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HomeMy WebLinkAboutCivil DrawingsPROJECT DIRECTORY: OWNER: FreeUp Storage Silt, LLC 357 N 16th St. Silt, CO 81652 STRUCTURAL ENGINEER: STRUX Engineering, LLC 209 North McHaley PO Box 324 Prairie City, OR 97869 (541) 620-8071 Contact: Levi Voigt levi@struxengineering.com MEP: Proficient Engineering, INC 5335 W. 48th Ave Suite 103 Denver, CO 80212 (720) 779-3556 Contact: Nate Finnerty nfinnerty@proficientengineering.com DESIGN-BUILDER: Spartan Construction Management, LLC 17301 W Colfax Ave, Suite 120 Golden, CO 80401 Contact: Zach Gumper zach@spartanbuilt.com ARCHITECT/DESIGNER: Asher Architects + Engineers 512 5th Street Berthoud, CO 80513 (970) 532-9970 Contact: David Stranathan david@asherarch.com CIVIL ENGINEER: Firwood Design Group 359 E. Historic Columbia River Hwy Troutdale, OR 97060 (503) 668-3737 info@firwooddesign.com PRE-ENGINEERED METAL BUILDING (PEMB) MANUFACTURER: Forge Building Company 348 W Parkcenter Blvd Boise, ID 83706 (208) 629-2952 SEPTIC: Sopris Engineering 502 Main Street, Suite A-3 Carbondale, CO 81623 (970) 704-0311 Contact: Kyle Sanderson sopriseng@sopriseng PROJECT NARRATIVE FREEUP STORAGE IS PROPOSING TO ADD 4 NEW SELF- STORAGE BUILDINGS. BUILDING I IS A DRIVE-UP BUILDING WITH GRAVEL ACCESS ROADS. UNITS ARE NOT CLIMATE CONTROLLED AND HAVE NO ELECTRICITY AVAILABLE TO TENANTS. THESE UNITS ARE INTENDED FOR THE STORAGE OF HOUSEHOLD ITEMS. CODE STUDY Applicable Codes -Garfield County, CO: 2015 International Building Code 2015 International Existing Building Code 2015 International Plumbing Code, 2015 International Mechanical Code 2017 National Electric Code 2015 International Fire Code 2018 International Energy Conservation Code ICC/ANSI a117.1-2009 Accessible and Useable Building and Facilities Chapter 3 -Use and Occupancy Classification: Occupancy Groups: (2015 IBC Sections 303 -312 pg. 41-45) S-1 Storage Chapter 5 -General Building Heights and Area Proposed building area: Total Footprint = 6,000 S.F. Allowable Height and Area: (IBC 2015 Tables 504.3, 504.4, and 506.2 pg. 98-103 S-1 = 17,500, 2-Story 55' -Allowable area modification is not required for this structure. -No allowable areas are exceeded. -No fire barriers or fire walls are proposed. Occupancy separation: No Occupancy separation required (IBC 2015 Section 508.1 pg 107) Chapter 6 -Types of Construction Construction Type: 2B without fire suppression (2015 IBC Table 601 pg. 113) -Noncombustible primary structure, walls, floors, and roof. -Combustible material within type 2B structure per 2015 IBC Section 603.1.6-8. Millwork and trim is allowed to be combustible materials. -Fire separation per Table 602 (2015 IBC pg.114) -Provide 20' between structures, typ. -Place a theoretical lot line centered between buildings to determine fire resistance. If the structure are over 10' from theoretical lot line, no fire rating is required. If the structure is over 5' but less than 10' from the theoretical lot line, the exterior walls shall have a 1-hr fire rated. If the structure is less than 5' from the theoretical lot line, the exterior walls shall have a 2hr fire rating. Chapter 9 -Fire Protection Systems: Fire sprinkler system is not required per 2015 IBC Section 903.2.9. Structure does not exceed 12,000 sqft. Chapter 10 -Means of Egress Occupant Loads: (2015 IBC Table 1004.1.2 pg. 251) S-1 Warehouse = 1 occupant per 500 6000 S.F. / 500 = 12 Total Code Occupants = 12 Occupants Means of Egress: -Accessible means of egress shall meet the requirements of 2015 IBC Chapter 10 -Exit travel distance from all areas is less than 200' per 2015 IBC Table 1017.2 pg. 277 -All common path egress travel distances are less than 100' per 2015 IBC Table 1006.2.1 pg. 254 for S occupancy group. All common path egress occupant load is less than 30 for S occupancies per 2015 IBC Table 1006.2.1 pg. 254. Chapter 11 -Accessibility -An accessible route is not required between buildings per 2015 IBC Section 1104.2 -If the facility provides under 200 storage units, 5% of all storage spaces to be accessible. If 200 or more storage units are provided, 10 storage spaces plus 2% for each unit over 200 per IBC 2015 Sections 1108.3 -Accessible units are to be dispersed among the various classes of spaces provided per IBC 2015 Sections 1108.3. -A variety of fully accessible storage unit sizes are available within building L with a paved accessible parking space. INSULATION REQUIREMENTS THIS STRUCTURE IS NOT CLIMATE CONTROLED. PROVIDE ROOF INSULATION TO PREVENT CONDENSATION. 2018 IECC PER GARFIELD COUNTY PROPOSED BUILDING "L" PROPOSED BUILDING "K" PROPOSED BUILDING "J" PROPOSED BUILDING "I" EXISTING BUILDING "H" EXISTING BUILDING "G" EXISTING BUILDING "F" EXISTING BUILDING "A" EXISTING BUILDING "B" EXISTING BUILDING "C" EXISTING BUILDING "D" EXISTING BUILDING "E" SCOPE OF PLAN SET WITHIN DASHED LINE CH E C K E D B Y : D A T E RE V . # D A T E C O M M E N T S BERTHOUD CO. 80513 p: 970-532-9970 w.AsherArch.com e: David@AsherArch.com DR A W N B Y : D A T E © ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED. This drawing is an instrument of service and is the sole property of Asher Architects. Use of this drawing is restricted to the original site for which it was prepared. Any reuse, reproduction, or publication of this drawing by any method in whole or in part without written consent of the architect is prohibited. 512 5th St. FR E E U P S T O R A G E B U I L D I N G I 35 7 N 1 6 t h S t . Si l t , C O , 8 1 6 5 2 PROJECT INFORMATION: 22-C14 DOCUMENT DATE: 12/7/2023 8:17:47 AM DOCUMENT PHASE: FOR PERMIT V2 0.0 Dec 7, 2023 DA N I E L 08 / 3 1 / 2 3 08 / 3 1 / 2 3 COVER SHEET DA V I D FREEUP STORAGE BUILDING I LAND USE SUMMARY LEGAL DESCRIPTION: LOT 1, BLK 1, SEVENTH STREET SECOND ADDITION, AMD PARCEL 1, LOV (20080072020) SUBDIVSION NUMBER: 2809001001 - SEVENTH STREET 2ND ADD, AMD PARCEL 1 AREA SCHEDULE - BY LEVEL TYPE LEVEL AREA Area T.O. SUBFLR 1 6000 SF Grand total: 1 6000 SF 357 N 16TH ST. SILT, CO 81652 SHEET INDEX SHEET NO. SHEET NAME 0.0 COVER SHEET CIVIL C1 COVER SHEETS & NOTES C2 EXISTING CONDITIONS C3 COMPOSITE, UTILITY, & ESC PLAN C4 SITE GRADING & DRAINAGE PLAN C5 ACCESS & CIRCULATION PLAN C6 ESC DETAILS & NOTES C7 DETAILS ARCHITECTURAL A1.0 FLOOR PLANS A2.0 ELEVATION STRUCTURAL FBC-0 SITE PLAN FBC-1 LAYOUT PLAN FBC-3 ROOF FRAMING LAYOUT FBC-4 SIDEWALL FRAMING LAYOUT FBC-5 SIDEWALL FRAMING LAYOUT FBC-6 SIDEWALL FRAMING LAYOUT FBC-CS COVER SHEET FBC-D DETAILS FBC-D.DETAILS