.1 219 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 202 S4.0 201 S4.0 203 S4.0 203 S4.0 202 S4.0 201 S4.0 204 S4.0 204 S4.0 201 S4.0 203 S4.0 204 S4.0 202 S4.0 211 S4.0 211 S4.0 211 S4.0 211 21 21 2121 S4.0 207 S4.0 207 S4.0 207 S4.0 207 S4.0 205 S4.0 205 S4.0 205 S4.0 208 S4.0 213S4.1 222 S4.0 205 S4.0 205 S4.0 213 S4.0 205 S4.0 205 S4.0 213 S4.1 222 S4.1 222 S4.0 213 S4.1 222 S4.0 205 S4.0 205 S4.0 209 S4.0 204 S4.0 202 S4.0 202 S4.0 201 S4.0 201 S4.0 201 S4.0 201 S4.0 201 S4.0 204 S4.0 204 S4.0 202 S4.0 201 S4.0 205 S4.0 208 S4.0 209 S4.0 205 S4.0 205 S4.0 208 S4.0 208 S4.0 208 S4.0 208 S4.0 208S4.0 208 S4.0 205 S4.0 207 S4.0 205 S4.0 207 S4.0 207 S4.0 205 S4.0 205 S4.0 207 TYP TYP TYP TYP S4.1 220 S4.0 215 S4.0 214 S4.1 220 S4.0 215 S4.0 214 TYP TYP S4.0 210S4.0 216 S4.0 210 S4.0 212 S4.0 210 S4.0 216 S4.1 218 S4.1 217 S4.1 217 S4.0 201 25 2519 1925 25 2525 TYP TYP B3 B3 B3 B3 B3B3B3B3 B3 B3 B3 B3 22 22 25 25 25 25 2525 5' - 1 0 " 17'-4" 5'-10 1/2" 6' - 4 1 / 4 " 17'-4"5'-10 1/2" 6' - 4 1 / 4 " KEYNOTES 5 POCKET BEAM INTO WALL PER TYPICAL DETAIL 7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4 POST CAP 8 ATTACH POST FROM ABOVE TO BEAMS W/ INVERTED SIMPSON LCE4 POST CAP 9 STEEL STAIRS, USE HSS12x2x3/16 STRINGERS 10 20 GAGE B-36 FORMLOK COMPOSITE DECK W/ 2 1/2" (4" TOTAL SLAB THICKNESS) OF NORMAL WEIGHT CONCRETE. REINFORCE SLAB W/ 6x6-W1.4xW1.4 WWF. ATTACH DECK W/ 0.157" DIA (MIN) SHOT PINS AT 6" O.C. AT ALL BOUNDARIES. BUTTON PUNCH SIDE LAP AT 18" O.C. 11 3/4" APA RATED FLOOR SHEATHING W/ 10d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD, TYPICAL. 13 STRAP CONT FLOOR JOIST TO DBL TOP PLATE W/ SIMPSON HTS24 STRAP. PROVIDE WEB STIFFENER IN FLOOR JOIST AS REQUIRED TO RECEIVE STRAP NAILING 14 PROVIDE JOIST BLOCKING W/ CONT CS16 STRAP FOR (5) BAYS FROM WALL, SEE CORRESPONDING DETAIL 18 SLOPE DECK FRAMING AT 1/8" PER FOOT AWAY FROM MAIN STRUCTURE 19 POCKET STEEL BEAM INTO WALL PER TYPICAL DETAIL 21 WALL FRAMING: 2x6 STUDS AT 16" O.C. 22 WALL FRAMING: 2x4 STUDS AT 16" O.C. 25 CAP OPEN END OF HSS BEAM W/ 1/4" THICK END PLATE FLOOR FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL EXTERIOR WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. E. TYPICAL INTERIOR BEARING WALL FRAMING (INCLUDING PARTY WALLS), SHALL BE 2x4 STUDS AT 16" O.C. UNO. F. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS (KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. G. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. H. WJ1, WJ2, ETC. - AS SHOWN ON PLAN INDICATES A WOOD JOIST. SEE WOOD JOIST SCHEDULE FOR ADDITIONAL INFORMATION. I. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. J. CS16, CS18, ETC. - AS SHOWN AT WALL OPENINGS, PROVIDE STRAPPING PER "TYPICAL STRAP AT OPENING" DETAIL. K. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. L. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. M. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. SCALE: 3/16" = 1'-0" THIRD FLOOR FRAMING PLAN 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D 10/22/2022 12:54:11 PM S2.2 TH I R D F L O O R F R A M I N G P L A N MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O NORTH 10 / 2 4 / 2 0 2 2 P4 P4 P4P4 P4P4P4P4 B4 B4 B3 B3 B4 B4 B3B3 B3 B3 B6B4 B5 B6 B3 B3 B3 B3 B3 B3 B5 B5 B3 B3 B3 B3 B3 B3 B6 B6 B3 B3 B3 B3B3 B3 B5 P4 P4B4B4 B4 B4 P4P4B4B4 B4 B4 P4P4 B4B4 B4 B4 B4 B4B4 5 5 5 5 5 5 5 5 7 5 5 7 4 7 5 5 7 4 7557 4 7557 4 P1 P1 P1 P1 P1 OVERBUILT FRAMING PER TYPICAL DETAIL OVERBUILT FRAMING PER TYPICAL DETAIL OVERBUILT FRAMING PER TYPICAL DETAILOVERBUILT FRAMING PER TYPICAL DETAIL P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P3 P3 P2 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1 P1 P1 P1 P1 GT GT P3 P3 S5.0 312 S5.0 312 S5.0 312 S5.0 312 S5.0 301 S5.0 303 S5.0 304 S5.0 304 S5.0 303 S5.0 301 S5.0 301 S5.0 303 S5.0 304 S5.0 304 S5.0 303 S5.0 301 6 6 PR E F A B W O O D T R U S S A T 2 4 " O . C . PR E F A B W O O D T R U S S A T 2 4 " O . C . S5.0 308 S5.0 312 S5.0 312 S5.0 308 S5.0 308 S5.0 312S5.0 312 S5.0 308 5 5 5 5 PONY WALL, TYP PONY WALL, TYP PONY WALL, TYP PONY WALL, TYP AT 24" O.C. PREFAB WOOD TRUSS AT 24" O.C. PREFAB WOOD TRUSS 7 7 7 777 777777 D=8200# D=8200# D=8200# D=8200# D= 1 5 0 0 # D= 1 5 0 0 # 5 5 7 7 7 7 5 5 5 5 7 7 7 7 5 5 5 55 5 5 5 5 5 12 12 12 12 S5.0 301 S5.0 309 S5.0 310 S5.0 309 S5.0 301 S5.0 301 S5.0 309 S5.0 310 S5.0 309 S5.0 301 S5.0 306 S5.0 306 S5.0 306 S5.0 306 5 5 5 5 5 5 5 5 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 307 S5.0 301 S5.0 301 S5.0 301 S5.0 301 20 20 20 20 20 20 20 20 22 22 TYP TYP 23 23 23 23 23 23 23 23TYP TYP TYP TYP TYP TYP TYP TYP B3B3 B3 B3 B3 B3 B3 B3 B3 B3 2222 B3 5 B3 5 B7 B7 S5.0 305 S5.0 305 27 27 27 27 B8 S5.0 313 TYP B8 PREFAB WOOD TRUSS AT 24" O.C. 3 3 3 3 S5.0 302 S5.0 302 S5.0 302 S5.0 302 30 PSF 5'-6" 0 PSF 30 PSF 5'-6" 0 PSF28 28 KEYNOTES 3 POCKET BEAM INTO WALL PER TYPICAL DETAIL AND STRAP BEAM TO DOUBLE TOP PLATE W/ SIMPSON MSTC40 STRAP 4 SIMPSON HUC68 HANGER 5 POCKET BEAM INTO WALL PER TYPICAL DETAIL 6 15/32" APA RATED ROOF SHEATHING W/ 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES / BOUNDARY AND AT 12" O.C. IN THE FIELD. PROVIDE SIMPSON PSCL H-CLIP AT ALL UNSUPPORTED PANEL EDGES 7 MITER BEAMS AND ATTACH TO POST W/ SIMPSON LCE4 POST CAP 12 ATTACH GIRDER TRUSS TO DBL TOP PLATE W/ SIMPSON HTS24 STRAP 20 ALONG THIS WALL: IF ROOF TRUSS DOES NOT ALIGN DIRECTLY W/ A WALL STUD, ALIGN AN ADDITIONAL STUD BELOW EACH TRUSS 22 WALL FRAMING: 2x4 STUDS AT 16" O.C. 23 BRACE TOPS OF NON-BEARING WALLS PER TYPCAL "WOOD TRUSS AT NON-BEARING WALL" DETAIL 27 SIMPSON HGUS6.88/10 HANGER 28 TRUSS MANUFACTURER TO DESIGN ROOF TRUSSES FOR ADDITIONAL SNOW DRIFT LOAD FOR LENGTH AND MAGNITUDE SHOWN, SEE TYPICAL DETAIL ROOF FRAMING PLAN NOTES A. VERIFY ALL DIMENSIONS WITH ALL ARCHITECTURAL DRAWINGS. B. ALL SCHEDULED MARK DESIGNATIONS MAY NOT NECESSARILY BE FOUND ON THIS PLAN. SCHEDULES ARE TYPICAL TO THIS PROJECT. C. IF DOUBLE TOP PLATE IS NOTCHED, STEPPED OR BROKEN, PROVIDE A SIMPSON MSTC40 STRAP AT DISCONTINUITY. D. TYPICAL BEARING WALL FRAMING SHALL BE 2x6 STUDS AT 16" O.C. UNO. WHERE ROOF TRUSSES OR JOISTS SPANS EXCEED 50'-0" ALIGN ADDITIONAL STUD BELOW ROOF FRAMING MEMBER. E. PROVIDE (1) TRIMMER STUDS (TS) AND (1) KING STUDS (KS) AT ALL OPENINGS, UNO. FOR ATTACHMENT, SEE "TYPICAL HEADER CONNECTION" DETAIL. F. B1, B2, ETC. - AS SHOWN ON PLAN INDICATES A BEAM OR HEADER. SEE BEAM SCHEDULE FOR ADDITIONAL INFORMATION. G. P1, P2, ETC. AS SHOWN ON PLAN INDICATES A WOOD POST. SEE POST SCHEDULE FOR MORE INFORMATION. H. TIE EACH ROOF TRUSS AT BEARING LOCATIONS WITH (1) H2.5A OR (1) H1 CLIP, AND EACH GIRDER TRUSS WITH (2) H2.5A CLIPS, UNO. I. "D=" INDICATES DRAG LOAD (ASD) THAT TRUSS MANUFACTURER IS TO DESIGN TRUSS FOR IN BOTH TENSION AND COMPRESSION. J. TIE EACH ROOF JOIST AT BEARING LOCATIONS WITH (1) H2.5A CLIP, UNO. K. PROVIDE BUILT-UP 2x POSTS BELOW EACH GIRDER TRUSS, MATCH GIRDER TRUSS WIDTH, U.N.O. L. OVERBUILD PONY WALLS (MAX 5'-6" SPACING FOR 2x6 OVERBUILD FRAMING AT 24" O.C. W/ SIMPSON LUS26 HANGER) PER "TYPICAL OVERBUILD" DETAIL. M. PROVIDE CONTINUOUS BEARING FOR ALL POSTS AND BUILT-UP STUDS TO THE FOUNDATION PER TYPICAL "SOLID BLOCKING BETWEEN FLOORS" DETAIL. N. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING CONDITION. O. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED WITH TYPE "5" SHEARWALLS, UNO. SCALE: 3/16" = 1'-0" ROOF FRAMING PLAN 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T E C T E D B Y C OP Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E R S H I P A N D C O N TR OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S W I T H OU T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T E D 10/22/2022 12:54:13 PM S2.3 RO O F F R A M I N G P L A N MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O NORTH 10 / 2 4 / 2 0 2 2 KEYNOTES: NOTES: 3" CLR 3" CL R 10 7 9 6 8 1 2 5 11 3 8"MI N 1. WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5. CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8. SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 9. EDGE NAILING, SEE SHEARWALL SCHEDULE 10.WALL SHEATHING AS OCCURS, SEE PLAN 11. RIGID INSULATION, SEE ARCH 12.AS OCCURS, PROVIDE DBL BOTTOM PLATE FOR WALLS DESIGNATED AS TYPE "8" SHEARWALLS, SEE PLAN 13.2x6 BLOCK OUT IN TOP OF CONCRETE WALL A.ALL WOOD WITHIN 8" OF FINISH GRADE SHALL BE PRESERVATIVE TREATED LUMBER (INCLUDING SHEATHING) AND BE WATERPROOFED PER ARCHITECTURAL REQUIREMENTS, SEE ARCH DRAWINGS 4 12 13 KEYNOTES: 3" CLR 3" CL R 1 7 6 1 5 4 3 2 1. SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 2. #4 BENT DOWEL AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7. MINIMUM FOOTING DEPTH, SEE GSN 18" 18" KEYNOTES: NOTES: 3" CLR 3" CL R 10 7 9 6 3 1 2 5 11 3 1.WOOD STUD WALL, SEE PLAN 2. CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3. CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6. COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.GYPBOARD, SEE ARCH 9. EDGE NAILING, SEE SHEARWALL SCHEDULE 10.WALL SHEATHING AS OCCURS, SEE PLAN 11. RIGID INSULATION, SEE ARCH 12.2x6 BLOCK OUT IN TOP OF CONCRETE WALL A. ALL WOOD WITHIN 8" OF FINISH GRADE SHALL BE PRESERVATIVE TREATED LUMBER (INCLUDING SHEATHING) AND BE WATERPROOFED PER ARCHITECTURAL REQUIREMENTS, SEE ARCH DRAWINGS 4 8 8"MI N 12 NOTES: KEYNOTES: 3 SIDES1/4 A.PROTECT EXPOSED STEEL, SEE ARCHITECTURAL 3" CLR 3" CL R 6 5 4 3 2 1. STAIR STRINGER, SEE PLAN 2.#4 BENT DOWEL AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5. CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.1/4" THICK END CAP 9.L3x3x 1/4 x 3" LONG W/ (1)3/4"∅ x 6" LONG HILTI KWIK TZ BOLT 18" 18" 8 9 1 7 KEYNOTES: NOTES: 3" CLR 3" CL R 9 7 8 6 1 2 5 4 3 1. WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ ANCHOR BOLTS PER SHEARWALL SCHEDULE 3.SIDEWALK, PAVEMENT, OR FINISH GRADE PER ARCH 4.CONCRETE WALL, SEE PLAN 5.CONCRETE FOOTING, SEE PLAN 6. COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 7.MINIMUM FOOTING DEPTH, SEE GSN 8.EDGE NAILING, SEE SHEARWALL SCHEDULE 9.WALL SHEATHING AS OCCURS, SEE PLAN A.ALL WOOD WITHIN 8" OF FINISH GRADE SHALL BE PRESERVATIVE TREATED LUMBER (INCLUDING SHEATHING) AND BE WATERPROOFED PER ARCHITECTURAL REQUIREMENTS, SEE ARCH DRAWINGS 2 1 9 8 3 KEYNOTES: 3" CLR 3" CL R 1.WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/ O.145" DIA MIN SHOT PIN AT 32" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 1 3 2 4 5 KEYNOTES: 3" CLR 3" CL R 1.WOOD STUD WALL, SEE PLAN 2. CONT 2x PT SOLE PLATE W/ O.145" DIA MIN SHOT PIN AT 32" O.C. 3. CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6. VERIFY AIR GAP W/ ARCH 1 2 4 3 1 2 5 6 KEYNOTES: 3" CLR 3" CL R 1. WOOD STUD WALL, SEE PLAN 2.CONT 2x PT SOLE PLATE W/5/8" DIA x 6 1/2" TITEN HD ANCHORS AT 24" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4. CONCRETE FOOTING, SEE PLAN 5.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 6.EDGE NAILING, SEE SHEARWALL SCHEDULE 7.WALL SHEATHING AS OCCURS, SEE PLAN 8.CONT 2x PT SOLE PLATE W/ 0.145" DIA MIN SHOT PIN AT 32" O.C. 9.VERIFY AIR GAP W/ ARCH 3 7 6 2 1 8 1 4 5 9 KEYNOTES: 3" CLR 3" CL R 1 6 3 5 4 3 2 1. MINIMUM FOOTING DEPTH, SEE GSN 2.#4 BENT DOWEL AT 18" O.C. 3.CONCRETE SLAB ON GRADE, SEE PLAN 4.CONCRETE WALL, SEE PLAN 5. CONCRETE FOOTING, SEE PLAN 6.COMPACTED SUB-GRADE BELOW FOOTING, SEE PLAN 18" 18" 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T E C T E D B Y C OP Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E R S H I P A N D C O N TR OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S W I T H OU T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T E D 10/22/2022 12:54:13 PM S3.0 FO U N D A T I O N D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O SCALE: NTS101WOOD STUD WALL AT FOUNDATION SCALE: NTS102CONCRETE SLAB AT FOUNDATION SCALE: NTS103WOOD STUD WALL AT FOUNDATION SCALE: NTS104STEEL STAIR STRINGER AT FOUNDATION SCALE: NTS105WOOD STUD WALL AT FOUNDATION SCALE: NTS106WOOD STUD WALL AT FOUNDATION SCALE: NTS107WOOD STUD WALL AT FOUNDATION SCALE: NTS108WOOD STUD WALL AT FOUNDATION SCALE: NTS109CONCRETE SLAB AT FOUNDATION 10 / 2 4 / 2 0 2 2 KEYNOTES: NOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. CONT RIM BOARD 7.BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9.FLOOR SHEATHING, SEE PLAN 10.GYPCRETE (11/2" MAX THICKNESS), SEE ARCH 1 2 3 55 4 7 6 3 8 9 10 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 5 KEYNOTES: NOTES: 1.WOOD JOIST, SEE PLAN 2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2) 16d NAILS 3. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT RIM BOARD 8. BOUNDARY NAILING, SEE PLAN 9.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10.(4) 10d NAILS INTO EACH BLOCK 11.FLOOR SHEATHING, SEE PLAN 12.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 1 3 4 66 5 8 7 4 9 11 2 10 12 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 6 KEYNOTES: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WOOD JOIST BLOCKING W/ (4) 16d NAILS BETWEEN EACH JOIST TO DBL TOP PLATE 5.FLOOR SHEATHING, SEE PLAN 6. BOUNDARY NAILING, SEE PLAN 7.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 1 3 2 4 576 KEYNOTES: 1.WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.JOIST BLOCKING W/ (4) 16d NAILS BETWEEN EACH JOIST TO DBL TOP PLATE 5.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 6. FLOOR SHEATHING, SEE PLAN 7.BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE 1 3 2 4 6 3 8 5 7 KEYNOTES: 1. FLOOR SHEATHING, SEE PLAN 2.BOUNDARY NAILING, SEE PLAN 3.WOOD JOIST W/ HANGER, SEE PLAN 4. WOOD BEAM, SEE PLAN 5.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 3 4 21 3 5 KEYNOTES: 1. WOOD STUD WALL, SEE PLAN 2. VERIFY AIR GAP W/ ARCH 3.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 4. CONT DBL 2x BOTTOM PLATE W/ 16d NAILS AT 6" O.C. 5. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 6. WOOD JOIST, SEE PLAN 7.CONT RIM BOARD W/ 16d TOE NAILS AT 8" O.C. 8.WOOD JOIST BLOCKING W/ (2) 16d NAILS AT 16" O.C. 9.(4) 10d NAILS INTO EACH BLOCK 10.FLOOR SHEATHING, SEE PLAN 11. BOUNDARY NAILING, SEE PLAN 12.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 4 9 1 8 4 1 10 5 1 126 10 7 7 1111 33 5 1 2 KEYNOTES: NOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4. WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.WOOD JOIST W/ HANGER, SEE PLAN 7.WATERPROOFING, SEE ARCH 8. BOUNDARY NAILING, SEE PLAN 9. CONT 2x DBL BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10. CONT RIM BOARD 11. FLOOR SHEATHING, SEE PLAN 12.CONT 2x8 LEDGER W/ (2) SDWS22500DB SCREWS AT 16" O.C. 13.WOOD BEAM, SEE PLAN 14.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 1 2 3 5 4 8 6 3 9 11 10 5 5 12 8 11 7 8 13 14 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST B.SLOPE DECK JOISTS AWAY FROM BUILDING AT 1/8" PER FOOT KEYNOTES: NOTES: 1. WOOD JOIST, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6. WOOD JOIST W/ HANGER, SEE PLAN 7.WATERPROOFING, SEE ARCH 8.BOUNDARY NAILING, SEE PLAN 9. CONT 2x DBL BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10.CONT RIM BOARD 11. FLOOR SHEATHING, SEE PLAN 12.CONT 2x8 LEDGER W/ (2) SDWS22500DB SCREWS AT 16" O.C. 13. WOOD BEAM, SEE PLAN 14.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 15. (4) 10d NAILS INTO EACH BLOCK 16.WOOD JOIST BLOCKING AT 16" O.C. W/ (2) 16d NAILS1 2 3 5 4 8 6 3 9 11 10 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST B.SLOPE DECK JOISTS AWAY FROM BUILDING AT 1/8" PER FOOT 5 5 12 8 11 7 8 13 14 15 16 KEYNOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6. CONT RIM BOARD W/ A35 CLIP AT 16" O.C. 7.FLOOR SHEATHING, SEE PLAN 8.BOUNDARY NAILING, SEE PLAN 9. CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 11.CONT RIM BOARD W/ 16d TOENAILS AT 8" O.C. 12.VERIFY AIR GAP W/ ARCH 1 5 6 4 7 8 4 3 9 3 5 1 11 10 3 22 3 9 8 12 KEYNOTES: NOTES: 1. WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3.WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6. CONT RIM BOARD 7.BOUNDARY NAILING, SEE PLAN 8.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 9.FLOOR SHEATHING, SEE PLAN 10.GYPCRETE (11/2" MAX THICKNESS), SEE ARCH 11.GYPBOARD, SEE ARCH 1 2 3 55 4 7 6 3 8 9 10 A. NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 5 11 KEYNOTES: NOTES: 1.WOOD JOIST W/ (2) 16d NAILS, SEE PLAN 2.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS) 3.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4. WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6.EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2" LONG SDS SCREWS AT 8" O.C. 8.CONCRETE OVER STEEL DECK, SEE PLAN 9.FLOOR SHEATHING, SEE PLAN 10.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 11.BOUNDARY NAILING, SEE PLAN 12. CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 13. GYPBOARD, SEE ARCH 14. BOUNDARY ATTACHMENT, SEE PLAN 15.PROVIDE WATERPROOF BARRIER BETWEEN CONCRETE AND WOOD FRAMING, PER ARCH3 4 6 5 11 2 4 12 9 1 87 10 11 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 6 6 3_4" 14 15 13 112" KEYNOTES: NOTES: 1. WOOD JOIST, SEE PLAN 2.WOOD JOIST BLOCKING W/ (2) 16d NAILS AT 16" O.C. 3.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL, SEE PLAN 5. WALL SHEATHING AS OCCURS, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT L4x4x 1/4 W/ (2)1/4" DIA x 3 1/2" LONG SDS SCREWS AT 8" O.C. 8. CONCRETE OVER STEEL DECK, SEE PLAN 9. FLOOR SHEATHING, SEE PLAN 10.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 11. BOUNDARY NAILING, SEE PLAN 12.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 13.CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 11/4" RIM BOARDS) 14. (4) 10d NAILS INTO EACH BLOCK 15.GYPBOARD, SEE ARCH 16.BOUNDARY ATTACHMENT, SEE PLAN 17. PROVIDE WATERPROOF BARRIER BETWEEN CONCRETE AND WOOD FRAMING, PER ARCH 1 3 4 11 13 4 12 2 14 10 11 9 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST 6 5 87 6 6 3_4" 16 17 15 112" KEYNOTES: 1. WOOD STUD WALL, SEE PLAN 2. VERIFY AIR GAP W/ ARCH 3.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 4.CONT DBL 2x BOTTOM PLATE W/ 16d NAILS AT 6" O.C. 5. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 6.WOOD JOIST, SEE PLAN 7.CONT RIM BOARD W/ 16d TOE NAILS AT 8" O.C. 8.WOOD JOIST BLOCKING W/ (2) 16d NAILS AT 16" O.C. 9.(4) 10d NAILS INTO EACH BLOCK 10.FLOOR SHEATHING, SEE PLAN 11. BOUNDARY NAILING, SEE PLAN 12.EDGE NAILING, SEE SHEARWALL SCHEDULE 13. PROVIDE WATERPROOF BARRIER BETWEEN CONCRETE AND WOOD FRAMING, PER ARCH 14.BOUNDARY ATTACHMENT, SEE PLAN 15.CONCRETE OVER STEEL DECK, SEE PLAN 16. CONT L4x4x1/4 W/ (2) 1/4" DIA x 3 1/2" LONG SDS SCREWS AT 8" O.C. 17. CONT 2 1/2" THICK (MIN) RIM BOARD (SOLID OR BUILT-UP W/ (2) 1 1/4" RIM BOARDS) W/ A35 CLIP AT 16" O.C. 18. GYPBOARD, SEE ARCH 19.WALL SHEATHING AS OCCURS, SEE PLAN 4 9 1 8 4 5 1 6 10 7 17 1111 3 5 1 2 1 1516 3_4" 1212 12 14 13 18 19 112" KEYNOTES: 1.BOUNDARY ATTACHMENT, SEE PLAN 2. CONCRETE OVER STEEL DECK, SEE PLAN 3.STEEL BEAM, SEE PLAN 11 2 3 2 KEYNOTES: 1/4 3-12 1/4 3-12 1/4 EA SIDE STRINGER-TO-BEAM 1 3 2 6 5 4 1. BOUNDARY ATTACHMENT, SEE PLAN 2.CONCRETE OVER STEEL DECK, SEE PLAN 3.STEEL BEAM, SEE PLAN 4. CONT L4x4x1/4 5.NOSING STEEL, SEE ARCH 6.STAIR STRINGER BEYOND, SEE PLAN KEYNOTES: 1/4 3-12 1/4 3-12 1 3 2 4 1. BOUNDARY ATTACHMENT, SEE PLAN 2. CONCRETE OVER STEEL DECK, SEE PLAN 3.STEEL BEAM, SEE PLAN 4.CONT L4x4x1/4 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T E C T E D B Y C OP Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E R S H I P A N D C O N TR OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S W I T H OU T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T E D 10/22/2022 12:54:14 PM S4.0 FL O O R F R A M I N G D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O SCALE: NTS201WOOD JOIST AT WOOD STUD WALL SCALE: NTS202WOOD JOIST AT WOOD STUD WALL SCALE: NTS205WOOD JOIST AT WOOD STUD WALL SCALE: NTS206WOOD JOIST AT WOOD STUD WALL SCALE: NTS207WOOD JOIST AT WOOD BEAM SCALE: NTS208WOOD JOIST AT WOOD STUD WALL SCALE: NTS203WOOD JOIST AT WOOD STUD WALL SCALE: NTS204WOOD JOIST AT WOOD STUD WALL SCALE: NTS209WOOD JOIST AT WOOD STUD WALL SCALE: NTS212WOOD JOIST AT WOOD STUD WALL SCALE: NTS210WOOD JOIST AT WOOD STUD WALL SCALE: NTS211WOOD JOIST AT WOOD STUD WALL SCALE: NTS213WOOD JOIST AT WOOD STUD WALL SCALE: NTS214STEEL DECK AT STEEL BEAM SCALE: NTS215STEEL DECK AT STEEL BEAM SCALE: NTS216STEEL DECK AT STEEL BEAM 10 / 2 4 / 2 0 2 2 KEYNOTES: 1/4 3-12 1/4 3-12 1 3 2 4 1.BOUNDARY ATTACHMENT, SEE PLAN 2. CONCRETE OVER STEEL DECK, SEE PLAN 3.STEEL BEAM, SEE PLAN 4.CONT L4x4x1/4 KEYNOTES: 3/16 4 - 12 4 - 123/16 1 3 2 1. STEEL BEAM, SEE PLAN 2. CONCRETE OVER STEEL DECK, SEE PLAN 3.CONT L3x3x 1/4 4.BOUNDARY ATTACHMENT, SEE PLAN 5.RAILING, SEE ARCH 5 4 KEYNOTES: 3/16 4 - 12 4 - 123/16 3/16 TYP 1 3 2 1. STEEL BEAM, SEE PLAN 2. CONCRETE OVER STEEL DECK, SEE PLAN 3.CONT L3x3x 1/4 4.BOUNDARY ATTACHMENT, SEE PLAN 5. RAILING, SEE ARCH 6.HSS6x4x 3/16 (FLATWISE) 5 4 6 KEYNOTES: 1/4 1 1.STEEL BEAM, SEE PLAN 1 PLAN A A KEYNOTES: NOTES: 1/4 1.STEEL BEAM, SEE PLAN 2.HSS6x4x 3/16 (FLATWISE) SEE DETAIL 219 3. STEEL BEAM BEYOND, SEE PLAN A.SEE CORRESPONDING DETAILS FOR ADDITIONAL INFORMATION 1 1 1 2 3 KEYNOTES: NOTES: 4 1.GYPCRETE (1 1/2" MAX THICKNESS), SEE ARCH 2. CONT STRAP ACROSS TOPS OF BLOCKS AND ONTO RIM BOARD, SEE PLAN. FILL EVERY HOLE W/ 10d NAILS 3. CONT DBL RIM BOARD, SEE CORRESPONDING DETAIL 4.(3) A35 CLIPS CONNECTING RIM BOARD TO DBL TOP PLATE 5.WOOD STUD WALL, SEE PLAN 6.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 7.WOOD JOIST BLOCKING FOR AMOUNT OF BAYS SHOWN ON PLANS. ALIGN BLOCKING SO IT BUTTS INTO END OF DBL RIM BOARD 8. WOOD JOIST, SEE PLAN A. NOT ALL FRAMING SHOWN FOR CLARITY, SEE CORRESPONDING DETAILS 1'-4" MIN21 3 8 7 666 55 5 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T E C T E D B Y C OP Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E R S H I P A N D C O N TR OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S W I T H OU T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T E D 10/22/2022 12:54:14 PM S4.1 FL O O R F R A M I N G D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O SCALE: NTS217STEEL DECK AT STEEL BEAM SCALE: NTS218STEEL DECK AT STEEL BEAM SCALE: NTS219STEEL DECK AT STEEL BEAM SCALE: NTS220STEEL BEAM AT STEEL BEAM SCALE: NTS221STEEL BEAM AT STEEL BEAM SCALE: NTS222BLOCKING AND STRAPPING AT FLOOR JOISTS 10 / 2 4 / 2 0 2 2 KEYNOTES: NOTES: 1.WOOD TRUSS W/ CLIP, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL-HEIGHT TRUSS BLOCKING BETWEEN EACH TRUSS 7.ROOF SHEATHING, SEE PLAN 8. BOUNDARY NAILING, SEE PLAN 1 2 3 55 4 7 8 6 A.NO WALL SHEATHING SPLICE BETWEEN BLOCKING AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH BLOCK B.COORDINATE ROOF VENTILATION C. FASCIA PER ARCHITECTURAL DETAILS KEYNOTES: NOTES: 1.WOOD TRUSS W/ CLIP, SEE PLAN 2. WOOD BEAM, SEE PLAN 3.BOUNDARY NAILING, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6.FULL-HEIGHT TRUSS BLOCKING BETWEEN EACH TRUSS 7.ROOF SHEATHING, SEE PLAN 1 2 55 4 7 3 6 A.NO WALL SHEATHING SPLICE BETWEEN BLOCKING AND BEAM, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH BLOCK B.COORDINATE ROOF VENTILATION C. FASCIA PER ARCHITECTURAL DETAILS 5 KEYNOTES: NOTES: 1.WOOD TRUSS, SEE PLAN 2. 2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3.WOOD TRUSS W/ HGA10 CLIP AT 36" O.C. 4. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 5.WOOD STUD WALL, SEE PLAN 6.WALL SHEATHING AS OCCURS, SEE PLAN 7. (3) 16d NAILS AT 16" O.C. 8.2x6 LADDER FRAMING AT 16" O.C. 9.BOUNDARY NAILING, SEE PLAN 10. ROOF SHEATHING, SEE PLAN 11. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS BAY MINIMUM 12. EDGE NAILING, SEE SHEARWALL SCHEDULE 13.(3) 8d NAILS AT EACH BLOCK 14. NO SHEATHING SPLICE TO OCCUR IN THIS AREA 15. WOOD JOIST W/ HANGER, SEE PLAN 16.2x BLOCKING W/ (3) 16d NAILS BETWEEN EACH TRUSS 17.WOOD TRUSS W/ HANGER, SEE PLAN 18.WOOD GIRDER TRUSS, SEE PLAN 9 18 2 3 4 5 6 7 8 10 7 2'-0" MAX 913 11 A.COORDINATE ROOF VENTILATION B.FASCIA PER ARCHITECTURAL DETAILS 12 14 7 9 9 10 17 16 15 1 KEYNOTES: NOTES: 1. WOOD TRUSS, SEE PLAN 2.2x4 x 4'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C. 4.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 5.WOOD STUD WALL, SEE PLAN 6. WALL SHEATHING AS OCCURS, SEE PLAN 7.(3) 16d NAILS AT 16" O.C. 8.2x6 LADDER FRAMING AT 16" O.C. 9. BOUNDARY NAILING, SEE PLAN 10. ROOF SHEATHING, SEE PLAN 11.2x6 BLOCKING AT 32" O.C., FIRST TRUSS BAY MINIMUM 12. EDGE NAILING, SEE SHEARWALL SCHEDULE 13. (3) 8d NAILS AT EACH BLOCK 14.NO SHEATHING SPLICE TO OCCUR IN THIS AREA 15.WOOD JOIST W/ HANGER, SEE PLAN 16.2x BLOCKING W/ (3) 16d NAILS BETWEEN EACH TRUSS 17.WOOD TRUSS W/ CLIP, SEE PLAN 18. WOOD GIRDER TRUSS, SEE PLAN 19. WOOD BEAM, SEE PLAN 9 18 2 3 4 5 6 7 8 10 7 2'-0" MAX 913 11 A.COORDINATE ROOF VENTILATION B. FASCIA PER ARCHITECTURAL DETAILS 12 14 7 9 9 10 17 16 15 1 12 19 6 KEYNOTES: NOTES: 1 4 5 3 2 1.WOOD TRUSS W/ CLIP, SEE PLAN 2. WOOD BEAM, SEE PLAN 3. 