The URL can be used to link to this page

Home My WebLink AboutAPPROVED PLANS 3.1.24 - 23-00908 - Aveyo Solar - AdditionAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Alex Owens Alex.Owens@rexburg.org 208-372-2172 Description : Aveo Solar - Addition Address : 460 W 4th S Record Type : Commercial - Addition Document Filename : AVEO SOLAR BUILDING REMODEL 3.1.24.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00908 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments T1.1 Stamp Cody Jones : Building Open 1 Approved - Building Inspector T1.1 Free Text Cody Jones : Building Open 1 All construction and material used to comply with IBC 2018 and City Ordinance. T1.1 Stamp Alex Owens : Electrical Open 1 Approved - Electrical Inspector T1.1 Free Text Alex Owens : Electrical Open 1 All electrical work must comply with 2017 NEC. As per Rocky Mountain Power, available fault current at the transformer is 64,033. Electrician agreed to install a 65,000 aic main breaker. Commercial - Addition Approval of plans does not constitute approval of variance from code COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E T1 . 1 Sh e e t : 1 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: TI T L E SH E E T S Sh e e t : 1 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S TI T L E SH E E T AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 PROJECT INDEX TITLE SHEETS SITE PLANS FLOOR PLANS ROOF PLANS ELEVATIONS SECTIONS DETAILS & SCHEDULES TITLE FOUNDATION FLOOR FRAMING FRAMING ROOF FRAMING DETAILS Electrical T1.1 T1.2 T1.3 A1.1 A2.1 A2.2 A2.3 A3.1 A3.2 A4.1 A4.2 A4.3 A4.4 A5.1 A5.2 A5.3 A6.1 A6.2 G-101 G-102 S-101 S-201 S-202 S-301 S-302 S-303 S-401 R-101 E1 E2 E3 TITLE SHEET CODE SHEETS GENERAL NOTES SITE LOWER LEVEL PLANS MAIN LEVEL SECOND LEVEL ROOF PLANS ROOF DETAILS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS SECTIONS SECTIONS SECTIONS SCHEDULES & DETAILS WINDOW & DOOR SCHED... COVER SHEET GENERAL NOTES FOUNDATION MAIN FLOOR FRAMING SECOND FLOOR FRAMING BASEMENT FRAMING MAIN LEVEL FRAMING SECOND LEVEL FRAMING ROOF FRAMING DETAILS BASEMENT ELECTRICAL MAINFLOOR ELECTRICAL SECOND FLOOR ELECTRI... MARKDATETransmittal Set Name 0112/20/2023City Review BACK RIGHT BACK LEFT FRONT RIGHTFRONT LEFT A CUSTOM REMODEL OF THE FRONTIER PIES BUILDING FOR: AVEO SOLAR BBÑWBWUKI>USBÑOFI@ÑCLJKÑUFCGBQÑO>K= ½¤ÁÑAÑJÑGWIÑEFU@QÑ#FLEKS>E CFOWI8ÑSMS>BSTBWÑ;SLBKÑULIIWEKÑSKÑK=W KISEJ;FICWIÑ>JÑÂ8ÃÃÑBWUKI>U>SEÑ S<IWW9ÑKFÑ>EJKSBBÑSÑÂ8ÑS>UÑCS>EÑ TIWS@WI BBÑUFEJKILUK>FEÑSE9ÑCSKWI>SBÑLJW9ÑKFÑUFCGBQÑO>K=Ñ Ñ½¤ ÑSE9Ñ>KQÑ% I9>ESEUW COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E T1 . 2 Sh e e t : 2 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: TI T L E SH E E T S Sh e e t : 2 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S CO D E SH E E T S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 UP UP D DN D N DN 8 B B C B B B 7 6 Z1 5 3 Z1 Z1 Z1 Z1 Z1 4 4 Z1 4 Z14 3 E F 3 DW Tr a v e l Di s t a n c e = 8 2 ' OCCUPANT LOAD AT BOTTOM OF STAIRW NR OCCUPANT LOAD: UPPER FLOOR: 31 MAIN FLOOR: 21 LOWER FLOOR: 24 TOTAL AT EXIT: 75 MIN. WIDTH : 15" PROVIDED: 72" PARKING REQ'MTS: BUSINESS SQUARE FEET: 6767 SF STALLS (BUSINESS): 21 (20.301) WOMEN'S 154 sq ft MEN'S 155 sq ft OFFICE #4 153 sq ft OFFICE #3 251 sq ft OFFICE #2 241 sq ft OFFICE #1 383 sq ft CONFERENCE RM 540 sq ft RECEPTION 280 sq ft BREAK AREA 99 sq ft OPEN SPACE 3,999 sq ft STAIRWELL 151 sq ft STAIRWELL 162 sq ft MAIN FLOOR OFFICES 6,767 sq ft F OCCUPANT LOAD: UPPER FLOOR: 0 MAIN FLOOR: 28 LOWER FLOOR: 0 TOTAL AT EXIT: 28 MIN. WIDTH: 5.6" PROVIDED: 72" DN UP DO W N UP Tr a v e l Di s t a n c e = 11 2 ' OCCUPANT LOAD AT TOP OF STAIRW NS OCCUPANT LOAD AT TOP OF STAIRW NR PARKING REQ'MTS: BUSINESS SQUARE FEET: 2992 SF STALLS (BUSINESS): 9 (8.976) STAIRWELL 156 sq ft OFFICE #15 170 sq ft OFFICE #14 188 sq ft OFFICE #5 154 sq ft OFFICE #6 160 sq ft OFFICE #7 153 sq ft OFFICE #8 150 sq ft OFFICE #9 219 sq ftOFFICE #13 180 sq ft OFFICE #12 180 sq ft OFFICE #11 308 sq ft OFFICE #10 222 sq ft CONF. RM. 373 sq ft STAIRWELL 147 sq ft SECOND FLOOR OFFICES 2,992 sq ft CORRIDOR 436 sq ft UP UP UP UP 2 1 Tr a v e l Di s t a n c e = 75 ' Tr a v e l Di s t a n c e = 74 ' Tr a v e l Di s t a n c e = 50 ' Travel Distance= 62' OCCUPANT LOAD: LOWER FLOOR: 24 TOTAL AT STAIR: 24 OCCUPANT LOAD: LOWER FLOOR: 15 TOTAL AT EXIT: 15 PARKING REQ'MTS: STORAGE SQUARE FEET: 5717 SF STALLS (WAREHOUSE): 2 (1.143) BASEMENT STORAGE 5,717 sq ft STORAGE 2,091 sq ft STORAGE 886 sq ft STORAGE 1,522 sq ft MENS 139 sq ft WOMENS 134 sq ft MECH. 60 sq ft MECH. 132 sq ft STAIRWELL 68 sq ft STAIRWELL 305 sq ft STAIRWELL 220 sq ft 3 3 1 1 MARKDATETransmittal Set Name 0112/20/2023City Review 04 04 MAIN LEVEL CODE DATA 1/16" = 1'-0" SECOND LEVEL CODE DATA 1/16" = 1'-0" BASEMENT LEVEL CODE DATA 1/16" = 1'-0" NOTEW ALL EXIT LIGHTING & EXIT SIGNS SHALL COMPLY WITH IBC 1008 & & 1013 COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E T1 . 3 Sh e e t : 3 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: TI T L E SH E E T S Sh e e t : 3 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S GE N E R A L NO T E S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 㐮 38 " 2' - 1 1 " 40 " - 48 " 40 " - 48 " 40 " - 48 " 2'-0" 18" GRAB BAR 42" GRAB BAR 39 " - 4 1 " 33"- 36 " 18 " 17"-1 9 " 12" 39" - 41" 42" TO NEAREST OBSTRUCTION 18" 12"36" GRAB BAR FLUSH HANDLE SHALL BE LOCATED ON OPEN SIDE OF WATER CLOSET GRAB BARS LAVATORY 34 " MA X . TO TO P OF SI N K RI M 27 " MI N . CL E A R INSULATE ALL WATER SUPPLY & DRAIN PIPING 30"x48" CLEAR FLOOR SPACE 19 " MA X . MIRROR TO REFLECTIVE SURFACE TOILET ACCESSORIES 1 1/ 2 " MI N . CL E A R 15 " MI N . 4' - 0 " MA X . 12 " MI N . TOILET TISSUE DISPENSER OPTION 'A'OPTION 'B' 7"-9"7"-9" TOILET TISSUE DISPENSER (2) OPTIONS ACCESSIBILITY STANDARDS TOWEL DISP.SOAP DISP. COAT HOOK SERIES 812 GRAB BAR, 1 1/2" DIA. x 42", CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD STAINLESS STEEL. SERIES 812 GRAB BAR, 1 1/2" DIA. x 18", CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD STAINLESS STEEL. SERIES 812 GRAB BAR, 1 1/2" DIA. x 36", CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD STAINLESS STEEL. NOTE: MODEL NUMBERS ARE BASED ON WASHROOM ACCESSORIES AS MANUFACTURED BY BRADLEY CORP., WASHROOM ACCESSORIES. T1 T2 T3 T4 T5 T6 WASHROOM ACCESSORY SCHED. SERIES 747 1/4" FLOAT GLASS MIRROR, 24" x 36", WITH CLIP FASTENERS, FINISH TO BE MANUFACTURER'S STANDARD T4 SERIES 250-15 MULTI-FOLD PAPER TOWEL DISPENSER, 11" x 15 1/2", CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD T5 SERIES 6562 LIQUID SOAP DISPENSER, 4 3/4" x 8 1/4", PUSH IN VALVE, CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD T6 T7 SERIES 9134 COAT AND ROBE HOOK, 2" x 6", CONCEALED MOUNTING WITH ANCHORING DEVICES, FINISH TO BE MANUFACTURER'S STANDARD T7 MARK DESCRIPTION COMFKHFN SRIWZDUH 9HUVLRQ COMFKHFNWHE Assembly Cavity R-Value Cont. R-Value Proposed U-Factor Budget U- Factor(a) Gross Area or Perimeter :LQGRZ0HWDO)UDPHZLWK7KHUPDO%UHDN)L[HG3HUI6SHFV 3URGXFW,'(6+*&>%OGJ8VH%86,1(662)),&(6@bE㠴䅳獥浢汹䍡癩瑹 MARKDATETransmittal Set Name 0112/20/2023City Review 04 TYP. ADA DETAILS N.T.S. NOTEW ALL CONCEALED AREAS ARE TO BE FIREBLOCKED AND/OR FIRESTOPPED AS REQUIRED PER IBC SECTION 718 NOTEW LANDINGS AT EXTERIOR DOORS SHALL COMPLY WITH THE REQUIREMENTS OF IBC SECTIONS 1010.1.5 AND 1010.1.6 NOTEW ALL EXIT LIGHTING & EXIT SIGNS SHALL COMPLY WITH IBC 1008 & & 1013 COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A1 . 1 Sh e e t : 4 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: SI T E PL A N S Sh e e t : 1 of 1 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SI T E AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 OVERHEAD POWEROVERHEAD POWER 8.1 8.2 8.38.3 8.4 8.58.58.5 8.6 8.10 8.8 8.8 8.6 1 2 3 4 5 6 7 8 9 10 11 12 1314151617 33 19 20 21 22 23 24 25 26 27 28 29 30 31 32 18 10' FRONT 10' SID E 10 ' SI D E W 4 T H S S 5TH ST W EXISTING STRUCTURE 460 W 4TH S 25'-3"18'20'71'-10"100'-5" 68'-10" 1'-6" 34' 20' 20' 8'-6"18' 14'-7" OVERHEAD POWEROVERHEAD POWER 8.7 8.12 8.12 8.11 8.11 8.11 8.10 8.2 8.17 8.17 8.17 8.16 8.15 8.14 8.13 8.18 PUBLIC WAY SETBACK PER 6.01.060 L W 4 T H S S 5TH ST W EXISTING STRUCTURE PR O P O S E D AD D I T I O N EN V E L O P E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 19 20 21 22 23 24 25 26 27 28 29 30 31 32 18 460 W 4TH S EXISTING STRUCTURE 34 35 36 KEYED NOTES UKN INDICATES EXISTING STONES AND BOULDERS TO BE REMOVED OR RECONFIGURED TO REFLECT THE LANDSCAPING PLAN DEVELOPED B.O. UKO EXISTING SIGN TO REMAIN. GRANDFATHERED FROM PREVIOUS BUSINESS. UKP EXISTING FIRE HYDRANT TO REMAIN, PROTECT DURING CONSTRUCTION. UK4 EXISITNG BEAM ANCHOR FOOTING TO REMAIN, PROTECT DURING CONSTRUCTION UKR EXISITING SIDEWALK TO REMAIN. UKS EXISTING TRANSFORMER TO REMAIN, PROTECT DURING CONSTRUCTION. UKT EXISTING RAMP WITH DRAINAGE TO REMAIN FOR LOADING/ UNLOADING. UKU THIS SPACE DESIGNATED FOR SNOW STORAGE. UKNM EXISTING FENCE TO REMAIN UKNN EXISTING ADA SIDEWALK RAMP ACCESS TO REMAIN. UKNO NEW ADA RAMP (1:12 MAX) AND 60" LANDING. UKNP (2) 2" WATER LINES, METERED SEPERATELY. FIELD VERIFY AND RELOCATE MANHOLE AS REQUIRED TO COMPLY WITH CITY ORDINANCES. UKN4 8" WATER LINE FOR NEIGHBORING BUILDING, FIELD VERIFY LOCATION AND RELOCATE MANHOLE AS REQUIRED TO COMPLY WITH CITY ORDINANCES. UKNR EXISTING STORM DRAINAGE SYSTEM FOR PARKING LOT TO REMAIN. PROTECT DURING CONSTRUCTION. UKNS EXISTING SANITARY SEWER TO REMAIN, APPROXIMATE DEPTH IS 14', VERIFY WITH CITY, AND COMPLY WITH CITY TIE-IN REQUIREMENTS IF NEEDED. UKNT EXISTING MANHOLE TO REMAIN, LOCATION IS APPROXIMATE, FIELD VERIFY. UKNU EXISTING BELOW GRADE POWER SUPPLY, COORDINATE WITH UTILITY FOR RELOCATION IF REQ'D. MARKDATETransmittal Set Name 0112/20/2023City Review NORTH 0 20'50'100'EXISTING SITE PLAN 1" = 50' NORTH 0 30'60'FINAL SITE PLAN 1" = 30' NORTH 0 10'20'40'PROPOSED LANDSCAPING 1" = 20' PARKING REQUIREM EN TSW (SEE CODE SHEET FOR CALCS) WAREHOUSE (STORAGE, .2/1000): 1 BUSINESS (GENERAL 3/1000): 32 TOTAL: 33 NOTEW TOTAL STALLS INCLUDES 2 ADA STALLS AT AN ACCESSIBLE ENTRANCE. NOTEW STALLS 19 - 33 ARE SHARED STALLS, TYPICALLY AVAILABLE DURING BUSINESS HOURS. SETBACK REQUIREM EN TSW ZONE: CBC FRONT YARD: 10' FROM R.O.W. SIDE: NOT REQ'D REAR: NOT REQ'D NOTEW IN EXCHANGE FOR LANDSCAPING AND MAINTAINING THE PUBLIC PROPERTY ABBUTTING THE PROPERTY IMMEADIATELY TO THE SOUTH, THE CITY HAS AGREED TO ALLOW THE PROPERTY OWNER TO UTILIZE IT AS IF AMMENDED TO THEIR LOT, BUT WITHOUT OWNERSHIP. LANDSCAPING PLAN NOTE W THE LANDSCAPING PLAN IS STILL BEING DEVELOPED BY MD LANDSCAPING. THIS PRELIMINARY PLAN IS PROVIDED TO SHOW THE INTENT OF COMPLIANCE WITH ALL CITY LANDSCAPING, AND TO ILLUSTRATE THAT THE BUILDING OWNERS INTEND TO BEAUTIFY AND IMPROVE THE SHARED LAND SOUTH OF THE NEW CONSTRUCTION. COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A2 . 1 Sh e e t : 5 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: FL O O R PL A N S Sh e e t : 1 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S LO W E R LE V E L PL A N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 UP UP UP UP 2 A A A A A A A 1 18'-101/2"7'-53/8" 1' 3'-31/2"91/4" 3' 1' 7'-23/4" 13 ' - 2 1/ 2 " 13 ' - 1 0 " 3' - 2 1/ 8 " 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.10 1.10 1.7 1.131.131.131.131.131.13 L2 L2 L2 L2 L2 L2 L2 EXISTING DOOR TO REMAIN UL U301 WALL, 2 HOUR RATED, CONT. TO CONC. ABOVE UL U301 WALL, 2 HOUR RATED, CONT. TO CONC. ABOVE 2 HR. CMU CONSTRUCTION TO REMAIN 2 HR. CMU CONSTRUCTION TO REMAIN 2 HR. CMU CONSTRUCTION TO REMAIN 1.1 1.211.21 1.20 1.20 1.20 1.20 1.20 EXISTING DOOR TO REMAIN UL U301 MECHANICAL ROOM WALL UL U301 2 HOUR WALL IN EXISTING OPENING 90 MINUTE DOOR STORAGE 2,089 sq ft H: 156" STORAGE 1,507 sq ft H: 120" STORAGE 61 sq ft H: 120"MECH. 208 sq ft H: 120" FOYER 305 sq ft H: 120" STORAGE 821 sq ft H: 120" MEN 91 sq ft H: 120" WOMEN 84 sq ft H: 120" FOYER 225 sq ft H: 120" 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 3 3 1/ A5 . 2 1/ A5 . 2 SHWR 38 sq ft H: 120" SHWR 36 sq ft H: 120" 1 1 1.11.11.11.1 1.3 1.131.13 1/ A4 . 3 UP 13 ' - 2 1/ 2 " 13 ' - 1 0 " 3' - 2 1/ 8 " 2.1 2.1 2.1 2.1 2.3 2.4 2.5 2.52.5 2.62.6 2.7 2.8 2.2 2.2 2.22.2 2.2 2.2 2.2 2.22.22.2 2.2 2.2 2.2 FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 2 HOURS 40 USG-151237 6" [152 MM] INTERIOR WOOD STUD (LOAD-BEARING) GYPSUM PANELS: WOOD STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U301 TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) 2" X 4" [38 X 89 MM] WOOD STUDS, 16" [406 MM] O.C. 3-1/2" [89 MM] FIBERGLASS INSULATION TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) [152 mm] 6" [406 mm] 16" [406 mm] 16" [406 mm] 16" [406 mm] 16" USG Corporation 550 West Adams Street Chicago, IL 60661 USA www.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date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³+U 8QUHVWUDLQHG$VVHPEO\5DWLQJ³+U 7KLVGHVLJQZDVHYDOXDWHGXVLQJDORDGGHVLJQPHWKRGRWKHUWKDQWKH/LPLW6WDWHV 'HVLJQ0HWKRGHJ:RUNLQJ6WUHVV'HVLJQ0HWKRG)RUMXULVGLFWLRQVHPSOR\LQJ WKH/LPLW6WDWHV'HVLJQ0HWKRGVXFKDV&DQDGDDORDGUHVWULFWLRQIDFWRUVKDOOEH XVHG³6HH*XLGH%;89 RU%;89 ,QGLFDWHVVXFKSURGXFWVVKDOOEHDUWKH8/RUF8/&HUWLILFDWLRQ0DUNIRU MXULVGLFWLRQVHPSOR\LQJWKH8/RUF8/&HUWLILFDWLRQVXFKDV&DQDGDUHVSHFWLYHO\ 1. CRQFU HW H TRSSLQJ ³ 3000 psi compressive strength, 150 + or - 3 pcf unit weight. RDWLQJ HU TRSSLQJ TKNQV IQ. 2 1 3 2 2. PUHFDVW CRQFU HW H UQLWV ³ Carbonate aggregate, cross-section similar to the above illustration. See Precast Concrete Units category for names of manufacturers. 