S0.01 GENERAL STRUCTURAL NOTES S1.01 FOUNDATION PLAN S2.01 FOUNDATION DETAILS ELECTRICAL E-0.1 GENERAL - BUILDING L E-0.2 SCHEDULES AND ONE-LINE DIAGRAM E-1.03 BLDGS. I-K FLOOR PLANS - ELECTRICAL FRONT PERSPECTIVE SCALE:1/64" = 1'-0"3 KEY MAP SCALE:1" = 20'-0"1 VICINITY MAP CIVIL DRAWINGS VICINITY MAP COVER SHEET NOTES APPLICANT: ENGINEER OF RECORD: FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 5 : 3 8 P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 F R Y H U Q R W H V  G Z J FREEUP STORAGE SITE IMPROVEMENTS 357 S 6TH ST, SILT, CO 865 SECTION 0, TOWNSHIP 6 SOUTH, RANGE 9 WEST C SITE MAP EXISTING CONDITIONS FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 5 : 5  P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 H [  F R Q G L W L R Q V  G Z J C A B C D E F G H I -. L UNION PACIFIC RAILROAD US INTERSTATE NO 70 RIGHT OF WAY W W W W W W W W W W W W W W W W W W W W FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 6 : 0 0 P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 V L W H S O D Q  G Z J C3COMPOSITE SITE, UTILITY, ESC PLAN A B C D E F G H I -. L UNION PACIFIC RAILROAD US INTERSTATE NO 70 RIGHT OF WAY FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 6 : 0 5 P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 J U D G L Q J S O D Q  G Z J CSITE GRADING DRAINAGE PLAN A B C D E F G H I -. L UNION PACIFIC RAILROAD US INTERSTATE NO 70 RIGHT OF WAY S  6 T H S T FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 6 : 0 9 P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 D F F H V V  G Z J C5ACCESS CIRCULATION PLAN FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 6 :   P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 G H W D L O V  G Z J C6ESC DETAILS NOTES FREEUP STORAGE SILT SPARTAN INVESTMENT GROUP 0 BRIC.YARD RD, UNIT  GOLDEN, CO 8003 7BUS: (503) 668-3737 FAX: (503) 668-3788 359 EAST HISTORIC COLUMBIA RIVER HIGHWAY TROUTDALE, OREGON 97060       0  3 : 3 6 :  6 P M BB V: ? S U R M H F W I L O H V ? S U R M H F W V ? H   - 0 3 7 I U H H X S V W R U D J H V L O W F R ? F D G ? V K H H W V ? H   - 0 3 7 G H W D L O V  G Z J C7DETAILS 200' - 0" 30 ' - 0 " A2.0 1 A2.03 A2.0 2 A2.0 4 CONCRETE SLAB ABOVE. DETAILS PER STRUCTURAL AND SOILS ENGINEER A A2.0 200' - 0" 30 ' - 0 " A2.0 1 A2.03 A2.0 2 A2.0 4 UNIT NUMBERS PER FACILITY OPERATIONS TEAM DOOR SIZE PER MANUFACTURER, TYP. METAL WALL PANELS ON METAL SUDS PER BUILDING MANUFACTURER A A2.0 KNOX BOX TO BE PROVIDED AT FACILITY ENTRANCE A2.0 1 A2.03 A2.0 2 A2.0 4 200' - 0" 30 ' - 0 " 0. 2 5 : 1 2 VERIFY PLATE HEIGHT WITH MANUFACTURER SCREW -DOWN METAL ROOFING PER BUILDING MANUFACTURER A A2.0 CH E C K E D B Y : D A T E RE V . # D A T E C O M M E N T S BERTHOUD CO. 80513 p: 970-532-9970 w.AsherArch.com e: David@AsherArch.com DR A W N B Y : D A T E © ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED. This drawing is an instrument of service and is the sole property of Asher Architects. Use of this drawing is restricted to the original site for which it was prepared. Any reuse, reproduction, or publication of this drawing by any method in whole or in part without written consent of the architect is prohibited. 512 5th St. FR E E U P S T O R A G E B U I L D I N G I 35 7 N 1 6 t h S t . Si l t , C O , 8 1 6 5 2 PROJECT INFORMATION: 22-C14 DOCUMENT DATE: 12/7/2023 8:17:48 AM DOCUMENT PHASE: FOR PERMIT V2 A1.0 Dec 7, 2023 DA N I E L 0 8 / 3 1 / 2 3 08 / 3 1 / 2 3 FLOOR PLANS DA V I D SEE STRUCTURAL FOR DETAILED DIMENSIONS THIS STRUCTURE IS NOT CLIMATE CONTROLLED SCALE:1/8" = 1'-0"1 FOUNDATION PLAN SCALE:1/8" = 1'-0"2 FLOOR PLAN SCALE:1/8" = 1'-0"3 ROOF PLAN 1 A A2.0 A A2.0 STEEL FRAME PER STRUCTURAL PROVIDE CONTINUOUS VAPOR BARRIER BENEATH SLABFOUNDATION AND SLAB PER STRUCTURAL NO INSULATION WITHIN WALLS CH E C K E D B Y : D A T E RE V . # D A T E C O M M E N T S BERTHOUD CO. 80513 p: 970-532-9970 w.AsherArch.com e: David@AsherArch.com DR A W N B Y : D A T E © ASHER ARCHITECTS B.CORP. ALL RIGHTS RESERVED. This drawing is an instrument of service and is the sole property of Asher Architects. Use of this drawing is restricted to the original site for which it was prepared. Any reuse, reproduction, or publication of this drawing by any method in whole or in part without written consent of the architect is prohibited. 512 5th St. FR E E U P S T O R A G E B U I L D I N G I 35 7 N 1 6 t h S t . Si l t , C O , 8 1 6 5 2 PROJECT INFORMATION: 22-C14 DOCUMENT DATE: 12/7/2023 8:17:49 AM DOCUMENT PHASE: FOR PERMIT V2 A2.0 Dec 7, 2023 DA N I E L 0 8 / 3 1 / 2 3 08 / 3 1 / 2 3 ELEVATION DA V I D SCALE:1/8" = 1'-0"1 NORTH (FRONT) ELEVATION SCALE:1/8" = 1'-0"2 SOUTH ELEVATION SCALE:1/4" = 1'-0"3 EAST ELEVATION SCALE:1/4" = 1'-0"4 WEST ELEVATION SCALE:1/4" = 1'-0"A Section A 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FreeUP Storage Building I 357 S. 16th st. Silt, CO. 81652 PAGE INDEX: COVER SHEET FBC-CS SITE PLAN FBC-0 FLOOR PLAN STUD & CHANNEL LAYOUT FBC-1 PARTITION LAYOUT FBC-2 ROOF PLAN ROOF FRAMING LAYOUT FBC-3 DETAILS DETAILS FBC-D TYPICAL PART. PANELS:TYPICAL WALL PANELS: 7.2 PANEL WALL SHEETING:VERTICALLY MOUNTED W/ S.D. W/O WASHER LOCATION:EXTERIOR SHEETED WALLS SUPPLIER:BUILDING MFGR TYPICAL ROOF PANELS: PBU PANEL WALL SHEETING:HORIZONTALLY MOUNTED W/ S.D. W/O WASHER LOCATION:TYP. INTERIOR SHEETED WALLS SUPPLIER:BUILDING MFGR ABBREVIATIONS: DESCRIPTION MARK CEE STUD C BASE CHANNEL BC SHEAR WALL SW BASE CHANNEL BC TOP CHANNEL TC ROOF STARTER ANGLE RSA ZEE PURLIN Z GIRT G DOOR HEADER DH DRIP TRIM DTR J-TRIM JTR COVER TRIM CT LOW EAVE LE HIGH EAVE HE SHEAR WALL TABLE MARK Wall Sheathing Intermediate Connection Spacing Side Lap Fastener Spacing Chord Connection Top Boundary Bottom Boundary Bottom Anchor Screw Pattern SW-1 29 GA. PBU PNL.60" O.C.24" O.C.(4) #12 Screws, At Chord Lap 16 GA. Drag Strust 16 GA. Clip to Slab Simpson 'SB 2' at 60" O.C.36/3 SW-2 26 GA. PBR PNL.60" O.C.24" O.C.(4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Bottom Track Simpson 'SB 2' at 60" O.C.36/3 SW-3 26 GA. PBR PNL. ONE SIDE, 29 GA. BLU PNL. ONE SIDE 60" O.C.24" O.C.(4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Bottom Track Simpson 'SB 2' at 60" O.C.36/3 SW-4 29 GA. PBU PNL. TWO SIDES 60" O.C.24" O.C.