2x BLOCKING BETWEEN EACH TRUSS W/ A35 CLIP 4.ROOF SHEATHING, SEE PLAN 5.BOUNDARY NAILING, SEE PLAN A.COORDINATE ROOF VENTILATION B. FASCIA PER ARCHITECTURAL DETAILS KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 3. WOOD STUD WALL, SEE PLAN 4.WALL SHEATHING AS OCCURS, SEE PLAN 5. EDGE NAILING, SEE SHEARWALL SCHEDULE 6.WOOD TRUSS ALIGNED W/ SHEARWALL W/ HGA10 CLIP AT 36" O.C. INSTALL CLIPS W/ 3" LONG SDS SCREWS TO DBL TOP PLATE 7.BOUNDARY NAILING, SEE PLAN 8.ROOF SHEATHING, SEE PLAN 9. 2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 10.OVERBUILD JOIST, SEE PLAN 2 3 4 6 1 8 7 5 9 8 10 KEYNOTES: NOTE: 11_4" G A P 1 2 3 46 5 7 1.WOOD TRUSS, SEE PLAN. TRUSS SHOULD NOT BE DESIGNED TO BEAR ON WALL. 2.SIMPSON HTC4 CLIP AT 24" O.C. (EACH TRUSS) W/ 0.148" DIA x 3" LONG NAILS IN ALL HOLES 3.EDGE NAILING, SEE SHEARWALL SCHEDULE 4.WALL SHEATHING AS OCCURS, SEE PLAN 5.GYPBOARD SEE ARCH 6.WOOD STUD WALL, SEE PLAN 7.CONT 2x DBL TOP PLATE W/ LAP SPLICE, SEE TPYICAL DETAIL A.NAILS SHOULD NOT BE DRIVEN COMPLETELY FLUSH AGAINST THE CONNECTOR AT THE TRUSS TO ALLLOW VERTICAL TRUSS MOVEMEMENT, ALLOW 1/16" GAP BETWEEN NAIL HEAD AND TRUSS CLIP B.ARCH TO PROVIDE FINISH TO ALLOW FOR 11/4" VERTICAL MOVEMENT OF TRUSS KEYNOTES: NOTES: 1. WOOD TRUSS, SEE PLAN 2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C. 4.CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 5.WOOD STUD WALL, SEE PLAN 6. WALL SHEATHING AS OCCURS, SEE PLAN 7.(3) 16d NAILS AT 16" O.C. 8.2x6 LADDER FRAMING AT 16" O.C. 9. BOUNDARY NAILING, SEE PLAN 10. ROOF SHEATHING, SEE PLAN 11.2x6 BLOCKING AT 32" O.C., FIRST TRUSS BAY MINIMUM 12. EDGE NAILING, SEE SHEARWALL SCHEDULE 13. (3) 8d NAILS AT EACH BLOCK 14.NO SHEATHING SPLICE TO OCCUR IN THIS AREA 9 1 2 3 4 5 6 7 8 10 7 2'-0" MAX 913 11 A. COORDINATE ROOF VENTILATION B.FASCIA PER ARCHITECTURAL DETAILS 12 14 7 NOTES: KEYNOTES: 4 2 3 6 11 10 1 2 10 9 8 5 7 7 A.NO WALL SHEATHING SPLICE BETWEEN BLOCKING AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH BLOCK B.COORDINATE ROOF VENTILATION 2'-0" MAX6 11 7 1.OVERBUILD 2x FRAMING W/ CLIP, SEE PLAN 2. ROOF SHEATHING, SEE PLAN 3.FULL-HEIGHT TRUSS BLOCKING 4.WOOD TRUSS W/ CLIP, SEE PLAN 5. WALL SHEATHING AS OCCURS, SEE PLAN 6. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 7.EDGE NAILING, SEE SHEARWALL SCHEDULE 8. 2x BLOCKING BETWEEN EACH JOIST W/ LPT4 CLIP 9. 10. BOUNDARY NAILING, SEE PLAN 11. WOOD STUD WALL, SEE PLAN CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2" SCREWS AT 24" O.C. (EACH TRUSS) NOTES: KEYNOTES: 4 2 3 10 1 2 109 8 5 7 7 A.NO WALL SHEATHING SPLICE BETWEEN BLOCKING AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH BLOCK B.COORDINATE ROOF VENTILATION 2'-0" MAX6 11 7 1213 210 14 15 1.OVERBUILD 2x FRAMING W/ CLIP, SEE PLAN 2. ROOF SHEATHING, SEE PLAN 3.FULL-HEIGHT TRUSS BLOCKING 4.WOOD TRUSS W/ CLIP, SEE PLAN 5. WALL SHEATHING AS OCCURS, SEE PLAN 6. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 7.EDGE NAILING, SEE SHEARWALL SCHEDULE 8. 2x BLOCKING BETWEEN EACH JOIST W/ LPT4 CLIP 9. 10. BOUNDARY NAILING, SEE PLAN 11. WOOD STUD WALL, SEE PLAN 12.WOOD TRUSS, SEE PLAN 13.2x4 AT 4'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 14.WOOD TRUSS W/ (3) #10x3 1/2" SCREWS AT 24" O.C. IN BOTTOM CHORD 15.WOOD BEAM, SEE PLAN CONT 2x8 BOTTOM PLATE W/ (4) #10x3 1/2" SCREWS AT 24" O.C. (EACH TRUSS) KEYNOTES: NOTES: 1.WOOD JOIST, SEE PLAN 2. WOOD JOIST BLOCKING AT 16" O.C. W/ (2) 16d NAILS 3. CONT DBL 2x TOP PLATE W/ LAP SPLICE, SEE TYPICAL DETAIL 4.WOOD STUD WALL, SEE PLAN 5.WALL SHEATHING AS OCCURS, SEE PLAN 6. EDGE NAILING, SEE SHEARWALL SCHEDULE 7.CONT RIM BOARD 8. BOUNDARY NAILING, SEE PLAN 9.CONT DBL 2x BOTTOM PLATE, ATTACH PER SHEARWALL SCHEDULE 10.(4) 10d NAILS INTO EACH BLOCK 11.FLOOR SHEATHING, SEE PLAN 12.11/2" GYPCRETE, SEE ARCH 13. CONT 2x10 LEDGER W/ (4) #10 x 3 1/2" SCREWS AT 16" O.C. 14.ROOF SHEATHING, SEE PLAN 15.2x BLOCKING W/ (3) 16d TOE-NAILS BETWEEN EACH JOIST 16. WOOD JOIST W/ LRU28Z HANGER AND VPA2 CONNECTOR1 3 4 66 5 8 7 4 9 11 2 10 12 A.NO WALL SHEATHING SPLICE BETWEEN RIM BOARD AND TOP PLATE, IF SHEATHING BREAKS PROVIDE A35 CLIP AT EACH JOIST B.FASCIA PER ARCHITECTURAL DETAILS 6 3 4 6 5 8 8 13 16 15 14 KEYNOTES: NOTES: 1. WOOD TRUSS, SEE PLAN 2.2x4 x 8'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3. WOOD TRUSS W/ HGA10 CLIP AT 36" O.C. 4.WOOD BEAM, SEE PLAN 5.EDGE NAILING, SEE SHEARWALL SCHEDULE 6.WALL SHEATHING AS OCCURS, SEE PLAN 7. (3) 16d NAILS AT 16" O.C. 8. 2x6 LADDER FRAMING AT 16" O.C. 9.BOUNDARY NAILING, SEE PLAN 10.ROOF SHEATHING, SEE PLAN 11. 2x6 BLOCKING AT 32" O.C., FIRST TRUSS BAY MINIMUM 12.(3) 8d NAILS AT EACH BLOCK 13. NO SHEATHING SPLICE TO OCCUR IN THIS AREA 9 1 2 3 4 6 7 8 10 7 2'-0" MAX 912 11 A. COORDINATE ROOF VENTILATION B.FASCIA PER ARCHITECTURAL DETAILS 5 13 7 KEYNOTES: NOTES: 3/16 3" 4" 11_2" 3_4"GA P 1 1.WOOD BEAM, SEE PLAN 2.(2)3/4" DIA THRU BOLTS, FINGER-TIGHTEN NUTS AND DESTROY THREADS 3. ARCHITECTURAL STEEL COLUMN, SEE ARCH 4.1/4" THICK x 6 1/2 " LONG (OUT-OF-PAGE DIRECTION) BUILT-UP BUCKET W/ 2" LONG VERTICAL SLOTTED HOLES 2 4 3 A.PROTECT EXPOSED STEEL, SEE ARCH B. NOT ALL FRAMING SHOWN FOR CLARITY, SEE CORRESPONDING DETAIL 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E P R O T E C T E D B Y C OP Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O T A L O W N E R S H I P A N D C O N TR OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D E A S W I T H OU T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O H I B I T E D 10/22/2022 12:54:15 PM S5.0 RO O F F R A M I N G D E T A I L S MA D I S O N S T A T I O N A P T S . 09/27/2022 RE X B U R G ID A H O RE X B U R G , I D A H O SCALE: NTS301WOOD TRUSS AT WOOD STUD WALL SCALE: NTS302WOOD TRUSS AT WOOD BEAM SCALE: NTS303WOOD TRUSS AT WOOD STUD WALL SCALE: NTS304WOOD TRUSS AT WOOD STUD WALL SCALE: NTS305WOOD TRUSS AT WOOD BEAM SCALE: NTS306WOOD TRUSS AT WOOD STUD WALL SCALE: NTS307WOOD TRUSS AT NON-BEARING EXTERIOR STUD WALL SCALE: NTS308WOOD TRUSS AT WOOD STUD WALL SCALE: NTS309WOOD TRUSS AT WOOD STUD WALL SCALE: NTS310WOOD TRUSS AT WOOD GIRDER TRUSS SCALE: NTS311WOOD JOIST AT WOOD STUD WALL SCALE: NTS312WOOD TRUSS AT WOOD BEAM SCALE: NTS313ARCHITECTURAL STEEL COLUMN AT WOOD BEAM 10 / 2 4 / 2 0 2 2 Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O P1.0 FO U N D A T I O N P L U M B I N G P L A N PLAN NOTES: FOUNDATION PLAN - PLUMBING NorthSCALE: 1/8" = 1'-0" MIRROR PLAN AS REQUIRED FOR DIFFERENT SITE ORIENTATIONS LOCATED IN APT. COMPLEX NOTE: BALL TYPE ISOLATION VALVE PIPE RISE PIPE DROP SYMBOL CO WCO COTG VTR V VENT VENT THRU ROOF CLEANOUT WALL CLEANOUT CLEANOUT TO GRADE DESCRIPTION PLUMBING LEGEND SOIL OR WASTE PIPING VENT LINE PIPING GAS PIPINGG DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING CONDENSATE DRAIN PIPINGCD HOT WATER RECIRC. PIPING 6" 6" 6" 6" 6" 6" 6" COTG INV. ELEV. 99'-0" 4" COTG INV. ELEV. 99'-0" INV. ELEV. 99'-0" 4" COTG INV. ELEV. 99'-0" 6" COTG INV. ELEV. 96'-10" F F 2" UNDER SLAB2" UNDER SLAB F F F 2" 2" 2" 6" 6" 4"4" 2" 3" 2" 2" 2" 2"2" L-1 T-1 FS-1 KS-12" ISLAND VENT WB-1 4"4"4"4"4"4"4"4"4"4" 2" V. SEE CIVIL SITE PLAN FOR CONTINUATION OF 6" FIRE LINE. SEE CIVIL SITE PLAN FOR CONTINUATION OF 2" DOMESTIC CW MAIN. SEE CIVIL SITE PLAN FOR CONTINUATION OF 6" SEWER MAIN. RISE 6" FIRE LINE UP THRU SLAB TO FIRE RISER ASSEMBLY ABOVE. SEE SHEET P1.1 FOR RISER LOCATION ABOVE. RISE 2" DOMESTIC COLD WATER MAIN UP THRU SLAB TO SERVE WATER PRESSURE REDUCING VALVE ASSEMBLY LOCATED IN RISER ROOM ABOVE. SEE SHEET P1.1 FOR CW RISER ASSEMBLY LOCATION. 4" VENT STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF PIPING. 4" WASTE STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF PIPING. 2" VENT STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF PIPING. 2" WASTE STACK UP. SEE SHEET P1.1 FOR CONTINUATION OF PIPING. RUN 2" CW LINE UNDER SLAB TO SERVE OTHER HALF OF APT. BUILDING. RUN PIPING AT A MINIMUM OF 5'-0" BELOW GRADE. ALL UNDERGROUND PIPING TO BE INSULATED. SEE DETAIL ON SHEET P3.0 RUN 4" FIRE LINE UNDER SLAB TO SERVE OTHER HALF OF APT. BUILDING. RUN PIPING AT A MINIMUM OF 5'-0" BELOW GRADE. VERIFY FINAL PIPE SIZE AND LOCATION WITH FIRE SPRINKLER CONTRACTOR. ALL UNDERGROUND PIPING TO BE INSULATED. SEE DETAIL ON SHEET P3.0 1 2 3 4 5 6 7 1 2 3 4 567 2" V. 4" WC-1 3" 3" 2" KS-1 FD-1 2" V. 2" 8 998 2"2" WC-1 2" V. 4" 6 7 T-1 2" V. WB-1 FD-1 2" V. 9 8 2"2"2" 2" 3" L-1 6 7 2" 4"2" V. T-1 2" V. 2" 2" 2" 2" ISLAND VENT 2" ISLAND VENT WB-1 2" 3"4"2" L-1 2" V. 67 2" V. 2" V. 10 10 11 11 2" 3" 2" 2" 2" 2"2" L-1 T-1 KS-1 2" ISLAND VENT WB-1 4"4"4"4"4"4"4"4" 4" 2" V. 67 2" V. 4" WC-1 3" 3" 2" KS-1 FD-1 2" V. 2" 98 2"2" WC-1 2" V. 4" 6 7 T-1 2" V. WB-1 FD-1 2" V. 9 8 2"2"2"2" 3" L-1 6 72" 4"2" V. T-1 2" V. 2" 2" 2" 2" ISLAND VENT 2" ISLAND VENT WB-1 2" 3"4"2" L-1 2" V. 6 7 2" V. FD-1 2" V. 2" 98 FD-1 2" V. 2" 9 8 4" COTG 2" 3" 2" 2" 2" 2"2" L-1 T-1 KS-12" ISLAND VENT WB-1 4"4"4"4"4"4"4"4"4" 2" V. 6 7 2" V. 4" WC-1 3" 3" 2" KS-1 FD-1 2" V. 2" 9 8 2"2" WC-1 2" V. 4" 6 7 T-1 2" V. WB-1 FD-1 2" V. 9 8 2"2"2"2" 3" L-1 6 7 2" 4"2" V. T-1 2" V. 2" 2" 2" 2" ISLAND VENT 2" ISLAND VENT WB-1 2" 3"4"2" L-1 2" V. 67 2" V. 2" V. 2" 3" 2" 2" 2" 2"2" L-1 T-1 KS-1 2" ISLAND VENT WB-1 4"4"4"4"4"4"4"4"4" 2" V. 67 2" V. 4" WC-1 3" 3" 2" KS-1 FD-1 2" V. 2" 98 2"2" WC-1 2" V. 4" 6 7 T-1 2" V. WB-1 FD-1 2" V. 9 8 2"2"2" 2" 3" L-1 6 72" 4"2" V. T-1 2" V. 2" 2" 2" 2" ISLAND VENT 2" ISLAND VENTWB-1 2" 3"4"2" L-1 2" V. 6 7 2" V. FD-1 2" V. 2" 98 FD-1 2" V. 2" 9 8 4" COTG INV. ELEV. 99'-0" RISE RISE RISE RISE KS-1 KS-1 KS-1 KS-1 Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O 1 F P1.1 LE V E L 1 P L U M B I N G F L O O R P L A N PLAN NOTES: FIRST FLOOR PLAN - PLUMBING NorthSCALE: 1/8" = 1'-0" 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.1 FOR FIXTURES AND PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1 FD-1 FS-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1WC - 1 L-1 FD-1 FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 WB-1KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 FA V PRV WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1WH-1 F F 6" FIRE RISER ASSEMBLY. SEE DETAIL ON SHEET P3.0. 2" DOMESTIC COLD WATER PRESSURE REDUCING VALVE ASSEMBLY. SEE DETAIL ON SHEET P3.0. DROP 2" CW MAIN LINE DOWN IN WALL THRU SLAB TO SERVE OTHER HALF OF APT. BUILDING. SEE SHEET P1.0 FOR UNDERGROUND PIPING. DROP 4" FIRE SPRINKLER PIPING DOWN IN WALL THRU SLAB TO SERVE OTHER HALF OF APT. BUILDING. SEE SHEET P1.0 FOR UNDERGROUND PIPING. 4" VENT STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 4" WASTE STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 2" VENT STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 2" WASTE STACK UP. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. TEE OFF OF 1-1/4" CW MAIN WITH 3/4" CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 3/4" SHUT-OFF VALVE AT CEILING. CONTINUE UP WITH 1" CW LINE IN WALL TO SERVE LEVEL 2 AND LEVEL 3 APTS. ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF 1" CW MAIN ABOVE. TEE OFF OF 1-1/4" CW MAIN WITH 1" CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 1" SHUT-OFF VALVE AT CEILING. CONTINUE UP WITH 1-1/4" CW LINE IN WALL TO SERVE LEVEL 2 AND LEVEL 3 APTS. ABOVE. SEE SHEET P1.2 FOR CONTINUATION OF 1-1/4" CW MAIN ABOVE. GAS METER TREES BY LOCAL GAS COMPANY. (1) 12 METER TREE WITH 12 METERS SIZED FOR 24,000 BTU LOAD AT OZ. DELVIERY PRESSURE. (1) 6 METER TREE WITH 6 METERS SIZED FOR 36,000 BTU LOAD AT OZ. DELIVERY PRESSURE. DROP (1) 3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL AND RISE (2) 3/4" GAS LINES UP IN WALL TO SERVE FURNACES ON LEVELS 2 AND 3 ABOVE. 