3. MLQLPXP %HDU LQJ ³ 1-1/2 in. 4. GU RXW ³ Sand cement grout, 3500 psi. Grout stop used to keep grout from bottom 3-1/8 in. of joint. Weld tie plates instead of or in conjunction with grout. 5. COHDUDQFH ³ Between slabs at bottom full length of joint, 1/16 in. min, 1/4 in. max. IQGLFDW HV VXFK SU RGXFWV VKDOO EHDU WKH UL RU FUL CHU WLILFDWLRQ MDUN IRU MXU LVGLFWLRQV HPSOR\LQJ WKH UL RU FUL CHU WLILFDWLRQ VXFK DV CDQDGD, U HVSHFWLY HO\. Last Updated on 2017-11-06 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2023 UL LLC." DHVLJQS\VWHPCRQVWUXFWLRQAVVHPEO\ UVDJ H DLVFODLPHU $XWKRULWLHV+DYLQJ-XULVGLFWLRQVKRXOGEHFRQVXOWHGLQDOOFDVHVDVWRWKHSDUWLFXODUUHTXLUHPHQWVFRYHULQJWKHLQVWDOODWLRQDQG XVHRI8/&HUWLILHGSURGXFWVHTXLSPHQWV\VWHPGHYLFHVDQGPDWHULDOV $XWKRULWLHV+DYLQJ-XULVGLFWLRQVKRXOGEHFRQVXOWHGEHIRUHFRQVWUXFWLRQ )LUHUHVLVWDQFHDVVHPEOLHVDQGSURGXFWVDUHGHYHORSHGE\WKHGHVLJQVXEPLWWHUDQGKDYHEHHQLQYHVWLJDWHGE\8/IRU FRPSOLDQFHZLWKDSSOLFDEOHUHTXLUHPHQWV7KHSXEOLVKHGLQIRUPDWLRQFDQQRWDOZD\VDGGUHVVHYHU\FRQVWUXFWLRQQXDQFH HQFRXQWHUHGLQWKHILHOG :KHQILHOGLVVXHVDULVHLWLVUHFRPPHQGHGWKHILUVWFRQWDFWIRUDVVLVWDQFHEHWKHWHFKQLFDOVHUYLFHVWDIISURYLGHGE\WKHSURGXFW PDQXIDFWXUHUQRWHGIRUWKHGHVLJQ8VHUVRIILUHUHVLVWDQFHDVVHPEOLHVDUHDGYLVHGWRFRQVXOWWKHJHQHUDO*XLGH,QIRUPDWLRQIRU HDFKSURGXFWFDWHJRU\DQGHDFKJURXSRIDVVHPEOLHV7KH*XLGH,QIRUPDWLRQLQFOXGHVVSHFLILFVFRQFHUQLQJDOWHUQDWHPDWHULDOV DQGDOWHUQDWHPHWKRGVRIFRQVWUXFWLRQ 2QO\SURGXFWVZKLFKEHDU8/ V0DUNDUHFRQVLGHUHG&HUWLILHG %;U9 - FLUH RHVLVWDQFH RDWLQJV - ANSIUL CHUWLILHG IRU UQLWHG SWDWHV %;U97 - FLUH RHVLVWDQFH RDWLQJV - CANULC-S CHUWLILHG IRU CDQDGD 6HH*HQHUDO,QIRUPDWLRQIRU)LUHUHVLVWDQFH5DWLQJV$16,8/&HUWLILHGIRU8QLWHG6WDWHV 'HVLJQ&ULWHULDDQG$OORZDEOH9DULDQFHV 6HH*HQHUDO,QIRUPDWLRQIRU)LUH5HVLVWDQFH5DWLQJV&$18/&6&HUWLILHGIRU&DQDGD 'HVLJQ&ULWHULDDQG$OORZDEOH9DULDQFHV 'HVLJQ1R- 2FWREHU 5 HVWUDLQHG$VVHPEO\5DWLQJ³+U 8QUHVWUDLQHG$VVHPEO\5DWLQJ³+U 7KLVGHVLJQZDVHYDOXDWHGXVLQJDORDGGHVLJQPHWKRGRWKHUWKDQWKH/LPLW6WDWHV 'HVLJQ0HWKRGHJ:RUNLQJ6WUHVV'HVLJQ0HWKRG)RUMXULVGLFWLRQVHPSOR\LQJ WKH/LPLW6WDWHV'HVLJQ0HWKRGVXFKDV&DQDGDDORDGUHVWULFWLRQIDFWRUVKDOOEH XVHG³6HH*XLGH%;89 RU%;89 ,QGLFDWHVVXFKSURGXFWVVKDOOEHDUWKH8/RUF8/&HUWLILFDWLRQ0DUNIRU MXULVGLFWLRQVHPSOR\LQJWKH8/RUF8/&HUWLILFDWLRQVXFKDV&DQDGDUHVSHFWLYHO\ 1. CRQFU HW H TRSSLQJ ³ 3000 psi compressive strength, 110 to 153 pcf unit weight. RDWLQJ HU MLQ SODE TKNQV IQ. 2 5-1/2+ 4 6-7/8 +Min thickness 5 in. when topping contains lightweight or carbonate aggregate. 2. PU HFDVW CRQFU HW H UQLWV ³ Normal weight concrete. Single- or double stemmed units. Openings may be provided through units for piping, ducts and similar services and should be suitably enclosed with constructions having at least equal fire resistance acceptable to authorities having jurisdiction. See Precast Concrete Units category for names of manufacturers. 3. MLQ %HDU LQJ ³ 3 in. 4. GU RXW ³ Sand cement grout, 3500 psi, along full length of joint unless concrete topping is used. Weld tie plates may be used in conjunction with grout. IQGLFDW HV VXFK SU RGXFWV VKDOO EHDU WKH UL RU FUL CHU WLILFDWLRQ MDUN IRU MXU LVGLFWLRQV HPSOR\LQJ WKH UL RU FUL CHU WLILFDWLRQ VXFK DV CDQDGD, U HVSHFWLY HO\. Last Updated on 201-10-30 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. 1 1/2" + 4 7/8" SHEET NOTES NKN INTERIOR FINISHES INTERIOR FINISHES AS SPECIFIED BY OWNER. PROVIDE SAMPLES AND ALTERNATIVES FOR SELECTION PRIOR TO PURCHASE/ORDER. NKO GUARD RAIL INDICATES 42" GUARD RAIL. COMPLY WITH IBC 1015 NKP HANDRAIL STEEL HANDRAIL AT 36" FROM FLOOR, COMPLY WITH IBC 1014. NKT CONCRETE WALL INDICATES TOP OF CONCRETE WALL AT MAIN FLOOR LEVEL IN STAIRWELL. PROVIDE CASEWORK TRIM FOR LEDGE. SECURE HANDRAILS TO CONCRETE AS REQ'D. NKNM BATHROOM STALLS INDICATES PRIVACY SCREENING AT ALL PLUMBING FIXTURES. STYLE, COLOR, AND TYPE AS SELECTED BY OWNER. PROVIDE SAMPLES FOR SELECTION. NKNP PLUMBING FIXTURES PLUMBING FIXTURES AS SELECTED BY OWNER. NKOM NEW COLUMN NEW COLUMN, SEE STRUCTURAL DRAWINGS FOR SIZE AND SECUREMENT. NKON COLUMN IN WALL NEW COLUMN IN WALL, SEE STRUCTURAL DRAWING FOR SIZE AND SECUREMENT, COVER WITH SHEETROCK. OKN EXISTING COLUMN EXISTING TIMBER COLUMN TO REMAIN, PROTECT DURING CONSTRUCTION. OKO EXISTING WALL EXISTING WALL TO REMAIN. CLEAN SURFACES AND PATCH AS REQUIRED. PREPARE FOR NEW FINISHES AS REQUIRED. OKP EXISTING STAIR EXISTING STAIR TO REMAIN, PROVIDE HAND RAIL AS REQUIRED. OK4 EXISTING DOOR/ WINDOW EXISTING WINDOW OR DOOR TO REMAIN, PROTECT DURING CONSTRUCTION, PREPARE FOR NEW FINISHES AS REQUIRED. OKR NEW DOOR OPENING CUT NEW DOOR OPENING, REINFORCE HEADER WITH STEEL CHANNEL AT BOTH SIDES, CUT INTO WALL SURFACE AND BOLTED THROUGH WALL. OKS REMOVE PLUMBING & FIXTURES CUT AND REMOVE BATHROOM FLOOR TO ACCESS BELOW GRADE PLUMBING. VERIFY THAT PLUMBING IS INTACT AND REROUTE AS REQUIRED TO ACCOMMODATE NEW DESIGN. OKT PLUMBING ACCESS TRENCH INDICATES POSSIBLE LOCATION OF ACCESS TRENCH TO BE CUT INTO EXISTING CONCRETE. FIELD VERIFY AND CUT IN A LOCATION SO AS TO CAUSE THE LEASE POSSIBLE MODIFICATION. OKU EXISTING RAMP & DOOR INDICATES EXISTING RAMP AND DOOR TO REMAIN, PROTECT DURING CONSTRUCTION. REPAIR AS REQ'D AND PREPARE FOR NEW FINISHES. MARKDATETransmittal Set Name 0112/20/2023City Review NORTH 0 4'8'16'BASEMENT LEVEL PLAN 1/8" = 1'-0" NORTH 0 4'8'16'BASEMENT LEVEL DEMOLITION 1/8" = 1'-0" UL U3015 A2.1 3/16" = 1'-0" UL J903 (BXUV) NEW 2 HOUR FLOOR4 A2.1 3/16" = 1'-0" UL J944 (BXUV) EXISTING FLOOR3 A2.1 3/16" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A2 . 2 Sh e e t : 6 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: FL O O R PL A N S Sh e e t : 2 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S MA I N LE V E L AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 UP UP 1'-6" 16'-6"20'40'-2"31'-3" 5' 5' 5' 8' 5' 10 ' 10 ' 5' 9' - 6 " 5' - 6 " 8'-6" 8'22'-6"5'-3"5'-3"10'10' 6'30'-6"10'-6"20' 67' 1' - 6 " 6' 10 ' 18 ' 20 ' 20 ' 8' - 6 " 84 ' 16'-6"5'-4"11'-15/8"18'-43/8"3'-5"3'-5"18'-61/2" 8' - 6 1/ 2 " 5' - 9 1/ 2 " 8' - 8 1/ 2 " 3' - 6 1/ 4 " 4' - 7 1/ 2 " 8'-9 1/2" 7'-7 3/8" 14'- 4 " 13'-7" 1 3 ' - 6 1/ 2 " 3' - 1 0 1/ 2 " 7'-1/4" 4'-2 3/8" 109'-5" 2 8 ' - 2 1/ 8 " 3'17'14'-10"6'-10"18'-6"11'-4"19'-11"D DN D N DN 8 B B C B B B 7 6 Z1 5 3 Z1 Z1 Z1 Z1 Z1 4 4 Z1 4 Z1 4 3 E F 3 DW 17'-3" 17'-3" 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 1.20 1.20 1.21 1.21 1.21 1.21 1.21 1.21 1.21 OFFICE 383 sq ft H: 109 3/4" OFFICE 241 sq ft H: 109 3/4" OFFICE 251 sq ft H: 109 3/4" OFFICE 153 sq ft H: 109 3/4" MEN'S 158 sq ft H: 109 3/4" WOMEN'S 154 sq ft H: 109 3/4" F 1/ A5 . 2 1/ A5 . 2 36'-6"9'-61/2"20'15'-5" 14 ' - 3 " 16 ' - 3 " 18 ' - 1 1/ 4 " 19 ' - 3 1/ 4 " 11 ' - 1/ 4 " 9' - 1 3/ 4 " 6' - 1 1 3/ 4 " 5'-6"12'5'-1/2"12' 1'-111/2" 1/ A4 . 3 2.1 2.1 1.3 1.3 1.3 1.2 1.3 1.6 1.2 1.2 1.2 2.1 2.1 1.2 1.6 1.6 1.6 1.2 1.4 1.5 1.4 1.5 1.4 1.5 2.4 2.4 2.4 2.4 2.4 1.7 1.7 1.81.8 1.91.9 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.10 1.11 1.121.10 1.131.131.131.131.131.131.131.13 1.13 1.141.14 1.15 1.15 1.13 1.6 1.1 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 OPEN TO BELOW 1.21 1.22 1.21 1.21 DN 2.1 2.12.1 2.1 2.2 2.2 2.2 2.10 2.10 2.10 2.10 2.9 2.9 2.9 2.92.3 2.4 2.4 2.9 2.11 1.21 OFFICE 383 sq ft H: 109 3/4" OFFICE 241 sq ft H: 109 3/4" OFFICE 251 sq ft H: 109 3/4" OFFICE 153 sq ft H: 109 3/4" MEN'S 158 sq ft H: 109 3/4" WOMEN'S 154 sq ft H: 109 3/4" OPEN TO BELOW KEYED NOTES NKN INTERIOR FINISHES INTERIOR FINISHES AS SPECIFIED BY OWNER. PROVIDE SAMPLES AND ALTERNATIVES FOR SELECTION PRIOR TO PURCHASE/ ORDER. NKO GUARD RAIL INDICATES 42" GUARD RAIL. COMPLY WITH IBC 1015 NKP HANDRAIL STEEL HANDRAIL AT 36" FROM FLOOR, COMPLY WITH IBC 1014. NK4 CONCRETE TREAD CONCRETE PRE-FAB STAIR TREAD, WELDED TO ANGLE IRON SUPPORT AT STAIR STRINGER. COMPLY WITH IBC 1011 NKR STEEL STAIR STEEL STAIR STRINGERS AND STRUCTURE TO BE DESIGNED B.O., PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURE. NKS STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. NKT CONCRETE WALL INDICATES TOP OF CONCRETE WALL AT MAIN FLOOR LEVEL IN STAIRWELL. PROVIDE CASEWORK TRIM FOR LEDGE. SECURE HANDRAILS TO CONCRETE AS REQ'D. NKU TIMBER BRACING INDICATES TIMBER ANGLE BRACING FOR ROOF SUPPORT. PROVIDE STRUCTURAL BLOCKING IN WALL, ANCHORED TO FOUNDATION PER STRUCTURAL DWGS. NK9 STRUCTURAL BLOCKING INDICATES STRUCTURAL BLOCKING FOR TIMBER REINFORCMENT. NKNM BATHROOM STALLS INDICATES PRIVACY SCREENING AT ALL PLUMBING FIXTURES. STYLE, COLOR, AND TYPE AS SELECTED BY OWNER. PROVIDE SAMPLES FOR SELECTION. NKNN BREAKROOM CASEWORK ALL CASEWORK AND FIXTURES TO BE APPROVED AND SELECTED BY OWNER. CONTRACTOR TO PROVIDE FINISH AND MATERIAL SELECTIONS FOR APPROVAL PRIOR TO ORDERING. NKNO FUTURE EGRESS DOOR INDICATES DOOR OPENING FOR FRAMING ONLY. NO DOOR IS TO BE INSTALLED UNLESS ADEQUATE LANDING IS CONSTRUCTED OVER STORAGE ACCESS BELOW. NKNP PLUMBING FIXTURES PLUMBING FIXTURES AS SELECTED BY OWNER. NKN4 GRAB BAR BLOCKING PROVIDE BLOCKING IN WALL FOR PLUMBING GRAB BARS, TYP. AT ALL LOCATIONS. NKNR TIMBER TRIM INDICATES TIMBER TRIM SECURED TO WALL FRAMING (SEE ELEVATIONS) NKNS EXISTING STRUCTURAL BEAM INDICATES EXISTING STRUCTURAL BEAM, REDUCED OR NO HEADROOM WHERE LINE TYPE IS SOLID. MAY REQUIRE MODIFICATION OF FRAMING TO POCKET BEAM. FIELD VERIFY. NKN9 OPEN TO BELOW NKOM NEW COLUMN NEW COLUMN, SEE STRUCTURAL DRAWINGS FOR SIZE AND SECUREMENT. NKON COLUMN IN WALL NEW COLUMN IN WALL, SEE STRUCTURAL DRAWING FOR SIZE AND SECUREMENT, COVER WITH SHEETROCK. NKOO SERVICE SINK C JANITOR PROVIDE SERVICE SINK IN JANITORS CLOSET OKN EXISTING COLUMN EXISTING TIMBER COLUMN TO REMAIN, PROTECT DURING CONSTRUCTION. OKO EXISTING WALL EXISTING WALL TO REMAIN. CLEAN SURFACES AND PATCH AS REQUIRED. PREPARE FOR NEW FINISHES AS REQUIRED. OKP EXISTING STAIR EXISTING STAIR TO REMAIN, PROVIDE HAND RAIL AS REQUIRED. OK4 EXISTING DOORLWINDOW EXISTING WINDOW OR DOOR TO REMAIN, PROTECT DURING CONSTRUCTION, PREPARE FOR NEW FINISHES AS REQUIRED. OK9 EXISTING WALL TO BE REMOVED INDICATES EXISTING WALL TO BE REMOVED. PROVIDE TEMPORARY BRACING TO SUPPORT EXISTING FLOOR OKNM EXISTING WINDOW CAREFULLY REMOVE AND RETAIN EXISTING WINDOWS OKNN EXISTING OPENING INDICATES EXISTING OPENING TO BELOW. GUARD RAIL & STAIRS HAVE BEEN REMOVED. PREPARE FOR INSTALLATION OF NEW RAILING AND STAIRCASE. MARKDATETransmittal Set Name 0112/20/2023City Review NORTH 0 4'8'16'MAIN LEVEL PLAN 1/8" = 1'-0"NORTH 0 4'8'16'MAIN LEVEL DEMOLITION 1/8" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A2 . 3 Sh e e t : 7 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: FL O O R PL A N S Sh e e t : 3 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SE C O N D LE V E L AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 DN UP DO W N UP D G B B C B B B E F Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2Z2 3 D 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 8' - 6 " 14'7'-93/4"5'-81/4"9'5'-3"5'-3"10'10' 5' 3' 7' 3' 5' 5' 10 ' 10 ' 5' 5' 4' - 6 " 5' - 6 " 1' - 6 " 6' 8' 10 ' 10 ' 20 ' 10 ' 10 ' 8' - 6 " 84 ' 1'-6" 6'15'-93/4"14'-81/4"10'-6"20' 68'-6" 16'-6"3'17'1'-6" 36'-6" 38' 24' 24 ' 15 ' - 6 " 14 ' 6' 13 ' - 6 " 9' - 7 3/ 8 " 9' - 7 3/ 8 " 10 ' - 3 " 10 ' - 2 5/ 8 " 8' - 3 3/ 4 " 18'4'-91/4"14'-23/4" 1.21 1.21 1.21 1.21 1.21 1/ A5 . 2 1/ A5 . 2 1/ A4 . 3 1.17 1.17 1.17 1.1 1.1 1.1 1.1 1.1 1.1 1.18 1.18 1.18 1.18 1.181.18 1.18 1.18 1.18 1.18 1.18 1.2 1.2 1.21.2 1.3 1.3 1.4 1.4 1.5 1.5 1.6 1.6 1.6 1.8 1.9 1.8 1.9 OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 1.21 2.12 2.12 2.12 2.12 2.12 2.13 2.132.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.14 2.14 2.14 2.14 2.14 2.152.15 2.15 2.15 2.15 2.15 2.15 KEYED NOTES NKN INTERIOR FINISHES INTERIOR FINISHES AS SPECIFIED BY OWNER. PROVIDE SAMPLES AND ALTERNATIVES FOR SELECTION PRIOR TO PURCHASE/ ORDER. NKO GUARD RAIL INDICATES 42" GUARD RAIL. COMPLY WITH IBC 1015 NKP HANDRAIL STEEL HANDRAIL AT 36" FROM FLOOR, COMPLY WITH IBC 1014. NK4 CONCRETE TREAD CONCRETE PRE-FAB STAIR TREAD, WELDED TO ANGLE IRON SUPPORT AT STAIR STRINGER. COMPLY WITH IBC 1011 NKR STEEL STAIR STEEL STAIR STRINGERS AND STRUCTURE TO BE DESIGNED B.O., PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO MANUFACTURE. NKS STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. NKU TIMBER BRACING INDICATES TIMBER ANGLE BRACING FOR ROOF SUPPORT. PROVIDE STRUCTURAL BLOCKING IN WALL, ANCHORED TO FOUNDATION PER STRUCTURAL DWGS. NK9 STRUCTURAL BLOCKING INDICATES STRUCTURAL BLOCKING FOR TIMBER REINFORCMENT. NKNT RECESSED LIGHT WELL INDICATES NEW RECESSED LIGHT CHAMBER, CENTERED ABOVE WINDOWS. NKNU GLASS WALL SYSTEM GLASS WALL SYSTEM WITH SLIDING OFFICE DOOR. NOT INCLUDED IN WINDOW/DOOR SCHEDULE, TO BE SELECTED & SPECIFIED BY CONTRACTOR OR OWNER. NKN9 OPEN TO BELOW NKON COLUMN IN WALL NEW COLUMN IN WALL, SEE STRUCTURAL DRAWING FOR SIZE AND SECUREMENT, COVER WITH SHEETROCK. OKNO REMOVE EXISTING STRUCTURE REMOVE EXISTING ROOF STRUCTURE BETWEEN MAJOR GLULAM BEAMS. PROVIDE TEMPORARY BRACING IF REQUIRED TO ENSURE STRUCTURAL STABILITY DURING CONSTRUCTION. OKNP EXISTING BEAM TO REMAIN EXISTING STRUCTURAL BEAM TO REMAIN. LEAVE FLASHING IF POSSIBLE, BUT IF FLASHING MUST BE REMOVED, RETAIN IT FOR REINSTALLATION. PROTECT BEAM DURING CONSTRUCTION AND PREPARE FOR NEW CONSTRUCTION. OKN4 EXISTING ROOF COVERINGS INDICATES EXISTING ASPHALT SHINGLES. INSPECT FOR DECAY AND LEAKS. REPAIR AND REPLACE SHINGLES AS REQ'D. CUT BACK FROM INTERSECTION WITH NEW CONSTRUCTION. PROVIDE FLASHINGS AS REQ'D. OKNR HVAC EQUIPMENT INDICATES EXISTING HVAC EQUIPMENT AND DUCTWORK. HVAC IS TO BE DESIGN-BUILD. VERIFY WITH CONTRACTOR ABOUT RE-USE OF EQUIPMENT. MARKDATETransmittal Set Name 0112/20/2023City Review NORTH 0 4'8'16'ROOF PLAN DEMOLITION 1/8" = 1'-0"NORTH 0 4'8'16'SECOND LEVEL PLAN 1/8" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A3 . 