(4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Clip to Slab Simpson 'SB 2' at 60" O.C.36/3 SW-5 7/16" APA RATED SHEATHING 24" O.C.N/A (4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Bottom Track Simpson 'SB 2' at 60" O.C. 6" O.C. Edge, 12" O.C. Field SW-6 1/2" GYP BOARD 24" O.C.N/A (4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Bottom Track Simpson 'SB 2' at 60" O.C. 7" O.C. Edge, 7" O.C. Field SW-7 1/2" FIBERBOARD 24" O.C.N/A (4) #12 Screws, At Chord Lap 16 GA. Rake Angle, OR 16 GA. Top Track 16 GA. Bottom Track Simpson 'SB 2' at 60" O.C. 4" O.C. Edge, 6" O.C. Field *NOTES: 1. REFER TO STRUCTURAL DRAWINGS FOR DETAILS FBC-CS COVER SHEET PBR PANEL WALL SHEETING:VERTICALLY MOUNTED W/ S.D. W/O WASHER LOCATION:EXTERIOR SHEETED WALLS SUPPLIER:BUILDING MFGR TYPICAL NOMENCLATURE: 10Cx312x12GA GAUGE FLANGE SIZE MEMBER SHAPE (CEE, ZEE, ETC...) WEB SIZE MEMBER SIZE MEMBER PIECE MARK MEMBER REFERENCE MARK/NUMBER MEMBER LENGTH MEMBER QTY TYP PARTITION PANELS TYP HOT ROLLED STEEL MEMBERS W/SHOP DRAWINGS TYP CHANNEL MEMBERS TYP FRAMING SUPPORT MEMBERS TYP GRID LINES GRID LINE GRID NUMBER/LETTER NOTE: COLUMNS MAY OR MAY NOT FALL ON GRID LINES. GRID IS FOR REFERENCE ONLY FLANGE TOE (RETURN LEG) COMMON MATERIAL WEB TOP FLANGE BOTTOM FLANGE (TOE SIDE) WEB WEB BOTTOM FLANGE (TOE SIDE) TOP FLANGE FLANGE CEE ZEE EAVE STRUT WEB CHANNEL TC6-1 10'-11 HSS Z12-7 15'-1(3.5) 1 MEMBER REFERENCE MARK/NUMBER MEMBER PIECE MARK MEMBER LENGTH BC6-1 MEMBER SIZEW21x44 CMU CONC.HALL DBL STUDS Mark PA HC G1 C1 C2 C3 H1 H2 H3 H4 BB1 BC1 BC2 TC1 TC2 RC1 Z1 Z2 Z3 Z4 Z5 L1 L2 L3 PP FD Shape PBU 2VLI Web 3"4 3/4"6"4"4"6"4"6"8"10"4"4 1/8" 6 1/8" 4 1/8" 6 1/8" 8 1/8"4"6"8"10"12"4"3 3/8"2"36" 36" Flange 3"1"2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"2"2"2"2"3"2 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2"4"2 1/2"4"N/A"2" Gauge 18 16 16 16 14 16 16 14 16 12 16 16 16 16 16 16 16 16 16 16 16 12 16 16 16 18 Use Partition Angle Hat Channel Girt Studs Studs Studs Header Header Header Header Box Beam Base Channel Base Channel Top Channel Top Channel Receiver Channel Purlin Purlin Purlin Purlin Purlin Pour Stop Rake Starter Angle Rake Sheeting Angle Partition Panel Floor Decking MBCI Ultra-Dek WALL SHEETING:HORIZONTALLY MOUNTED W/ FIXED ROOF CLIPS & (2) SD. LOCATION:W/O WASHERS MAIN ROOF SUPPLIER:BUILDING MFGR 1-31-2023 140'-0" 5x10 5x10 5x10 5x10 10x10 5x5 10x10 5x5 5x5 5x10 10x10 5x10 10x15 5x15 10x15 5x15 10x15 5x15 10x10 10x30 10x10 10x30 10x10 10x10 10x10 10x15 10x15 10x15 10x10 10x30 10x10 10x10 10x15 10x15 10x15 10x10 10x10 10x10 10x10 10x15 10x15 10x15 10x10 10x30 10x30 10x10 10x10 10x10 10x15 10x15 10x15 10x10 10x10 10x10 CONVERSIO N I F N E E D E D 10x10 10x10 5x1510x10 10x10 10x10 10x10 10x15 10x10 10x10 10x10 10x15 10x15 10x15 10x15 10x10 10x5 10x15 5x15 10x15 10x5 10x5 10x15 10x5 10x10 10x15 10x15 10x15 10x10 10x30 10x30 10x15 ELECT.FIRE RISER 10x15 10x10 10x30 10x10 10x10 10x10 10x15 10x15 10x15 10x10 10x30 10x10 5x510x10 5x5 5x10 10x10 5x10 5x10 5x5 5x5 5x5 5x10 10x10 5x10 10x10 5x15 10x15 5x15 10x15 5x15 10x15 10x10 10x30 10x30 10x10 10x10 10x15 10x15 10x15 10x10 10x30 42'-21 10x20 2" 10x10 10x10 10x15 10x15 10x15 10x10 10x30 10x20 170'-0" US Interstat e N o . 7 0 R i g h t o f W a y 200'-0" x x O/U x x O/U x O/U x x O/U x 31'-31200'-0" 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 2" 31'-712" 5x10 5x10 5x10 5x10 5x10 5x10 200'-0" x O/U x x O/U x x O/U 10x10 10x10 10x10 10x10 10x10 10x10 x x O/U 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 x 200'-0" x O/U 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 10x10 x x O/U 10x10 10x10 10x10 10x10 200'-0" 31'-4" 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 5x10 200'-012" 200'-0" 33'-9" 5x10 5x10 5x10 5x10 5x10 5x10 200'-0" 215'-0" 200'-0" 20'-1012" 30 ' - 0 " 10 x 2 0 10 x 1 0 10 x 1 0 30 ' - 1 1 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 30 ' - 0 " 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 1 0 10 x 1 0 10 x 1 0 10 x 2 0 10 x 5 10 x 5 20 ' - 0 " 10 x 2 0 10 x 2 0 30 ' - 1 " 30 ' - 0 " 30 ' - 0 " 30 ' - 0 " 20 ' - 2 " 10 x 2 0 2" 10 x 1 0 10 x 1 0 10 x 1 0 30 ' - 0 " 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 3 0 10 x 3 0 10 x 2 0 10 x 3 0 10 x 3 0 10 x 3 0 10 x 2 0 10 x 3 0 10 x 2 0 10 x 2 0 O/ U 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 20 ' - 0 " 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 5 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 30 ' - 0 " 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 10 x 5 10 x 5 10 x 5 10 x 5 10 x 5 10 x 5 10 x 5 10 x 5 10 x 5 10 x 2 0 10 x 2 0 10 x 2 0 10 x 2 0 18 0 ' - 0 " 10 x 1 0 10 x 1 0 EXISTING F COVERED LOADING G EXISTING EXISTING H L 6,000 SQFT I 3,400 SQFT K EXISTING 4,300 SQFT J E D EXISTING C B EXISTING EXISTING EXISTING 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 10 x 1 5 CA R T S CA R T S CA R T S CA R T S CA R T S CA R T S 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 SITE PLAN SCALE NTS FBC-0 SITE PLAN 1-31-2023 SPECIAL INSPECTION STATEMENT: SPECIAL CASES: 1705.1.1 INSPECTION OF MECHANICAL ANCHORS IN CONCRETE : REQUIRED VERIFICATION & INSPECTION FREQUENCY 1.THE SPECIAL INSPECTOR MUST BE ON THE JOB SITE CONTINUOUSLY DURING ANCHOR INSTALLATION TO VERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE INTEGRITY, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR SPACING, EDGE DISTANCES, CONCRETE THICKNESS, ANCHOR EMBEDMENT AND TIGHTENING TORQUE. CONTINUOUS 2.VERIFICATION OF CONCRETE STRENGTH BY OBTAINING AND TESTING DRILLED CORES BY ASTM C42 METHODS ONE TIME ABBREVIATIONS A.B.ANCHOR BOLT ADD'L ADDITIONAL ALT ALTERNATE APPROX APPROXIMATE ARCH.ARCHITECT ARCH'L ARCHITECTURAL B BOTTOM BLDG.BUILDING BM BEAM BOT BOTTOM BRG.BEARING C CHANNEL CL CENTER LINE CLG.CEILING CMU CONCRETE MASONRY UNITS COM COMMON CONC.CONCRETE COND.CONDITION CONN.CONNECTION COORD.COORDINATE DET DETAIL D.F.DOUGLAS FIR D.F.L.DOUGLAS FIR- LARCH DIAG DIAGONAL DIAM DIAMETER DIMS DIMENSION DWG DRAWING (E)EXISTING EA.EACH E.J.EXPANSION JOINT ELEV ELEVATION E.N.EDGE NAIL EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING FDN FOUNDATION FIN FINISH FLR FLOOR FRMG FRAMING FTG FOOTING F.V.FIELD VERIFY GA GAUGE GALV GALVANIZE GLB GLU-LAM BEAM GYP GYPSUM BOARD H.A.S.HEADED ANCHOR STUD H.D.HOLD DOWN HDR HEADER HORIZ HORIZONTAL IN INCHES LB POUND LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MANUF MANUFACTURER MAX MAXIMUM MIN MINIMUM MISC MISCELLANEOUS NO.NUMBER N.T.S.NOT TO SCALE O.C.ON CENTER O.H.OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OWSJ OPEN WEB STEEL JOIST PERP PERPENDICULAR PL PLATE PLY PLYWOOD PSL PARALLEL STRAND LUMBER PSI POUNDS PER SQUARE INCH P.T.PRESSURE TREATED REF REFERENCE REINF REINFORCEMENT REQ'D REQUIRED REV REVISION SCHED SCHEDULE SHTG SHEATHING