1 2 3 4 5 6 1 2 3 3 44 ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13 CODE REQUIREMENTS. NOTE: 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 7 8 56 5 6 56 65 56 5 6 56 65 5 6 5 6 5 6 6 5 5 6 5 6 5 6 6 5 2"2" 2"2" 1-1/4" 1-1/4" 1- 1 / 4 " 1-1/4" 1-1/4" 1-1/4" 1-1/4"1-1/4" 1-1/4" 2"1-1/4" 2" 1-1/2" 1-1/2" 1-1/4"1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/4" 1-1/2" 1-1/2" 2" 1-1/4" 2"2" 1-1/4" 9 10 9 9 9 10 10 10 10 10 10 9 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 11 11 11 (12) 3/4" GAS (9) 3/4" GAS (6) 3/4" GAS (6) 3/4" GAS (3) 3/4" GAS (3) 3/4" GAS (3 ) 3 / 4 " G A S (3 ) 3 / 4 " G A S (3) 3/4" GAS (3) 3/4" GAS G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G 11 11 (12) 3/4" GAS (9) 3/4" GAS (6) 3/4" GAS (6) 3/4" GAS (3) 3/4" GAS (3) 3/4" GAS (3 ) 3 / 4 " G A S (3 ) 3 / 4 " G A S (3) 3/4" GAS (3) 3/4" GAS 12 12 12 12 12 12 12 1212 12 12 1212 WB-1 WH-1 9 9 WB-1 WH-1 Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O 1 F P1.2 LE V E L 2 P L U M B I N G F L O O R P L A N PLAN NOTES: 2ND FLOOR PLAN - PLUMBING NorthSCALE: 1/8" = 1'-0" 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.1 FOR FIXTURES AND PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1 FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1WC - 1 L-1 FD-1 FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1WH-1 ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13 CODE REQUIREMENTS. NOTE: 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 3 4 12 1 2 12 21 2 1 2 12 21 1 2 1 2 1 2 2 1 1 2 1 2 2 1 4" VENT STACK UP. SEE SHEET P1.3 FOR CONTINUATION OF PIPING. 4" WASTE STACK UP TO SERVE LEVEL 3 ABOVE. 2" VENT STACK UP. SEE SHEET P1.3 FOR CONTINUATION OF PIPING. 2" WASTE STACK UP TO SERVE LEVEL 3 ABOVE. TEE OFF OF 1" CW MAIN WITH 3/4" CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 3/4" SHUT-OFF VALVE AT CEILING. CONTINUE UP WITH 3/4" CW LINE IN WALL TO SERVE LEVEL 3 APT. ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF 3/4" CW MAIN ABOVE. TEE OFF OF 1-1/4" CW MAIN WITH 1" CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 1" SHUT-OFF VALVE AT CEILING. CONTINUE UP WITH 1" CW LINE IN WALL TO SERVE LEVEL 3 APT. ABOVE. SEE SHEET P1.3 FOR CONTINUATION OF 1" CW MAIN ABOVE. (1) 3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL AND RISE (1) 3/4" GAS LINES UP IN WALL TO SERVE FURNACES ON LEVEL 3 ABOVE. 1 2 3 4 1 5 6 6 6 5 5 5 6 6 6 6 5 5 5 7 7 7 7 7 7 77 7 7 77 7 WB-1 WH-1 Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O P1.3 LE V E L 3 P L U M B I N G F L O O R P L A N PLAN NOTES: 3RD FLOOR PLAN - PLUMBING NorthSCALE: 1/8" = 1'-0" 1 F 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1 FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1DW-1 KS-1 DW-1 WB-1 L-1 WC-1 T- 1 T- 1WC - 1 L-1 FD-1 FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 WB-1 KS-1 DW-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 WB-1 KS-1 DW-1 KS-1DW-1 WB-1 L-1 WC-1 T- 1 T- 1 WC - 1 L-1 FD-1FD-1 FD-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1 WH-1WH-1 SEE LARGE SCALE TYP. APT. PLUMBING PLANS ON SHEET P2.1 FOR FIXTURES AND PIPING SERVING INDIVIDUAL APT. TYPES. NOTE: ENTIRE BUILDING TO BE FIRE SPRINKLED AS PER NFPA-13 CODE REQUIREMENTS. NOTE: 4" VENT STACK UP FROM BELOW. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 2" VENT STACK UP FROM BELOW. SEE SHEET P1.2 FOR CONTINUATION OF PIPING. 3/4" CW MAIN SERVE APT. ON THIS LEVEL COMPLETE WITH 3/4" SHUT-OFF VALVE AT CEILING. 1 CW MAIN TO SERVE APT. ON THIS LEVEL COMPLETE WITH 1" SHUT-OFF VALVE AT CEILING. 3/4" GAS LINE TO SERVE FURNACE ON THIS LEVEL. 1 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4" VTR 4" VTR 2" 2" 2" 4"4" 2" 2" 4" 4" 4" 4" 2" 2" 2" 4" 4" VTR 4" VTR 2" 2" 2" 4"4" 2" 2" 4" 4" 4" 4" 2" 2" 2" 4" 4" VTR 4" VTR 2" 2" 2" 4"4" 2" 2" 4" 4" 4" 4" 2" 2" 2" 4" 4" VTR 4" VTR 2" 2" 2" 4"4" 2" 2" 4" 4" 4" 4" 2" 2" 2" 4" 1 1 3 4 4 4 3 3 3 4 4 4 4 3 3 3 5 5 5 5 5 5 55 5 5 55 5 WB-1 WH-1 Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O P2.1 LA R G E S C A L E T Y P . A P T P L U M B I N G P L A N S PLAN NOTES: 1 F 2 F 1 F TYPICAL APT. PLUMBING FLOOR PLANS NorthSCALE: 1/4" = 1'-0" WB-1 KS-1 DW-1 L- 1 WH-1 T-1 FD-1 WC-1 2" V.2" V. 2" V. 2" ISLAND SINK VENT 1 4" WASTE STACK SERVING ALL LEVELS OF APTS. 4" VENT STACK UP SERVING ALL (4) LEVELS OF APTS. TO 4" VENT THRU ROOF. 2" WASTE STACK SERVING ALL LEVELS OF APTS. 2" VENT STACK UP SERVING ALL (4) LEVELS OF APTS. RUN 3/4" CONDENSATE DRAIN LINE FROM FURNACE UNIT TO FLOOR DRAIN LOCATED IN MECH. ROOM. TERMINATE WITH DOWNTURNED 90° ELBOW AND AIR GAP. INSTALL BALL TYPE SHUT-OFF VALVE ON 3/4" CW MAIN SERVING APT. BELOW CEILING OF CLOSET. SEE DETAIL ON SHEET P3.0 INSTALL BALL TYPE SHUT-OFF VALVE ON 1" CW MAIN SERVING APT. BELOW CEILING OF CLOSET. SEE DETAIL ON SHEET P3.0 COLD WATER MAIN UP IN WALL TO SERVE ALL LEVELS OF APTS. REFER TO PLUMBING FLOOR PLAN SHEETS FOR SIZES. MOUNT WATER HEATER ON ANGLE IRON STAND ON WALL ABOVE WASHER. SEE DETAIL ON SHEET P3.0 DROP 3/4" GAS LINE DOWN IN WALL OF MECH. CLOSET AND CONNECT TO GAS FIRED FURNACE COMPLETE WITH SHUT-OFF VALVE, DIRT LEG AND FLEXIBLE CONNECTION. SEE DETAIL ON SHEET P3.0 INSULATE COLD AND HOT WATER PIPING SERVING KITCHEN SINK LOCATED UNDERSLAB ON LEVEL 1. SEE DETAIL ON SHEET P3.0 2 3 4 5 6 7 8 4 3 1/2" 1/2" 2"2" 3" 1/2" 3/4" 2" 1/2" 1/2" 1/2" 2" 1/2" UNDERFLOOR 1/2" UNDERFLOOR DROP IN WALL 1 2 5 2" 6 9 9 8 3/4" 3/4" FD-1 2" V. 43 5 2" FD-12" V . 4 3 5 2" DW-1 KS-1 KS-1 DW-12" ISLAND SINK VENT 2" ISLAND SINK VENT WB-1 WB-1 T-1 T-1 T-1 WC-1 WC-1 L- 1 1 2 2" V.2" V. 6 8 3/4" 1/2"1/2" 3/4" 1/2" 1/2" 2" 3"2" 2" 2" 2" 2" 1/2" UNDERFLOOR1/2" UNDERFLOOR 2" 2" 2" 1/2" 9WH-1 L-1 WC-1 1 2 2" V. 2" 1/2" 3/4" 1/2" 2" 2" 2" V. 2" 3" 1-1/2" 3/4"2" 2" 3/4"3/4" 7 8 3/4" 2" 2" 1/2"1/ 2 " 1/ 2 " 1-1/2"2" 21 2" 2" 3" 2" 2" 1/2" UNDERFLOOR1/2" UNDERFLOOR 2" 1/2" DROP IN WALL DROP IN WALLDROP IN WALL 1" 10 10 10 10 MASTER BEDROOM KITCHEN LIVING ROOMBATHROOM W.I.C. MASTER BEDROOM W.I.C. BATHROOM BATHROOM LIVING ROOM KITCHEN LIVING ROOM KITCHEN MASTER BEDROOM W.I.C.BATHROOM LAUNDRY 9 WH-1 11 11 11 11 11 11 11 2" Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O P3.0 PL U M B I N G D E T A I L S & S C H E D U L E S WASHER BOX PIPING DETAIL NO SCALE 42 " T O 2" WASTE LINE 2" VENT LINE UP 1/2" HOT WATER LINE 1/2" COLD WATER LINE STUD WALL AT 16" O.C. 2x4 WOOD HEADER ABOVE UTILITY BOX FINISHED FLOOR DROP 2" WASTE LINE DOWN BELOW FLOOR SHUT-OFF VALVES 2" P-TRAP FL O O R CLEAN OUT DETAILS NO SCALE CLEANOUT TO GRADE (COTG) WASTE LINE FINISH GRADE 1'-0" WALL CLEANOUT (WCO) 1/8 C.I. BEND FLOOR LINE WALL BRASS CLEANOUT PLUG WITH COUNTER SUNK HEAD 16" SQUARE CONC PAD TROWEL SMOOTH 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE. CAST IRON WASTE LINE. LENGTH TO SUIT. CHROME WALL COVER AND SCREW MAY EXTEND AS A WASTE OR VENT PLUGGED TEE WITH CLEANOUT BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. 1/8 CAST IRON BEND 1-1/2"LAVATORY WATER CLOSET FLOOR DRAIN L-1 FD-1 WC-1 1-1/2" 2" 1-1/2" 2"2"- 1/2" - 1/2" 2"INT.3"1/2"- WITH DEEP SEAL P-TRAP COUNTERTOP MOUNT ELONGATED BOWL FLUSH TANK WATER HEATERWH-1 ---3/4"3/4" -DISHWASHERDW-1 -3/4"-1/2"UNDER COUNTER - CONNECT TO ADJACENT SINK 1-1/2"TUB / SHOWERT-1 1-1/2"1-1/2"1/2"1/2" 2"KITCHEN SINKKS-1 2"2"1/2"1/2"S.S. COUNTERTOP DOUBLE COMPARTMENT FIBERGLASS SURROUND RIGHT OR LEFT HAND AS PER FLOOR PLAN WASHER BOXWB-1 2"2"2"1/2"1/2"POLY WASHER BOX WITH 1/2" HW AND CW STOP VALVES 2" STANDPIPE WITH P-TRAP ELECTRIC 40 GALLON LOW BOY WATER HEATER, T&P VALVE. 240/60/1 WITH NON-SIMULTANEOUS 4500 WATT UPPER & LOWER ELEMENTS 6" V E R T I C A L 18" MAX. DRIP LEG SAME SIZE AS DROP GAS LINE CONNECTION DETAIL NO SCALE GROUND JOINT MANUAL MAIN SHUT-OFF VALVE CASING EQUIPMENT FLEXIBLE GAS CONNECTOR. UNION 3/4" MAIN. SEE DROP FROM PLAN FOR SIZE ISLAND SINK VENTING DETAIL WCO NO SCALE 1-1/2"2" 2" TYPICAL SINK 2" 2" VENT PIPE 2" FOOT VENT2" NEAREST PARTITION NO SCALE WATER HEATER PIPING DIAGRAM UNION (TYP) BALL VALVE (TYP) WATER HEATER HEAT TRAP FITTING COLD WATER LINE HOT WATER LINE PIPE FULL SIZE TO FLOOR DRAIN ASME T&P RELIEF VALVE SEISMIC BRACING STRAPS ANCHORED TO WALL DRAIN VALVE WITH THREADED HOSE CONNECT. COLD WATER INLET WH-1 ANGLE IRON WALL STAND FLOOR SINKFS-1 2"4"4"--FLOOR SINK WITH 3/4 GRATE & DEEP SEAL P-TRAP TRAPSYM.DESCRIPTION PLUMBING FIXTURE SCHEDULE PIPE SIZE VENTWASTE C.W.H.W.REMARKS NO SCALE REDUCING STATION DETAIL (TYPICAL) BALL VALVE 2" TO FIXTURES DIRT LEG UNION TYPICAL 3/4" DRAIN VALVE 5'-0" CONTRACTOR BY PLUMBING CONTRACTOR BY SITE UTILITIES CAP GRADE EXT WALL 36" COMBINATION PRESSURE REDUCING VALVE AND STRAINER. SET DISCHARGE AT 50 PSIG TRERICE 3-1/2" NO. 800, RANGE 0-TO-100 PSI RISE TO CEILING SPACE 1'-0" MINIMUM CLEARANCE DOUBLE CHECK VALVE DRAIN VALVE 1-1/4" CW LINE OUT FOR SPRINKLER SYSTEM 2" WATER SUPPLY TO BUILDING 2" WATER METER AS REQ'D BY THE CITY OF REXBURG REMOTE READOUT DEVICE FOR METER DOUBLE CHECK VALVE BACKFLOW PREVENTER WITH BALL VALVES AND STRAINER NO SCALE VERTICAL FIRE RISER DETAIL NOTE: WE T R I S E R 4" WATER SUPPLY FROM CITY WATER MAIN. USE CLASS 53 DUCTILE IRON WHEN CROSSING UNDER BLDG FOUNDATION. USE FLEXIBLE GROOVED PIPE COUPLING ONLY IF SEISMIC BRACING IS REQUIRED. SEE NOTE #12. GROOVED BUTTERFLY VALVE WITH INTEGRAL SUPERVISORY SWITCH. DOUBLE CHECK BACKFLOW PREVENTER WITH RELATED TRIM AND GAUGES. 3-1/2" DIAMETER WATER GAUGE WITH 1 4" TEST AND ISOLATION VALVE. VANE TYPE WATER FLOW SWITCH. SUPPLY TO WET PIPE FIRE SPRINKLER SYSTEM. SWING CHECK VALVE. RISER MANIFOLD - INCLUDES PRESURE GAUGE, FLOW SWITCH, PRESSURE RELIEF VALVE, AND TEST AND MAIN DRAIN DEVICE. INSPECTOR'S TEST & MAIN DRAIN DEVICE - PIPE TO OUTSIDE. PRESSURE RELIEF VALVE SHALL BE REQUIRED SET AT 175 PSI.- PIPED TO DISCHARGE OUTSIDE. SEISMIC BRACING REQUIRED IN SEISMIC DESIGN CATEGORY C, D, E, F. 1/2" AUTOMATIC BALL DRIP VALVE. PIPE TO DRAIN OUTSIDE. WEATHERPROOF ELECTRIC BELL OR HORN AND STROBE (OUTSIDE). OUT TO FIRE DEPARTMENT CONNECTION WITH GALVANIZED SCH 40 PIPING- PROVIDE BALL DRIP WHEN TRAPPING PIPE. SIZE CONNECTION AS REQUIRED. NOTE: PIPE FDC TO REMOTE LOCATION ON STAKE BUILDINGS AND WHEN REQUIRED BY FIRE MARSHAL. GALVANIZED FLANGE AND SPOOL PIECE CLASS 53 D.I. FLANGED SPIGOT 3/4" A.T.R. 3/4" BENT EYE BOLT MECHANICAL JOINT 90° ELL CONCRETE THRUST BLOCK WITH 5 SQ. FEET BEARING AREA UNDISTURBED EARTH LOW TEMPERATURE SENSOR - MOUNTED ON WALL - THIS SWITCH IS PROVIDED UNDER DIVISION 28 OF THE SPECIFICATIONS. SPARE HEAD CABINET WITH SPARE SPRINKLER HEADS AND WRENCHES. LAMINATED SYSTEM MAP WITH SYSTEM START-UP AND SHUT-DOWN INSTRUCTIONS. PROVIDE SLEEVES WHERE PIPING PENETRATES BUILDING AT FLOOR AND WALLS. SEAL AROUND PENETRATION WITH FLEXIBLE MASTIC AT FLOOR. PROVIDE 2" ANNULAR SPACE AROUND AND RESTRAIN FLANGE SPIGOT. 5' - 6 " M I N . 0' - 6 " 1' - 0 " FLOOR SLEEVE FS TS LT IT 26 25 24 23 22 21 20 21 22 23 1 20 19 19 18 17 16 15 14 18 17 2 3 4 5 13 14 16 13 12 11 10 9 8 7 6 25 5 9 6 3 5 8 24 10 11 5 4 3 2 1 7 2 12 15 26 WATER PRESSURE TAKEN NOT TO DEFORM OR OTHERWISE DAMAGE PIPING OR INSULATION. TAMPED, RODDED OR LIGHTLY COMPACTED DURING INSTALLATION. CARE SHOULD BE SAND FILL AROUND PIPING SHALL BE A MINIMUM OF 4" THICK. MATERIAL SHALL BE HAND MINIMUM PIPE SIZE UNDERFLOOR SHALL BE 3/4" PIPE INSULATION. TAPE INSULATION AT ALL SEAMS. WATER PIPE INSULATION ON UNDERFLOOR PIPING SHALL BE ARMAFLEX 3/4" THICK RUBBER ALL WATER PIPING INSTALLED UNDERFLOOR SHALL BE TYPE "K" COPPER OR PEX UNDER SLAB PIPE INSTALLATION DETAIL 3 NO SCALE 4 - SECTION 'A' NOTES: 2 - - 1 - COMPACTED EARTH CONCRETE 4" 4" 1" MIN. INSULATION SAND WATER PIPING A Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O 1 F M1.1 LE V E L 1 M E C H A N I C A L F L O O R P L A N PLAN NOTES: ELECTRONIC THERMOSTAT EQUIPMENT SYMBOLFC 1 T INSULATED FLEXIBLE DUCT RECTANGULAR SUPPLY AND RETURN AIR DUCT TAKE-OFF TURNING VANES DUCT TRANSITION MECHANICAL LEGEND DESCRIPTIONSYMBOL CEILING SUPPLY REGISTER EXHAUST FAN CEILING MOUNTED ELECTRIC WALL HEATER CEILING RETURN AIR GRILLE FURNACE WITH EXT. GRILLES SELF CONTAINED GAS FIRED FIRST FLOOR PLAN - MECH. NorthSCALE: 1/8" = 1'-0" 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EH SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.1 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O 1 F M1.2 LE V E L 2 M E C H A N I C A L F L O O R P L A N PLAN NOTES: 2ND FLOOR PLAN - MECH. NorthSCALE: 1/8" = 1'-0" 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.1 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O 1 F M1.3 LE V E L 3 M E C H A N I C A L F L O O R P L A N PLAN NOTES: 3RD FLOOR PLAN - MECH. NorthSCALE: 1/8" = 1'-0" 2 F 2 F 1 F 1 F 1 F 1 F 1 F 1 F 2 F 2 F 1 F 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF SEE LARGE SCALE TYP. APT. MECH. PLANS ON SHEET M2.1 FOR DUCTWORK & EQUIPMENT SERVING INDIVIDUAL APT. TYPES. NOTE: 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF 1 EF Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O M2.1 LA R G E S C A L E T Y P . A P T M E C H . P L A N S PLAN NOTES: 1 F 2 F 1 F 1 EF 1 EF 1 EF 1 EF TYPICAL APT. MECH. FLOOR PLANS NorthSCALE: 1/4" = 1'-0" R-2 TG-1 (2) TG-1 (2) R-3 TG-1 (2) TG-1 (2) TYP. WALL CAP TYP. WALL CAP TYP. WALL CAP MOUNT PROGRAMMABLE THERMOSTAT ON WALL AND RUN 5 CONDUCTOR THERMOSTAT WIRE TO FURNACE. PROVIDE AND INSTALL DRYER WALL BOX IN WALL. DRYER BOX TO BE COMPLETE WITH 4"Ø DUCT UP IN WALL THRU CLG. FURR-DOWN TO WALL CAP. REFER TO DETAIL ON SHEET M3.0 FOR TYPICAL DRYER BOX INSTALLATION. INSTALL SELF-CONTAINED HVAC UNIT AS SPECIFIED IN FURNACE ROOM. MAINTAIN AS MUCH CLEARANCE IN FRONT OF UNIT AS POSSIBLE. REFER TO PLUMBING DRAWINGS FOR CONNECTION TO GAS PIPING & CONDENSATE DRAIN PIPED TO FLOOR DRAIN. PROVIDE EXTENSION ON COMBUSTION DISCHARGE AS REQUIRED TO MOUNT AT UPPER PORTION OF LOUVER. MOUNT FURNACE ON PLATFORM AS PER MFG. RECOMMENDATIONS. ARCHITECTURAL LOUVER FURNISHED WITH SELF-CONTAINED HVAC UNITS. PROVIDE SLEEVE THRU WALL AS REQUIRED FOR GRILLES. COORDINATE GRILLE LOCATION WITH UNIT AND PIPING. SEAL ALL AROUND GRILLES. EXTEND COMBUSTION DISCHARGE TO UPPER SECTION OF GRILLE. MOUNT UPPER GRILLE SECTION WITH BLADE POINTING UPWARD AND LOWER GRILLE SECTION WITH BLADES POINTING DOWNWARD AS RECOMMENDED BY MANUFACTURER. INSTALL RETURN AIR GRILLE IN CEILING FURR-DOWN AND LEAVE GRILLE OPEN TO RETURN AIR PLENUM. LEAVE RETURN AIR DUCT OPEN TO FURNACE CLOSET TO PROVIDE RETURN AIR FROM RETURN AIR GRILLE LOCATED IN CEILING FURR-DOWN PLENUM. PROVIDE 10x10 SLEEVE THRU WALL INTO CEILING FURR-DOWN TO PROVIDE RETURN AIR INTO MECH. ROOM. 1 2 3 4 5 6 7 T 1F-1 T F-2 1 TF-1 1 2 2 4"Ø DRYER VENT IN DROP CLG. (EST. EQUIVALENT LENGTH 20'-0") 4"Ø DRYER VENT IN FURR-DOWN (EST. EQUIVALENT LENGTH 35'-0") 4"Ø DRYER VENT IN FURR-DOWN (EST. EQUIVALENT LENGTH 35'-0") 33 3 4 4 4 5 5 66 6 77 2 4"Ø EXHAUST IN FURR-DOWN 4"Ø EXHAUST IN FURR-DOWN 4" Ø E X H A U S T I N F U R R - D O W N 4" Ø E X H A U S T I N F U R R - D O W N 12x10 SA IN FURR-DOWN S-1 175 TG-1 (2) R-1 (ABOVE HEADER) S-1 175 12x10 SA 6" Ø S A D-1 75 D-2 175 8"Ø SA D-1 40 S-1 175 8"Ø SA 12 x 1 0 S A I N D R O P C E I L I N G S-1 150 D-1 30 8"Ø SA S-1 100 S-1 155 6" Ø S A 6" Ø S A 8"Ø SA S-1 180 8"Ø SA 14 x 1 0 S A I N D R O P C E I L I N G D-1 75 D-1 50 6" Ø S A 6"Ø SA 6"Ø SA D-2 155 8"Ø SA 8"Ø SA S-1 165 S-1 175 MASTER BEDROOM KITCHEN LIVING ROOM W.I.C.MASTER BEDROOM W.I.C. BATHROOM BATHROOM LIVING ROOM LIVING ROOM KITCHEN MASTER BEDROOM W.I.C. BATHROOM KITCHEN Engineered Systems Associates STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel:(208) 232-4439 Fax:(208) 232-1435 Consultants: 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 FA X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: Checked By: Plot Date: Drawing Number: File: Revisions: OF 870 SEPT. 2022 SR DLH MA D I S O N S T A T I O N A P T S . RE X B U R G , I D A H O M3.0 ME C H A N I C A L D E T A I L S & S C H E D U L E S WALL CAP CEILING GRILLE CEILING EXHAUST FAN (SEE PLAN FOR SIZE) EXHAUST DUCT DAMPER BACK-DRAFT CABINET INSULATED FAN ASSEMBLY NO SCALE CEILING MOUNTED EXHAUST FAN DETAIL NO SCALE DRYER VENT DETAIL A FLOOR CEILING 4" HOSE CLAMP DRYER 4" FLEXIBLE DRYER VENT HOSE DRYER VENT HOSE A PLAN VIEW 4" FLEXIBLE DUCT UP IN WALL 4" HOSE CLAMP 4"Ø RISE 4"Ø DUCT UP IN WALL NOTE: 1- 2- NO PROJECTIONS SUCH AS SCREWS OF SHEET METAL CORNERS IN DUCTWORK OR AT ELBOWS ARE ALLOWED. MAXIMUM DUCT LENGTH IS 25'-0" INCLUDING 5'-0" REDUCTION FOR EACH 90Ø ELBOW. PROVIDE 4"Ø HOSE CONNECTION AT 4" AFF. EXTEND THRU WALL 2" MINIMUM FOR DRYER CONNECITON. PROVIDE MODEL DB425 "DRYERBOX" IN WALL WITH 4"Ø DUCT THRU ROOF. CONNECT 4"Ø FLEXIBLE DRYER VENT TO EXHAUST DUCT4" HOSE CLAMP OUTSIDE WALL BACK-DRAFT DAMPER WALL EXHAUST CAP SEAL AROUND DRYER VENT WITH WATER-PROOF CAULKING ON BOTH SIDES OF WALL. S.P.E. 1 EF SYM.TYPE C.F.M. EXHAUST FAN SCHEDULE CONTROLCHAR.H.P.R.P.M.REMARKS CEILING MOUNTED 50 1/60.25 120/60/1 760 ELECTRIC HEATER SCHEDULE EH 1 SYM.TYPE SEMI-RECESSED WALL MTD BTU KW CHAR CONTROL REMARKS 2,559 0.75 120/60/1 INTEGRAL QMARK MODEL GFR1500T2 RECESSED HEATER. UPFLOW AIR KING FRAK 130 WITH 4"Ø DUCT & BACKDRAFT DAMPER, CEILING MOUNTED EXHAUST GRILLE AND WALL CAP. SYM.TYPE REMARKS FURNACE AND DX COOLING COIL SCHEDULE CHAR.MCASPE NATURAL GAS INPUT OUTPUT L.A.T.E.A.T.GAS TYPE LIQUID SUCTION C.D.NAT GAS INTAKE EXHAUST PIPING SIZESDX COOLING COIL B.T.U.E.A.T.L.A.T.C.F.M.MAX. P.D.SPEED @ ELEV. 1 F MOCP 2 F UPFLOW MAGIC PAK MODEL 24MGE4-12-181P WITH ARCHITECTURAL LOUVER TO MATCH UNIT.600-650 0.5"HIGH 10.7 15.0 208/60/1 24,000 19,200 15,744 65°F 105°F NAT 18,000 75°F 55°F 0.25"NA NA 3/4"3/4"NA NA MAGIC PAK MODEL 36MGE4-12-241P WITH ARCHITECTURAL LOUVER TO MATCH UNIT.800 0.5"HIGH 13.2 20.0 208/60/1 36,000 28,800 23,616 65°F 105°F NAT 24,000 75°F 55°F 0.25"NA NA 3/4"3/4"NA NA CONTINUOUS 24 HR. THROWSYM.SIZE GRILLE AND REGISTER SCHEDULE CONSTR.CFM FINISH F.D.O.B.REMARKS S-1 R-2 A A PROVIDE TRANSITION BOOT BEHIND GRILLE AS REQUIRED TO CONNECT TO BRANCH DUCT. 12 x 8 100-250 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN SIDEWALL AS HIGH AS POSSIBLE. PROVIDE TRANSITION BOOT.2 WAY 16 x 16 450-700 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS R-3 TG-1 12 x 6 100-200 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT ABOVE DOOR HEADER AS SHOWN ON PLANS D-1 6 x 6 50-90 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING IN LOCATION SHOWN ON PLANS. PROVIDE TRANSITION BOOT.2 WAY 24 x 24 700-900 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT IN CEILING AS SHOWN ON PLANS D-2 12 x 6 100-250 STEEL WHITE NO YES ACCORD MODEL 222 WITH 2-WAY DEFLECTION. MOUNT IN CEILING FURR-DOWN IN LOCATION SHOWN ON PLANS. PROVIDE TRANSITION BOOT.2 WAY R-1 24 x 10 450-700 STEEL WHITE NO NO---ACCORD MODEL 500. MOUNT ABOVE DOOR HEADER AS SHOWN ON PLANS ELECTRICAL SPECIFICATIONS 1. INTENT: Provide and install complete and operable electrical systems including but not not limited to; lighting, power, receptacles, data, fire alarm ande etc. Provide all required connections to all Mechanical and Plumbing equipment, as indicated and required, including all conduits, wiring and controls. Coordinate with mechanical contractor and drawings. 2. COMPLIANCE WITH CODES: All work and material shall comply with all applicable codes, safety orders, laws, ordinances and regulations of governing authorities and other agencies having jurisdiction including regulations of the State and Local Fire Marshall, unless detailed as specified to a more restrictive standard or higher requirement. 3. INTERPRETATION OF DRAWINGS: The electrical drawings are essentially diagrammatic in that all provisions necessary to conform to structural, architectural, mechanical and plumbing systems can not be shown. All installations shall be adjusted as necessary to conform and to avoid obstructions, without additional cost to the owner. All work, material and equipment called for by notes, schedules or otherwise indicated on the drawings shall be furnished and isntalled as though fully set forth in these specifications. 4. VISITING THE SITE: Contractor shall visit the site and become acquainted with conditions to be encounterd. Extra funds will not be allowed due to failuer to examine the site and to included existing conditions in bid price. 5. COORDINATION WITH UTILITIES: These plans have been prepared without utility company comments. The contractor shall verify exact requirements for the electrical, telephone and communication services with the utility company representatives and provide all work and pay all costs for a complete and operating systems, as directed by the governing utilities. 6. MATERIALS AND WORKMANSHIP: All workmanship shall be performed by skilled electricians using the best standard practives of the trade. All materials shall, unless otherwise noted, be new and in perfect condition and working order. All material for similar uses shall be of the same type, material and manufacturer for ease of future maintaenance. All equipment shall be readily accessible for maintenance and repairs. All materials, fixtures and equipment shall be covered or sealed upon installation so as to provide for safety and to insure that operation and appearance will be maintained after subsequent construction operations. 7. EXECUTION: Raceway installation: Seperate underground conduits in a common trench 4" minimum horizontally, 12" minimum from other utility lines. Minimum conduit depth shall be 18". Coordinate conduit installation with pipes, steel, footings and ducts installed by other trades. Install conduit runs exposed to view parallel or at right angles to structural members, walls or building lines. Support conduit with one-hole malleable factory made pipe straps, fastended with screws. 8. OPERATING AND ADJUSTING: The owner reserves the right to operate any systems of equipment prior to final comletion and acceptance of the work. Such perliminary operation shall not be construed as an acceptance of any work. Each piece of equipment and all of the systems shall be adjusted to insure proper functioning and shall be left in first class operating condition. 9. CUTTING AND PATCHING: Do all drilling and cutting as necessary for installation of equipment or conduit. Cutting or drilling of structure is only permitted with prior approval of the owner and structural engineer. Where cutting and patching of work is necessary, use the same materials, workmanship and finish to neatly match all surrounding work. 10. CONDUIT: All conduit material and installation methods shall be as allowed by the NEC, local AHJ and as directed by the owner. 11. CONDUCTORS: Type THWN or THHN copper wire insulated for 600V. Smallest wire shall be #14 AWG unless noted otherwise. All wiring shall be Copper unless indicated otherwise. Type MC cable shall be permitted, provided it is installed in concealed areas and installation complies with the Local AHJ and NEC requirements. Type NM cable is only permitted in locations allowed by the Local AHJ and NEC. Use "Ideal Yellow" pulling compound for all wire pulls. Use Scotchlock connectors for all splices in #12 wire and tape bolted pressure connectors for larger wire. 12. GROUNDING: All conduit, branch circuits, feeders and etc. shall be provided with a grounding conductor. All grounding conductors shall be insulated and green in color, size as shown. 13. WIRING DEVICES: Devices shall be Standard type, Specification grade, color as selected by owner. Decora style devices are prohibited. Utilize GFCI and Tamper-proof devices in all locations as defined by the NEC. Wiring devices shall be as installed as allowed by the NEC, local AHJ. 14. DEVICE PLATES: Devices plate type and color shall be as directed by owner and as required by the NEC. 15. LIGHTING FIXTURES: As selected by owner and/or indicated in schedules. All light fixtures shall be installed and connected by the Electrical Contractor. 16. SERVICE EQUIPMENT & PANELBOARDS: Service Equipment: Shall be rated as such and shall comply with local utility co. requirments. . Panelbards: Shall be provided with typed writtend directories indicating loads being served. Maintain all required clearances around equipment as required by the NEC. All equpment dimensions to be field verified. 17. CLEAN-UP: Upon completion of the work, prior to final inspection, thoroughly clean all exposed fixtures, trim and equipment and leave the entire installation in a neat, clean and usable condition. Remove all cement, paint, grease, oil and other foreign substances. 18. TEST: Test all conductors for shorts, opens, grounds or other defects. Correct any defective work and re-test. Demonstrate continuous satisfactory operation of all electrical systems and equipment. Provide training to the owner on electrical systems as needed for owner operation and maintenance of building. 