1 Sh e e t : 8 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: RO O F PL A N S Sh e e t : 1 of 2 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S RO O F PL A N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 1 A3.1 2 A3.1 3 A3.1 1 A3.2 3 A3 . 2 2 A3.1 1 A3 . 1 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 4.16 4.16 4.16 4.16 4.16 4.16 4.3 4.3 4.3 4.4 4.4 4.4 4.4 4.5 4.5 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.8 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.10 4.11 4.12 4.12 4.13 4.14 4.14 4.14 4.17 4.17 (SI M . ) (SI M . ) 1/ A5 . 2 1/ A5 . 2 1/ A4 . 3 4 A3 . 1 5 A3 . 1 2 A3.1 2 A3 . 1 2 A3.1 2 A3 . 1 2 A3 . 1 2 A3.1 2 A3.1 1 A3.1 4 A3 . 1 4 A3.2 2 A3.2 2 A3 . 2 2 A3 . 2 4.11 4.11 4.11 4.14 4.5 4.15 4.15 HOT-AIR WELD SEAM CAULK BONDING ADHESIVE 1/2" GYPSUM SHEATHING (DENS-DECK) NEW PLYWOOD SHEATHING AS OCCURS PER STRUCT. DRAWINGS EXIST. WOOD DECK INTO DECK @ 12" O.C. HALF SHEET PVC MEMBRANE 60 MIL PVC MEMBRANE PLATE AND SCREW 1/ 2 " 3" FIELD VERIFY SIZE 3- 1 / 2 " PLYWOOD DECK VAPOR RETARDER SIDING SYSTEM OVER DRAINAGE MAT & SHEATHING 5/8" EXT. PLYWOOD CONT. 22 GA. G.I. CLIP FASTEN AT 16" O.C. 60 MIL. PVC MEMBRANE SET IN BONDING ADHESIVE SCREW & FASTENING PLATE AT 8" O.C. SPLICE ADHESIVE 6" WIDE REINFORCED PVC MEMBRANE 60 MIL PVC MEMB. PREFINISHED 24 GA. G.I. METAL CAP - FASTEN AT 12" O.C. w/ SCREW & NEOPRENE WASHER GRAVEL STOP - NAIL FLANGE 60 MIL. PVC MEMBRANE HALF SHEET 1/2" GYPSUM SHEATHING (DENS-DECK) CONT. TREATED WD. BLOCK'G 22 GA. G.I. METAL CLIP FASTENED 4" O.C. WOOD DECK SEAM CAULK - TYP. PVC MEMBRANE COMPLETELY HOT-AIR WELDED AT 3" O.C. STAGGERED 24 GA. PVC COATED METAL INTEGRAL FLANGE - FASTENED AT 12" O.C. SEALANT 60 MIL. PVC MEMBRANE HALF SHEET 1/2" GYPSUM SHEATHING (DENS-DECK) GUTTER SPACER & GUTTER SCREEN CONT. TREATED WD. BLOCK'G TERMINATION BAR W/ DRIP GUTTER WITH CONTINUOUS FASTENED 6" O.C. EXIST. WOOD DECK 11/ 2 " 01/ 2 " 1" 01/2" 3 1 / 2 " WOOD DECK SPLICE ADHESIVE PREFINISHED 24 GA. G.I. SURFACE APPLIED REGLET - ATTACH W/ EXPANSION ANCHOR & NEOPRENE WASHER AT 12" O.C. 6" WIDE REINFORCED PVC MEMBRANE 60 MIL PVC MEMBRANE SET IN BONDING ADHESIVE PVC MEMBRANE SET IN BONDING ADHESIVE SCREW & FASTENING PLATE AT 8" O.C. PREFINISHED 26 GA. G.I. COUNTER FLASHING - ATTACH TO REGLET WITH SCREW & NEOPRENE WASHER AT 12" O.C. 3/4" BACKER ROD W/ SEALANT TOOLED TO DRAIN 1/2" GYP. BD. VAPOR RETARDER WALL SURFACE 12 " MI N . 1 1/2 " 1/4 " 1/2" 1 1/2" 1/2" EXISTING ROOF & FLASHING EXISTING GLB ROOF FRAMING PER ENG. INSULATION NOT SHOWN ZEE CLOSURE BUTYL TAPE PER MFR. SEALANT PER MFR. APPLIED TO ENDS OF ZEE CLOSURE INSTALLATION NOTE: CLOSE HEM OF PANELS WITH DUCK BILLS TO ALLOW NOTCHED ZEE CLOSURE TO FIT TIGHTLY TO PANEL FIELD NOTCH ZEE CLOSURE AT RIB SECTION Y-Y INT. FINISHES CONT. 22 GA. CLIP Y Y PREFIN "Z" CLOSURE FIELD CUT TO FIT BETWEEN RIBS BITUTHANE UNDERLAYMENT CONT. BUTYL TAPE PER MFR. FASTENER w/NEOPRENE WASHER PAINTED AT RIBS AND BETWEEN RIBS PER MFR. FASTENERS PER MFR. CONT. 22 GA. CLIP WOOD LEDGER PRE-FINISHED 24 GA. METAL FASCIA PANEL 18 GA. CONT. PANEL END SUPPORT CLIP PRE-FINISHED 24 GA. METAL FLASHING KEYED NOTES 4KP EDGE FLASHING PREFINISHED STEEL FLASHING ALONG ROOF EDGES. COLOR AS SELECTED BY OWNER. 4K4 DRIP EDGE PREFINISHED STEEL DRIP EDGE FLASHING ALONG ROOF EAVE. COLOR AS SELECTED BY OWNER. 4KR RIDGE FLASHING PREFINISHED STEEL RIDGE FLASHING ALONG ROOF RIDGE. COLOR AS SELECTED BY OWNER. 4KS BEAM FLASHING PREFINISHED STEEL FLASHING ALONG TOP OF BEAMS. EVALUATE EXISTING FLASHING, AND REPLACE AS NECESSARY. COLOR AS SELECTED BY OWNER. 4KU STEEL WALL FLASHING PREFINISHED WALL FLASHING INSTALLED ALONG WALL, PROVIDE KICKOUT FLASHING AT EAVE, TYP. 4K9 PARAPET CAP FLASHING PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. 4KNM PARAPET BASE FLASHING PVC WELDED FLASHING AT BASE OF PARAPET, MEMBRANE UP PARAPET WALL TO BE FULLY ADHERED BY ADHESIVE OR HOOK & LOOP. 4KNN VERTICAL OFFSET OF VENEER OFFSET WALL VENEER FINISHINGS FROM ROOF SURFACE 8" MIN. PROVIDE FLASHINGS AS REQUIRED. PROVIDE ANGLE IRON SECURED TO WALL FRAMING TO SUPPORT STONE VENEER. ENSURE CAVITY DRAINAGE IS NOT RESTRICTED. 4KNO GUTTER PROVIDE SCREENED ROOF GUTTER ALONG EAVE WITH DOWNSPOUTS TO ROOF BELOW. PROVIDE HEAT TAPE IN GUTTER & DOWNSPOUTS TO PREVENT ICING. SECURE TO EAVE FRAMING. 4KNP WALL BELOW INDICATES APPROXIMATE LOCATION OF WALL FRAMING BELOW. 4KN4 BEAM INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. 4KNR BEAM SUPPORT INDICATES LOCATION OF SUPPORT BEAM CONNECTED TO WALL FRAMING BELOW. PROVIDE ANCHORAGE BLOCKING AS REQUIRED TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. 4KNS EXISTING ROOF INSPECT EXISTING ROOF SURFACES AND REPLACE IF NECESSARY. PROVIDE ICE/WATER SHIELD UNDERLAYMENT OVER ENTIRE SURFACE OF SLOPED AREA, AND VERIFY THAT FLASHING AT BEAMS ARE IN GOOD REPAIR. REPLACE IF NECESSARY. 4KNT SOLAR PANELS POSSIBLE LOCATION FOR SOLAR PANEL RANGE. DESIGN B.O., FIELD VERIFY LOCATION AND ENSURE SOLID BLOCKING IS PROVIDED AS REQUIRED FOR FRAME SUPPORT. ENSURE THAT FRAME SECUREMENT IS APPROPRIATELY FLASHED AND BOOTED AS NECESSARY TO PREVENT WATER INFILTRATION. MARKDATETransmittal Set Name 0112/20/2023City Review NORTH 0 4'8'16'ROOF PLAN 1/8" = 1'-0" VALLEY FLASHING1 A3.1 3" = 1'-0" PARAPET FLASHING2 A3.1 3" = 1'-0" DRIP EDGE & WALL FLASHING3 A3.1 3" = 1'-0" APRON FLASHING4 A3.1 3" = 1'-0" METAL RIDGE FLASHING5 A3.1 3" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A3 . 2 Sh e e t : 9 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: RO O F PL A N S Sh e e t : 2 of 2 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S RO O F DE T A I L S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 2"HOT AIR WELDED PVC FLASHING WOOD DECK 1/2" DENS-DECK SHEATHING 60 MIL PVC MEMBRANE SET IN BONDING ADHESIVE 24 GA. G.I. METAL EDGE FLASHING - NAIL AT 4" O.C. - MATCH FLASHING PROFILE OF ADJACENT METAL ROOF SYSTEM FLASHING WOOD FRAMING FASCIA SOFFIT AS OCCURS SUB-FASCIA BOARD 2" 13/ 8 " 1" 61/ 8 " 03/4"05/8" 53/8" 15" - HAND CRIMP & FORM (3) GUTTER STRAP AT EVERY OTHER RIB BUTYL SEALANT ON THE TOP SIDE OF MALE PANEL EDGE FIELD NOTCH 1" MIN. AND HEM UNDER PAN HEAD FASTENER PER MFR. BUTYL TAPE PER MFR. SEALANT PER MFR. APPLIED ON SIDEWALL OF PANEL CONT. JOGGLE CLEAT STAGES OF SEAMIN G WOOD FRAMING - SEE ROOF PLAN SOFFIT AS OCCURS PREFINISHED METAL GUTTER PREFIN. MTL. FASCIA SECTION X - X PLYWOOD DECK AS NOTED ON ROOF PLAN BITUTHANE UNDERLAYMENT PER SPEC. METAL ROOFING PANEL X RIVETS X PREFIN. MTL. DRIP EDGE 31/ 2 " PREFINISHED 24 GA. G.I. METAL FLASHING CONT. 22 GA. G.I. METAL CLIP - FASTEN AT 4" O.C. PREFINISHED METAL ROOF PANELS - SEE SPECIFICATIONS 3/4" EXT. PLYWOOD BLOCKING WOOD ROOF FRAMING AS OCCURS ROOF CLIP @ 24" OC MAX ATTACHED W/ BUILDEX 8-18 x 1 1/2" OR EQUIV. INSULATION AS OCCURS 4" MIN. 4"8" 2" MI N . SOFFIT OR FINISH AS OCCURS BITUTHANE UNDERLAYMENT WRAP UP WALL 10-12" STANDING SEAM METAL ROOFING PANELS 24 GA. ZEE CLOSURE 1/8" RIVETS @ 12" O.C. 3/16"x7/8" BUTYL TAPE WOOD FRAMING STONE VENEER AT VERT. WALL OR OTHER SIDING AS SELECTED BY OWNER. PREFINISHED 24 GA. G.I. METAL FIELD FABRICATED SIDEWALL TRIM - EXTENDED UNDER EXIST. METAL SIDING PANELS FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 2 HOURS 40 USG-151237 6" [152 MM] INTERIOR WOOD STUD (LOAD-BEARING) GYPSUM PANELS: WOOD STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U301 TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) 2" X 4" [38 X 89 MM] WOOD STUDS, 16" [406 MM] O.C. 3-1/2" [89 MM] FIBERGLASS INSULATION TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) [152 mm] 6" [406 mm] 16" [406 mm] 16" [406 mm] 16" [406 mm] 16" USG Corporation 550 West Adams Street Chicago, IL 60661 USA www.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date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³+U 8QUHVWUDLQHG$VVHPEO\5DWLQJ³+U 7KLVGHVLJQZDVHYDOXDWHGXVLQJDORDGGHVLJQPHWKRGRWKHUWKDQWKH/LPLW6WDWHV 'HVLJQ0HWKRGHJ:RUNLQJ6WUHVV'HVLJQ0HWKRG)RUMXULVGLFWLRQVHPSOR\LQJ WKH/LPLW6WDWHV'HVLJQ0HWKRGVXFKDV&DQDGDDORDGUHVWULFWLRQIDFWRUVKDOOEH XVHG³6HH*XLGH%;89 RU%;89 ,QGLFDWHVVXFKSURGXFWVVKDOOEHDUWKH8/RUF8/&HUWLILFDWLRQ0DUNIRU MXULVGLFWLRQVHPSOR\LQJWKH8/RUF8/&HUWLILFDWLRQVXFKDV&DQDGDUHVSHFWLYHO\ 1. CRQFU HW H TRSSLQJ ³ 3000 psi compressive strength, 150 + or - 3 pcf unit weight. RDWLQJ HU TRSSLQJ TKNQV IQ. 2 1 3 2 2. PUHFDVW CRQFU HW H UQLWV ³ Carbonate aggregate, cross-section similar to the above illustration. See Precast Concrete Units category for names of manufacturers. 3. MLQLPXP %HDU LQJ ³ 1-1/2 in. 4. GU RXW ³ Sand cement grout, 3500 psi. Grout stop used to keep grout from bottom 3-1/8 in. of joint. Weld tie plates instead of or in conjunction with grout. 5. COHDUDQFH ³ Between slabs at bottom full length of joint, 1/16 in. min, 1/4 in. max. IQGLFDW HV VXFK SU RGXFWV VKDOO EHDU WKH UL RU FUL CHU WLILFDWLRQ MDUN IRU MXU LVGLFWLRQV HPSOR\LQJ WKH UL RU FUL CHU WLILFDWLRQ VXFK DV CDQDGD, U HVSHFWLY HO\. Last Updated on 2017-11-06 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©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³+U 8QUHVWUDLQHG$VVHPEO\5DWLQJ³+U 7KLVGHVLJQZDVHYDOXDWHGXVLQJDORDGGHVLJQPHWKRGRWKHUWKDQWKH/LPLW6WDWHV 'HVLJQ0HWKRGHJ:RUNLQJ6WUHVV'HVLJQ0HWKRG)RUMXULVGLFWLRQVHPSOR\LQJ WKH/LPLW6WDWHV'HVLJQ0HWKRGVXFKDV&DQDGDDORDGUHVWULFWLRQIDFWRUVKDOOEH XVHG³6HH*XLGH%;89 RU%;89 ,QGLFDWHVVXFKSURGXFWVVKDOOEHDUWKH8/RUF8/&HUWLILFDWLRQ0DUNIRU MXULVGLFWLRQVHPSOR\LQJWKH8/RUF8/&HUWLILFDWLRQVXFKDV&DQDGDUHVSHFWLYHO\ 1. CRQFU HW H TRSSLQJ ³ 3000 psi compressive strength, 110 to 153 pcf unit weight. RDWLQJ HU MLQ SODE TKNQV IQ. 2 5-1/2+ 4 6-7/8 +Min thickness 5 in. when topping contains lightweight or carbonate aggregate. 2. PU HFDVW CRQFU HW H UQLWV ³ Normal weight concrete. Single- or double stemmed units. Openings may be provided through units for piping, ducts and similar services and should be suitably enclosed with constructions having at least equal fire resistance acceptable to authorities having jurisdiction. See Precast Concrete Units category for names of manufacturers. 3. MLQ %HDU LQJ ³ 3 in. 4. GU RXW ³ Sand cement grout, 3500 psi, along full length of joint unless concrete topping is used. Weld tie plates may be used in conjunction with grout. IQGLFDW HV VXFK SU RGXFWV VKDOO EHDU WKH UL RU FUL CHU WLILFDWLRQ MDUN IRU MXU LVGLFWLRQV HPSOR\LQJ WKH UL RU FUL CHU WLILFDWLRQ VXFK DV CDQDGD, U HVSHFWLY HO\. Last Updated on 201-10-30 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. 1 1/2" + 4 7/8" MARKDATETransmittal Set Name 0112/20/2023City Review RIDGE FLASHING2 A3.2 3" = 1'-0" EAVE FLASHING3 A3.2 3" = 1'-0" METAL EDGE FLASHING1 A3.2 3" = 1'-0" METAL WALL FLASHING4 A3.2 3" = 1'-0" UL U3015 A3.2 N.T.S. UL J903 (BXUV) NEW 2 HOUR FLOOR6 A3.2 N.T.S. UL J944 (BXUV) EXISTING FLOOR7 A3.2 N.T.S. COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A4 . 1 Sh e e t : 10 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: EL E V A T I O N S Sh e e t : 1 of 4 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S EL E V A T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 12 3 1 A6 . 1 2 A6.1 4 A6 . 1 3 A6.1 3 A6 . 1 8 A6 . 1 9 A6.1 11 A6 . 1 10 A6.1 3 A6 . 1 3 A6 . 1 1 A6 . 1 1 A6 . 1 1 A6 . 1 2 A6.1 2 A6.1 2 A6.1 2 A6.1 4 A6 . 1 4 A6 . 1 4 A6 . 1 3 A6.1 3 A6.1 8 A6 . 1 11 A6 . 1 9 A6.1 8 A6 . 1 11 A6 . 1 4 A6 . 1 1/ A5 . 2 1/ A5 . 3 1/ A5 . 1 29'-8" TOP OF PARAPET 5.15.1 5.1 5.1 5.25.2 5.3 5.3 5.3 5.4 5.5 5.5 5.8 5.8 5.8 5.9 5.9 5.9 5.10 5.11 5.11 5.12 5.125.12 5.14 5.14 5.17 5.18 5.22 5.21 5.20 5.19 5.9 4.2 4.9 4.9 4.94.2 4.4 F E D 7 6 G E 5.3 5.12 5.15 5.15 5.15 5.15 5.15 5.16 -14' TOP OF SLAB 0" TOP OF SLAB 12'-11 7/8" TOP OF FLOOR 23'-1" TOP PLATE 27'-7 1/2" TOP OF PARAPET 29'-3" TOP OF PARAPET 32'-10" RIDGE KEYED NOTES -PLAN NOTES 4 ROOF PLAN NOTES 4KO STEEL ROOFING PREFINISHED STEEL ROOFING INSTALLED OVER ICE/WATER SHIELD. INSTALL PER MFR. REQ'MTS. 4K4 DRIP EDGE PREFINISHED STEEL DRIP EDGE FLASHING ALONG ROOF EAVE. COLOR AS SELECTED BY OWNER. 