SIM SIMILAR SK SKETCH S.O.G.SLAB ON GRADE SPECS SPECIFICATIONS STAG STAGGERED STD STANDARD STRUCT STRUCTURAL T.A.S.THREADED ANCHOR STUD T&G TONGUE AND GROOVE T&B TOP AND BOTTOM THRU THROUGH TJI TRUS JOIST I-JOIST TO TOP OF TRANSV TRANSVERSE TYP TYPICAL UNO UNLESS OTHERWISE NOTED V.I.F.VERIFY IN FIELD VERT VERTICAL W WIDE FLANGE WD WOOD W.P.WORK POINT WT WEIGHT WWF WELDED WIRE FABRIC WWR WELDED WIRE REINFORCEMENT SPECIAL INSPECTION PROGRAM: A.THE OWNER SHALL EMPLOY AN APPROVED AGENCY FOR SPECIAL INSPECTION SERVICES TO PERFORM SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC. B.AN APPROVED AGENCY SHALL BE AN ESTABLISHED AND RECOGNIZED AGENCY REGULARLY ENGAGED IN CONDUCTING TESTS OR FURNISHING INSPECTION SERVICES. C.A SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL SHOW COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. A SPECIAL INSPECTOR SHALL ALSO DEMONSTRATE A THOROUGH WORKING KNOWLEDGE OF CHAPTER 17 OF THE IBC AND CBC AS SUMMARIZED BELOW. IF THERE IS ANY OMISSION ON THE SUMMARIZED LIST BELOW, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE SPECIAL INSPECTOR IS NOT REQUIRED TO INSPECT EVERYTHING THAT IS NECESSARY TO MEET THE MINIMUM REQUIREMENTS OF THE IBC AND CBC. D.SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS TO THE BUILDING OFFICIAL AND THE ENGINEER IN A TIMELY FASHION. E.SPECIAL INSPECTION REPORTS SHALL INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE BUILDING OFFICIAL AND THE ENGINEER. SPECIAL INSPECTION: A.SPECIAL INSPECTION AS HEREIN REQUIRED OF THE FOLLOWING MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. B.STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER OF RECORD DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE SPECIAL INSPECTION REQUIRED BY SECTION 110, 1705, OR OTHER SECTIONS OF THE INTERNATIONAL BUILDING CODE. C.THE SPECIAL INSPECTION STATEMENT ON THIS SHEET LISTS THE ITEMS THAT REQUIRE SPECIAL INSPECTION AND VERIFICATION, THE CODE SECTION- REFERENCE FOR ADDITIONAL INFORMATION, AND THE REQUIRED FREQUENCY OF INSPECTION. POST INSTALLED ANCHORS IN CONCRETE: A.POST INSTALLED EXPANSION ANCHORS SHALL BE PREAPPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION UNLESS SPECIFICALLY DETAILED ON THE DRAWINGS. B.HOLES MUST BE DRILLED AND CLEANED PER MANUFACTURER'S INSTRUCTIONS. ANCHORS MUST BE INSTALLED AND SPECIAL INSPECTED PER MANUFACTURER'S INSTRUCTIONS. C.UNDER NO CIRCUMSTANCES WILL AN EXPANSION BOLT SYSTEM BE APPROVED WITHOUT A CURRENT ICC ES REPORT THAT MEETS THE REQUIREMENTS OF THE GOVERNING JURISDICTION AND IS IN ACCORDANCE WITH AC1 318 APPENDIX D AS ADOPTED BY THE IBC. ***DISCLAIMER IT IS IMPORTANT FOR THE GENERAL CONTRACTOR TO UNDERSTAND THAT IT IS HIS/HER RESPONSIBILITY TO BE SURE THIS PROJECT IS CONSTRUCTED IN FULL COMPLIANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. THE PLANS ARE NOT ALL INCLUSIVE OF ALL MINIMUM CODES AND ORDINANCES. THIS FACT DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL MINIMUM STANDARDS. NO OMISSION FROM THESE PLANS GIVES PERMISSION FOR VIOLATION OF ANY CODE OR ORDINANCE. NO APPROVAL EVER GRANTS PERMISSION TO VIOLATED ANY CODE OR CITY ORDINANCE. THE GREATEST EFFORT HS BEEN MADE TO DRAFT THESE PLANS WITHOUT ERROR. HOWEVER, THERE IS NO GUARANTEE THAT THESE PLANS ARE WITHOUT ERROR. THE ARCHITECT, DRAFTSMAN & ENGINEER ARE TO BE HELD HARMLESS OF ANY FINANCIAL LIABILITY RESULTING FROM ERRORS IN THESE PLANS. ANYONE USING THESE PLANS FOR CONSTRUCTION OF THIS BUILDING ACCEPT FULL RESPONSIBILITY. CHECK PLANS CAREFULLY BEFORE AND DURING CONSTRUCTION COLD-FORMED METAL: A.REFERENCED STANDARDS: 1.AISI STANDARD: STANDARD FOR COLD-FORMED STEEL FRAMING B.LIGHT GAUGE STEEL STUDS AND JOISTS: 1.18 & 20 GAUGE MATERIAL: ASTM A570 GRADE 33 FOR PAINTED CARBON SHEET STEEL OR ASTM A653 GRADE A FOR GALVANIZED STEEL (Fy=33 KSI) 2.12, 14 & 16 GAUGE MATERIAL: ASTM A570 GRADE 50 FOR PAINTED CARBON SHEET STEEL OR ASTM A653 GRADE D FOR GALVANIZED STEEL (Fy=50 KSI). CARBON SHEET STEEL MUST BE COATED WITH A RUST INHIBITING PAINT. 3.ALL STRUCTURAL PROPERTIES COMPUTED IN ACCORDANCE WITH ANSI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS". DESIGNATIONS ON THE DRAWINGS ARE STEEL STUD MANUFACTURER'S ASSOCIATION (S.S.M.A.). APPROVED EQUIVALENT PRODUCTS MAY BE PERMITTED UPON REVIEW OF THE ARCHITECT AND STRUCTURAL ENGINEER. 4.INSTALL MEMBERS IN ACCORDANCE WITH INDUSTRY STANDARDS. UNLESS NOTED OTHERWISE ON THESE DRAWINGS, STUD WALL TRACK TO BE OF THE SAME MATERIAL AND GAUGE AS STUDS. 5.PROVIDE HORIZONTAL BRIDGING AT 5'-0" O.C. MAXIMUM AT NONBEARING WALLS AND 3'-4" O.C. MAXIMUM AT BEARING WALLS, COORDINATE W/ STUD MANUFACTURER'S REQUIREMENTS AND STUD CUT-OUT LOCATIONS. 6.BEARING WALLS TO BE ERECTED WITH STUD ENDS SEATED AGAINST TRACK WEB ON TOP AND BOTTOM. SPLICING OF WALL STUDS IS NOT PERMITTED. 7.CONSTRUCT WALL CORNERS USING A MINIMUM OF THREE STUDS. 8.INSTALL DOUBLE STUDS AT WALL OPENINGS, DOOR AND WINDOW JAMBS, U.N.O., SPLICING STUDS & HEADER/LINTEL FRAMING MEMBERS IS NOT PERMITTED. 9.SUBMIT SHOP DRAWINGS SHOWING STUD AND JOIST LAYOUT, DIMENSIONS, SIZES, BRIDGING, AND REQUIRED CONNECTION DETAILS FOR REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. C.FASTENERS: 1.SELF-DRILLING, SELF-TAPPING SCREWS, BOLTS, NUTS AND WASHERS: HOT DIP GALVANIZED PER ASTM A153 2.ANCHORAGE DEVICES: POWER ACTUATED D.WALL SYSTEMS SHEATHED WITH MBCI PANELS (OR EQUIVALENT) PER PLANS. GENERAL NOTES: A.CONSTRUCTION DOCUMENTS: 1.THE CONTRACTOR SHALL REVIEW THE APPROVED CONSTRUCTION DOCUMENTS AND NOTIFY THE ENGINEER OF ANY ERRORS OR DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 2.CONTRACTOR IS RESPONSIBLE FOR USING QUALIFIED SUB CONTRACTORS EXPERIENCED IN THIS TYPE OF CONSTRUCTION. 3.THE CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE A COMPLETE STRUCTURE AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE PLANS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO COMPLETE THE PROJECT TO THE MINIMUM REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE AND ALL OTHER SPECIFICATIONS, CODES AND STANDARDS NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS. 4.THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF ANY UNIDENTIFIED EXISTING UNDERGROUND UTILITIES ARE DISCOVERED. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. 