19. GUARANTEE: Prior to final acceptacne of the project, deliver to the owner a written one year guarantee on all workmanship, materials and equipment and agree to repair or replace all such defective items promptly that may occure during the warranty period; including repair or replacement of the premises that may be damaged due to faulty work and materials furnished under contract. CIRCUITING & GENERAL SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION KEYED NOTE REFERENCE1 BRANCH CIRCUIT HOME-RUN TO PANEL INDICATED A-1,3,5 3/4"C.-6#12,1#12G QTY & SIZE OF EQUIPMENT GROUND CONDUCTOR QTY & SIZE OF NEUTRAL AND PHASE CONDUCTOR(S) SIZE OF CONDUIT A-1,3,5 3/4"C.-6#12,1#12G PANEL AND CIRCUIT DESIGNATIONS EQUIPMENT GROUNDING CONDUCTOR TICK MARKS NEUTRAL CONDUCTOR(S) PHASE AND/OR SWITCH-LEG CONDUCTOR(S) BRANCH CIRCUIT/FEEDER CONCEALED IN CEILING OR WALL BRANCH CIRCUIT/FEEDER CONCEALED UNDERGROUND OR FLOOR NEW EQUIPMENT, DEVICES, ETC. EXISTING EQUIPMENT, DEVICES, ETC. DEMOLITION EQUIPMENT, DEVICES, ETC. DETAIL # / SHEET REFERENCE1 / ES101 *25,000A CALCULATED AVAILABLE FAULT CURRENT AT EQUIPMENT(SEE POWER RISER) FIRE ALARM SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DETECTOR SUBSCRIPTS P PHOTOELECTRIC SMOKE DETECTOR D DUCT SMOKE DETECTOR ID IN-DUCT SMOKE DETECTOR H HEAT DETECTOR M MULTI-STATION SMOKE/CO DETECTOR, MONITORED BY FACP (120V W/BATTERY BACKUP) FIRE ALARM CONTROL PANEL (WALL MOUNTED, TOP AT 6'-0' AFF) F FACP NOTIFICATION DEVICE EXTENDER PANEL. PROVIDE QTY AS REQUIRED BASED ON DEVICE VOLTAGE DROP CALC'S PER NFPA 72 REQUIREMENTS. (WALL MOUNTED, TOP AT 5'-0' AFF) REMOTE ANNUCIATOR PANEL (FLUSH MOUNTED IN WALL AT 5'-0' AFF) NAC RA MANUAL PULL STATION (MOUNTING HEIGHT PER ADA & NFPA 72) MAGNETIC DOOR HOLD OPEN ADDRESSABLE CONTROL/RELAY MODULE MM CM ADDRESSABLE MONITORING MODULE FIRE ALARM FLOW SWITCH FIRE ALARM TAMPER SWITCH FS TS WALL MOUNTED FIRE ALARM HORN ONLY WALL MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) # ADDRESSABLE DETECTOR WITH BASE ## ##CEILING MOUNTED FIRE ALARM STROBE ONLY (CANDELA RATING AS INDICATED) ## ## WALL MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) CEILING MOUNTED FIRE ALARM HORN STROBE (CANDELA RATING AS INDICATED) EXTERIOR 120V FIRE BELL, INSTALL NEXT TO FDC. FIRE/SMOKE DAMPER; COORDINATE LOCATIONS WITH MECH. DRAWINGSSD A. DO NOT INSTALL MORE THAN (10) NOTIFICATION APPLIANCES ON ANY SINGLE CLASS "A" SIGNAL CIRCUIT. DO NOT EXCEED 400 FT. OF NO. 14 WIRE IN THE TOTAL LOOP. B. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. C. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. D. DO NOT CONNECT THE FIRE ALARM SYSTEM TO ANY DEVICE WHICH HAS A POWER HELD CONTACTS.(FLOW, TAMPER, HOOD SYSTEM, DUCT DETECTOR, ETC..FALSE ALARM WILL OCCUR. E. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL CONDUCTOR QUANTITIES PER FIRE ALARM SYSTEM SUPPLIER, AND AS PER NFPA AND NEC REQUIREMENTS. F. DO NOT INSTALL ANY SMOKE OR HEAT DETECTORS WITHIN 3 FEET OF ANY AIR DIFFUSER. G. DO NOT EXCEED 2500 FEET ON ANY ADDRESSABLE DEVICE RUN. DO NOT EXCEED 120 DEVICES ON ANY ONE ADDRESSABLE DEVICE RUN. H. ALL AIR HANDLING EQUIPMENT 2000 CFM OR MORE MUST BE SHUT DOWN UPON FIRE ALARM AS PER LIFE SAFETY CODES. I. ALL CLASS "B" INITIATING CIRCUITS WITH ADDRESSABLE DEVICES NEED EOLR. (END OF LINE RESISTORS). J. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. K. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. L. ALL WIRING AND CONDUIT ROUTING TO BE AS DESCRIBED ON SUPPLIED SHOP DRAWINGS. FIRE ALARM PLAN IS SHOWN FOR GENERAL LOCATION AND LAYOUT ONLY. M. THE FIRE ALARM SYSTEM TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND ADA REQUIREMENTS. N. ELECT. CONTR. TO CONNECT SPRINKLER SYSTEM TAMPER SWITCHES AND FLOW VALVES TO FIRE ALARM SYSTEM AS REQUIRED. SEE FIRE SPRINKLER SYSTEM DRAWINGS FOR EXACT LOCATIONS AND QUANTITIES. GENERAL FIRE ALARM SYSTEM NOTES LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION PARKING AREA POLE LIGHT, SINGLE OR DOUBLE HEAD AS INDICATED ON DRAWINGS. REFER TO LIGHT POLE DETAIL FOR POLE INFORMATION. 2X4 FLUORESCENT OR LED FIXTURE 2X2 FLUORESCENT OR LED FIXTURE SURFACE MOUNTED FLUORESCENT OR LED FIXTURE STRIP FLUORESCENT OR LED FIXTURE WALL MOUNTED FLUORESCENT OR LED FIXTURE EXTERIOR WALL MOUNTED FIXTURE ROUND RECESSED FIXTURE SURFACE OR PENDANT FIXTURE LIGHT FIXTURE SUBSCRIPTS NL NIGHT-LIGHT(CONNECT TO UNSWITCHED LEG OF CIRCUIT) EXIT SIGN, WALL OR CEILING MOUNTING AS REQUIRED (SINGLE OR DOUBLE FACE) DIRECTIONAL CHEVRONS AS INDICATED; CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EXIT SIGNS. SHADED FIXTURE INDICATES AN EMERGENCY FIXTURE. PROVIDE WITH EMERG. BATTERY PACK OR CONNECT TO EMERGENCY POWER SYSTEM (WHERE APPLICABLE). CONNECT BATTERY PACK TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT SERVES THE SAME AREA AS THE EMERGENCY FIXTURE. PROVIDE WITH TEST LIGHT AND SWITCH. CEILING MOUNTED OCCUPANCY SENSOR, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR SENSOR TYPE AND ADDITIONAL INFORMATION. SWITCH MOUNTED OCCUPANCY SENSOR, LOW VOLTAGE SWITCHPOD OR DIMMER SWITCH, REFER TO OCCUPANCY SENSOR/SWITCH SCHEDULE FOR TYPE AND ADDITIONAL INFORMATION. SINGLE-POLE SWITCH (SEE SUB-SCRIPTS BELOW FOR ADDITIONAL INFORMATION) SWITCH SUBSCRIPTS 3 3-WAY SWITCH 4 4-WAY SWITCH D DIMMER SWITCH (COMPATIBLE W/ LOAD & LTG TYPES) FT FAN TIMER, 10/20/30/60 MIN. ELECTRONIC (INTERMATIC MODEL EI210 SERIES) P PILOT LIGHTED SWITCH F1 LIGHT FIXTURE TYPE DESIGNATION S ### WALL OR CEILING MOUNTED EMERGENCY LIGHTING UNIT W/BATTERY PACK CONNECT TO UNSWITCHED LEG OF LIGHTING CIRCUIT THAT IS IN THE SAME AREA AS THE EMERGENCY LIGHT. LV LOW-VOLTAGE SWITCH (PER DWG'S) T THERMAL-OVERLOAD SWITCH M SWITCH SUPPLIED WITH EQUIPMENT, INSTALLED BY E.C. WP WEATHERPROOF 2P DOUBLE POLE, SINGLE THROW SWITCH GENERAL LIGHTING NOTES: A. SYMBOLS SHOWN ABOVE MAY NOT REPRESENT ALL LIGHT FIXTURES USED ON PROJECT, REFER TO LIGHT FIXTURE SCHEDULE FOR ACTUAL FIXTURE INFORMATION INCLUDING FIXTURE TYPE, LAMPING, MOUNTING AND ETC. B. JUNCTION BOXES FOR LIGHTING CIRCUITING ARE NOT SHOWN FOR CLARITY. THE E.C. IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL JUNCTION BOXES REQUIRED FOR CIRCUITING OF ALL LIGHT FIXTURES THAT ARE NOT LISTED FOR "THROUGH-BRANCH CIRCUIT WIRING". C. IN GENERAL ALL SWITCH-LEG CONDUCTORS MAY NOT BE SHOWN ON DRAWINGS; E.C. SHALL PROVIDE AND INSTALL CONDUCTORS AS REQUIRED TO ACHIEVE CONTROL SCHEMES INDICATED AND DESCRIBED ON DRAWINGS. INCLUDING ALL 0 - 10V DIMMING CONTROLS BETWEEN SWITCH AND FIXTURES. D. ALL BATTERY EXIT SIGNS AND EMERGENCY LIGHTING TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LIGHTING CIRCUIT IN THE AREA. ### F M POWER SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION ELECTRICAL SWITCHBOARD EQUIPMENT, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) 'MSB' 'T##'DRY-TYPE TRANSFORMER, (SEE POWER RISER FOR ADDITIONAL INFORMATION) 'LA' ELECTRICAL PANELBOARD, (SEE POWER RISER AND PANEL SCHEDULES FOR ADDITIONAL INFORMATION) DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X30A/3P/3R (30A FUSES) COMBINATION STARTER & FUSED DISCONNECT SWITCH, SIZE/POLES/TYPE AS INDICATED. TYPES: 1=NEMA 1, 3R=NEMA 3R, 4X=NEMA 4X J JUNCTION BOX CR = CORD REEL; SEE DRAWINGS FOR INFORMATION CD = CORD DROP; SEE DRAWINGS FOR INFORMATION EQUIPMENT CONNECTION; COORDINATE CONNECTION WITH EQUIPMENT PRIOR TO ROUGH-IN MOTOR CONNECTION POWER AND/OR DATA SERVICE POLE FLOORBOX (SEE FLOORBOX SCHEDULE FOR ADDITIONAL INFORMATION) PUSHBUTTON STATION FB# SPECIAL RECEPTACLE (COORDINATE NEMA TYPE WITH EQUIP.) (REFER TO PANEL SCHEDULES FOR AMPS) CEILING MOUNTED DUPLEX RECEPTACLE (COORDINATE PLACEMENT WITH CEILING EQUIPMENT PRIOR TO ROUGH-IN) DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT GFCI-TYPE DOUBLE-DUPLEX RECEPTACLE, UL TAMPER-RESISTANT WHERE MOUNTED BELOW 5FT. RECEPTACLE AND EQUIPMENT SUBSCRIPTS AC ABOVE COUNTER WP WEATHERPROOF (UL LISTED WEATHER-RESISTANT) 42"MOUNTING HEIGHT AFF OR AFG IG ISOLATED GROUND S SURGE-PROTECTION TYPE REF REFRIGERATOR W WASHING MACHINE D DRYER (30A-240V RATED RECPT.) M MICROWAVE HVAC THERMOSTAT OR SENSOR; PROVIDE & INSTALL BACKBOX,3/4" CONDUIT AND CONDUCTORS TO ASSOCIATED HVAC UNIT. COORDINATE EXACT LOCATION & SIZE AND NUMBER OF CONDUCTORS WITH M.C. T SOR 30A/3P/3R SIZE 1 (30A FUSES) SMALL EXHAUST FAN CONNECTION TV 120V RECEPT. FOR TV; VERIFY HEIGHT WITH ARCH. DRAWINGS & ELEVATIONS USB 120V RECPT. WITH USB CHARGING PORTS DW/DISP DISHWASHER/DISPOSER, SPLIT-WIRE RECEPT. HALF TO BE CONTROLLED BY SWITCH FOR DISPOSER. (COORDINATE W/ MILLWORK AND INSTALL PER NEC 422.16(B)(2)). M/R MICROWAVE/RANGE HOOD (COORDINATE W/ MILLWORK) R ELECTRIC RANGE (50A-240V RATED RECPT.) GENERAL SPECIAL SYSTEM NOTES: A. ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL A GFCI TYPE RECEPTACLE FOR ALL RECPTACLES SHOWN IN TOILET RMS, BATHROOMS, KITCHENS/SERVING AREAS, ROOFTOP, OUTDOORS OR WITHIN 6FT OF ANY SINK, BASIN, TUB OR FLOOR SINK AND ALL OTHER AREAS DEFINED BY THE NEC. SPECIAL SYSTEMS SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED SYMBOL DESCRIPTION DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW)_D-X TELEPHONE OUTLET; _= # OF TELEPHONE CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T-X TELEPHONE/DATA OUTLET; _= # OF TELEPHONE/DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _T/_D-X CEILING MOUNTED DATA OUTLET; _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) _D-X A. COMMUNICATIONS CABLES SHALL HAVE BENDS NO GREATER THAN 90 DEG. B. CONDUITS FOR COMMUNICATIONS CABLING SHALL HAVE A MAXIMUM BEND RADIUS NOT MORE THAN 10X THE DIAMETER OF THE CONDUIT. C. ALL COMMUNICATIONS CONDUITS SHALL BE TERMINATED WITH AN INSULATED NON-METALLIC BUSHING AT BOTH ENDS. D. COMMUNICATIONS CONDUITS SHALL HAVE NO MORE THAN (2) 90'S WITHOUT A PULLBOX. PULL BOXES SHALL BE LOCATED IN ACCESSIBLE LOCATIONS AND SHALL BE SIZED AT LEASED 12X THE LARGEST CONDUIT DIAMETER IN LENGTH AND MIN, 4" DEEP AND 8" WIDE. E. IT SHALL BE THE RESPONSIBILITY OF THE E.C. TO INSURE THAT THE PATHWAY FOR THE DATA CABLING DOES NOT CREATE CABLE LENGTHS TO EXCEEDS THE LENGTH OF 295FT FROM OUTLET TO PATCH PANEL, THIS INCLUDES SERVICE LOOPS AND PATCH CORDS. F. WHERE CABLE TRAY IS UTILIZED IN THE PROJECT. COMMUNICATION CONDUITS ENDING AT THE CABLE TRAY SHALL EXTEND 1" OVER THE SIDE INTO THE TRAY. GENERAL SPECIAL SYSTEM NOTES: ###_D-X SPECIAL SYSTEMS NOTES: 1. UTILIZE 4 11/16" DEEP BOX WITH REQUIRED MUDRING AND CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING OR DATA RACK, TERMINATE WITH INSULATED THROAT BUSHING. PROVIDE QTY OF CABLES INDICATED FROM OUTLET TO NEAREST TELE/DATA ROOM. SEE DWGS FOR ADDITIONAL INFORMATION. UTILIZE J-HOOKS 3FT ON CENTER FOR SUPPORT OF CABLING WHERE CABLE TRAY IS NOT INSTALLED/SPECIFIED. 2. CONDUIT SIZE ('X' FROM ABOVE); 2=1/2", 3=3/4", 4=1", 5=1-1/4", 6=1-1/2" 3. BLANK (NO LABEL) = 4-11/16" DEEP BOX WITH REQUIRED MUDRING AND 1" CONDUIT TO ABOVE NEAREST ACCESSIBLE CEILING/CABLE TRAY, TERMINATE WITH INSULATED THROAT BUSHING, PROVIDE PULL STRING. (UNLESS OTHERWISE NOTED) WALL/FLOOR ELECTRICAL PATHWAY SLEEVE; INSTALL THROUGH WALL OR FLOOR AS INDICATED. SLEEVES SHALL BE ABOVE ACCESSIBLE CEILINGS IN ACCESSIBLE LOCATION, FIELD VERIFY EXACT LOCATION TO AVOID CONFLICT WITH OTHER TRADES AND UTILITIES. IF WALL/FLOOR IS NOT FIRE RATED E.C. MAY UTILIZED EMT CONDUIT SLEEVES OF EQUAL SIZE. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATINGS. (qty) = QUANTITY OF SLEEVES AT LOCATION EP2 = 2" HILTI SPEED SLEEVE CP-653-BA EP4 = 4" HILTI SPEED SLEEVE CP-653-BA ### FB# _D-X ELECTRICAL FLOORBOX REFER TO "ELECTRICAL FLOORBOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTES 1,2,3 BELOW) TV AND/OR AV BOX; WITH POWER, DATA AND/OR AV CONNECTIVITY ### = BOX ID: REFER TO "ELECTRICAL AV/TV BOX SCHEDULE" FOR INFORMATION. _= # OF DATA CABLES, X=CONDUIT SIZE (SEE NOTE #2 BELOW) INSTALL CONDUIT (SIZE AS INDICATED) FROM BOX TO NEAREST ACCESSIBLE CEILING SPACE W/ DATA CABLING/TERMINATIONS AS INDICATED ON DRAWINGS. WALL ### FLOOR (qty) (qty) A. E.C. SHALL REFER TO THE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL EQUIPMENT AND ELECTRICAL CONNECTIONS. B. E.C. SHALL PROVIDE MINIMUM WORKING CLEARANCE AS PER NEC BEFORE INSTALLING ANY ELECTRICAL PANELS OR CABINETS. SEE ELECTRICAL EQUIPMENT CLEARANCE DETAIL. C. INSTALL ALL LIGHT FIXTURES IN MECHANICAL ROOM AFTER THE MECHANICAL EQUIPMENT IS IN PLACE. ADJUST AS NECESSARY. PROVIDE CHAIN SUSPENSION KITS AS REQUIRED. D. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT FIXTURE LOCATIONS, CEILING TYPES, ETC. E. E.C. SHALL PROVIDE ALL CONCRETE PADS AS REQUIRED FOR ALL ELECTRICAL EQUIPMENT. F. CONFIRM EXACT LOCATIONS OF ALL TELEPHONE/DATA OUTLETS WITH OWNER PRIOR TO ROUGH-IN. G. LOCATE SWITCHES, OUTLETS, ETC., SHOWN AT ROOM ENTRY DOORWAYS, AS CLOSE TO DOOR FRAME AS POSSIBLE, SO AS NOT RO INTERFERE WITH ROOM CABINETS, ETC. H. SUPPORT ALL LIGHT FIXTURES INDEPENDENT OF CEILING. I. ELECTRICAL CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS FOR WORK AND PAY ASSOCIATED FEES. J. MAINTAIN 24" MIN. CLEARANCE FROM ALL COMMUNICATIONS CABLING AND ELECTRONIC BALLASTS. K. UNLESS SPECIFICALLY INDICATED OTHERWISE, E.C. SHALL COORDINATE WITH ANY SPECIAL SYSTEMS SUPPLIER/SHOP DRAWINGS; DENTAL, MEDICAL, KITCHEN, SPECIALIZED EQUIPMENT, ETC. FOR THE EXACT ROUGH-IN REQUIREMENTS FOR THEIR EQUIPMENT. ALSO UNLESS INDICATED OTHERWISE, THE E.C. TO BE RESPONSIBLE FOR FINAL ELECTRICAL CONNECTIONS TO ALL SPECIAL EQUIPMENT. L. ALL CONDUIT/RACEWAY/CABLES TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. IF ANY SURFACE WORK IS NECESSARY, IT SHALL BE APPROVED BY THE ARCHITECT/ENGINEER PRIOR TO INSTALLATION. M. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND THOROUGHLY INVESTIGATE THE EXISTING CONDITIONS, AS THEY RELATE TO THE SCOPE OF WORK DESCRIBED. MAKE NECESSARY PROVISIONS IN THE BASE BID TO ADEQUATELY ACCOMMODATE THESE CONDITIONS. N. DATA CABLING SYSTEM PRE-INSTALLATION CONFERENCE: 1. E.C. SHALL SCHEDULE A MEETING A MINIMUM OF FIVE CALENDAR DAYS PRIOR TO BEGINNING DATA CABLING INSTALLATION . ATTENDEES SHOULD INCLUDE OWNER’S REP., ENGINEER, GC, EC AND CABLING SUB. REFER TO SECTION 26 6210(1.4)(E) FOR ADDITIONAL INFORMATION. PROJECT GENERAL NOTES: ROCKY MOUNTAIN POWER CO. WWW.ROCKYMOUNTAINPOWER.NET CONTACT: DAN KUHL (503) 308-0233 dan.kuhl@evergreen-efficiency.com UTILITY LIGHTING REBATES & INCENTIVES: IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PREPARE ALL REQUIRED APPLICATIONS AND INFORMATION REQUIRED TO PROVIDE THE OWNER WITH THE MAXIMUM AMOUNT OF REBATE DOLLARS FROM THE LOCAL UTILITY COMPANY. THE ELECTRICAL CONTRACTOR SHALL SUBMIT VERIFICATION OF THE UTILITY COMPANY PRE-APPLICATION APPROVAL PRIOR TO ORDERING ANY MATERIALS. VISIT THE FOLLOWING UTILITY CO. WEBSITES FOR INFORMATION: TYPICAL DEVICE MOUNTING HEIGHTS: GENERAL COORDINATION NOTE: GENERAL DETAIL NOTES: FINISH FLOOR 1' - 6'' THERMOSTAT OR SENSORVERIFY WITH M.C. PRIOR TO LIGHT SW. (OR AS NOTED) * 4' - 0'' * 3' - 6'' (OR AS NOTED) RECEPTACLE @ MILLWORK BACKSPLASH CA B . D I M E N S I O N S PE R A R C H . D E T A I L 6" CABINET *E.C. SHALL COORDINATE ALL DEVICE MOUNTING HGTS. AND EXACT LOCATION WITH ARCHITECTURAL INTERIOR ELEVATIONS REPORT CONFLICTS TO ARCHITECT **PRIOR TO ROUGH-IN** ROUGH-IN. TYPICAL FOR ALL DEVICES MOUNTED ABOVE COUNTER (ie C.O.'S, DATA, PHONE etc.) A. B. C. D. ALL MOUNTING HEIGHTS TYPICAL UNLESS NOTED OTHERWISE. COORDINATE OUTLET HEIGHTS WITH ARCHITECTS MILLWORK DWGS. TO INSURE THAT OUTLETS WILL NOT FALL BEHIND CABINETS, BACKSPLASHES, OR INTERFERE WITH WAINSCOTING, ETC. ALL SWITCHES AND THERMOSTATS TO BE MOUNTED AS CLOSE TO DOOR JAMS AS POSSIBLE. COORDINATE ALL DEVICES WITH ARCHITECTURAL PLANS AND DETAILS. COORDINATE LIGHT SWITCH & OUTLET HEIGHTS WITH ARCHITECTURAL WAINSCOTING AND OR TILE WORK SO AS NOT TO FALL MIDWAY IN THESE FINISHES. FIRE 6' - 8'' FIRE ALARM NOTIFICATION DEVICE FIRE MANUAL PULL STATION HANDLE SHALL BE BETWEEN 42" & 48" AFF CABINET RECEPT. TELE/DATA OUTLET TV OUTLET ELECTRICAL EQUIP. CLEARANCE ELECTRICALEQUIPMENT NO T E # 1 N O T E #4 NOTE#3 NOTE#2 NOTES: 1. THE MINIMUM HEADROOM OF WORKING SPACE SHALL BE 6 1/2FT. 2. THE WIDTH OF THE WORKING SPACE SHALL BE THE WIDTH OF THE EQUIPMENT OR 30", WHICHEVER IS GREATER. THE PANEL DOOR SHALL OPEN AT LEAST 90 DEGREES. 3. ALL CIRCUIT BREAKERS, WHEN IN THIER HIGHEST POSITION, SHALL NOT BE MORE THAN 6FT 7 IN. ABOVE THE FINISHED FLOOR. 4. 3FT CLEARANCE IF 0-150V TO GROUND, 3.5FT CLEARANCE IF 151-600V TO GROUND. 4FT IF EXPOSED LIVE PARTS ON BOTH SIDES OF THE WORKING SPACE. GENERAL NOTES: A. ALL WORKING SPACE CLEARANCES ARE FROM THE FACE OF THE EQUIPMENT. 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:38 PM E0.0 EL E C T R I C A L S Y M B O L S & D E T A I L S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 As per eng ineer requirem ents, m inim um S E R siz e perm itted is # 1, washing m achine will require G FC I breaker. All other electrical work to com ply with 20 17 NE C . FS TS 'METER-PACK MP-1A' 'H' '1BC' '1B' '2B' SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) '1BC' '1BC''1BC' '1B' '1B''1B' '2B''2B' '2B' 'METER-PACK MP-1B' WP WP WP WP (TYP)FE2(TYP)FE2 11 'TTB' 2 'FACP'3 4 H-9 FX1 FX1 FX1 FX1 FX1 FX1 FIRE RISER (FIRST FLOOR ONLY) F5 F5 EH-1 120 V/1P750 W H-11 6" 3/4" C., 1#6 B.C. GRND. CONNECT TO BLDG. GROUND SYSTEM FINISH FLOOR TYPICAL CONDUIT/CABLING TO UNIT MEDIA CENTERS REFER TO TYP. UNIT PLANS 4'X8'X3/4" PLYWOOD PRIME & PAINT W/TWO COATS GREY ENAMEL (INSTALL ON WALLS AS INDICATED ON PLANS) ANCHOR SECURELY TO WALL W/ CONST. ADHESIVE. DOUBLE-DUPLEX OUTLET(S) PER PLANS 120V CIRCUIT PER PLANS PULL CORD INCOMING UTILITY SERVICECONDUIT(S) WITH INSULATED BUSHING. SEE SITE PLAN FOR SIZE & QTY GROUND BAR (SQ. D #PK27GTA) TELEPHONE, DATA, TV EQUIPMENT (TYP) FS D RA TSH CONTROL PANEL FIRE ALARM (FACP) 120V CRKT DOOR HOLDER CIRCUIT REMOTE ANNUNCIATOR CIRCUIT NOTIFICATION APPLIANCE CIRCUIT(S) F FIRE ALARM SYSTEM NOTES: • CONTRACTOR SHALL PROVIDE MONITORING OF FIRE ALARM SYSTEM, INITIATE WITH OWNER IN REGARDS TO SYSTEM MONITORING. • FIRE ALARM SYSTEM CONDUIT ROUTING SHALL BE DETERMINED BY THE ELECTRICAL CONTRACTOR AND FIRE ALARM CONTRACTOR TO MEET THE SPECIFIED DESIGN CRITERIA. • NOTIFICATION EXTENDER PANEL'S (NAC) SHALL BE PROVIDED AS NEEDED FOR THE CIRCUITING OF THE NOTIFICATION DEVICES AS INDICATED ON DRAWINGS. • ALL THE FIRE ALARM SYSTEM CABLING SHALL BE RUN IN CONDUIT. • CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND REQUIRED CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND OBTAIN A WRITTEN LETTER OF ACCEPTANCE OF THE PROPOSED SYSTEM. INCLUDE LETTER WITH SHOP DRAWING SUBMITTAL TO ENGINEER. • E.C. SHALL PROVIDE AND INSTALL CELLULAR ALARM COMMUNICATOR FOR FIRE ALARM SYSTEM MONITORING, TELGUARD TG-7FS LTE OR EQUAL. SYSTEM SHALL BE UL LISTED AND COMPLIANT WITH NFPA 72 REQUIREMENTS. PROVIDE NAC PANELS AS REQUIRED UL 864 CELLULAR ALARM COMM. FPS1 EOL FPS4 EOL SLC LOOP P D MMCM HVAC SHUTDOWN TO ADDITIONAL ADDRESSABLE DEVICES ADDRESSABLE A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 1 NEW UNDERGROUND SECONDARY; SEE POWER RISER FOR ADDITIONAL INFORMATION. 2 (1) 4" CONDUIT FOR TELECOMMUNICATIONS SERVICE TO BUILDING AND (1) 2" CONDUIT FOR CABLE TV SERVICE TO BUILDING. STUB CONDUITS TO LOCATIONS AS SPECIFIED BY LOCAL TELEPHONE AND CABLE TV PROVIDERS, PROVIDE WITH PULL-STRING. COORDINATE WITH LOCAL UTILITIES AS INDICATED IN GENERAL NOTES 3 PROVIDE MONITORING OF FLOW AND TAMPER SWITCHES; VERIFY EXACT NUMBER OF SWITCHES WITH FIRE SPRINKLER CONTRACTOR. 4 INSTALL FIRE BELL AND HORN/STROBE ABOVE FIRE DEPT. CONNECTION; FIELD LOCATION, COORDINATE LOCATION WITH FIRE SPRINKLER CONTRACTOR PRIOR TO ROUGH-IN. 16'8'0" 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:39 PM E1.1 1S T F L O O R E L E C T R I C A L P L A N S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 1/8" = 1'-0"1 1ST FLOOR OVERALL ELECTRICAL PLAN FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MTG NOTES F1 LARGE SURFACE DISK LIGHT SURFACE F2 SMALL SURFACE DISK LIGHT SURFACE F3 LED MONOPOINT PENDANT FIXTURE PENDANT F4 VANITY LIGHT ABOVE MIRROR F5 2FT LED STRIP, W/ INTEGRAL OCC. SENSOR SURFACE PROVIDE WITH INTEGRAL OCC. SENSOR FE1 EXTERIOR LED WALL PACK WALL CONTROL WITH TIMECLOCK/PHOTOCELL FE2 SURFACE MOUNT LED SURFACE FX1 WALL MOUNTED EXTERIOR EMERGENCY EGRESS LIGHT, W/HEATER, 90 MIN. BATTERY PACK WALL PROVIDE UNSWITCHED POWER TO FIXTURE SCALE: NONEATELEPHONE TERMINAL BOARD (TTB) SCALE: NONEBFIRE ALARM RISER DIAGRAM '1BC' '1B' '2B' SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0)SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) '1BC' '1BC''1BC' '1B' '1B''1B' '2B''2B' '2B' WP WP FE1 FE1 FE1 FE1 (TYP)FE2(TYP)FE2 FE1FE1 FE1 FE1 FE1 FE1 FE1FE1 FX1 FX1 FX1 FX1 FX1 FX1 A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 16'8'0"13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:41 PM E1.2 2N D F L O O R E L E C T R I C A L P L A N S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: SCALE: 1/8" = 1'-0"1 2ND FLOOR OVERALL ELECTRICAL PLAN '1BC' '1B' '2B' SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (1/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (2/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) SEE TYP. UNIT PLAN (3/E2.0) '1BC' '1BC''1BC' '1B' '1B''1B' '2B''2B' '2B' WP WP (TYP)FE2(TYP)FE2 FX1 FX1 FX1 FX1 FX1 FX1 A. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES: KEY NOTES:# 16'8'0"13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:42 PM E1.3 3R D F L O O R E L E C T R I C A L P L A N S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 FIRE ALARM SYSTEM SHALL BE DESIGN BUILD BY THE ELECTRICAL CONTRACTOR. PROVIDE AND INSTALL AS REQUIRED BY CURRENT ADOPTED INTERNATIONAL FIRE CODE AND LOCAL AHJ REQUIREMENTS. PROVIDE ALL DOCUMENTATION, DRAWINGS, VOLTAGE DROP AND BATTERY CALCULATIONS AND ECT. TO THE CITY FOR PERMITTING AND INSTALLATION. A. NFPA ALLOWS NOTIFICATION APPLIANCES TO BE MOUNTED AT A HEIGHT RANGE BETWEEN 80" TO 96" ABOVE FINISH FLOOR. THE PREFERRED HEIGHT IS 80". IF THIS CONFLICTS WITH OTHER TRADES OR ROOM FURNISHINGS, LOCATE AS CLOSE TO 80" AS POSSIBLE, NOT EXCEEDING 96". ALL NOTIFICATION APPLIANCES IN A COMMON ROOM OR LINE OF SIGHT SHALL BE LOCATED AT A COMMON HEIGHT. B. MOUNT PULL STATIONS AT 46-48" A.F.F. TO THE OPERATING HANDLE TO MEET ADA REQUIREMENTS. C. IN CORRIDORS, NOTIFICATION APPLIANCES MUST BE LOCATED WITHIN 15' FROM ENDS OF CORRIDORS AND A MAXIMUM OF 100' SPACING. D. PROVIDE THE REQUIRED CANDELA RATING OF ALL NOTIFICATION APPLIANCES ACCORDING TO ROOM SIZE,ETC. E. NOTIFICATION APPLIANCES TO BE SYNCHRONIZED TO PROVIDE A 3-3-3 TEMPORAL PATTERN. F. ALL DWELLING UNITS SHALL BE PROVIDED WITH MULTI-STATION SMOKE & CARBON MONOXIDE DETECTORS AND LOW FREQUENCY NOTIFICATION DEVICES IN COMPLIANCE WITH NFPA 72, ADA UNITS SHALL BE PROVIDED WITH AUDIBLE AND VISIBLE NOTIFICATION DEVICES. G. ALL NOTIFICATION DEVICES LOCATED IN SLEEPING ROOMS SHALL BE 177 CANDELA. FIRE ALARM SYSTEM: SCALE: 1/8" = 1'-0"1 3RD FLOOR OVERALL ELECTRICAL PLAN M M F 3 3 3 3 M M F 3 3 3 3 3 3 3 3 3 3 M M M 3 3 FF 3 3 3 3 - - SEE TYP. DWELLING UNIT LOAD SCHEDULE - - - - PANEL FEED TOP DIMENSIONS FEED BOTTOM AIC RATING AMPS WATTS FEEDER CONDUCTOR SIZE: TOTAL LOAD/PHASE REMARKS: 35 37 41 39 25 27 29 33 31 19 17 23 21 LOAD NAME 7 11 15 13 9 NO. 3 5 1 LOCATION MAKE/MODEL CLASS CIR WIRE SIZE LLAMPEA B AMPE LOAD/POLE MAIN LUGS MAIN BRKR. BRK PO AMPS PO BRK 40 42 36 38 26 34 32 30 28 22 24 18 20 LOAD NAME 8 16 14 10 12 4 6 2 NO. CIR SURFACE FLUSHAMPS - - - - - - - - - - - - - - - - - - - WIRE SIZE SQ. D QO LOAD CENTER SEE UNIT DWG. 120/208V, 1PH, 3W TYPICAL UNIT 14"W x 24"H x 4"D PROVIDE PANEL WITH A LOCKABLE COVER LIGHTING/RECEPTS #12 Cu 20 1 SMOKE/CO2 DETECTORS #12 Cu 20 1 WATER HTR 230 **30 * WASHING MACH. (NOTE#3) #12 Cu 20 1 DRYER #10 Cu 30 2 30 *#10 Cu** PREPARED SPACE SMALL APPLIANCE CRKT LIGHTING/RECEPTS #12 Cu201 #12 Cu201 DISHWASHER/DISPOSER#12 Cu201 RANGE HOOD/MICROWAVE#12 Cu201 HVAC UNIT (NOTE #2)### Cu##2 ##***### Cu RANGE#8 Cu402 40***#8 Cu PREPARED SPACE SPARE201 NOTE #1 THIS PANEL SCHEDULE IS TYPICAL AND REFERENCE FOR THE BRANCH CIRCUIT REQUIREMENTS OF THE DWELLING UNITS; REFER TO TYPICAL DWELLING UNIT SCHEDULE FOR SERVICE/FEEDER SIZE AND MAIN BREAKER RATING BASE ON DWELLING UNIT TYPE. NOTE #2 1-BED UNITS F-1: 15A/2P, #12 Cu 2-BED UNITS F-2: 20A/2P, #12 Cu NOTE #3 UTILIZED GFCI TYPE CIRCUIT BREAKER AS REQUIRED BY 2020 NEC. #10 Cu #10 Cu TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 40FT : 22k AIC FEEDER LENGTHS GREATER THAN 40FT: 10k AIC NOTE#1 GENERAL LOADS TYPICAL DWELLING UNIT EXAMPLE 1200 SQ FT UNIT X 3 VA PER SQ FT SUB-TOTAL (HVAC LOAD) HVAC LOADS APPLICATION OF DEMAND FACTORS ELECTRICAL LOAD CALCULATIONS SERVICE SIZE RECOMMENDED SERVICE SIZE IN AMPS MIN. SERVICE SIZE IN AMPS (19,000VA @ 120/208 1PH. 3W) REMAINDER (16000) @ 40% HVAC LOAD @ 100% PER NEC BREAKER