4K9 PARAPET CAP FLASHING PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. --ELEVATION NOTES 5 EXT. ELEVATION NOTES RKN WINDOW SYSTEM STOREFRONT STYLE WINDOWS. TYPE & COLOR TO MATCH EXISTING WINDOWS. REINSTALL RETAINED WINDOWS WHERE POSSIBLE. RKO TIMBER TRIM INDICATES TIMBER TRIM SECURED TO WALL FRAMING (SEE ELEVATIONS) RKP EXISTING STRUCTURAL BEAM INDICATES EXISTING STRUCTURAL BEAM, REDUCED OR NO HEADROOM WHERE LINE TYPE IS SOLID. MAY REQUIRE MODIFICATION OF FRAMING TO POCKET BEAM. FIELD VERIFY. RK4 RECESSED LIGHT WELL INDICATES NEW RECESSED LIGHT CHAMBER, CENTERED ABOVE WINDOWS. RKR STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. RKU BEAM SUPPORT INDICATES LOCATION OF SUPPORT BEAM CONNECTED TO WALL FRAMING BELOW. PROVIDE ANCHORAGE BLOCKING AS REQUIRED TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RK9 BEAM INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RKNM GUTTER PROVIDE SCREENED ROOF GUTTER ALONG EAVE WITH DOWNSPOUTS TO ROOF BELOW. PROVIDE HEAT TAPE IN GUTTER & DOWNSPOUTS TO PREVENT ICING. SECURE TO EAVE FRAMING. RKNN EXISTING ROOF INSPECT EXISTING ROOF SURFACES AND REPLACE IF NECESSARY. PROVIDE ICE/WATER SHIELD UNDERLAYMENT OVER ENTIRE SURFACE OF SLOPED AREA, AND VERIFY THAT FLASHING AT BEAMS ARE IN GOOD REPAIR. REPLACE IF NECESSARY. RKNO BEAM FLASHING PREFINISHED STEEL FLASHING ALONG TOP OF BEAMS. EVALUATE EXISTING FLASHING, AND REPLACE AS NECESSARY. COLOR AS SELECTED BY OWNER. RKN4 CHANNEL SIDING 7.62" CHANNEL SIDING OR SIM. INSTALLED OVER RAIN SCREEN SYSTEM. PROFILE AND COLOR AS A SELECTED OWNER. PROVIDE BASE, CORNER, END AND CAP FLASHINGS AS REQUIRED. RKNR EXISTING FOOTING INDICATES EXISTING FOOTING. PROTECT DURING CONSTRUCTION. RKNS NEW FOUNDATION NEW FOUNDATION AS OCCURS, SEE FNDN. PLN. RKNT SECURE DOOR SYSTEM SECURE ENTRY DOOR SYSTEM, PROVIDE CARD ACCESS ENTRY SYSTEM OR SIM. AS SELECTED BY OWNER. GLASS TO BE FOGGED. RKNU BEAM POCKET PROVIDE POCKETING FOR EXISTING BEAM. ENSURE PENETRATIONS ARE SEALED WITH SILICONE OR FLUID APPLIED FLASHING. PROVIDE FLASHING AS REQUIRED FOR VENEER IN ORDER TO MINIMIZE MOISTURE PENETRATION. RKN9 EXISTING SIDEWALK INDICATES EXISTING SIDEWALK TO REMAIN. RKOM NEW SIDEWALK INDICATES NEW SIDEWALK, PROVIDE GRAVEL BED AS REQ'D RKON RETAINING WALL INDICATES LANDSCAPING RETAINING WALL, DESIGN B.O. RKOO EXISTING GRADE INDICATES APPROXIMATE EXISTING GRADE, MODIFY AS REQUIRED FOR NEW CONSTRUCTION, AND REPLACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE (MIN 6" IN 10'). MARKDATETransmittal Set Name 0112/20/2023City Review FRONT ELEVATION1 A4.1 1/4" = 1'-0" 0 2'4'8' COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A4 . 2 Sh e e t : 11 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: EL E V A T I O N S Sh e e t : 2 of 4 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S EL E V A T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 12 3 1 A6 . 1 2 A6.1 4 A6 . 1 3 A6 . 1 1 A6 . 1 4 A6 . 1 2 A6.1 2 A6.1 2 A6.1 3 A6 . 1 6' - 1/ 4 " 11 ' - 1 1/ 8 " 14 ' - 1 1/ 2 " 2' - 5 1/ 4 " 5' - 1 3/ 8 " 38 ' - 9 5/ 8 " 1/ A5 . 2 1/ A5 . 1 8 D D 1.6 5.2 5.35.3 5.3 5.3 5.5 5.6 5.7 5.9 5.105.10 5.105.10 5.12 5.12 5.12 5.12 5.13 5.14 5.16 5.3 5.12 5.18 5.18 5.11 5.11 5.5 1.6 5.155.155.15 5.15 5.16 5.16 5.16 5.16 KEYED NOTES -PLAN NOTES 1 FLOOR PLAN NOTES NKS STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. --ELEVATION NOTES 5 EXT. ELEVATION NOTES RKO TIMBER TRIM INDICATES TIMBER TRIM SECURED TO WALL FRAMING (SEE ELEVATIONS) RKP EXISTING STRUCTURAL BEAM INDICATES EXISTING STRUCTURAL BEAM, REDUCED OR NO HEADROOM WHERE LINE TYPE IS SOLID. MAY REQUIRE MODIFICATION OF FRAMING TO POCKET BEAM. FIELD VERIFY. RKR STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. RKS FUTURE EGRESS DOOR INDICATES DOOR OPENING FOR FRAMING ONLY. NO DOOR IS TO BE INSTALLED UNLESS ADEQUATE LANDING IS CONSTRUCTED OVER STORAGE ACCESS BELOW. RKT PVC MEMBRANE 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOFING SYSTEM OVER GYP. BD. PROVIDE REQUIRED FLASHINGS AT PARAPET, SEAMS, EAVES, VALLEYS, & EDGES. RK9 BEAM INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RKNM GUTTER PROVIDE SCREENED ROOF GUTTER ALONG EAVE WITH DOWNSPOUTS TO ROOF BELOW. PROVIDE HEAT TAPE IN GUTTER & DOWNSPOUTS TO PREVENT ICING. SECURE TO EAVE FRAMING. RKNN EXISTING ROOF INSPECT EXISTING ROOF SURFACES AND REPLACE IF NECESSARY. PROVIDE ICE/WATER SHIELD UNDERLAYMENT OVER ENTIRE SURFACE OF SLOPED AREA, AND VERIFY THAT FLASHING AT BEAMS ARE IN GOOD REPAIR. REPLACE IF NECESSARY. RKNO BEAM FLASHING PREFINISHED STEEL FLASHING ALONG TOP OF BEAMS. EVALUATE EXISTING FLASHING, AND REPLACE AS NECESSARY. COLOR AS SELECTED BY OWNER. RKNP GALVANIZED CORRUGATE 7/8"x3" GALVANIZED CORRUGATED SIDING INSTALLED OVER RAIN SCREEN SYSTEM. PROVIDE BASE FLASHING AND TRIMS AS REQUIRED. INSTALL PER MFR. REQ'MT. RKN4 CHANNEL SIDING 7.62" CHANNEL SIDING OR SIM. INSTALLED OVER RAIN SCREEN SYSTEM. PROFILE AND COLOR AS A SELECTED OWNER. PROVIDE BASE, CORNER, END AND CAP FLASHINGS AS REQUIRED. RKNR EXISTING FOOTING INDICATES EXISTING FOOTING. PROTECT DURING CONSTRUCTION. RKNS NEW FOUNDATION NEW FOUNDATION AS OCCURS, SEE FNDN. PLN. RKNU BEAM POCKET PROVIDE POCKETING FOR EXISTING BEAM. ENSURE PENETRATIONS ARE SEALED WITH SILICONE OR FLUID APPLIED FLASHING. PROVIDE FLASHING AS REQUIRED FOR VENEER IN ORDER TO MINIMIZE MOISTURE PENETRATION. MARKDATETransmittal Set Name 0112/20/2023City Review REAR ELEVATION1 A4.2 1/4" = 1'-0" 0 2'4'8' COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A4 . 3 Sh e e t : 12 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: EL E V A T I O N S Sh e e t : 3 of 4 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S EL E V A T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 2/ A5 . 1 2/ A5 . 3 5.15.1 5.2 5.3 5.5 5.5 5.6 5.7 5.7 5.8 5.9 5.10 5.10 5.10 5.115.115.11 5.12 5.125.12 5.12 8 5.19 5.19 4.2 4.4 5.23 5.3 5.3 5.3 4.9 4.9 5.15 5.15 5.155.15 5.15 5.16 KEYED NOTES -PLAN NOTES 4 ROOF PLAN NOTES 4KO STEEL ROOFING PREFINISHED STEEL ROOFING INSTALLED OVER ICE/WATER SHIELD. INSTALL PER MFR. REQ'MTS. 4K4 DRIP EDGE PREFINISHED STEEL DRIP EDGE FLASHING ALONG ROOF EAVE. COLOR AS SELECTED BY OWNER. 4K9 PARAPET CAP FLASHING PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. --ELEVATION NOTES 5 EXT. ELEVATION NOTES RKN WINDOW SYSTEM STOREFRONT STYLE WINDOWS. TYPE & COLOR TO MATCH EXISTING WINDOWS. REINSTALL RETAINED WINDOWS WHERE POSSIBLE. RKO TIMBER TRIM INDICATES TIMBER TRIM SECURED TO WALL FRAMING (SEE ELEVATIONS) RKP EXISTING STRUCTURAL BEAM INDICATES EXISTING STRUCTURAL BEAM, REDUCED OR NO HEADROOM WHERE LINE TYPE IS SOLID. MAY REQUIRE MODIFICATION OF FRAMING TO POCKET BEAM. FIELD VERIFY. RKR STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. RKS FUTURE EGRESS DOOR INDICATES DOOR OPENING FOR FRAMING ONLY. NO DOOR IS TO BE INSTALLED UNLESS ADEQUATE LANDING IS CONSTRUCTED OVER STORAGE ACCESS BELOW. RKT PVC MEMBRANE 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOFING SYSTEM OVER GYP. BD. PROVIDE REQUIRED FLASHINGS AT PARAPET, SEAMS, EAVES, VALLEYS, & EDGES. RKU BEAM SUPPORT INDICATES LOCATION OF SUPPORT BEAM CONNECTED TO WALL FRAMING BELOW. PROVIDE ANCHORAGE BLOCKING AS REQUIRED TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RK9 BEAM INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RKNM GUTTER PROVIDE SCREENED ROOF GUTTER ALONG EAVE WITH DOWNSPOUTS TO ROOF BELOW. PROVIDE HEAT TAPE IN GUTTER & DOWNSPOUTS TO PREVENT ICING. SECURE TO EAVE FRAMING. RKNN EXISTING ROOF INSPECT EXISTING ROOF SURFACES AND REPLACE IF NECESSARY. PROVIDE ICE/WATER SHIELD UNDERLAYMENT OVER ENTIRE SURFACE OF SLOPED AREA, AND VERIFY THAT FLASHING AT BEAMS ARE IN GOOD REPAIR. REPLACE IF NECESSARY. RKNO BEAM FLASHING PREFINISHED STEEL FLASHING ALONG TOP OF BEAMS. EVALUATE EXISTING FLASHING, AND REPLACE AS NECESSARY. COLOR AS SELECTED BY OWNER. RKNR EXISTING FOOTING INDICATES EXISTING FOOTING. PROTECT DURING CONSTRUCTION. RKNS NEW FOUNDATION NEW FOUNDATION AS OCCURS, SEE FNDN. PLN. RKN9 EXISTING SIDEWALK INDICATES EXISTING SIDEWALK TO REMAIN. RKOP NEW SIDING NON-VISIBLE SIDING SYSTEM AS SELECTED BY OWNER/ CONTRACTOR. MARKDATETransmittal Set Name 0112/20/2023City Review RIGHT ELEVATION1 A4.3 1/4" = 1'-0" 0 2'4'8' COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A4 . 4 Sh e e t : 13 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: EL E V A T I O N S Sh e e t : 4 of 4 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S EL E V A T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 1 A6 . 1 2 A6.1 4 A6 . 1 3 A6 . 1 2 A6.1 3 A6.1 3 A6.1 3 A6.1 3 A6.1 3 A6.1 3 A6.13 A6 . 1 3 A6 . 1 3 A6 . 1 3 A6 . 1 3 A6 . 1 2 A6.1 4 A6 . 1 1 A6 . 1 4 A6 . 1 2 A6.1 1 A6 . 1 2 A6.1 1 A6 . 1 1 A6 . 1 2 A6.1 1 A6 . 1 4 A6 . 1 4 A6 . 1 4 A6 . 1 2/ A5 . 3 2/ A5 . 1 B B C B B B B B B C B B A A A A A A A 4.9 4.9 4.9 4.9 4.9 4.1 5.1 5.1 5.2 5.35.3 5.3 5.3 5.8 5.1 5.45.4 5.5 5.9 5.12 5.125.12 5.12 5.135.13 5.14 5.14 5.185.18 5.20 5.22 5.5 5.5 5.15 5.15 5.165.165.16 5.16 Notes -PLAN NOTES 4 ROOF PLAN NOTES 4KN PVC MEMBRANE 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOFING SYSTEM OVER GYP. BD. PROVIDE REQUIRED FLASHINGS AT PARAPET, SEAMS, EAVES, VALLEYS, & EDGES. 4K9 PARAPET CAP FLASHING PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. --ELEVATION NOTES 5 EXT. ELEVATION NOTES RKN WINDOW SYSTEM STOREFRONT STYLE WINDOWS. TYPE & COLOR TO MATCH EXISTING WINDOWS. REINSTALL RETAINED WINDOWS WHERE POSSIBLE. RKO TIMBER TRIM INDICATES TIMBER TRIM SECURED TO WALL FRAMING (SEE ELEVATIONS) RKP EXISTING STRUCTURAL BEAM INDICATES EXISTING STRUCTURAL BEAM, REDUCED OR NO HEADROOM WHERE LINE TYPE IS SOLID. MAY REQUIRE MODIFICATION OF FRAMING TO POCKET BEAM. FIELD VERIFY. RK4 RECESSED LIGHT WELL INDICATES NEW RECESSED LIGHT CHAMBER, CENTERED ABOVE WINDOWS. RKR STONE VENEER INDICATES STONE VENEER. INSTALL PER MFR. REQ'MTS. RKU BEAM SUPPORT INDICATES LOCATION OF SUPPORT BEAM CONNECTED TO WALL FRAMING BELOW. PROVIDE ANCHORAGE BLOCKING AS REQUIRED TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RK9 BEAM INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. RKNO BEAM FLASHING PREFINISHED STEEL FLASHING ALONG TOP OF BEAMS. EVALUATE EXISTING FLASHING, AND REPLACE AS NECESSARY. COLOR AS SELECTED BY OWNER. RKNP GALVANIZED CORRUGATE 7/8"x3" GALVANIZED CORRUGATED SIDING INSTALLED OVER RAIN SCREEN SYSTEM. PROVIDE BASE FLASHING AND TRIMS AS REQUIRED. INSTALL PER MFR. REQ'MT. RKN4 CHANNEL SIDING 7.62" CHANNEL SIDING OR SIM. INSTALLED OVER RAIN SCREEN SYSTEM. PROFILE AND COLOR AS A SELECTED OWNER. PROVIDE BASE, CORNER, END AND CAP FLASHINGS AS REQUIRED. RKNR EXISTING FOOTING INDICATES EXISTING FOOTING. PROTECT DURING CONSTRUCTION. RKNS NEW FOUNDATION NEW FOUNDATION AS OCCURS, SEE FNDN. PLN. RKNU BEAM POCKET PROVIDE POCKETING FOR EXISTING BEAM. ENSURE PENETRATIONS ARE SEALED WITH SILICONE OR FLUID APPLIED FLASHING. PROVIDE FLASHING AS REQUIRED FOR VENEER IN ORDER TO MINIMIZE MOISTURE PENETRATION. RKOM NEW SIDEWALK INDICATES NEW SIDEWALK, PROVIDE GRAVEL BED AS REQ'D RKOO EXISTING GRADE INDICATES APPROXIMATE EXISTING GRADE, MODIFY AS REQUIRED FOR NEW CONSTRUCTION, AND REPLACE TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURE (MIN 6" IN 10'). MARKDATETransmittal Set Name 0112/20/2023City Review LEFT ELEVATION1 A4.4 1/4" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A5 . 1 Sh e e t : 14 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: SE C T I O N S Sh e e t : 1 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SE C T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 11' 11'-11/8" 1'-103/4" 10'-11/8" 2' 3' 3' 2'-111/2" 6" 7" 1' 1' 61/2" 4" 6.16.2 6.3 6.3 6.4 6.5 6.6 6.7 6.8 6.9 6.9 6.8 6.10 6.10 6.10 6.11 6.11 6.11 6.11 6.12 6.12 6.4 6.13 6.14 6.15 6.16 6.18 6.19 6.20 6.216.22 6.23 6.24 6.256.25 6.256.256.256.25 6.25 6.25 6.26 6.26 6.276.276.27 6.28 6.29 6.30 6.30 6.31 6.32 6.32 6.32 6.33 6.35 6.366.36 6.37 NEW FLOOR, UL U904. SEE DETAIL 4/A2.1 13'-1" 11" 11'-11/8" 11'-117/8" 2'-3/4" 3' 6.9 6.9 6.10 6.10 6.11 6.11 6.13 6.16 6.18 6.18 6.196.19 6.20 6.21 6.22 6.23 6.24 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.25 6.26 6.26 6.26 6.27 6.29 6.30 6.31 6.31 6.316.32 6.32 6.32 6.31 6.336.336.336.33 6.34 6.35 6.35 6.366.36 6.36 6.36 6.366.36 6.37 6.37 6.37 6.37 6.38 4.9 4.2 4.14 6.37 6.39 6.39 6.40 NEW FLOOR, UL U904. SEE DETAIL 4/A2.1 NEW FLOOR, UL U944. SEE DETAIL 3/A2.1 EXISTING 2 HOUR MASONRY WALL EXISTING 2 HOUR MASONRY WALL EXISTING 2 HOUR MASONRY WALL NEW FLOOR, UL U904. SEE DETAIL 3/A2.1 6.41 KEYED NOTES -PLAN NOTES 4 ROOF PLAN NOTES 4KO PREFINISHED STEEL ROOFING INSTALLED OVER ICE/WATER SHIELD. INSTALL PER MFR. REQ'MTS. 4K9 PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. 4KN4 INDICATES LOCATION OF BEAM TO SUPPORT ROOF FRAMING, SEE ROOF FRAMING PLAN FOR SIZE & TYPE. ---SECTION NOTES 6 BUILDING SECTION NOTES SKN PROVIDE ADA COMPLIANT CONCRETE RAMP FROM EXISTING SIDEWALK TO LANDING, MAX 1:12 SLOPE, NO CROSS SLOPE. SKO PROVIDE 60" EXTERIOR LANDING AT NEW EXTERIOR DOOR, PROVIDE ASPHALTIC EXPANSION JOINT WHERE SLAB MEETS CONCRETE WALL. SKP ELECTRONICLY SECURED ACCESS DOOR, COORDINATE WITH OWNER & CONTRACTOR FOR TYPE AND SPEC. SK4 4" STAIR LANDING OVER STEEL B- DECK, SEE STRUCTURAL DRAWINGS FOR SPEC. SKR 4X6 STEEL ANGLE IRON SUPPORT SECURED TO CONCRETE WITH DROP IN WEDGE ANCHORS OR AS SPECIFIED BY ENGINEER. PROVIDE AT PERIMETER OF ALL STAIR LANDINGS. SKS 4X6 STEEL ANGLE IRON SUPPORT SECURED TO FRAMED WALL WITH LAGS AT EACH STUD, SIZE AND QUANTITY PER ENGINEER. PROVIDE AT PERIMETER OF ALL STAIR LANDINGS. SKT PAN FORMED OR PRECAST CONCRETE TREAD WITH WELDING TAB AT EA. END. MAX 7" RISE, MIN. 11" RUN, TYP. FIELD VERIFY ALL MEASUREMENTS PRIOR TO FABRICATION. SKU STEEL TUBE OR C-CHANNEL STRINGER WITH 2x2 ANGLE TREAD SUPPORTS. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. SK9 3/4" STEEL BALUSTERS AT MAX 4" O.C., WELDED TO TOP OF STEEL STRINGER, FIELD VERIFY QUANTITY AND TYPE. SKNM 2" ROUND GUARD RAIL AT MIN. 42" FROM NOSING OR FINISHED FLOOR AS OCCURS. SKNN 2" ROUND HAND RAIL AT 34"-38" FROM NOSING OR FINISHED FLOOR AS OCCURS. PROVIDE STEEL BRACKETS SECURED TO BALUSTERS OR MIDLINE POSTS AT 36" O.C. OR AS SPECIFIED BY ENGINEER. SKNO SECURE STEEL STRINGER TO WOOD FRAMING WITH WELDED BRACKET SECURED TO FRAMING WITH LAGS. PROVIDE SOLID BLOCKING IN FRAMING TO RECIEVE LAGS. FIELD VERIFY BLOCKING LOCATION PRIOR TO INSTALLATION. WHERE STRINGER ATTACHES TO STEEL, WELD IN PLACE. SKNP INDICATES APPROXIMATE LOCATION OF BEAM IN WALL. PROVIDE POCKET IN FRAMING TO ACCOMODATE. DO NOT MODIFY EXISTING BEAMS. SKN4 INDICATES APPROXIMATE LOCATION OF BLOCKING IN WALL FOR STRUCTURAL SUPPORT. FIELD VERIFY PRESSENCE OF BLOCKING PRIOR TO INSTALLATION OF STRUCTURAL MEMBERS. SKNR INDICATES CHANGE IN WALL TYPE OR WIDTH WHICH CREATES A SHELF CONDITION. PROVIDE TRIM OR FINISHES TO CONCEAL TRANSITION. PROVIDE SAMPLE FOR OWNER APPROVAL PRIOR TO FABRICATION OR INSTALLATION. SKNS INDICATES FLOOR STRUCTURE AS SPECIFIED BY ENGINEER. SEE STRUCTURAL DRAWINGS FOR SIZE, TYPE, AND QUANTITY. SKNU INDICATES 5/8" GYP. BD. CEILING. FIELD COORDINATE WITH CONTRACTOR & OWNER FOR SPECIFIC TREATMENTS OR FINISHES. SKN9 2x6 PARAPET WALL SECURED TO ROOFING DECK. PROVIDE OSB SHEATHING AT BOTH SIDES. SKOM INDICATES 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOF SYSTEM INSTALLED OVER 1/2" GYP. BD. SKON 60 MIL. FULLY ADHERED MEMBRANE AT ALL PARAPET WALLS. CONTINUOS TO CAP. SKOO INDICATES HOT AIR WELDED FLASHING AT ALL ROOFING JOINTS. SKOP PROVIDE SCREENED RAIN GUTTER & DRIP EDGE AT ROOF EAVE TERMINATION. SECURE TO BLOCKING AT ROOF STRUCTURE. PROVIDE HEAT TAPE IN BOTH GUTTER AND DOWNSPOUT TO PREVENT ICING. SKO4 PROVIDE PREFINISHED STEEL DOWNSPOUT SECURED WITH BRACKETS TO WALL AS REQUUIRED. PROVIDE HEAT TAPE TO PREVENT ICING. SKOR INDICATES EXISTING STRUCTURE, DO NOT MODIFY OR REMOVE WITHOUT APPROVAL FROM STRUCTURAL ENGINEER. SKOS FIELD VERIFY THE STATUS OF THE EXISTING ROOFING AND FLASHING AS INSTALLED. WHERE NEEDED, PATCH AND REPAIR, OR REPLACE WITH NEW. IF UNFORSEEN STRUCTURAL DAMAGE IS APPARENT, STOP WORK AND ALERT THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONTINUATION. SKOT INDICATES WALLS AND OPENINGS BEYOND. SKOU ADA COMFORT HEIGHT TOILETS INSTALLED IN ALL BATHROOMS, VERIFY QUANTITY, TYPE, & LOCATION BEFORE PROCUREMENT OR INSTALLATION. SKO9 INDICATES CUSTOM RADIUS STAIR BEYOND, WOOD FRAMED WITH MAX 7" RISE, & MIN. 11" RUN. STAIR TO MATCH RADIUS OF EXISTING STAIR WELL. FIELD VERIFY FLOOR TO FLOOR AND RADIUS PRIOR TO FABRICATION. SKPM INDICATES RAILING TO MATCH ALL OTHER RAILING MATERIALS AND SPECIFICATIONS, BUT INSTALLED IN A RADIUS TO MATCH EXISTING STAIR WELL AND/OR NEW STAIRCASE. FIELD VERIFY RAIDUS PRIOR TO FABRICATION. SKPN 2x6 AT 16" O.C. WALL FRAMING. FULLY INSULATE CAVITY. PROVIDE BLOCKING AT 8' O.C. WHERE WALL HEIGHT EXCEEDS 10'. WHERE STUD HEIGHT EXCEEDS 12', PROVIDE DOUBLE STUDS OR ENGINEERED STUDS. BLOCK ALL SHEETHING EDGES. TYP. AT ALL EXT. WALLS. SKPO 2x4 AT 16" O.C. WALL FRAMING OR 2x6 AS INDICATED. PROVIDE BLOCKING AT 8' O.C. WHERE WALL HEIGHT EXCEEDS 10'. SKPP EXISTING STRUCTURAL DECK TO REMAIN, NO PENETRATIONS WITHOUT COORDINATION OF STRUCTURAL ENG. SKP4 NEW CONCRETE STEM WALL TO REINFORCE BEARING OF EXISTING FOOTING. ENSURE BACKFILL IS COMPACTED TO 95% OR IS SAND/GRAVEL TO ENSURE STABILITY. FOOTINGS ON UNDISTURBED SOIL. SKPR NEW 4" CONCRETE SLAB OVER 4" GRAVEL FILL. PROVIDE 6 MIL. VAPOR BARRIER, SEAMS LAPPED 6" & TAPED. PROVIDE EXPANSION JOINT AT PERIMETER. SKPS EXISTING WALL TO REMAIN. REINFORCE ANY NEW OPENINGS WITH STEEL. SKPT 4" TOPPING SLAB AT NEW FLOOR SYSTEM. SKPU 8" HOLLOW CORE PANELS, SEE STRUCTURAL DRAWINGS. SKP9 BREAK ROOM DESIGN B.O. SK4M 2x8 HAND FRAMED ROOF OVER CRIPPLE WALLS BUILT ON STRUCTURAL ROOF DECK. SK4N 2x6 CRIPPLE WALLS BUILT ON ROOF DECK. MARKDATETransmittal Set Name 0112/20/2023City Review SECTION A1 A5.1 1/4" = 1'-0" 0 2'4'8' SECTION B2 A5.1 1/4" = 1'-0" 0 2'4'8' COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A5 . 2 Sh e e t : 15 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: SE C T I O N S Sh e e t : 2 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SE C T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 4' 4' 9'-103/8" 14' 11'-11/8" 1'-103/4" 10'-11/8" 9'-103/8" 1'-67/8" 75/8" 1'-1/8" 8"3" 13'-6" 2"4" 6.37 6.37 6.386.38 6.35 6.33 6.32 6.31 6.31 6.31 6.276.27 6.27 6.276.27 6.27 6.20 6.21 6.22 6.196.196.19 6.19 6.18 6.18 6.18 6.18 6.18 6.18 6.16 6.16 6.16 4.2 4.3 4.4 4.94.9 4.9 4.10 4.11 6.35 NEW FLOOR, UL U904. SEE DETAIL 4/A2.1 NEW FLOOR, UL U944. SEE DETAIL 3/A2.1 EXISTING 2 HOUR MASONRY WALL KEYED NOTES -PLAN NOTES 4 ROOF PLAN NOTES 4KO PREFINISHED STEEL ROOFING INSTALLED OVER ICE/WATER SHIELD. INSTALL PER MFR. REQ'MTS. 4KP PREFINISHED STEEL FLASHING ALONG ROOF EDGES. COLOR AS SELECTED BY OWNER. 4K4 PREFINISHED STEEL DRIP EDGE FLASHING ALONG ROOF EAVE. COLOR AS SELECTED BY OWNER. 4K9 PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. 4KNM PVC WELDED FLASHING AT BASE OF PARAPET, MEMBRANE UP PARAPET WALL TO BE FULLY ADHERED BY ADHESIVE OR HOOK & LOOP. 4KNN OFFSET WALL VENEER FINISHINGS FROM ROOF SURFACE 8" MIN. PROVIDE FLASHINGS AS REQUIRED. PROVIDE ANGLE IRON SECURED TO WALL FRAMING TO SUPPORT STONE VENEER. ENSURE CAVITY DRAINAGE IS NOT RESTRICTED. ---SECTION NOTES 6 BUILDING SECTION NOTES SKNS INDICATES FLOOR STRUCTURE AS SPECIFIED BY ENGINEER. SEE STRUCTURAL DRAWINGS FOR SIZE, TYPE, AND QUANTITY. SKNU INDICATES 5/8" GYP. BD. CEILING. FIELD COORDINATE WITH CONTRACTOR & OWNER FOR SPECIFIC TREATMENTS OR FINISHES. SKN9 2x6 PARAPET WALL SECURED TO ROOFING DECK. PROVIDE OSB SHEATHING AT BOTH SIDES. SKOM INDICATES 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOF SYSTEM INSTALLED OVER 1/2" GYP. BD. SKON 60 MIL. FULLY ADHERED MEMBRANE AT ALL PARAPET WALLS. CONTINUOS TO CAP. SKOO INDICATES HOT AIR WELDED FLASHING AT ALL ROOFING JOINTS. SKOT INDICATES WALLS AND OPENINGS BEYOND. SKPN 2x6 AT 16" O.C. WALL FRAMING. FULLY INSULATE CAVITY. PROVIDE BLOCKING AT 8' O.C. WHERE WALL HEIGHT EXCEEDS 10'. WHERE STUD HEIGHT EXCEEDS 12', PROVIDE DOUBLE STUDS OR ENGINEERED STUDS. BLOCK ALL SHEETHING EDGES. TYP. AT ALL EXT. WALLS. SKPO 2x4 AT 16" O.C. WALL FRAMING OR 2x6 AS INDICATED. PROVIDE BLOCKING AT 8' O.C. WHERE WALL HEIGHT EXCEEDS 10'. SKPP EXISTING STRUCTURAL DECK TO REMAIN, NO PENETRATIONS WITHOUT COORDINATION OF STRUCTURAL ENG. SKPR NEW 4" CONCRETE SLAB OVER 4" GRAVEL FILL. PROVIDE 6 MIL. VAPOR BARRIER, SEAMS LAPPED 6" & TAPED. PROVIDE EXPANSION JOINT AT PERIMETER. SKPT 4" TOPPING SLAB AT NEW FLOOR SYSTEM. SKPU 8" HOLLOW CORE PANELS, SEE STRUCTURAL DRAWINGS. MARKDATETransmittal Set Name 0112/20/2023City Review SECTION C1 A5.2 1/4" = 1'-0" 0 2'4'8' COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A5 . 3 Sh e e t : 16 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: SE C T I O N S Sh e e t : 3 of 3 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SE C T I O N S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 7" 1' 61/2" 1' 6'-113/8" 10'-65/8" 7' 11' 12'-117/8" 3' 6" 6.1 6.2 6.3 6.4 6.4 6.5 6.6 6.6 6.7 6.7 6.8 6.8 6.8 6.8 6.9 6.9 6.9 6.10 6.10 6.10 6.10 6.11 6.11 6.11 6.11 6.11 6.11 6.12 6.13 6.14 6.156.15 6.16 6.16 6.18 6.18 6.19 6.20 6.21 6.21 6.22 6.22 6.22 6.22 6.22 6.42 6.44 6.9 6.13 6.14 4.9 4.10 4.9 4.17 12'-117/8" 10'-11/8" 4' 4' 6'-6" 3' 6" 61/2" 1' 7' 4.94.9 4.9 4.10 6.4 6.6 6.6 6.7 6.8 6.9 6.9 6.10 6.10 6.11 6.11 6.11 6.14 6.166.16 6.18 6.18 6.19 6.21 6.20 6.23 6.25 6.26 6.27 6.31 6.31 6.31 6.31 6.35 6.44 6.13 6.8 4.17 6.11 KEYED NOTES -PLAN NOTES 4 ROOF PLAN NOTES 4K9 PARAPET CAP FLASHING PREFINISHED PARAPET CAP FLASHING AT TOP OF PARAPET, SLOPE TOWARD ROOF. COLOR AS SELECTED BY OWNER. 4KNM PARAPET BASE FLASHING PVC WELDED FLASHING AT BASE OF PARAPET, MEMBRANE UP PARAPET WALL TO BE FULLY ADHERED BY ADHESIVE OR HOOK & LOOP. 4KNT SOLAR PANELS POSSIBLE LOCATION FOR SOLAR PANEL RANGE. DESIGN B.O., FIELD VERIFY LOCATION AND ENSURE SOLID BLOCKING IS PROVIDED AS REQUIRED FOR FRAME SUPPORT. ENSURE THAT FRAME SECUREMENT IS APPROPRIATELY FLASHED AND BOOTED AS NECESSARY TO PREVENT WATER INFILTRATION. ---SECTION NOTES 6 BUILDING SECTION NOTES SKN NEW RAMP PROVIDE ADA COMPLIANT CONCRETE RAMP FROM EXISTING SIDEWALK TO LANDING, MAX 1:12 SLOPE, NO CROSS SLOPE. SKO EXTERIOR LANDING PROVIDE 60" EXTERIOR LANDING AT NEW EXTERIOR DOOR, PROVIDE ASPHALTIC EXPANSION JOINT WHERE SLAB MEETS CONCRETE WALL. SKP SECURE ACCESS ELECTRONICLY SECURED ACCESS DOOR, COORDINATE WITH OWNER & CONTRACTOR FOR TYPE AND SPEC. SK4 STAIR LANDING 4" STAIR LANDING OVER STEEL B-DECK, SEE STRUCTURAL DRAWINGS FOR SPEC. SKR LANDING SUPPORT @ CONCRETE WALL 4X6 STEEL ANGLE IRON SUPPORT SECURED TO CONCRETE WITH DROP IN WEDGE ANCHORS OR AS SPECIFIED BY ENGINEER. PROVIDE AT PERIMETER OF ALL STAIR LANDINGS. SKS LANDING SUPPORT @ FRAMED WALL 4X6 STEEL ANGLE IRON SUPPORT SECURED TO FRAMED WALL WITH LAGS AT EACH STUD, SIZE AND QUANTITY PER ENGINEER. PROVIDE AT PERIMETER OF ALL STAIR LANDINGS. SKT CONCRETE TREAD PAN FORMED OR PRECAST CONCRETE TREAD WITH WELDING TAB AT EA. END. MAX 7" RISE, MIN. 11" RUN, TYP. FIELD VERIFY ALL MEASUREMENTS PRIOR TO FABRICATION. SKU STEEL STRINGER STEEL TUBE OR C-CHANNEL STRINGER WITH 2x2 ANGLE TREAD SUPPORTS. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. SK9 STEEL BALUSTERS 3/4" STEEL BALUSTERS AT MAX 4" O.C., WELDED TO TOP OF STEEL STRINGER, FIELD VERIFY QUANTITY AND TYPE. SKNM STEEL GUARD RAIL 2" ROUND GUARD RAIL AT MIN. 42" FROM NOSING OR FINISHED FLOOR AS OCCURS. SKNN STEEL HANDRAIL 2" ROUND HAND RAIL AT 34"-38" FROM NOSING OR FINISHED FLOOR AS OCCURS. PROVIDE STEEL BRACKETS SECURED TO BALUSTERS OR MIDLINE POSTS AT 36" O.C. OR AS SPECIFIED BY ENGINEER. SKNO STRINGER SECUREMENT SECURE STEEL STRINGER TO WOOD FRAMING WITH WELDED BRACKET SECURED TO FRAMING WITH LAGS. PROVIDE SOLID BLOCKING IN FRAMING TO RECIEVE LAGS. FIELD VERIFY BLOCKING LOCATION PRIOR TO INSTALLATION. WHERE STRINGER ATTACHES TO STEEL, WELD IN PLACE. SKNP EXISTING BEAM IN WALL INDICATES APPROXIMATE LOCATION OF BEAM IN WALL. PROVIDE POCKET IN FRAMING TO ACCOMODATE. DO NOT MODIFY EXISTING BEAMS. SKN4 BLOCKING IN WALL INDICATES APPROXIMATE LOCATION OF BLOCKING IN WALL FOR STRUCTURAL SUPPORT. FIELD VERIFY PRESSENCE OF BLOCKING PRIOR TO INSTALLATION OF STRUCTURAL MEMBERS. SKNR CHANGE IN WALL TYPE INDICATES CHANGE IN WALL TYPE OR WIDTH WHICH CREATES A SHELF CONDITION. PROVIDE TRIM OR FINISHES TO CONCEAL TRANSITION. PROVIDE SAMPLE FOR OWNER APPROVAL PRIOR TO FABRICATION OR INSTALLATION. SKNS FLOOR STRUCTURE INDICATES FLOOR STRUCTURE AS SPECIFIED BY ENGINEER. SEE STRUCTURAL DRAWINGS FOR SIZE, TYPE, AND QUANTITY. SKNU CIELING INDICATES 5/8" GYP. BD. CEILING. FIELD COORDINATE WITH CONTRACTOR & OWNER FOR SPECIFIC TREATMENTS OR FINISHES. SKN9 PARAPET WALL 2x6 PARAPET WALL SECURED TO ROOFING DECK. PROVIDE OSB SHEATHING AT BOTH SIDES. SKOM PVC MEMBRANE INDICATES 60 MIL. MECHANICALLY FASTENED PVC MEMBRANE ROOF SYSTEM INSTALLED OVER 1/2" GYP. BD. SKON PVC MEMBRANE AT PARAPET 60 MIL. FULLY ADHERED MEMBRANE AT ALL PARAPET WALLS. CONTINUOS TO CAP. SKOO PVC MEMBRANE FLASHING INDICATES HOT AIR WELDED FLASHING AT ALL ROOFING JOINTS. SKOP RAIN GUTTER PROVIDE SCREENED RAIN GUTTER & DRIP EDGE AT ROOF EAVE TERMINATION. SECURE TO BLOCKING AT ROOF STRUCTURE. PROVIDE HEAT TAPE IN BOTH GUTTER AND DOWNSPOUT TO PREVENT ICING. SKOR EXISTING STRUCTURE INDICATES EXISTING STRUCTURE, DO NOT MODIFY OR REMOVE WITHOUT APPROVAL FROM STRUCTURAL ENGINEER. SKOS EXISTING ROOFS C FLASHING FIELD VERIFY THE STATUS OF THE EXISTING ROOFING AND FLASHING AS INSTALLED. WHERE NEEDED, PATCH AND REPAIR, OR REPLACE WITH NEW. IF UNFORSEEN STRUCTURAL DAMAGE IS APPARENT, STOP WORK AND ALERT THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONTINUATION. SKOT WALLS C OPENINGS INDICATES WALLS AND OPENINGS BEYOND. SKPN EXTK WALL FRAMING 2x6 AT 16" O.C. WALL FRAMING. FULLY INSULATE CAVITY. PROVIDE BLOCKING AT 8' O.C. WHERE WALL HEIGHT EXCEEDS 10'. WHERE STUD HEIGHT EXCEEDS 12', PROVIDE DOUBLE STUDS OR ENGINEERED STUDS. BLOCK ALL SHEETHING EDGES. TYP. AT ALL EXT. WALLS. SKPR NEW SLAB NEW 4" CONCRETE SLAB OVER 4" GRAVEL FILL. PROVIDE 6 MIL. VAPOR BARRIER, SEAMS LAPPED 6" & TAPED. PROVIDE EXPANSION JOINT AT PERIMETER. SK4O STEEL BEAM NEW STEEL BEAM, SEE FLOOR FRAMING PLAN FOR SIZE/TYPE. SK44 CLEAR HEIGHT 84" MIN. CLEAR HEIGHT. MARKDATETransmittal Set Name 0112/20/2023City Review 05 STAIR SECTION 11 A5.3 1/2" = 1'-0" STAIR SECTION 22 A5.3 1/2" = 1'-0" NOTEW THE GRIP SIZE OF GRASPABLE HANDRAILS MUST COMPLY WITH IRC 311.7.8.5 TYPE 1 OR TYPE 2, IBC 1014.3 NOTEW GUARD RAIL COMMERCIAL MINIMUM 42" PER IBC 1015.3 COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A6 . 1 Sh e e t : 17 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: DE T A I L S & SC H E D U L E S Sh e e t : 1 of 2 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S SC H E D U L E S & DE T A I L S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 2x BLOCKING SHIM AS REQ'D ALUM. FRAME- THERMALY BROKEN INSULATING GLASS STUD FRAMING AS OCCURS EXTERIOR FINISHES AS OCCUR INT. FINISHES AS OCCUR FLASHING AS REQ'D FOR EXT. FINISH SYSTEM. SEALANT GLAZING AS OCCURS SHEATHING PER ENG. INSULATED GLASS BACKER ROD & SEALANT WOOD SHIM STONE VENEER OR SIDING SYSTEM AS OCCURS 1" RIGID INSULATION TAPED-IN METAL CORNER BATT INSULATION 5/8" GYP. BD. 2" 41/2" EXP. JOINT WHERE REQ'D CAULKING AT INTERIOR & SEALANT AT EXTERIOR ALUM. SHOE & WOOD SHIM AS REQ'D. ALUM. WINDOW FRAME EXT. FINISHES AS OCCUR BEYOND NOM. FOUNDATION WALL 4" FLOOR SLAB DEPRESS AS REQ'D. FOR ENTRY GRATE 2 6 SEALANT - BOTH SIDES ALUMINUM/GLASS DOOR ALUM. FRAME - THERMALLY BROKEN TAPED-IN METAL EDGE TAPED-IN METAL CORNER WOOD SHIM AS REQ'D. HEADER PER STRUCT. 