5.THE APPROVED STRUCTURAL DRAWINGS ARE PART OF THE OVERALL CONSTRUCTION DOCUMENT SET AND SHALL BE REFERENCED IN CONJUNCTION WITH OTHER APPROVED CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMITED TO, CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, LANDSCAPE AND GEOTECHNICAL DOCUMENTS. a.SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: HORIZONTAL AND VERTICAL DIMENSIONS NOT SHOWN ON THE STRUCTURAL PLANS. SIZE AND LOCATIONS OF DOOR AND WINDOW OPENINGS. SIZE AND LOCATIONS OF ROOF AND FLOOR OPENINGS. SIZE AND LOCATIONS OF INTERIOR NON-BEARING AND NON STRUCTURAL WALLS. CEILING ASSEMBLIES; WALL, FLOOR AND ROOF FINISHES; AND HANDRAILS. b.SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF PIPES, SLEEVES, AND DUCT PENETRATIONS. EQUIPMENT SIXES AND LOCATION. EQUIPMENT CURBS AND MOUNTING BRACKETS OR ANCHORS. c.SEE CIVIL, GEOTECHNICAL, OR LANDSCAPE DRAWINGS AND REPORTS FOR THE FOLLOWING: SITE TOPOGRAPHY, EXCAVATION AND COMPACTION REQUIREMENTS, FINISH GRADE SLOPE AND DRAINAGE, AND SITE ELEVATION. 6.THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, BRACING AND/OR SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. CONTRACTOR AT HIS/HER OWN EXPENSE SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DESIGN BRACING, SHORING, ETC. OBSERVATION VISITS TO THE SITE BY THE ENGINEER SHALL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 7.UNDER NO CIRCUMSTANCES CAN STRUCTURAL COMPONENTS BE SUBSTITUTED, OMITTED, SPLICED, OR ALTERED FROM THE APPROVED SET OF CONSTRUCTION DOCUMENTS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER. B.DIMENSIONS AND NOTATIONS: 1.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 2.FOR ANY MISSING DIMENSIONS REFER TO THE ARCHITECTURAL DRAWINGS OR THE DRAWINGS OF APPLICABLE TRADE. 3.ABBREVIATIONS USED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE CONSIDERED TYPICAL ABBREVIATIONS FOR THE INDUSTRY. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY ABBREVIATIONS THAT ARE UNKNOWN TO THE CONTRACTOR. C.TYPICAL NOTES AND DETAILS: 1.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER STANDARD TYPICAL NOTES AND DETAILS. 2.STANDARD TYPICAL NOTES AND DETAILS ARE TO BE USED WHEN REFERRED TO OR WHEN NO OTHER MORE RESTRICTIVE OR DIFFERENT DETAILS ARE SHOWN ON THE DRAWINGS. 3.WORK NOT PARTICULARLY SHOWN OR SPECIFIED SHALL BE THE SAME AS SIMILAR PARTS THAT ARE SHOWN OR SPECIFIED. D.SHOP DRAWINGS: 1.SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER IN A TIMELY FASHION PRIOR TO FABRICATION AND CONSTRUCTION. UNLESS OTHERWISE STATED, A MINIMUM OF 5 WORKING DAYS AFTER RECEIPT OF SHOP DRAWINGS SHALL BE CONSIDERED AN ACCEPTABLE TIME PERIOD FOR THE STRUCTURAL ENGINEER REVIEW PROCESS. 2.A MINIMUM OF (2) HARD COPY SETS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE STRUCTURAL ENGINEER WILL MAINTAIN (1) SET FOR REFERENCE PURPOSES. THE CONTRACTOR SHALL MAINTAIN (1) SET AT THE JOB SITE DURING THE DURATION OF CONSTRUCTION. 3.CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER. CONTRACTOR SHALL REVIEW FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. 4.SHOP DRAWINGS ARE NOT A PART OF THE CONSTRUCTION DOCUMENTS. THE STRUCTURAL ENGINEER REVIEW DOES NOT GIVE PERMISSION TO DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS. WHERE THE SHOP DRAWINGS AND THE CONSTRUCTION DOCUMENTS DIFFER, THE MORE STRICT OF THE TWO SHALL GOVERN UNLESS WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER PERMITS OTHERWISE. E.INSPECTIONS, SPECIAL INSPECTIONS, AND SITE VISITS (STRUCTURAL OBSERVATIONS): 1.INSPECTIONS BY THE BUILDING OFFICIAL ARE REQUIRED FOR CONSTRUCTION WORK FOR WHICH A PERMIT IS REQUIRED PER SECTION 110 OF THE IBC. CONTRACTOR IS REQUIRED TO COORDINATE AND SCHEDULE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. INSPECTIONS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL PROVISIONS OF THE IBC OR OF OTHER ORDINANCES OF THE JURISDICTION SHALL NOT BE VALID. 2.SPECIAL INSPECTIONS ARE IN ADDITION TO, AND DO NOT REPLACE, THE INSPECTIONS BY THE BUILDING OFFICIAL PER CHAPTER 17 OF THE IBC. SPECIAL INSPECTIONS SHALL BE PERFORMED BY A QUALIFIED PERSON TO INSPECT AS REQUIRED ON THESE DOCUMENTS THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3.SITE VISITS OR STRUCTURAL OBSERVATIONS BY THE STRUCTURAL ENGINEER DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY OF INSPECTIONS OR SPECIAL INSPECTIONS PER SECTION 110 AND CHAPTER 17 OF THE IBC. SITE VISITS ARE NOT CONTINUOUS OR DETAILED. SITE VISITS DO NOT VALIDATE CONTRACTORS PERFORMANCE, MEANS, OR METHODS. SITE VISITS ARE FOR VISUAL OBSERVATION FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. F.CODE REQUIREMENTS: ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 1.2018 INTERNATIONAL BUILDING CODE (IBC) 2.ANY OTHER REGULATING AGENCIES WHICH MAY HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF COLORADO. 3.SPECIFICATIONS, CODES AND STANDARDS NOTED SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS NOTED OTHERWISE. 4.CONTRACTOR SHALL BE PROPERLY REGISTERED IN THE STATE OF COLORADO PER COLORADO STATE LAW. 5.ALL STRUCTURAL MATERIAL MUST HAVE CURRENT ICC-ES REPORTS AVAILABLE UPON REQUEST TO PROVE CODE APPROVAL & INDUSTRY TOLERANCES. DESIGN CRITERIA: A.2018 INTERNATIONAL BUILDING CODE (IBC). 1.RISK CATEGORY: II 2.NATURE OF OCCUPANCY: STORAGE B.DESIGN LOADS: 1.ROOF: a.LIVE LOAD = 40 PSF (ROOF SNOW) b.DEAD LOAD = 5 PSF 2.FLOOR - LIVE LOADS: a.STORAGE (LIGHT) = 125 PSF C.IBC SEISMIC DESIGN: 1.SEISMIC DESIGN CATEGORY: C 2.IMPORTANCE FACTOR IE = 1.0 3.SOIL SITE CLASS: D (DEFAULT) 4.SEISMIC COEFFICIENTS: SD1 = 0.126 SDS = 0.358 D.IBC WIND LOAD: 1.BASIC DESIGN WIND SPEED = 104 MPH 2.EXPOSURE = C FOUNDATIONS: A.REFERENCE GEOTECHNICAL REPORT FOR ALL SUBGRADE PREPARATIONS WHERE PREPARATIONS DIFFER FROM THOSE STATED IN PLANS. B.MAXIMUM ALLOWABLE FOUNDATION SOIL BEARING PRESSURE: 1.400 PSF (DEAD + LIVE LOAD) 2.300 PSF (GRAVITY + LATERAL LOAD) B.THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 36 INCHES MINIMUM BELOW ADJACENT FINISHED GRADE. C.THE INTERIOR FOOTINGS SHALL BE 12 INCHES MINIMUM BELOW FINISH FLOOR, U.N.O. D.STRUCTURAL BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. BRACE WALLS AND PIERS AS REQUIRED DURING BACKFILLING OPERATIONS. E.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE THE CONSTRUCTION DOCUMENTS, INCLUDING THE STRUCTURAL DRAWINGS, WITH THE GEOTECHNICAL REPORT. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER. F.DEFINITIONS: 1.STRUCTURAL WALLS - ANY LOAD BEARING WALL, SHEAR WALL, AND ANY WALL THAT REQUIRES A FOOTING. CONCRETE: A.REFERENCE STANDARDS: 1.ALL CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF ACI 301 2.ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE 3.CONCRETE MIX DESIGN SHALL BE ESTABLISHED IN ACCORDANCE WITH CHAPTER 5 OF ACI 318 4.USE LATEST EDITION OF ACI 306R WHEN CONCRETING DURING COLD WEATHER B.SUBMITTALS: 1.SUPPLY PRODUCT DATA FOR PROPRIETARY MATERIALS AND ITEMS, INCLUDING REINFORCEMENT AND FORMING ACCESSORIES, ADMIXTURES, PATCHING COMPOUNDS, JOINT SYSTEMS, CURING COMPOUNDS AND OTHERS. 2.SHOP DRAWINGS FOR REINFORCEMENT DETAILING, FABRICATING, FOR BENDING, AND PLACING OF CONCRETE REINFORCEMENT SHALL COMPLY WITH ACI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. BAR SCHEDULES, STIRRUP SPACING, BENT BAR DIAGRAMS, AND ARRANGEMENT OF CONCRETE REINFORCEMENT SHALL BE SHOWN. INCLUDE SPECIAL REINFORCING REQUIRED FOR OPENINGS THROUGH CONCRETE STRUCTURES. C.FORMWORK AND FINISHES: 1.FORMWORK: DESIGN, ERECT, SUPPORT, BRACE AND MAINTAIN FORMWORK TO SUPPORT VERTICAL, LATERAL, STATIC AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL STRUCTURE CAN SUPPORT SUCH LOADS. 2.FINAL SLAB SURFACES SHALL RECEIVE A MACHINED STEEL TROWEL FINISH. 3.ANY PROJECTING CORNERS OF COLUMNS, BEAMS, WALLS, PEDESTALS, ETC SHALL BE FORMED WITH A 3/4 INCH CHAMFER. 4.DRY PACK, OR USE NON-SHRINK GROUT, UNDER BASE PLATES, BEARING PLATES, OR SILL PLATES AS REQUIRED FOR A LEVEL AND UNIFORM BEARING SURFACE. MINIMUM GROUT STRENGTH SHALL BE f'c = 7000 PSI, U.N.O. 5.SEPARATE SLABS-ON-GRADE FROM VERTICAL SURFACES WITH JOINT FILLER. D.MIX DESIGN, STRENGTH, AND ADMIXTURES: 1.28-DAY COMPRESSIVE STRENGTHS (f'c): a.FOUNDATION STEM WALLS = 3500 PSI b.FOOTINGS = 3500 PSI c.INTERIOR SLABS-ON-GRADE = 4000 PSI 2.CEMENT II OR I/II PER ASTM C-150 3.MAXIMUM SLUMP: a.PRIOR TO ADDITION OF WATER-REDUCING ADMIXTURE = 4" b.WITH ADDITION OF WATER-REDUCING ADMIXTURE= 10" 4.MAXIMUM SIZE COARSE AGGREGATE: 3/4 INCHES (PER ASTM C-33) 5.APPROVED ADMIXTURES: a.FLYASH PER ASTM C-618 b.AIR ENTRAINING PER ASTM C-260 c.WATER REDUCING PER ASTM C-494 E.REINFORCEMENT: 1.REINFORCEMENT FOR CONCRETE: a.ALL REINFORCING SHALL BE SUPPORTED IN FORMS SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER IN ACCORDANCE WITH THE LATEST EDITION OF THE CRSI "MANUAL OF STANDARD PRACTICE" b.DEFORMED BARS - ASTM A615, GRADE 60 c.WELDED WIRE REINFORCEMENT (WWR): ·SMOOTH WIRE - ASTM A185 ·DEFORMED WIRE - ASTM A497 ·USE FLAT MATS ONLY. NO ROLLED WWR IS PERMITTED. 2.MINIMUM REINFORCEMENT LAP = 40 BAR DIAMETERS 3.MINIMUM WWR LAP = GRID SPACING PLUS 2 INCHES 4.MINIMUM CONCRETE COVER OVER REINFORCEMENT: a.CONCRETE CAST AGAINST EARTH = 3" b.CONCRETE EXPOSED TO EARTH OR WEATHER = 1 1/2" c.CONCRETE NOT EXPOSED TO EARTH OR WEATHER = 3/4" 5.SLAB-ON-GRADE REINFORCEMENT SHALL BE PLACED AT THE MID-DEPTH OF THE SLAB. F.COORDINATION: 1.COORDINATE ALL UNDER-SLAB MATERIAL SUCH AS VAPOR BARRIER, INSULATION, AND SUB-BASE WITH ARCHITECTURAL AND GEOTECHNICAL CONSTRUCTION DOCUMENTS. 2.COORDINATE CONCRETE SURFACE FINISHING WITH ARCHITECTURAL FINISH MATERIALS. 3.REPAIR OR REPLACE DEFECTIVE CONCRETE AS DIRECTED BY THE ARCHITECT, ENGINEER, OR TESTING AGENCY. 4.COORDINATE ALL JOINT SPACING, LAYOUT, FILLER AND SEALANTS. 5.COORDINATE WITH ARCHITECTURAL ANY FINISH SURFACES THAT REQUIRE MOCK-UPS AND ACCEPTANCE PRIOR TO CONSTRUCTION. 6.COORDINATE WITH REQUIRED INSPECTORS, SPECIAL INSPECTORS, AND STRUCTURAL OBSERVERS FOR FIELD QUALITY CONTROL ITEMS AND SCHEDULE NOTIFICATIONS IN A TIMELY FASHION. G.DEFINITIONS: 1.PERFORMANCE DESIGN - A SET OF INSTRUCTIONS THAT OUTLINES THE FUNCTIONAL REQUIREMENTS FOR HARDENED CONCRETE DEPENDING ON THE APPLICATION. PERFORMANCE DESIGN DOES NOT INCLUDE REQUIREMENTS FOR MEANS AND METHODS AND DOES NOT PROVIDE LIMITATIONS ON THE INGREDIENTS OR PROPORTIONS OF THE CONCRETE MIXTURE. SUBMITTALS FOR PERFORMANCE DESIGN WOULD NOT BE A DETAILS LIST OF MIXTURE INGREDIENTS BUT RATHER A CERTIFICATION THAT THE MIX WILL MEET THE SPECIFICATION REQUIREMENTS, INCLUDING PRE-QUALIFICATION TEST RESULTS. 2.DURABILITY DESIGN - DURABILITY IS THE ABILITY OF CONCRETE TO RESIST WEATHERING ACTION, CHEMICAL ATTACK, AND ABRASION WHILE MAINTAINING IT'S DESIRED ENGINEERING PROPERTIES. 3.STRENGTH DESIGN- BASED ON THE ULTIMATE COMPRESSIVE STRENGTH OF THE CONCRETE NEEDED TO RESIST THE CALCULATED DESIGN LOADS. ANY ADDITIONAL STRENGTH THAT MAY BE PRESENT DUE TO STEEL REINFORCING IS NOT PERMITTED TO BE INCLUDED IN THE CONCRETE STRENGTH DESIGN. DE S C R I P T I O N - C O M M E N T S DA T E DE L T A FR E E U P S T O R A G E TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O H A T C H D E S I G N AR C H I T E C T U R E . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . SHEET TITLE SHEET NUMBER SHEET CO N S T R U C T I O N F O R : 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 DATE: 22166 LRV KB 11-28-2023 DRAWN BY: CHECKED BY: JOB NUMBER: FINAL DESIGN SET bu i l d i n g I GENERAL STRUCTURAL NOTES S0.01 11-28-2023 SCALE: FOUNDATION PLAN 1/8"=1'-0"1 INDICATES 4" CONC. SLAB ON GRADE. OVER 4" OF PROPERLY COMPACTED SOIL AS IDENTIFIED IN THE SITE GEOTECHNICAL REPORT CONTRACTOR'S OPTION TO USE EITHER: 2.0 LB/CY APPROVED FIBER MESH OR 4x4 W2.9 x W2.9 WWR PLACED @ MID DEPTH OF SLAB INDICATES INTERIOR OR EXTERIOR WALL FRAMING FOUNDATION PLAN LEGEND: N S W E WALL FOOTING SCHEDULE FOOTING MARK WIDTH (W) DEPTH (D)REINFORCING NOTES WF1 0'-7"3'-0"#4 BARS @ 48" O.C. (V) #4 BARS @ 12" O.C. (H) SEE DETAIL, VERTICAL BARS SHALL BE HOOKED WF2 1'-4"1'-0"(2) #4 BARS CONT.SEE DETAIL 1.FOR ANY ADDITIONAL DIMENSIONS NOT SHOWN, SEE ARCH DRAWING PLANS. NOTIFY ARCH OR ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2.STRUCTURAL WALLS ARE CONSIDERED TO BE ALL LOAD BEARING WALLS, SHEAR WALLS AND ANY WALL THAT REQUIRES A FOOTING. 3.FOR GENERAL STRUCTURAL NOTES SEE SHEET S0.01. 4.FOR TYPICAL FOUNDATION DETAILS SEE SHEET S2.01. 5.T.O.CONC = TOP OF CONCRETE CURB ELEVATION. 6.T.O.SLAB = TOP OF CONCRETE SLAB ELEVATION 7.B.O.F. = BOTTOM OF FOOTING ELEVATION = 36" MINIMUM BELOW ADJACENT FINISHED GRADE. COORDINATE WITH FOOTING SCHEDULE & DETAILS 8.E.O.C. = EDGE OF CONCRETE 9.CORNER REINF. IS REQ'D PER DETAIL 5 / S2.01 10.CONTROL JOINTS SHALL BE INSTALLED PER DETAIL 4 / S2.01, SEE DETAIL FOR SPACING. FOUNDATION PLAN NOTES: 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 B C D E F G A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21123456789101112131415161718192021 G 10' 5' 10' 5' 200' 30' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 5'5' 5'5' 5'5' 5'5' 5'5' 0'-6" 0'-0" 1'-0" 0'-6" WF1 S2 . 0 1 2 S2 . 0 1 3 WF1 S2 . 0 1 2 S2 . 0 1 3 WF1 S2 . 0 1 2 S2 . 0 1 3 S2 . 0 1 2 WF1 S2 . 0 1 3 S2 . 0 1 2 WF1 S2 . 0 1 3 S2 . 0 1 2 WF1 S2 . 