FIRST 10000 @ 100% TOTAL DEMAND GENERAL LOAD PER NEC 220.82 HVAC LOAD (HEATING & COOLING) GENERAL LIGHTING/POWER SMALL APPLIANCE (KITCHEN) 2-CIRCUITS 10,000 VA 19,000 VA 91 AMPS (SEE NOTE#1) = = = =3,000 VA 3,600 VA 3,000 VA= = 26,000 VASUB-TOTAL (GENERAL LOADS) RANGE LOAD DRYER DISHWASHER DISPOSAL = = = = 10,000 VA 5,000 VA 400 VA 1,000 VA 3,000 VA 6,400 VA 3,000 VA SMALL APPLIANCE (LAUNDRY) 1-CIRCUITS SMALL APPLIANCE (BATH) 1-CIRCUITS 1,500 VA= 1,500 VA= NOTE #1 THIS CALCULATION IS A TYPICAL EXAMPLE OF THE DWELLING UNIT LOAD CALCULATIONS USED AND IS FOR REFERENCE ONLY; REFER TO THE TYPICAL DWELLING UNIT LOAD SCHEDULE FOR ACTUAL LOAD INFORMATION FOR THE SPECIFIC DWELLING UNITS. (SEE NOTE#1) APARTMENT UNIT PANEL VOLTAGE DROP SCHEDULE 208 VOLT, 1 PHASE, #1 AL SER CABLE* - MAXIMUM LENGTH OF 200' #1/0 AL SER CABLE* - MAXIMUM LENGTH OF 260' #2/0 AL SER CABLE* - MAXIMUM LENGTH OF 330' #3/0 AL SER CABLE* - MAXIMUM LENGTH OF 400' #4/0 AL SER CABLE* - MAXIMUM LENGTH OF 500' FEEDER SIZE TO APARTMENT UNIT PANELS SHALL BE DETERMINED FROM THE FOLLOWING SCHEDULE, THIS TABLE IS BASED ON ALUMINUM SER CABLE. COPPER CONDUCTORS MAY BE UTILIZED, BUT ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VOLTAGE DROP CALCULATIONS AND FEEDER SIZES TO ALLOW FOR A MAXIMUM OF 3% VOLTAGE DROP AT PANEL. * GROUNDING CONDUCTOR OF SER CABLE SHALL BE PROPORTIONATELY INCREASED IN SIZE PER NEC 250.122(B) '1BC' WP 1 REF R M/R/72" AC AC DW/DISP 30" 2 AC F1 F3 F3 (TYP)F2 F2 D F1 F4 F2 F2 F2 F2 (TYP)F2 F1 WTR HTR F-1 42" '1B' D REF ACACM/R/72"R DW/DISP AC 2 1 F4 F2 F2 F2 F2 F1 F1 F2 (TYP)F2 F3 F3 30" WP WTR HTR F-1 42" WP AC AC '2B' D RM/R/72"ACAC AC REF 30"30" DW/DISP 2 1 F3 F3 F1 F1 F1 F2 F2 F2 F2 F2 F2 (TYP)F2 (TYP)F2 F4 F4 F2 WTR HTR F-2 42" A. PROVIDE ARC-FAULT PROTECTION FOR ALL 120V, 15A & 20A BRANCH CIRCUITS IN BEDROOMS AS PER IDAHO EXEMPTIONS TO THE 2017 NEC. B. PROVIDE AND INSTALL ALL REQUIRED DEVICES AND CIRCUITS REQUIRED IN A DWELLING UNIT AS DESCRIBED BY THE CURRENT NEC THAT IS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION; REFER TO NEC SECTION 210.11 AND 210.50. C. TAMPER-PROOF RECEPTACLES SHALL BE INSTALLED IN ALL AREAS OF THE DWELLING UNITS; REFER TO NEC SECTION 406.11 OF THE NEC. D. EVEN IF SPECIFICALLY INDICATED ON THE DRAWINGS, ALL DEVICES SHOWN AT OR NEAR MILLWORK/CASEWORK SHALL BE COORDINATED WITH THE ARCHITECTURAL ELEVATION DRAWINGS AND MILLWORK INSTALLER TO INSURE PROPER MOUNTING HEIGHTS. CONTRACTOR SHALL ADJUST DEVICES AS NECESSARY IN ORDER TO POSITION DEVICES SUCH THAT THEY WILL NOT FALL BEHIND MILLWORK, CABINETS OR BE DIRECTLY ABOVE SINKS OR MIDWAY BETWEEN TILEWORK/WALL OR WAINSCOATING, ETC. E. ALL CLOSET FIXTURES SHALL BE FULLY ENCLOSED PER THE NEC. F. PROVIDE GFCI RECEPTACLES AS REQUIRED BY THE NEC WETHER SHOWN OR NOT. G. E.C. SHALL REFER TO BUILDING FLOOR PLANS AND ARCHITECTURAL DRAWINGS FOR SPECIFIC UNIT ORIENTATION AND LAYOUT AS UNITS MAY BE MIRRORED OR HAVE SLIGHT WALL MODIFICATIONS FROM TYPICAL UNIT SHOWN. E.C. SHALL ADJUST OUTLETS, LIGHTING AND ETC. TO MATCH ACTUAL ORIENTATION. GENERAL NOTES: KEY NOTES:#8'4'0" TYPICAL DWELLING UNIT LOAD SCHEDULE UNIT TYPE DESCRIPTION UNIT SQFT QUANTITY GENERAL LOAD (PER UNIT) APPLIANCE LOAD (PER UNIT) HVAC LOAD (PER UNIT) TOTAL CONN. LOAD (PER UNIT) TOTAL DEMAND LOAD (PER UNIT) TOTAL DEMAND AMPS (PER UNIT) RECOMMENDED SERVICE SIZE BRKR SIZE FEEDER SIZE 1B 1-BEDROOM UNIT 600 12 6300 VA 18900 VA 2200 VA 27400 VA 18280 VA 88 A 100 A 100 A #1 AL SER CABLE W/ GND 1BC 1-BEDROOM CORNER UNIT 740 12 6720 VA 18900 VA 2200 VA 27820 VA 18448 VA 89 A 100 A 100 A #1 AL SER CABLE W/ GND 2B 2-BEDROOM UNIT 970 12 7410 VA 18900 VA 2700 VA 29010 VA 19224 VA 92 A 100 A 100 A #1 AL SER CABLE W/ GND 8'4'0" 8'4'0" 1 PROVIDE AND INSTALL STRUCTURED MEDIA CENTER PANEL FLUSH IN WALL FOR UNIT TV AND DATA SERVICES, FIELD VERIFY LOCATION WITH OWNER PRIOR TO ROUGH-IN. E.C. SHALL PROVIDE AND INSTALL SERVICE CABLING FROM PANEL TO UTILITY DEMARC LOCATION. UTILIZE LEVITON OR EQUAL, REFER TO DETAIL FOR ADDITIONAL INFORMATION. 2 RECEPTACLE MOUNTED IN ACCESSIBLE LOCATION UNDER SINK FOR DISHWASHER & DISPOSER. SPLIT-WIRE RECEPTACLE SO HALF IS CONTROLLED BY SWITCH FOR GARBAGE DISPOSAL OPERATION. FIELD COORDINATE LOCATION WITH MILLWORK INSTALLER. SCALE: NONEARESIDENTIAL - LEVITON MEDIA CENTER DETAIL FIRE RATING NOTES: A. ALL RECESSED DEVICE BOXES INSTALLED IN FIRE RATED WALLS BETWEEN UNITS SHALL BE INSTALLED IN SUCH A MANNER AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. SCALE: 1/4" = 1'-0"1 TYP. 1-BEDROOM CORNER UNIT ELECTRICAL PLAN 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:44 PM E2.0 TY P I C A L U N I T P L A N S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 SCALE: 1/4" = 1'-0"2 TYP. 1-BEDROOM UNIT ELECTRICAL PLAN SCALE: 1/4" = 1'-0"3 TYP. 2-BEDROOM UNIT ELECTRICAL PLAN BLDG. STEEL WATER MAIN GROUND BAR AT MAIN TTB GRND RODS STAND-OFF GROUND BAR LOCATED NEXT TO SERVICE EQUIP. GROUND BAR SHALL BE ERICO #EGBA14412CC OR EQUAL. PROVIDE AND INSTALL ALL REQ'D LUGS & TERMINALS. MAIN SERVICE EQUIPMENT #1 G N NEUTRAL TO GND BOND AT THIS POINT ONLY (TYPICAL) #3/0 Cu #4 C u CONCRETE ENCASED ELECTRODE 3/ 4 " C . , 1 # 6 C u #3 / 0 C u #3 / 0 C u #6 C u BOND TO FIRE SPRINKLER RISER #3 / 0 C u MAIN SERVICE EQUIPMENT #2 G N #3/0 Cu PANEL 'H' MAIN FLOOR METER-PACK 'MP-1A' 208Y/120V 3P,4W 600A, MBR UTILITY TRANSFORMER BY LOCAL UTILITY CO. PAD AND VAULT PROVIDED AND INSTALLED BY ELECT. CONTRACTOR UNDERGROUND PRIMARY; CONDUIT AND TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. FAULT CURRENT CALULATIONS WERE BASED ON INFINITE BUS, WITH AN ESTIMATED 300KVA TRANSFORMER WITH A 2.0%Z. GROUNDING ELECTRODE SYSTEM (A/E3.0) 1-PHASE METER SECTIONS *41,635A M M M M #13 #14 #15 #16 M M M M M M M M M M M M #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 M M M M #17 #18 #19 #20 1-PHASE METER SECTIONS REFER TO DWELLING UNIT LOAD SCHEDULE 3-PHASE MAIN SECTION UNDERGROUND SECONDARY; CONDUIT AND TRENCHING BY E.C. CONDUCTORS BY UTILITY CO. TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 40FT : 22k AIC FEEDER LENGTHS GREATER THAN 40FT: 10k AIC *17,054A TYP. UNIT PANEL METER-PACK 'MP-1B' 208Y/120V 3P,4W 600A, MBR 1-PHASE METER SECTIONS *41,635A M M M M #13 #14 #15 #16 M M M M M M M M M M M M #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 #12 M M M M #17 #18 #19 #20 1-PHASE METER SECTIONS REFER TO DWELLING UNIT LOAD SCHEDULE 3-PHASE MAIN SECTION TYP. APARTMENT PANEL AIC RATINGS SHALL BE AS FOLLOWS: FEEDER LENGTHS LESS THAN 40FT : 22k AIC FEEDER LENGTHS GREATER THAN 40FT: 10k AIC TYP. UNIT PANEL SCALE: NONEABLDG GROUNDING ELECTRODE SYSTEM DETAIL SCALE: NONE1POWER RISER DIAGRAM POWER RISER FEEDER SCHEDULE SOURCE LOAD # OF CONDUIT RUNS CONDUIT SIZE FEEDER SIZE CONDUCTOR TYPE LOAD AMPS FEEDER BREAKER SIZE METER-PACK MP-1A PANEL H 1 1 1/4" 2-#3, 1-#3, 1-#8 COPPER - UG 25 A 100 A FEEDER SCHEDULE LEGEND & NOTES QTY & SIZE OF PHASE CONDUCTOR(S) QTY-#PHASE SIZE, QTY-#NEUTRAL SIZE, QTY-#GROUND SIZE QTY & SIZE OF NEUTRAL CONDUCTOR(S) QTY & SIZE OF GROUND CONDUCTOR(S) 1. # OF RUNS INDICATES THE NUMBER OF PARALLEL RUNS FOR THE FEEDER. 2. FEEDER SIZE IN SCHEDULE IS AS INDICATED BELOW: 13053 STATEOFIDAHOSHAWNA.M E A D ORREGISTEREDRP OFESSIONALENGIN EE R 1823 E. Center Pocatello, Idaho 83201 tel (208) 232-4439 www.payneengineeringinc.com Engineering Inc. Consulting Engineers 11 5 2 B O N D A V E N U E - S u i t e A RE X B U R G , I D A H O 8 3 4 4 0 VO I C E ( 2 0 8 ) 3 5 9 - 2 3 0 9 F A X ( 2 0 8 ) 3 5 9 - 2 2 7 1 WW W . J R W A . C O M Job Number: Date: Drawn By: STRUCTURAL ENGINEERING Frost Structural Engineering 1020 Lincoln Road Idaho Falls, ID 83401 Tel: (208) 227-8404 Fax: (208) 227-8405 MECHANICAL ENGINEERING Engineered Systems Assoc. 1335 East Center Street Pocetello, Idaho 83204 Tel:(208) 233-0501 Fax:(208) 233-0529 ELECTRICAL ENGINEERING Payne Engineering INC. 1832 East Center Street Pocetello, Idaho 83201 Tel: (208) 232-4439 Fax: (208) 232-1435 Checked By: Plot Date: Consultants: Drawing Number: Revisions: Pr o j e c t : Dr a w i n g T i t l e : ® J R W & A S S O C I A T E S , P L L C . D R A W I N G S A N D D E S I G N S A R E PR O T E C T E D B Y C O P Y R I G H T A N D T H E A R C H I T E C T R E T A I N S T O TA L O W N E R S H I P A N D C O N T R OL . A N Y U N A U T H O R I Z E D U S E O F D R A W I N G S , D E S I G N S O R I D EA S W I T H O U T W R I T T E N C O N S E N T O F T H E A R C H I T E C T I S P R O HI B I T E D OF SAM TEP P.E. #:2290 9/16/22 9/15/2022 4:06:45 PM E3.0 PO W E R R I S E R D I A G R A M & S C H E D U L E S 870 SW E E T W A T E R A P A R T M E N T S JULY, 2022 RE X B U R G ID A H O RE X B U R G , I D A H O 16 Dwelling Unit 505380 VA 38.00% 192044 VA TOTAL DEMAND AMPS:548 A Receptacle 1800 VA 100.00% 1800 VA TOTAL CONN. AMPS:1417 A Other 500 VA 100.00% 500 VA TOTAL DEMAND VA:197 kW Lighting 2310 VA 100.00% 2310 VA TOTAL CONN. VA:511 kW Elec. Heating 750 VA 100.00% 750 VA LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84) 20 PREPARED SPACE 1 -- -- 19 PANEL H 2 100 A 5 kW 18 2-BED 3RD FLOOR 2 100 A 29 kW 17 1-BED 3RD FLOOR 2 100 A 28 kW 16 1-BED 3RD FLOOR 2 100 A 27 kW 15 1-BED 3RD FLOOR 2 100 A 27 kW 14 2-BED 3RD FLOOR 2 100 A 29 kW 13 1-BED 3RD FLOOR 2 100 A 28 kW 12 2-BED 2ND FLOOR 2 100 A 29 kW 11 1-BED 2ND FLOOR 2 100 A 28 kW 10 1-BED 2ND FLOOR 2 100 A 27 kW 9 1-BED 2ND FLOOR 2 100 A 27 kW 8 2-BED 2ND FLOOR 2 100 A 29 kW 7 1-BED 2ND FLOOR 2 100 A 28 kW 6 2-BED 1ST FLOOR 2 100 A 29 kW 5 1-BED 1ST FLOOR 2 100 A 28 kW 4 1-BED 1ST FLOOR 2 100 A 27 kW 3 1-BED 1ST FLOOR 2 100 A 27 kW 2 2-BED 1ST FLOOR 2 100 A 29 kW 1 1-BED 1ST FLOOR 2 100 A 28 kW METER #CIRCUIT DESCRIPTION POLES BRK AMPS Load REMARKS SERVICE ENTRANCE RATED NOTES: MFGR/MODEL:Square D/EZ-METER-PAK ENCLOSURE:Type 3R AIC RATING:42k MBR RATING:600 A PHASE/WIRES:3P / 4W RATING:600 A VOLTAGE:120/208 Wye PANEL TYPE:MBR METER PACK: METER-PACK MP-1A TOTAL DEMAND AMPS:533 A TOTAL CONN. AMPS:1403 A TOTAL DEMAND VA:192 kW TOTAL CONN. VA:505 kW Dwelling Unit 505380 VA 38.00% 192044 VA LOAD TYPE CONN. LOAD % DEMAND EST. DEMAND METER PACK TOTALS METER PACK LOAD SUMMARY (DEMAND % PER NEC TABLE 220.84) 20 PREPARED SPACE 2 -- -- 19 PREPARED SPACE 2 -- -- 18 2-BED 3RD FLOOR 2 100 A 29 kW 17 1-BED 3RD FLOOR 2 100 A 28 kW 16 1-BED 3RD FLOOR 2 100 A 27 kW 15 1-BED 3RD FLOOR 2 100 A 27 kW 14 2-BED 3RD FLOOR 2 100 A 29 kW 13 1-BED 3RD FLOOR 2 100 A 28 kW 12 2-BED 2ND FLOOR 2 100 A 29 kW 11 1-BED 2ND FLOOR 2 100 A 28 kW 10 1-BED 2ND FLOOR 2 100 A 27 kW 9 1-BED 2ND FLOOR 2 100 A 27 kW 8 2-BED 2ND FLOOR 2 100 A 29 kW 7 1-BED 2ND FLOOR 2 100 A 28 kW 6 2-BED 1ST FLOOR 2 100 A 29 kW 5 1-BED 1ST FLOOR 2 100 A 28 kW 4 1-BED 1ST FLOOR 2 100 A 27 kW 3 1-BED 1ST FLOOR 2 100 A 27 kW 2 2-BED 1ST FLOOR 2 100 A 29 kW 1 1-BED 1ST FLOOR 2 100 A 28 kW METER #CIRCUIT DESCRIPTION POLES BRK AMPS Load REMARKS SERVICE ENTRANCE RATED NOTES: MFGR/MODEL:Square D/EZ-METER-PAK ENCLOSURE:Type 3R AIC RATING:42k MBR RATING:600 A PHASE/WIRES:3P / 4W RATING:600 A VOLTAGE:120/208 Wye PANEL TYPE:MBR METER PACK: METER-PACK MP-1B S = SHUNT-TRIP BREAKER G = GFCI BREAKER R = RED HANDLED, LOCK-OUT TYPE A = ARC-FAULT BREAKER GP = GFEPD BREAKER LCP = CRKT TO BE ROUTED THROUGH LTG CONTROL PANEL BRK NOTES: TOTAL ESTIMATED DEMAND AMPS:25 A TOTAL AMPS:25 A 26 A TOTAL LOAD:2.6 kVA 2.7 kVA 23 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 24 21 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 22 19 PREPARED SPACE -- -- 1 -- -- 1 -- -- PREPARED SPACE 20 17 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 18 15 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 16 13 SPARE -- 125 A 1 0 0 1 125 A -- SPARE 14 11 Elec. Heating 20 A 1 750 0 1 125 A -- SPARE 12 9 Receptacle 20 A 1 360 0 1 125 A -- SPARE 10 7 FACP 20 A 1 500 600 1 20 A Lighting 8 5 Receptacle 20 A 1 360 560 1 20 A Lighting 6 3 Receptacle 20 A 1 360 560 1 20 A Lighting 4 1 Receptacle 20 A 1 720 590 1 20 A Lighting 2 CKT CIRCUIT DESCRIPTION NOTE AMPS P A B P AMPS NOTE CIRCUIT DESCRIPTION CKT NOTES: MFG & MODEL:SQ. D/QO LOADCENTER DIMENSIONS:20"W x 3.75"D x *"H FEED:BOTTOM ENCLOSURE:NEMA 1 BUSSING:SEE SPEC'S MBR AMPS:N/A MOUNTING:SURFACE WIRES:3 PANEL AMPS:100 A FED FROM:METER-PACK MP-1A PHASES:1 PANEL TYPE:MLO SWEETWATER APARTMENTS LOCATION: VOLTAGE:120/208 Single A.I.C. RATING:22k PROJECT: PANEL: H PAYNE ENGINEERING