5/8" TYPE 'X' GYP. BD. 2x6 STUD WALL WITH INSULATION STEEL LINTEL PER STRUCT. STONE VENEER OR EXT. SIDING SYSTEMS AS OCCUR 2 6 2 6 ALUMINUM/GLASS DOOR ALUM. FRAME - THERMALLY BROKEN SEALANT - BOTH SIDES BRICK VENEER 5/8" TYPE 'X' GYP. BD. TAPED-IN METAL CORNER 2x6 STUD WALL WITH BATT INSULATION TAPED-IN METAL EDGE WOOD SHIM AS REQ'D. FLOOR LINE FLOOR SLAB, WOOD OR CONC. ALUM./GLASS DOOR NEW ALUMINUM THRESHOLD SET IN MASTIC COMPLY w/ADA ALUMINUM/GLASS DOOR ALUMINUM FRAME - THERMALLY BROKEN 2x6 STUDS NOTEW JAMB SIMILAR CONT. SEALANT HEADER PER ENG. SHIM AS REQ'D. TAPED-IN METAL EDGE 5/8" TYPE 'X' GYP. BD. BOTH SIDES 2 6 2 6 2 6 2 6 ALUMINUM/GLASS DOOR ALUM. FRAME - THERMALLY BROKEN SEALANT - BOTH SIDES 5/8" GYP. BD. 5/8" TYPE 'X' GYP. BD. TAPED-IN METAL CORNER 2x6 STUD WALL WITH BATT INSULATION TAPED-IN METAL EDGE WOOD SHIM AS REQ'D. 41/ 2 " 2" MED. STILE ALUM. DOOR 1/4" CLR. TEMP. GLASS ALUM. STOREFRONT SYSTEM w/ 1/4" CLEAR TEMPERED GLASS 41/ 2 " 2" MED. STILE ALUM. DOOR 1/4" CLR. TEMP. GLASS ALUM. STOREFRONT SYSTEM w/ 1/4" CLEAR TEMPERED GLASS 2x BLOCKING SHIM AS REQ'D ALUM. FRAME- THERMALY BROKEN INSULATING GLASS STUD FRAMING AS OCCURS EXTERIOR FINISHES AS OCCUR INT. FINISHES AS OCCUR SILL PAN & FLASHING AS REQ'D FOR EXT. FINISH SYSTEM. SEALANT 2" 41/2" CAULKING AT INTERIOR & SEALANT AT EXTERIOR ALUM. SHOE & WOOD SHIM AS REQ'D. ALUM. WINDOW FRAME EXT. FINISHES AS OCCUR BEYOND NOM. WOOD FLOOR FRAMING SILL PAN, & SEALANT AS REQ'D 2" 41/2" CAULKING AT INTERIOR & SEALANT AT EXTERIOR ALUM. SHOE & WOOD SHIM AS REQ'D. ALUM. WINDOW FRAME EXT. FINISHES AS OCCUR BEYOND NOM. CONCRETE TOPPING AS OCCURS 43/ 4 " 05/8" 2" 53/ 4 " PAINTED H.M. FRAME DOUBLE 2x WOOD STUDS 5/8" TYPE 'X' GYP. BD. DOOR PER SCHEDULE 3 ANCHORS PER JAMB 5/8" TYPE 'X' GYP. BD. 43/4" 05/ 8 " 2" 53/4" HEADER PER ENG. 2x WOOD STUD WALL 5/8" TYPE 'X' GYP. BD. BOTH SIDES PAINTED H.M. FRAME DOOR PER SCHEDULE MARKDATETransmittal Set Name 0112/20/2023City Review WINDOW HEAD DETAIL1 A6.1 3" = 1'-0" WINDOW MULLION DETAIL2 A6.1 3" = 1'-0" WINDOW JAMB DETAIL3 A6.1 3" = 1'-0" WINDOW SILL 14 A6.1 3" = 1'-0" WINDOW SILL 36 A6.1 3" = 1'-0" WINDOW SILL 25 A6.1 3" = 1'-0" WINDOW SILL 47 A6.1 3" = 1'-0" EXT DOOR HEAD DETAIL8 A6.1 3" = 1'-0" EXT DOOR JAMB DETAIL9 A6.1 3" = 1'-0" EXT DOOR SILL DETAIL11 A6.1 3" = 1'-0" INT. DOOR HEAD DETAIL12 A6.1 3" = 1'-0" INT. DOOR JAMB DETAIL13 A6.1 3" = 1'-0" INT. DOOR JAMB AT MULLION DETAIL14 A6.1 3" = 1'-0" EXT. DOOR MULLION DETAIL10 A6.1 3" = 1'-0" H.M. DOOR JAMB16 A6.1 3" = 1'-0" H.M. DOOR HEAD15 A6.1 3" = 1'-0" COT T O N W AR C H I T E C T U R A L GR O U P OO D STAMP:STAMP: COTTONWOOD ARCHITECTURAL GROUP, LLC LICENSED ARCHITECT ISAIAH U. WOMACK LICENSE AR-987575 STATE OF IDAHO MA R K DA T E Tr a n s m i t t a l Se t Na m e 01 12 / 2 0 / 2 0 2 3 Ci t y Re v i e w SH E E T TI T L E A6 . 2 Sh e e t : 18 of 32 PROJECT NO: IUW MSR 202314 2024 DRAWN BY: CHECKED BY: COPYRIGHT: DE T A I L S & SC H E D U L E S Sh e e t : 2 of 2 BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S Fr i d a y , Ma r c h 1, 20 2 4 10 : 1 3 AM by us e r BI M c l o u d : co t t o n w o o d a r c h - BI M c l o u d So f t w a r e as a Se r v i c e / F R O N T I E R PI E S / 0 1 - PL A N FI L E S / F R O N T I E R PI E S WI N D O W & DO O R SC H E D U L E S AV E O SO L A R BU I L D I N G RE M O D E L PR O J E C T LO C A T I O N : 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Cottonwood Architectural Group, LLC reserves all rights to plans, drawings and ideas and all modifications. These plans are not to be copied, changed and or reproduced unless with express written consent of Cottonwood Architectural Group, LLC. Purchasers of these plans are limited to a single use of construction. Before starting construction the Purchaser(s), Builder(s), Subcontracer(s), and Supplier(s) must verify according to common best practices in their specific field whether there be any error in the plans that may need to be addressed and/or corrected. The Purchaser(s) or their agreed agent is responsible to secure and pay for any required structural, electrical, civil, mechanical, or other necesssary engineering as dictated by their local Authority Having Jurisdiction (AHJ). If the Purchaser(s) or their agreed agent find errors in the drawings, they must report them to Cottonwood Architectural Group, LLC and allow adequate time for correction of the errors to ensure project success. CO T T O N W O O D AR C H ' L GR O U P , LL C 53 5 N 40 3 0 E, Ri g b y , ID 83 4 4 2 EM A I L : de s i g n @ c o t t o n w o o d a r c h . c o m TE L : 20 8 - 65 4 -69 8 6 3/1/2024 WINDOW SCHEDULE ID A B C D E F G Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 QTY 7 10 2 3 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 W 4' 6' 15' 3' 12' 9' 12' 12' 3'-6" 4'-4" 14'-10" 4'-3" 3'-4" 4'-8" 4'-2" 6'-2" 6'-2" 5'-8" 5'-8" 10'-3" 6'-7" 5'-7" 6'-1" 15'-8" 10'-10" H 3' 7' 7' 7' 7' 7' 4'-6" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' TYPE SLIDING ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT ALUMINUM STOREFRONT INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM INT. GLASS WALL SYSTEM GLASS TYPE A A A A A A A E E E E E E E E E E E E E E E E E E TEMPERED --- --- --- --- --- --- --- TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED NOTES/COMMENTS SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE SEE WINDOW TYPE A A 4' 3' A B A B 6' 7' A B A B A B A B A B 15' 7' A B 3' 7' A B A B A B A B 12' 7' A B A B A B 9' 7' TYPE:A B C D E F QTY:7 10 2 3 2 2 A A A A 12' 4' - 6 " E E E E E E E E 12' 7' E E E E 6'-2" 7' TYPE:G Z1 Z2 QTY:1 8 11 DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 Z2 QTY 3 1 6 4 1 1 1 1 10 28 W 3' 6' 3' 3' 6' 6' 6' 3' 3' H 7' 7' 7' 7' 7' 7' 7' 7' 6'-8" TYPE TBD TBD TBD TBD TBD TBD TBD TBD TBD EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS TEMPERED --- --- --- TEMPERED TEMPERED TEMPERED TEMPERED --- --- FIRE RATING 90 MIN 90 MIN --- --- --- --- --- --- --- NOTES & COMMENTS INSULATED FIBERGLASS EXTERIOR DOOR3' 7' 6' 7' 3' 7' E 3' 7' E E E E 6' 7' TYPE:1 2 3 4 5 QTY:3 1 6 4 1 A A A A 6' 7' C C 6' 7' 3' 7' TYPE:6 7 8 Z2 QTY:1 1 1 10 1/4" CLEAR TEMPERED GLASS 1" INSULATING, LOW 'E' GLASS 1" INSULATING, LOW 'E' TEMPERED GLASS GLASS TYPES: A B E D 1" INSULATING OBSCURE GLASS C 1" INSULATING, LOW 'E' TEMPERED, OBSCURE GLASS MARKDATETransmittal Set Name 0112/20/2023City Review 05 WINDOW SCHEDULE N.T.S. WINDOW LEGEND N.T.S. DOOR SCHEDULE N.T.S. DOOR LEGEND N.T.S. INTERIOR WINDOWLGLASS PARTITION SYSTEMSW A. ALL INTERIOR WINDOW AND PARTITION SYSTEMS ARE MAKED WITH Z1 OR Z2 TO INDICATE FIRST OR SECOND FLOOR. B. ALL INTERIOR GLASS SHALL BE TEMPERED, 1/4" OR OTHER IF APPROVED BY CONTRACTOR AND BUILDING OWNER. C. FRAME SYSTEM AS SELECTED BY OWNER/CONTRACTOR AND PROVIDED BY MANUFACTURER. D. INSTALL INTERIOR WINDOW SYSTEMS PER MFR. REQM'T INTERIOR DOOR LGLASS PARTITION SYSTEMSW A. ALL INTERIOR DOORS WHICH ARE PART OF A PARTITION SYSTEM ARE MAKED WITH Z1 OR Z2 TO INDICATE FIRST OR SECOND FLOOR. B. DOOR PANELS WILL BE SELECTED BY OWNER FROM SYSTEM MANUFACTURER, ANY GLASS MUST BE TEMPERED C. FRAME SYSTEM AS SELECTED BY OWNER/CONTRACTOR AND PROVIDED BY MANUFACTURER. D. INSTALL INTERIOR PARTITION SYSTEMS PER MFR. REQM'T NOTEW ALL PANIC HARDWARE SHALL BE INSTALLED AS PER IBC SECTION 1010.1.10 MARKDATETransmittal Set Name 0112/20/2023City Review 06 LOCATION: REXBURG, ID WIND SPEED: 115 ULTIMATE EXPOSURE: C FROST DEPTH: 36" SEISMIC: D-1 Ss 0.39 S1 0.13 SDS 0.40 SD1 0.24 REGULATION: IBC 2018 AVEO SOLAR BUILDING REMODEL ENGINEERING LOADING: ROOF SNOW: 35 PSF ROOF DEAD: 25 PSF (INCREASED FOOR SOLAR) GROUND SNOW: 59 PSF OFFICE LIVE: 50 PSF UPPER CORRIDORS LIVE: 80 PSF LOBBIES AND FIRST CORRIDORS LIVE: 100 PSF FLOOR TRUSSES DEAD: 15 PSF 8" HOLLOW CORE AND 4+ TOPPING: 100 PSF RISK CATEGORY: 2 07 DE S C R I P T I O N RE V I S I O N DA T E CO V E R SH E E T SH E E T TI T L E : G-101 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L MARKDATETransmittal Set Name 0112/20/2023City Review EXCAVATION, BACKFILL, AND GRADING: 1. ALL EXCAVATION FOR FOOTINGS SHALL BE TO NATURAL, UNDISTURBED SOIL, OR ENGINEERED FILL TO COMPACTION OF 95% IN 8" LIFTS. SHALLOW FOUNDATIONS SHALL COMPLY WITH (IBC 1809). 2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST LINE. 3. (R401.3) FINISH GRADING SHALL BE DONE SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNDATIONS. MIN OF 6" IN FIRST 10'. 4. (2018 IRC R404.1.7) BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 5. ALL RETAINING WALLS REQUIRE DRAINAGE PER R405.1; CONNECT TO APPROVED DISCHARGE POINT. APPROVED FILTER MEMBRANE REQUIRED AROUND PERFORATED PIPE OR COVERING SURROUNDING ROCK (R405.1 FOR OTHER DRAIN TYPES AND MATERIALS) GENERAL FRAMING NOTE: 1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O. 2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER. 3. WOOD STRUCTURAL PANELS TO CONFORM TO IBC 2306.3 SHALL BE CONSTRUCTED IN ACCORDANCE WITH SDPWS 4.3.6 & 4.3.7. (SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.) 4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING. 5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS. 6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORTED BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER. 7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED PER MANUFACTURER DOCUMENTATION. 8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION 9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER APPROVED SIDING. 10. ENSURE TIMBER CONNECTIONS ARE ADEQUATELY SUPPORTED AND BRACED WHERE THEY CONNECT TO THE LIGHT FRAME STRUCTURE. 11. (IBC 2308.4.2.4) DO NOT NOTCH ANY STRUCTURAL WOOD MEMBER UNLESS SHOWN ON THE DRAWINGS 12. INSTALL AND FOLLOW ALL MANUFACTURES GUIDELINES FOR ENGINEERING WOOD I MEMBERS AND LVL PRODUCTS. DO NOT NOTCH OR CUT FLANGES OF ENGINEERED WOOD I MEMBERS, UNLESS APPROVED PER MANUFACTURER. 13. PLYWOOD FACE GRAIN MUST BE PERPENDICULAR TO ITS SUPPORTS. 14. WHEREVER POSSIBLE NAILS SHOULD BE DRIVEN PERPENDICULAR TO THE GRAIN INSTEAD OF TOENAIL. 15. GLUE-LAMINATED BEAMS SHALL COMPLY WITH THE FOLLOWING: A. (IBC REPORT 2519) I.B.C. COMBINATION 24F-V4 FOR SIMPLE SPANS, 24F-V8 FOR MULTIPLE SPANS OR CANTILEVER BEAMS. LUMBER SHALL BE DOUGLAS FIR 2400 PSI. CAMBER FOR DEAD LOAD AS SHOWN ON DRAWINGS. B. FAILURE OF GLUE-LAMINATED BEAM PLACEMENT REQUIRES MANUFACTURER CONSULTING WHETHER REMOVAL OF BEAM IS NECESSARY. C. WET USE ADHESIVES SHALL BE USED ON ALL GLULAM MEMBERS SUBJECTED TO POSSIBLE MOISTURE. ROOF FRAMING NOTE: 1. ROOF TRUSSES TO BE DESIGNED AND ENGINEERED BY SUPPLIER TO MEET THE DESIGN LOADS HEREIN INDICATED IN ADDITION TO ANY AND ALL DRIFTING LOADS, WIND LOADS, EQUIPMENT LOADS AND OTHER LOADS AS INDICATED ON FRAMING PLAN. 2. TRUSS MANUFACTURER TO PROVIDE TRUSS TO TRUSS CONNECTION DETAILS 3. SIMPSON H1 TIES OR BETTER @ EA. TRUSS. 4. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES, PLY TO MATCH PLY OF GIRDER TRUSS U.N.O. 5. (2) SIMPSON H2.5A CLIPS @ EACH GIRDER TRUSS U.N.O. GENERAL STRUCTURAL NOTE: 1. (IBC SECTION 101.3) 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. 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. 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 REFERENCED ON THE PLANS BUT SHALL APPLY NONETHELESS. 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. 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. CODES AND SPECIFICATIONS 1. INTERNATIONAL BUILDING CODE (IBC) - 2018 EDITION 2. ACI 318-14 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE 3. NATIONAL DESIGN SPECIFICATION (NDS) & SUPPL. FOR WOOD CONST. - 2018 EDITION 4. SPECIAL DESIGN PROVISION FOR WIND & SEISMIC - 2015 EDITION 5. ASCE 7-16 MIN. DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. GENERAL NOTES 1. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY THE BUILDER. 2. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS REQUIREMENTS. 5. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW WRITTEN CALLOUTS. 6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER OF RECORD. 7. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT / APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION REQUIREMENTS. CONCRETE COVER REQUIREMENTS (PER ACI 318-19) COVER REQUIREMENTS FOR CAST-IN-PLACE (TABLE 20.5.1.3.1) 1- CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND (MEMBER: ALL) (REINFORCEMENT: ALL) SPECIFIED COVER: 3” 2- EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: ALL) (REINFORCEMENT: NO. 6 THROUGH NO. 18 BARS:) SPECIFIED COVER: 2” 3- EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: ALL) (REINFORCEMENT: NO. 5 BAR, W31 OR D31 WIRE, AND SMALLER) SPECIFIED COVER: 1-1/2” 4- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: SLABS, JOISTS, AND WALLS) (REINFORCEMENT: NO. 14 AND NO. 18 BARS) SPECIFIED COVER: 1-1/2” 5- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: SLABS, JOISTS, AND WALLS) (REINFORCEMENT: NO. 11 BAR AND SMALLER) SPECIFIED COVER: 3/4” 6- NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND (MEMBER: BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES) (REINFORCEMENT: PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS) SPECIFIED COVER: 1-1/2” FOUNDATION NOTE: 1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS. 2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION 3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL. 4. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING CAPACITY OF 2000 PSF BASED ON PROVIDED GEOTECHNICAL REPORT. SEE REPORT FOR MORE DETAILS. IF CONTRACTORS ENCOUNTER EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO POURING FOOTINGS IN THAT AREA. BEAR FOOTING ON SAME TYPE OF UNDISTURBED SOIL OR ROCK THROUGHOUT THE ENTIRE STRUCTURE. 5. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL INSPECTIONS ARE REQUIRED. 6. LAP REBAR SPLICES. THE MAXIMUM GAP BETWEEN NONCONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED THE SMALLER OF 1/5 THE REQUIRED LAP LENGTH AND 6 INCHES. 7. REINFORCING STEEL SHALL BE GRADE 60 FOR ALL REBAR. 8. DAMP-PROOF FOUNDATION WALLS IN ACCORDANCE TO 2018 IBC. 9. A 6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE VAPOR RETARDER SHALL BE PROVIDED. 