0 1 3 T.O. CONC SEE ARCH. S2.01 9 S2.01 4 SLOPE: 0% SLOPE: 0% T.O. CONC SEE ARCH. S2.01 9 S2.01 4 SLOPE: 0% SLOPE: 0% T.O. CONC SEE ARCH. S2.01 9 S2.01 4 SLOPE: 0% SLOPE: 0% S2.01 7 S2.01 8 S2.01 7 S2.01 8 WF1 S2.01 1 WF1 S2.01 1 WF2 WF2 WF2 WF2 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A FR E E U P S T O R A G E TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O H A T C H D E S I G N AR C H I T E C T U R E . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . SHEET TITLE SHEET NUMBER SHEET CO N S T R U C T I O N F O R : 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 DATE: 22166 LRV KB 11-28-2023 DRAWN BY: CHECKED BY: JOB NUMBER: FINAL DESIGN SET bu i l d i n g I FOUNDATION PLAN S1.01 11-28-2023 SCALE: FOOTING AT STEP DETAIL 1/2"=1'-0"8 1' 1' STEP PER PLAN LAP SPLICE LENGTH LAP SPLICE LENGTH 3" CLR HORIZONTAL WALL BARS, PER PLAN TOP OF CONCRETE SURFACE TOP OF CONCRETE SURFACE STUD FRAMING PER PLAN 12" Ø x3 3 4" EMBED HILTI KW-TZ E.B. COORD W/ FB DRAWINGS INTERIOR SHEETING, PER PLAN VERTICAL BARS, PER PLAN SCALE: CONSTRUCTION & CONTROL JOINT N.T.S.4 SCALE: STEMWALL CORNER N.T.S.5 SCALE: CONCRETE SECTION AT INTERIOR WALL N.T.S.6 CONSTRUCTION JOINT CONTROL JOINT 1" WATERPROOF SEALANT 112"COLD JOINT CONCRETE SLAB CONCRETE SLABSAW CUT TO 25% OF SLAB DEPTH NOTE: LAP SPLICE LENGTHS (U.N.O.): 48 * BAR DIA. OR 28" (MIN) WHICHEVER IS GREATER. LA P S P L I C E LE N G T H LAP SPLICE LENGTH LAP SPLICE LENGTH HORIZONTAL WALL BARS ADD.L VERT. BAR AT CORNER CORNER BARS (MATCH HORIZ. REINF.) INTERIOR WALL STUD, TYP. SECTION A-A CONCRETE SLAB A A 12" x 2 34" SIMPSON STRONG BOLT 2 COORD W/ FB DRAWINGS STUD FRAMING PER PLAN INTERIOR WALL PANEL PER PLAN INTERIOR WALL PANEL PER PLAN (2) #12 x 1" SCREWS, EACH STUD FLOOR CLIP, EACH STUD B B INTERIOR WALL STUD, TYP. 12" x 2 34" SIMPSON STRONG BOLT 2 SECTION B-B INTERIOR WALL PANEL PER PLAN FLOOR CLIP, EACH STUD CONTROL JOINT NOTES: 1.4" SLAB ON GRADE SHALL HAVE A CONTROL JOINT OR CONSTRUCTION JOINT NO MORE THAN 12' O.C. EACH DIRECTION THROUGHOUT SLAB. 2.5" SLAB ON GRADE SHALL HAVE A CONTROL JOINT OR CONSTRUCTION JOINT NO MORE THAN 15' O.C. EACH DIRECTION THROUGHOUT SLAB. SCALE: CONCRETE STEMWALL AT EXTERIOR WALL N.T.S.1 SCALE: CONCRETE STEMWALL AT OPENING N.T.S.3 24" 3" CLR PER PLAN FINISH GRADE OR PAVING COORD W/ CIVIL STUD FRAMING PER PLAN 8" PE R P L A N TO F . G . 12" x 2 34" SIMPSON STRONG BOLT 2 COORD W/ FB DRAWINGS #4 CONTINUOUS SPACING PER PLAN CONCRETE SLAB #4 BAR, SPACING PER PLAN 1'-8" CONTRACTOR'S OPTION TO ADD COLD JOINT EXTERIOR SHEETING, PER PLAN 24" 3" CLR PER PLAN FINISH GRADE OR PAVING COORD W/ CIVIL PE R P L A N TO F . G . #4 CONTINUOUS SPACING PER PLAN CONCRETE SLAB 1', 1 12" DEEP #4 BAR, SPACING PER PLAN CONTRACTOR'S OPTION TO ADD COLD JOINT SLOPED FINISH OPTION, COORDINATE WITH OWNER AND/OR ARCHITECT 8" 1'-8" SCALE: CONCRETE STEMWALL AT DOOR PIER N.T.S.2 24" 3" CLR PER PLAN FINISH GRADE OR PAVING COORD W/ CIVIL STUD FRAMING PER PLAN 8" PE R P L A N TO F . G . 12" x 2 34" SIMPSON STRONG BOLT 2 COORD W/ FB DRAWINGS #4 CONTINUOUS SPACING PER PLAN CONCRETE SLAB #4 BAR, SPACING PER PLAN 1'-8" CONTRACTOR'S OPTION TO ADD COLD JOINT EXTERIOR SHEETING, PER PLAN 1', 1 12" DEEP SLOPED FINISH OPTION, COORDINATE WITH OWNER AND/OR ARCHITECT 24" SCALE: CONCRETE STEP DETAIL 1/2"=1'-0"7 STUD FRAMING PER PLAN STEP, PER PLAN 12" Ø x3 3 4" EMBED HILTI KW-TZ E.B. COORD W/ FB DRAWINGS #4 CONTINUOUS CONCRETE SLAB #4 BAR, SPACING PER PLAN CONTRACTOR'S OPTION TO ADD COLD JOINT INTERIOR SHEETING, PER PLAN 24" SCALE: INTERIOR STRIP FOOTING 1/2"=1'-0"9 LAP SPLICE IF REINFORCING IS USED 3" CLR 3" CLR CONCRETE SLAB PER PLAN 3" CLR 3" CLR DEPTH PER PLAN WIDTH PER PLAN 45° LAP SPLICE IF REINFORCING IS USED LONGITUDINAL REINFORCING PER PLAN STEEL FRAMING PER FBC DRAWINGS, CENTER FOOTING BELOW REINFORCING PER PLAN DEPTH PER PLAN WIDTH PER PLAN 1 1 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A FR E E U P S T O R A G E TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O H A T C H D E S I G N AR C H I T E C T U R E . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . SHEET TITLE SHEET NUMBER SHEET CO N S T R U C T I O N F O R : 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 DATE: 22166 LRV KB 11-28-2023 DRAWN BY: CHECKED BY: JOB NUMBER: FINAL DESIGN SET bu i l d i n g I FOUNDATION DETAILS S2.01 11-28-2023 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 B C D E F G A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21123456789101112131415161718192021 G 4MC8 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC8 4M C 8 8' - 8 " 4M C 1 6 8' - 8 " 4M C 1 6 8' - 8 " 4M C 8 4M C 8 8' - 8 " 4M C 1 6 8' - 8 " 4M C 1 6 8' - 8 " 4M C 8 4MC8 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC16 8'-8"4MC8 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-1 LAYOUT PLAN Plan North Stud & Channel Layout Building "A" Scale: - - - - - - CMU CONC.HALL DBL STUDS Mark PA HC G1 C1 C2 C3 H1 H2 H3 H4 BB1 BC1 BC2 TC1 TC2 RC1 Z1 Z2 Z3 Z4 Z5 L1 L2 L3 PP FD Shape PBU 2VLI Web 3"4 3/4"6"4"4"6"4"6"8"10"4"4 1/8"6 1/8"4 1/8"6 1/8"8 1/8"4"6"8"10"12"4"3 3/8"2"36"36" Flange 3"1"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"3"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"4"2 1/2"4"N/A"2" Gauge 18 16 16 16 14 16 16 14 16 12 16 16 16 16 16 16 16 16 16 16 16 12 16 16 16 18 Use Partition Angle Hat Channel Girt Studs Studs Studs Header Header Header Header Box Beam Base Channel Base Channel Top Channel Top Channel Receiver Channel Purlin Purlin Purlin Purlin Purlin Pour Stop Rake Starter Angle Rake Sheeting Angle Partition Panel Floor Decking 1-31-2023 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 B C D E F G A B C D E F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21123456789101112131415161718192021 G 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-3 ROOF FRAMING LAYOUT 2" ROOF INSULATION 17 FBC-D 47 FBC-D 6 FBC-D 18 FBC-D 4 FBC-D 27 FBC-D 1/ 4 " : 1 2 " S L O P E Plan North Roof Framing Layout Building "A" Scale: - - - - - - CMU CONC.HALL DBL STUDS Mark PA HC G1 C1 C2 C3 H1 H2 H3 H4 BB1 BC1 BC2 TC1 TC2 RC1 Z1 Z2 Z3 Z4 Z5 L1 L2 L3 PP FD Shape PBU 2VLI Web 3"4 3/4"6"4"4"6"4"6"8"10"4"4 1/8"6 1/8"4 1/8"6 1/8"8 1/8"4"6"8"10"12"4"3 3/8"2"36"36" Flange 3"1"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"2"2"2"2"3"2 1/2"2 1/2"2 1/2"2 1/2"2 1/2"4"2 1/2"4"N/A"2" Gauge 18 16 16 16 14 16 16 14 16 12 16 16 16 16 16 16 16 16 16 16 16 12 16 16 16 18 Use Partition Angle Hat Channel Girt Studs Studs Studs Header Header Header Header Box Beam Base Channel Base Channel Top Channel Top Channel Receiver Channel