10. COMPLY W/ ACI 306R COLD WEATHER CONCRETE STANDARDS IF THE MEAN DAILY TEMPERATURE IS EXPECTED TO DROP BELOW 40ºF FOR 3 OR MORE SUCCESSIVE DAYS. DO NOT PLACE CONCRETE AGAINST FROZEN EARTH. 11. COMPLY WITH ACI 305R HOT WEATHER CONCRETE STANDARDS. 12. CONTROL JOINTS IN LARGE AREAS OF SLAB ON GRADE SHALL BE PLACED IN CHECKERBOARD FASHION IN LENGTHS NOT TO EXCEED 20 FEET IN ANY DIRECTION. 13. ALL CONSTRUCTION JOINTS SHALL BE LOCATED AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE, U.N.O ON THE DRAWINGS. ALL REINFORCEMENT SHALL BE CONTINUOUS THROUGH THE JOINTS. 14. ANCHOR BOLTS SHALL BE A36/ F1554 GRADE 36 OR BETTER. 15. ALL REINFORCEMENT SHALL BE SECURED IN THE PROPER LOCATION IN THE FORMS WITH TIE WIRE OR OTHER BAR SUPPORT SYSTEM TO PREVENT DISPLACEMENT DURING THE CONCRETE PLACEMENT OPERATION. STANDARD HOOKS FOR THE DEVELOPMENT OF DEFORMED BARS IN TENSION (PER ACI 318-19) STANDARD HOOK GEOMETRY (SEE TABLE FOR DIAGRAM) 90-DEGREE HOOK: 1- BAR SIZE NO.3-NO.8 - INSIDE BEND DIAMETER: (6) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR DIAMETERS 2- BAR SIZE NO.9-NO.11 - INSIDE BEND DIAMETER: (8) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR DIAMETERS 3- BAR SIZE NO.14-NO.18 - INSIDE BEND DIAMETER: (10) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: 12 BAR DIAMETERS 180-DEGREE HOOK: 1- BAR SIZE NO.3-NO.8 - INSIDE BEND DIAMETER: (6) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: GREATER OF 4 BAR DIAMETERS AND 2.5” 2- BAR SIZE NO.9-NO.11 - INSIDE BEND DIAMETER: (8) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: GREATER OF 4 BAR DIAMETERS AND 2.5” 3- BAR SIZE NO.14-NO.18 - INSIDE BEND DIAMETER: (10) BAR DIAMETERS - STRAIGHT EXTENSION LENGTH: GREATER OF 4 BAR DIAMETERS AND 2.5” EXPOSURE CATEGORIES AND CLASSES (PER ACI 318-19) PER TABLE 19.3.1.1 - FOUNDATION WALLS: EXPOSURE CLASS F2 - FOUNDATION FOOTINGS UNDER FOUNDATION WALLS: EXPOSURE CLASS F2 - FOUNDATION FOOTINGS INTERIOR: EXPOSURE CLASS F2 - CONCRETE SLABS INTERIOR: EXPOSURE CLASS F2 -CONCRETE SLAVS EXTERIOR: EXPOSURE CLASS F3 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (PER ACI 318-19) PER TABLE 19.3.2.1 - FOR REFERNCES SEE ACI 318 MANUAL EXPOSURE CLASS F2 - MAXIMUM W/CM: 0.55 - MINIMUM FC' PSI: 3500 - AIR CONTENT PER 19.3.3.1 - LIMITS ON CEMENTITIOUS MATERIALS: N/A EXPOSURE CLASS F3 - MAXIMUM W/CM: 0.40 - MINIMUM FC' PSI: 5000 - AIR CONTENT PER 19.3.3.1 - LIMITS ON CEMENTITIOUS MATERIALS: PER 26.4.2.2(B) DE S C R I P T I O N RE V I S I O N DA T E GE N E R A L NO T E S SH E E T TI T L E : G-102 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 55 5 5 5 5 5 5 5 5 5 55 5 5 5 1'-6" 6'30'-6"5'-3"5'-3" 48'-6" 1' - 6 " 6' 28 ' 20 ' 20 ' 8' - 6 " 84 ' 1' 8"1' 8" 1' 14'-8"5'-1" 15 ' 5' 3' 20'-97/8"4'-1"5'5'-71/8"9'-10" 52 ' 16'-6"20' 15 ' 10 ' - 6 " 4'-1" 3' - 9 " 1' - 3 " 1' 1' - 9 " 4' - 3 " 2' - 3 " 3' 2' - 9 " 3' - 9 " 2' - 3 " 1' 1' - 9 " 4' - 3 " 2' - 3 " 3' - 6 " 2' - 3 " 4' - 3 " 1' - 6 " 2' - 3 " 4' - 3 " 1' - 9 " 1' 1' - 3 " 3' - 9 " 2 3/4" 8'- 3/8" 2 3/4"1'-9" 12'-6"2'-6"9'-6"4'-3" 23/4" 10'-1/2" 23/4" 11 ' - 4 5/ 8 " 4' 15 ' - 2 5/ 8 " 4' 17 ' - 4 5/ 8 " 2' 2' 2' 2' 6' 8' 8' 6' 6' 8' 6' 6' 8' 6' 36'-6" 23/4"5'-1/2"14'-6"23/4" F18 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 1/ A5 . 2 1/ A5 . 2 FW4 FW3 FW 3 FW1 FW 1 FW4 FW 4 FW 4 FW 4 FW4 FW 2 FW2 FW 2 FW4 FW 1 F4 F4F4 F8 F8 F4 FW1 F8 F8 F8 F8 F8 F4 F4 F4 F8 F4 F4 L2 L2 L2 L2 L2 L2 L2 FW5 FW5 VERIFY SLAB DEPTH WITH ENGINEER F1 7 F1 7 VERIFY COLUMN DIRECTLY UNDER EXISTING I-BEAM AND GLULAM VERIFY COLUMN DIRECTLY UNDER EXISTING I-BEAM AND GLULAM F17 F4 F17 THROUGH PORTION INDICATED WITH DASHED LINES: (2) #5 VERTICAL BAR @8" SPACING #4 BAR HORIZONTAL @ 12" MAX SPACING THROUGH PORTION INDICATED WITH DASHED LINES: (2) #5 VERTICAL BAR @8" SPACING #4 BAR HORIZONTAL @ 12" MAX SPACING THROUGH PORTION INDICATED WITH DASHED LINES: ADDITIONAL (2) #5 VERTICAL BAR @ 10", #3 TIES @ 12" O.C. THROUGH PORTION INDICATED WITH DASHED LINES: ADDITIONAL (2) #5 VERTICAL BAR @ 10", #3 TIES @ 12" O.C. FOOTING SCHEDULE ID F4 F8 F17 F18 WIDTH 18" 36" 72" 96" DEPTH 10" 10" 12" 12" FOOTING TYPE CONTINUOUS FOOTING CONTINUOUS FOOTING 72” X 72” X 12” SPREAD FOOTER 96” X 96” X 12” SPREAD FOOTER FOOTING REBAR (2) #4 BAR CONT. (3) #4 BAR CONT. #4 CROSS BARS @ 18” O.C. (6) #5 BOTH WAYS (8) #5 BOTH WAYS PIER (IF REQUIRED) --- --- --- --- SIMPSON TIES SYM 5 39 ID 5 39 QTY 30 24 TYPE STHD14 MSTC78 SPACING AS SHOWN AS SHOWN NOTES CENTER STRAP OVER FLOOR DIAPHRAGM FOUNDATION WALLS WALL ID FW1 FW2 FW3 FW4 FW5 THICK 8" 8" 8" 12" 16" HEIGHT 3' 8' 14'-4" 14'-4" 14'-4" VERT BAR #4 #4 #5 #5 #5 VERT SPACING 18" O.C. 18" O.C. 12" O.C. 12" O.C. 12" O.C. HORIZ BAR #4 #4 #5 #5 #5 HORIZ SPACING 18" O.C. 18" O.C. 18" O.C. 18" O.C. 18" O.C. BAR IN TOP 12" (2) (2) (2) (2) (2) J-BOLT SIZE 5/8" W/7" EMBED 5/8" W/7" EMBED 5/8" W/7" EMBED 5/8" W/7" EMBED 5/8" W/7" EMBED J-BOLT SPACING 32" O.C. 32" O.C. 32" O.C. 32" O.C. 32" O.C. NOTES OFFSET J-BOLTS TO ACCOMODATE FLOOR SEE ADDITIONAL REBAR CALLOUT LINTEL SCHEDULE ID L2 LINTEL HEIGHT 12" TOP BAR (2) #5 BOTTOM BAR (2) #5 STIRRUP SIZE NA STIRRUP SPACING NA MARKDATETransmittal Set Name 0112/20/2023City Review 08 5 FOUNDATION PLAN SCALE: 3/16" = 1'-0" NOTE: DAMPPROOFING/WATERPROOFING COMPLY WITH IBC SECTION 1805 DE S C R I P T I O N RE V I S I O N DA T E FO U N D A T I O N SH E E T TI T L E : S-101 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L SB3 SB3 SB1 SB2 SB4 CANTILEVER CANTILEVER LOWER BEAM BENEATH EXISTING (SEE DETAIL) (BOTH TYP.) LOWER BEAM BENEATH EXISTING (SEE DETAIL) (BOTH TYP.) COMPACTED FILL (95% MIN.) WITH 4" GRAVEL BED & 6 MIL. MOISTURE BARRIER TO SUPPORT 4" SLAB. 4'-0" X 8" HOLLOW-CORE PRECAST PANELS PER MANUFACTURER - 3" TOPPING 4'-0" X 8" HOLLOW-CORE PRECAST PANELS PER MANUFACTURER - 3" TOPPING 4'-0" X 8" HOLLOW-CORE PRECAST PANELS PER MANUFACTURER - 3" TOPPING 4'-0" X 8" HOLLOW-CORE PRECAST PANELS PER MANUFACTURER - 3" TOPPING 1/ A5 . 1 1/ A5 . 1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 1/ A5 . 2 1/ A5 . 2 INDICATES REQUIRED POCKET TO ACCOMODATE EXISTING BEAM. ALLOW 1/2" MIN. SPACE ON SIDES & TOP OF BEAM, ENSURE CONCRETE IS NOT IN CONTACT WITH WOOD. INDICATES REQUIRED POCKET TO ACCOMODATE EXISTING BEAM. ALLOW 1/2" MIN. SPACE ON SIDES & TOP OF BEAM, ENSURE CONCRETE IS NOT IN CONTACT WITH WOOD. INDICATES POCKET TO RECIEVE STEEL BEAM, PROVIDE 1/2" PLATE ON BOTTOM OF POCKET TO WELD BEAM TO, TYP. ALL LOC. SIMPSON TIES SYM 5 39 ID 5 39 QTY 30 24 TYPE STHD14 MSTC78 SPACING AS SHOWN AS SHOWN NOTES CENTER STRAP OVER FLOOR DIAPHRAGM STEEL FLOOR BEAMS ID SB1 SB2 SB3 SB4 BEAM SIZE/TYPE W12X50 W12X50 W16X77 W16X77 CONNECTION 1 CUSTOM CUSTOM POCKET POCKET CONNECTION 2 CUSTOM CUSTOM CUSTOM CUSTOM LENGTH (VERIFY) 329 7/8" 364 1/4" 255 1/4" 436 7/8" QUANTITY 1 1 2 1 MARKDATETransmittal Set Name 02 - WIP 01 Work in Progress 12/20/2023 Not in Transmittal Set City Review 08 01 2 MAIN LEVEL FLOOR FRAMING SCALE: 3/16" = 1'-0" NOTE: ANY WELDING IS TO BE SPECIAL INSPECTED. CONTACT MATERIALS TESTING &INSPECTION AT 208-881-0081 FOR SPECIAL INSPECTIONS AND APPROVE WELDS AND ASSEMBLIES. DE S C R I P T I O N RE V I S I O N DA T E MA I N FL O O R FR A M I N G SH E E T TI T L E : S-201 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 39 39 39 39 39 39 39 39 39 39 3939 3939 39 39 39 39 39 39 39 39 39 39 19'-6" 4'-2" 14'-45/8" 16'-21/8" 10'-6" 18'4'-2" 5'-5" 1/ A5 . 1 1/ A5 . 1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 INDICATES APPX. LOCATION OF WHERE EXISTING ROOF BEAM PENETRATES FLOOR. ADDITIONAL SOLID BLOCKING MAY BE REQUIRED FOR JOIST HANGER SUPPORT. FIELD VERIFY LOCATION AND PRESENCE OF BLOCKING PRIOR TO JOIST INSTALLATION. THIS BEAM MAY REQUIRE MODIFICATION TO ALLOW EXISTING BEAM TO REMAIN CONTINUOUS. DOUBLE JOIST AT BALCONY EDGE DOUBLE JOIST AT BALCONY EDGE, PROVIDE SOLID BLOCKING FOR STAIR STRINGER SECUREMENT. TYP. DOUBLE JOIST AT BALCONY EDGE, PROVIDE SOLID BLOCKING FOR STAIR STRINGER SECUREMENT. TYP. COLUMN BELOW, ENSURE COLUMN IN BASEMENT FOR CONT. BEARING. INDICATES APPX. LOCATION OF EXISTING ROOF BEAM WHERE IT PENETRATES FLOOR. ALLOW GAP FOR JOIST INSTALLATION. INDICATES APPX. LOCATION OF EXISTING ROOF BEAM WHERE IT PENETRATES FLOOR. ALLOW GAP FOR JOIST INSTALLATION. FB2 FB2 FB2 FB3 FB3 FB3 FB4 FB1 FB1 FB1 FB1 FB1 22" MANUFACTURED FLOOR TRUSSES @ 24" O.C. 22" MANUFACTURED FLOOR TRUSSES @ 24" O.C. 22 " MA N U F A C T U R E D FL O O R TR U S S E S @ 24 " O. C . 1/ A5 . 2 1/ A5 . 2 10'-7" 2' 8'-6" INDICATES APPX. LOCATION OF WHERE EXISTING ROOF BEAM PENETRATES FLOOR. ADDITIONAL SOLID BLOCKING MAY BE REQUIRED FOR JOIST HANGER SUPPORT. FIELD VERIFY LOCATION AND PRESENCE OF BLOCKING PRIOR TO JOIST INSTALLATION. SIMPSON TIES SYM 5 39 ID 5 39 QTY 30 24 TYPE STHD14 MSTC78 SPACING AS SHOWN AS SHOWN NOTES CENTER STRAP OVER FLOOR DIAPHRAGM FLOOR BEAMS ID FB1 FB2 FB3 FB4 PLY 2 1 1 1 BEAM SIZE/TYPE 1-3/4"X22" LVL 5-1/8"X21" 24F-V4 GLB 6-3/4"X24"" 24F-V4 GLB 8-3/4"X21" 24F-V4 GLB BEAM HANGER MIU3.56/20 CUSTOM SIMPSON HCJTZ CUSTOM NOTES HANG FROM EXIST. BEAM HANG FROM EXIST. COL. SIMPSON TIES SYM 5 39 ID 5 39 QTY 30 24 TYPE STHD14 MSTC78 SPACING AS SHOWN AS SHOWN NOTES CENTER STRAP OVER FLOOR DIAPHRAGM MARKDATETransmittal Set Name 0112/20/2023City Review 2 SECOND LEVEL FLOOR FRAMING SCALE: 3/16" = 1'-0" FLOOR TRUSS DESIGN AND SPACING PER MANUFACTURER. OVER PRESSURE TREATED SILL PLATE. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK NAILS 3/12 SPACING (TYP) DE S C R I P T I O N RE V I S I O N DA T E SE C O N D FL O O R FR A M I N G SH E E T TI T L E : S-202 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L UP UP UP UP 2 A A A A A A A 1 1.1 1.1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.2 1.10 1.10 1.7 1.131.131.131.131.131.13 L2 L2 L2 L2 L2 L2 L2 C9 C10 C13 C12 C10 C4 C13 EXISTING EXISTINGUL U301 WALL, 2 HOUR RATED, CONT. TO CONC. ABOVE 2 HR. CMU CONSTRUCTION TO REMAIN 2 HR. CMU CONSTRUCTION TO REMAIN 1.1 1.211.21 1.20 1.20 1.20 1.20 1.20 EXISTING DOOR TO REMAIN UL U301 MECHANICAL ROOM WALL UL U301 2 HOUR WALL IN EXISTING OPENING 90 MINUTE DOOR STORAGE 2,089 sq ft H: 156" STORAGE 61 sq ft H: 120"MECH. 208 sq ft H: 120" FOYER 305 sq ft H: 120" STORAGE 821 sq ft H: 120" MEN 91 sq ft H: 120" WOMEN 84 sq ft H: 120" FOYER 225 sq ft H: 120" 1/A4.1 1/A4.2 1/ A4 . 4 1/ A5 . 1 1/ A5 . 1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 3 3 1/ A5 . 2 1/ A5 . 2 SHWR 38 sq ft H: 120" SHWR 36 sq ft H: 120" 1 1 1.11.11.11.1 1.3 1.131.13 COLUMN SCHEDULE ID C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 MATERIAL (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER (6) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER 6X8 DF #1 OR BETTER 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS POST CAP NA NA SIMPSON EPC6Z NA NA SIMPSON EPC6Z SIMPSON CCQ5-8SSDS2.5 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM POST BASE NA NA NA NA NA NA NA CUSTOM CUSTOM EBP-2 CUSTOM EBP-1 EBP-2 QUANTI... 1 2 2 5 1 2 2 1 1 2 2 1 2 LINTEL SCHEDULE ID L2 LINTEL HEIGHT 12" TOP BAR (2) #5 BOTTOM BAR (2) #5 STIRRUP SIZE NA STIRRUP SPACING NA WINDOW SCHEDULE ID A B C D D E F G Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 TYPE SLIDING ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... QTY 7 10 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 SIZE W 4' 6' 15' 3' 3' 12' 9' 12' 3'-4" 3'-6" 4'-2" 4'-3" 4'-4" 4'-8" 12' 14'-10" 5'-7" 5'-8" 5'-8" 6'-1" 6'-2" 6'-2" 6'-7" 10'-3" 10'-10" 15'-8" HT 3' 7' 7' 7' 7' 7' 7' 4'-6" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' HEAD HEIGHT 12' 7' 7' 7' 13'-6" 7' 7' 13'-2" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7' 7'-5" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' TEMPERED --- --- --- --- --- --- --- --- TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED NOTES DOOR SCHEDULE ID 1 1 2 3 3 3 4 5 6 7 8 Z2 TYPE Exterior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Exterior Interior QTY 2 1 1 2 1 3 4 1 1 1 1 10 DOOR W 3' 3' 6' 3' 3' 3' 3' 6' 6' 6' 3' 3' HT 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 6'-8" NOTES SHOWER STAIRWELL STAIRWELL SHOWER OFFICE RESTROOM OFFICE 12' OPENING 12' OPENING EXT. STAIRWELL SHOWER MARKDATETransmittal Set Name 0112/20/2023City Review 2 BASEMENT LEVEL WALL FRAMING SCALE: 3/16" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E BA S E M E N T FR A M I N G SH E E T TI T L E : S-301 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L UP UP D DN D N DN B B C B B B 7 6 Z1 5 3 E F 3 DW 1/A4.1 1/A4.2 1/ A5 . 1 1/ A5 . 1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 C8 H3H3 H2 H2 H2 H8 H2 H2 H2 H2 H3 C6 C6 C4 SW4 SW 4 SW 4 SW4 SW 4 SW 4 SW 4 SW4 SW4 SW4 SW 4 SW4 C11 MEN'S 158 sq ft H: 109 3/4" WOMEN'S 154 sq ft H: 109 3/4" F 1/ A5 . 2 1/ A5 . 2 C11 C4 C2 C4 C5 C2 C4 C1 EXISTING EXISTING HEADERS ID H2 H3 H8 PLY 2 2 3 SIZE 2X12 SPF 1-3/4 x 9-1/2 LVL 1-3/4 x 14 LVL NOTE (OR H3) SHEAR WALL SCHEDULE ID SW4 LOCATION EXTERIOR TYPE 5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION ) COLUMN SCHEDULE ID C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 MATERIAL (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER (6) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER 6X8 DF #1 OR BETTER 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS POST CAP NA NA SIMPSON EPC6Z NA NA SIMPSON EPC6Z SIMPSON CCQ5-8SSDS2.5 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM POST BASE NA NA NA NA NA NA NA CUSTOM CUSTOM EBP-2 CUSTOM EBP-1 EBP-2 QUANTI... 1 2 2 5 1 2 2 1 1 2 2 1 2 WINDOW SCHEDULE ID A B C D D E F G Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 TYPE SLIDING ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... QTY 7 10 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 SIZE W 4' 6' 15' 3' 3' 12' 9' 12' 3'-4" 3'-6" 4'-2" 4'-3" 4'-4" 4'-8" 12' 14'-10" 5'-7" 5'-8" 5'-8" 6'-1" 6'-2" 6'-2" 6'-7" 10'-3" 10'-10" 15'-8" HT 3' 7' 7' 7' 7' 7' 7' 4'-6" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' HEAD HEIGHT 12' 7' 7' 7' 13'-6" 7' 7' 13'-2" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7' 7'-5" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' TEMPERED --- --- --- --- --- --- --- --- TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED NOTES DOOR SCHEDULE ID 1 1 2 3 3 3 4 5 6 7 8 Z2 TYPE Exterior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Exterior Interior QTY 2 1 1 2 1 3 4 1 1 1 1 10 DOOR W 3' 3' 6' 3' 3' 3' 3' 6' 6' 6' 3' 3' HT 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 6'-8" NOTES SHOWER STAIRWELL STAIRWELL SHOWER OFFICE RESTROOM OFFICE 12' OPENING 12' OPENING EXT. STAIRWELL SHOWER HEADERS ID H2 H3 H8 PLY 2 2 3 SIZE 2X12 SPF 1-3/4 x 9-1/2 LVL 1-3/4 x 14 LVL NOTE (OR H3) SHEAR WALL SCHEDULE ID SW4 LOCATION EXTERIOR TYPE 5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION ) COLUMN SCHEDULE ID C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 MATERIAL (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER (6) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER 6X8 DF #1 OR BETTER 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS POST CAP NA NA SIMPSON EPC6Z NA NA SIMPSON EPC6Z SIMPSON CCQ5-8SSDS2.5 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM POST BASE NA NA NA NA NA NA NA CUSTOM CUSTOM EBP-2 CUSTOM EBP-1 EBP-2 QUANTI... 1 2 2 5 1 2 2 1 1 2 2 1 2 MARKDATETransmittal Set Name 0112/20/2023City Review 4 MAIN LEVEL WALL FRAMING SCALE: 3/16" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E MA I N LE V E L FR A M I N G SH E E T TI T L E : S-302 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L DN UP DO W N UP D B B C B B B E F Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2Z2 3 D 1/A4.1 1/A4.2 1/ A5 . 1 1/ A5 . 1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 1/ A5 . 2 1/ A5 . 2 C3 C7 C7 C3 H2H3H3 H2 H2 H2 H8 H2 H2 H2 SW 4 SW4 SW 4 SW4 SW 4 SW4 SW 4 SW4 SW 4 S W 4 SW4 SW4 SW 4 HEADERS ID H2 H3 H8 PLY 2 2 3 SIZE 2X12 SPF 1-3/4 x 9-1/2 LVL 1-3/4 x 14 LVL NOTE (OR H3) SHEAR WALL SCHEDULE ID SW4 LOCATION EXTERIOR TYPE 5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION ) HEADERS ID H2 H3 H8 PLY 2 2 3 SIZE 2X12 SPF 1-3/4 x 9-1/2 LVL 1-3/4 x 14 LVL NOTE (OR H3) SHEAR WALL SCHEDULE ID SW4 LOCATION EXTERIOR TYPE 5/8” OSB W/ 10d @ 3” O.C. ALL PANEL EDGES & 12” O.C. FIELD ( NO STAPLE OPTION ) COLUMN SCHEDULE ID C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 MATERIAL (3) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (4) 2X6 SPF #2 OR BETTER (5) 2X6 SPF #2 OR BETTER (6) 2X6 SPF #2 OR BETTER 6X6 SPF #1 OR BETTER 6X8 DF #1 OR BETTER 4X4X1/4 HSS 4X4X1/4 HSS 4X4X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS 6X6X1/4 HSS POST CAP NA NA SIMPSON EPC6Z NA NA SIMPSON EPC6Z SIMPSON CCQ5-8SSDS2.5 CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM CUSTOM POST BASE NA NA NA NA NA NA NA CUSTOM CUSTOM EBP-2 CUSTOM EBP-1 EBP-2 QUANTI... 1 2 2 5 1 2 2 1 1 2 2 1 2 WINDOW SCHEDULE ID A B C D D E F G Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 TYPE SLIDING ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... ALUMINUM ... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... INT. GLASS... QTY 7 10 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 1 1 SIZE W 4' 6' 15' 3' 3' 12' 9' 12' 3'-4" 3'-6" 4'-2" 4'-3" 4'-4" 4'-8" 12' 14'-10" 5'-7" 5'-8" 5'-8" 6'-1" 6'-2" 6'-2" 6'-7" 10'-3" 10'-10" 15'-8" HT 3' 7' 7' 7' 7' 7' 7' 4'-6" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' HEAD HEIGHT 12' 7' 7' 7' 13'-6" 7' 7' 13'-2" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7'-5" 7' 7'-5" 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' TEMPERED --- --- --- --- --- --- --- --- TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED TEMPERED NOTES DOOR SCHEDULE ID 1 1 2 3 3 3 4 5 6 7 8 Z2 TYPE Exterior Exterior Exterior Exterior Interior Interior Interior Exterior Exterior Exterior Exterior Interior QTY 2 1 1 2 1 3 4 1 1 1 1 10 DOOR W 3' 3' 6' 3' 3' 3' 3' 6' 6' 6' 3' 3' HT 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 7' 6'-8" NOTES SHOWER STAIRWELL STAIRWELL SHOWER OFFICE RESTROOM OFFICE 12' OPENING 12' OPENING EXT. STAIRWELL SHOWER MARKDATETransmittal Set Name 0112/20/2023City Review 3 SECOND LEVEL WALL FRAMING SCALE: 3/16" = 1'-0" DE S C R I P T I O N RE V I S I O N DA T E SE C O N D LE V E L FR A M I N G SH E E T TI T L E : S-303 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 1/ A5 . 1 1/ A5 . 1 2/A5.1 1/ A5 . 3 1/ A5 . 3 2/A5.3 2/A5.3 PARAPET BUILT INTO FULL HEIGHT SECOND FLOOR WALL 14'-6" WALL HEIGHT FROM SUBFLOOR PARAPET BUILT INTO FULL HEIGHT WALL FRAME WITH LSL STUDS 29'-1" TALL (BUILDER VERIFY) PARAPET BUILT INTO FULL HEIGHT SECOND FLOOR WALL PARAPET BUILT INTO FULL HEIGHT SECOND FLOOR WALL 14'-6" WALL HEIGHT FROM SUBFLOOR 6' P A R A P E T B U I L T I N T O T R U S S 4' - 6 " PA R A P E T BU I L T IN T O TR U S S 4' - 6 " PA R A P E T BU I L T IN T O TR U S S 6' PA R A P E T BU I L T IN T O TR U S S CU S T O M TR U S S WI T H CA N T I L E V E R TO P CH O R D 8' HE E L OV E R WA L L 5'-6" RB2RB2 RB1 LOAD BEARING WALL JOIST BLOCKING BETWEEN PURLINS (TYP.) 1-3/4"X11-7/8" LVL LEDGER (2) LEDGERLOK @ 16" O.C. - BLOCK WALL BEHIND LEDGER AND ATTACH TO BLOCKING 1-3/4"X11-7/8" LVL LEDGER W/ (1) LEDGERLOK INTO EXISTING BEAM STAGGERED "V" PATTERN @ 16" O.C. JOIST BLOCKING BETWEEN PURLINS (TYP.) RB4 RB4 RB3 RB6 RB6 RB5RB5 NOTE: SISTER RB4 ALONGSIDE DOUBLE TRUSS (TYP.) (5) 2X6 UNDER BEAM (TYP.) 6' PARAPET BUILT INTO TRUSS 11 - 7 / 8 " TJ I 21 0 @ 16 " O. C . 3/ 1 2 RO O F PI T C H M A N U F A C T U R E D T R U S S E S @ 2 4 " O . C . 1/ A5 . 2 1/ A5 . 2 ROOF BEAMS ID RB1 RB2 RB3 RB4 RB5 RB6 WIDTH 5 1/8" 5 1/8" 5 1/8" 6 3/4" 5 1/8" 6 3/4" HEIGHT 19 1/2" 21" 12" 12" 12" 12" TYPE GLULAM 24F-V8 GLULAM 24F-V8 GLULAM 24F-V4 GLULAM 24F-V4 GLULAM 24F-V4 GLULAM 24F-V4 BEAM HANGER POCKET SIMPSON HCJTZ NA NA SIMPSON HCJTZ SIMPSON CJT3Z NOTE DECORATIVE KNEE BRACE KNEE BRACE MARKDATETransmittal Set Name 0112/20/2023City Review 1 ROOF FRAMING SCALE: 3/16" = 1'-0" NOTE: IT IS RESPONSABILITY OF CONTRACTOR TO VERIFY ALL MEASUREMENTS BEFORE ORDERING TRUSSES OR OTHER FRAMING MATERIALS TO ENSURE PROPPER FITMENT ROOF FRAMING NOTE: 1. MANUFACTURED TRUSSES W/ BLOCKING DESIGN PER MANUFACTURER AS REQUIRED. 2. SIMPSON H1 TIES @ EA. TRUSS. 3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES MIN. PLY TO MATCH PLY OF GIRDER TRUSS. 4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE. 5. 5/8 OSB ROOF DECKING 8D RING SHANK @ 6/12 SPACING. DE S C R I P T I O N RE V I S I O N DA T E RO O F FR A M I N G SH E E T TI T L E : S-401 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 3 2 1 4 5 KEYNOTES 1 - HOLDOWN POST, EDGE NAILING SHEATHING TO POST FULL HEIGHT. 2 - STHD HOLDOWN, SEE FND PLAN. 3 - SILL PLATE, SEE FND PLAN. 4 - REBAR PER FND PLAN. 5 - MIN EDGE DIST TO CONC CORNER HOLDOWN POSTMARK REQUIRED NAILS MIN EDGE DISTANCE EMBEDMENT DEPTH STHD8 OR STHD8RJ STHD10 OR STHD10RJ STHD14 OR STHD14RJ (2) 2X (3) 2X (3) 2X (16) 16d (20) 16d (24) 16d 1 1/2" 1 1/2" 1 1/2" 0'-8" 0'-10" 1'-2" 11/2" 8" 31/ 2 " 31/ 2 " 8" 11/2" 1 2 3 4 6 7 5 8 16d NAILS @ 12" O.C. EACH ROW (2) ROWS @ "h" ≤ 10", (3) ROWS @ "h" › 10", STAGGER ROWS. 16d NAILS @ 12" O.C. EACH ROW (2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS EA FACE @ "h" › 10", STAGGER ROWS. 5/8" THRU BOLT @ 12" O.C. EACH ROW (2) ROWS EA FACE @ "h" ≤ 10", (3) ROWS EA FACE @ "h" › 10", STAGGER ROWS. KEYNOTES 1 - DBL TOP PLATE. 2 - CRIPPLE STUDS. 3 - 2X PLATE CONT. 4 - (4) 16d EACH END OF HEADER 5 - HEADER, SEE FRAMING PLANS 6 - BEARING STUDS (SEE ABOVE SCHEDULE) 7 - KING STUDS (SEE ABOVE SCHEDULE) 8 - (4) 16d EACH SIDE SIZE OF OPENING LESS THAN 4'-0" 4'-0" TO 8'-0" 8'-0" TO 12'-0" KING STUDS (1) (2) (3) BEARING STUDS (1) (2) (3) (2) PLY MEMBERS (3) PLY MEMBERS (4) PLY MEMBERS (2) STUDS (3) STUDS 3" NAILS (ONE SIDE) 3" NAILS (BOTH SIDE) 12" 12" 12" 1/2" 8" 3/4"2" WELDED STUD ANCHORS EBP-1 SIDE TOP 8" 12" 12" 1/2" 31/2" 5/8" 2" WELDED STUD ANCHORS EBP-2 SIDE TOP MARKDATETransmittal Set Name 0112/20/2023City Review 114 STHD HOLDOWN NOT TO SCALE 31 205 TYPICAL OPENING FRAMING NOT TO SCALE 33703-EMBED PLATE NOT TO SCALE 35 703-EMBED PLATE NOT TO SCALE 36 DE S C R I P T I O N RE V I S I O N DA T E DE T A I L S SH E E T TI T L E : R-101 PLN# DONT FORGET DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : RA Y MC D O U G A L , PE EI T : #1 - 4 EN G I N E E R IN T E R N RI C H A R D D SE A M O N S 3/1/2024 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . THESE PLANS ARE STAMPED/ENGINEERED FOR THE LOCATION SPECIFIED. IF LOCATION CHANGES REENGINEERING IS REQUIRED. OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L UP UP UP UP STORAGE 2,089 sq ft H: 156" STORAGE 1,507 sq ft H: 120" STORAGE 61 sq ft H: 120" MECH. 208 sq ft H: 120" FOYER 305 sq ft H: 120" STORAGE 821 sq ft H: 120" MEN 91 sq ft H: 120" WOMEN 84 sq ft H: 120" FOYER 225 sq ft H: 120" SHWR 38 sq ft H: 120" SHWR 36 sq ft H: 120" BASEMENT LEVEL ELECTRICAL NOT TO SCALE 1 MEP DRAWING NOTE: 1. THESE DRAWINGS ARE PROVIDED FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS TO MAKE NOTATIONS AND CHANGES ACCORDING TO THE DIRECTION OF THE BUILDING OWNER AND GENERAL CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTACTORS TO ENSURE THAT ALL TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS (2017 NEC) AND THE BUILDING OWNERS PREFERENCE. 3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS FOR HOME OWNER APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 4. IF THE INSTALLATION OF ANY PIPES, DUCTWORK, WIRES OR OTHER MATERIAL REQUIRE MODIFICATION OF THE SPECIFIED STRUCTURE, THE GENERAL CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER OR DESIGNER TO VERIFY THAT SUCH MODIFICATION WILL NOT NEGATIVELY EFFECT THE STRENGTH OF THE EFFECTED STRUCTURAL ELEMENT. DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : DE S C R I P T I O N RE V I S I O N DA T E BA S E M E N T EL E C T R I C A L SH E E T TI T L E : E1 PLN# DONT FORGET EI T : #1 - 4 EN G I N E E R IN T E R N RA Y MC D O U G A L , PE RI C H A R D D SE A M O N S 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . UP UP DN D N DN DW OFFICE 383 sq ft H: 109 3/4" OFFICE 241 sq ft H: 109 3/4" OFFICE 251 sq ft H: 109 3/4" OFFICE 153 sq ft H: 109 3/4" MEN'S 158 sq ft H: 109 3/4" WOMEN'S 154 sq ft H: 109 3/4" F 2 MAIN LEVEL ELECTRICAL SCALE: 1/4" = 1'-0" MEP DRAWING NOTE: 1. THESE DRAWINGS ARE PROVIDED FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS TO MAKE NOTATIONS AND CHANGES ACCORDING TO THE DIRECTION OF THE BUILDING OWNER AND GENERAL CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTACTORS TO ENSURE THAT ALL TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS (2017 NEC) AND THE BUILDING OWNERS PREFERENCE. 3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS FOR HOME OWNER APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 4. IF THE INSTALLATION OF ANY PIPES, DUCTWORK, WIRES OR OTHER MATERIAL REQUIRE MODIFICATION OF THE SPECIFIED STRUCTURE, THE GENERAL CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER OR DESIGNER TO VERIFY THAT SUCH MODIFICATION WILL NOT NEGATIVELY EFFECT THE STRENGTH OF THE EFFECTED STRUCTURAL ELEMENT. DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : DE S C R I P T I O N RE V I S I O N DA T E MA I N F L O O R EL E C T R I C A L SH E E T TI T L E : E2 PLN# DONT FORGET EI T : #1 - 4 EN G I N E E R IN T E R N RA Y MC D O U G A L , PE RI C H A R D D SE A M O N S 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d . DN UP DO W N UP SECOND LEVEL ELECTRICAL NOT TO SCALE 1 MEP DRAWING NOTE: 1. THESE DRAWINGS ARE PROVIDED FOR THE MECHANICAL, ELECTRICAL, AND PLUMBING CONTRACTORS TO MAKE NOTATIONS AND CHANGES ACCORDING TO THE DIRECTION OF THE BUILDING OWNER AND GENERAL CONTRACTOR. 2. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL CONTACTORS TO ENSURE THAT ALL TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS (2017 NEC) AND THE BUILDING OWNERS PREFERENCE. 3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS FOR HOME OWNER APPROVAL PRIOR TO PURCHASE AND INSTALLATION. 4. IF THE INSTALLATION OF ANY PIPES, DUCTWORK, WIRES OR OTHER MATERIAL REQUIRE MODIFICATION OF THE SPECIFIED STRUCTURE, THE GENERAL CONTRACTOR SHALL CONTACT THE STRUCTURAL ENGINEER OR DESIGNER TO VERIFY THAT SUCH MODIFICATION WILL NOT NEGATIVELY EFFECT THE STRENGTH OF THE EFFECTED STRUCTURAL ELEMENT. DR A W N BY : CH K ' D BY : #1 - 3 De s i g n e r #1 - 5 Ch e c k e d By PL O T DA T E : 3/ 1 / 2 0 2 4 EN G I N E E R : DE S C R I P T I O N RE V I S I O N DA T E SE C O N D FL O O R EL E C T R I C A L SH E E T TI T L E : E3 PLN# DONT FORGET EI T : #1 - 4 EN G I N E E R IN T E R N RA Y MC D O U G A L , PE RI C H A R D D SE A M O N S 12 7 E. Ma i n St . Su i t e 11 1 Re x b u r g , ID 83 4 4 0 ww w . s o u t h f o r k d e s i g n . c o m 20 8 - 8 5 2 - 6 2 3 6 So u t h Fo r k De s i g n Gr o u p , LL C PE R M I T SE T OL D FR O N T I E R PI E S BU I L D I N G RE M O D E L 46 0 W 4T H S RE X B U R G , ID A H O 83 4 4 0 Co p y r i g h t 20 2 4 | So u t h f o r k En g i n e e r i n g | Al l Ri g h t s Re s e r v e d .