Purlin Purlin Purlin Purlin Purlin Pour Stop Rake Starter Angle Rake Sheeting Angle Partition Panel Floor Decking 1-31-2023 123456789101112131415161718192021 123456789101112131415161718192021 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-4 SIDEWALL FRAMING LAYOUT North Framing Layout - Grid A Building "I" Scale: 1/8" = 1'-0" North Sheeting Layout - Grid A Building "I" Scale: 1/8" = 1'-0" 1-31-2023 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-5 SIDEWALL FRAMING LAYOUT South Framing Layout - Grid G Building "I" Scale: 1/8" = 1'-0" South Framing Layout - Grid G Building "I" Scale: 1/8" = 1'-0" 1-31-2023 A B C D E F G ABCDEFG A B C D E F G ABCDEFG 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-6 ENDWALL FRAMING LAYOUT West Framing Layout - Grid 1 Building "I" Scale: 3/16" = 1'-0" West Sheeting Layout - Grid 1 Building "I" Scale: 3/16" = 1'-0" East Framing Layout - Grid 21 Building "I" Scale: 3/16" = 1'-0" East Sheeting Layout - Grid 21 Building "I" Scale: 3/16" = 1'-0" 1-31-2023 1STUD ATTACHMENT @ TOP FLOOR STEEL LINE STEEL LINE STEEL LINE A SECTION "A" STUD (PER PLAN) PARTITON PANEL #12 S.D. W/O WASH F.FLOOR FLOOR CLIP PARTITION PANEL STUDS (2) #12x1 S.D. PER 4C STUD STUD ORIENTATION MAY DIFFER @ GRID LINES. (SEE PLANS) ARCHOR BOLT (PER.STRUCT.) 3PIER ASSEMBLY DOOR CURTAIN DOOR TRACK STEEL BUILT UP PIER STEEL LINE STEEL LINE 958" DO O R L U G FINISHED FLOOR DOOR LUG (-1.5" FROM F.FLOOR) COVER TRIM PARTITION PANEL (PER PLAN) STUDS (PER PLAN) SECTION "A" "A" PARTITION PANEL STUD (PER PLAN) ACHOR BOLT (PER. STRUCT) 15TYP PARTITION ATTACHMENT 20" 20" 20" 20" 20" 20" 6" STICH S C R E W S @ P A N E L S I D E L A P S STRU C T U R A L S C R E W S @ I N T E R M E D I A T E STUD S STEEL LINE #14 S.D. W/O WASH STRUCTURAL SCREW = #12 x 1 S.D. STITCH SCREW = #14x 7 8 S.D. 6" +/- LAPS 6" 6" 6" 6" 6" 13FLASHING TRANSVERSE WALL 8" STUD STUD DRAG STRUT 8"x2" ZEE PURLN ZEE PURLN PARTITION PANEL #12 S.D. W/O WASH DRAG STRUT 20PBR STANDARD DETAILS STEEL LINE ST E E L L I N E OUTSIDE CORNER TRIM "PBR" PANEL "P B R " P A N E L TERMINATION @ CORNER J-TRIM STEEL LINE A SECTION "A" JAMB OR HEADER STEEL LINE STEEL LINE SILL DETAIL SILL TRIM P.B.R P A N E L TE R M I N A T I O N @ A N O P N ' G COVER TRIM GIRT, HEADER OR JAMB 18RAKE ATTACHMENT DETAIL RETRO RAKE TRIM 1x1 CLEAT W/TAPE SEAL CONT. ALONG BOTH LEGS #12 S.D. W/WASH 6" O.C. RAKE SUPPORT ANGLE (L-3 3/8x2 1/2x14GA) STANDING SEAM ROOF PANEL NOTE: STANDING SEAM ROOF PANEL MAY REQUIRE FIELD BENDING ALONG RAKE EDGE @ TERMINATING RAKE. 3ZC IS REQ'D FOR THAT CONDITION 51 2" LOW FIXED ROOF SYSTEM RAKE SHEETING ANGLE (L-2x4x16GA) LINE OF WALL FRAMING LINE OF ROOF FRAMING 4TYP PURLIN ATTACHMENT STEEL LINE 1'-01 8"1'-01 8" 2'-01 4" (LAP LOCATIONS ON ROOF PLAN) PER PLANS TYPICALLY 60" STEEL LINE "A" SECTION "A" STEEL LINE#12 S.D. W/O WASH PURLIN (PER PLAN) STUDS (PER PLAN) PARTITION PANEL (PER PLAN) FIELD CUT PANELS AS REQ'D L-2x8x16GA DRAG STRUT ANGLE #12 S.D. W/O WASH (PER ATTACHMENT DETAIL) PURLIN (PER PLAN) NON-LOAD BEARING STUD STUD (PER PLAN) 6TOP CHANNEL ATTACHMENT ON GRID OPEN CHANNEL STUD (PER PLAN) #12 S.D. W/O WASH STUD (PER PLAN) TOP CHANNEL #12 S.D. W/O WASH STEEL LINE CHANNEL LAP STEEL LINE & CHANNEL LAP SECTION "A" "A" 2" 4" INTERIOR SIDE 4" 17LOW EAVE ROOF ATTACHMENT (W/GUTTER) GUTTER STRAP @ 48" O.C. GUTTER (PROFILE MAY VARY) "A" LINE OF ROOF FRAMING LINE OF WALL FRAMING 7.2 ROOF SHEETING 2'-0" (6) #12 S.D. W/WASH (2) #14 S.D. W/WASH (2) #12 S.D. W/O WASH @ IMC SECTION "A" INSIDE METAL CLOSURE LINE OF ROOF FRAMING INSIDE METAL CLOSURE W/TAPE SEAL TOP & BOTTOM SHEETING CAP TRIM (SCT) EXTERIOR SHEETING (PROFILE MAY VARY) LOW FIXED ROOF SYSTEM 10TYP PARTITION ATTACHMENT PA R T I T I O N P A N E L L-2x2x16GA SHEETING ANGLE PARTITION PANEL #12 S.D. W/O WASH STUD (PER PLAN) PA R T I T I O N P A N E L 1STUD ATTACHMENT @ TOP FLOOR STEEL LINE STUD (PER PLAN) PARTITON PANEL #12 S.D. W/O WASH F.FLOOR STUD ORIENTATION MAY DIFFER @ GRID LINES. (SEE PLANS) ARCHOR BOLT (PER SHEAR WALL TABLE) BASE CAHNNEL 7TYP GIRT ATTACHMENT "A" GIRT (PER PLAN) GIRT CLIP (L-2x4x16GA) STUD (PER PLAN) (4) #12 S.D. W/O WASH PER LEG PE R P L A N S TY P I C A L L Y 6 0 " / F . F . STUD (PER PLAN) GIRT CLIP (L-2x4x16GA) GIRT (PER PLAN) (4) #12 S.D. W/O WASH PER LEG 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-D DETAILS 1-31-2023 2" VINYL BACKED INSULATION (PERPENDICULAR TO ZEES) ZEE PURLIN 27ROOF INSULATION (NON-CLIMATE BLDG) LOW FIXED ROOF SYSTEM 29BASE CHANNEL ATTACHMENT STEEL LINE STUDS (PER PLAN) BASE CHANNEL F.FLOOR EXTERIOR SHEETING ANCHOR BOLT (PER. STRUCT.) DRIP TRIM 112" 47HIGH EAVE CONDITION LOW FIXED ROOF SYSTEM 93OUTSIDE CORNER 348 W Parkcenter Blvd Boise, ID 83706 Phone, (208) 629-2952 Fax, (208) 268-4041 DE S C R I P T I O N - C O M M E N T S DA T E DE L T A SHEET TITLE SHEET NUMBER DATE: JOB NUMBER:22166 JUN. 06, 2022 DRAWN BY: CHECKED BY:KH TM TH I S P L A N A N D / O R D E S I G N A R E N O T T O B E C H A N G E D O R CO P I E D I N A N Y F O R M , N O R A R E T H E D O C U M E N T S T O B E AS S I G N E D T O A T H I R D P A R T Y W I T H O U T W R I T T E N C O N S E N T AN D P R O P E R C O M P E N S A T I O N T O S T R U X E N G I N E E R I N G L L C . TH E U S E O F T H E P L A N S S H A L L B E R E S T R I C T E D T O T H E OR I G I N A L S I T E F O R W H I C H T H E Y W E R E P R E P A R E D . DR A W I N G S , S P E C I F I C A T I O N S A N D O T H E R D O C U M E N T S , IN C L U D I N G T H O S E I N E L E C T R O N I C F O R M , P R E P A R E D B Y TH E D E S I G N E R A N D T H E D E S I G N E R ' S C O N S U L T A N T S A R E IN S T R U M E N T S O F S E R V I C E F O R U S E S O L E L Y W I T H R E S P E C T TO T H I S P R O J E C T . T H E D E S I G N E R A N D T H E D E S I G N E R ' S CO N S U L T A N T S S H A L L B E D E E M E D T H E A U T H O R S A N D OW N E R S O F T H E I R R E S P E C T I V E I N S T R U M E N T S O F S E R V I C E AN D S H A L L R E T A I N A L L C O M M O N L A W , S T A T U T O R Y A N D OT H E R R E S E R V E D R I G H T S , I N C L U D I N G C O P Y R I G H T S . Fr e e U P S t o r a g e Bu i l d i n g I 35 7 S . 1 6 t h s t . Si l t , C O . 8 1 6 5 2 FBC-D DETAILS 1-31-2023 FR E E U P S T O R A G E 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 SHEET NUMBER: SHEET NAME: FOR CONSTRUCTION DRAWN BY: CHECKED BY: DATE DESCRIPTION 09-19-22 ISSUE / REVISIONS: PERMIT SET 5335 W 48th Ave Suite 103 Denver, CO 80212 720.779.3556 PROJECT # 322093 RD BABA E-0.1 GENERAL - BUILDING L SPECIFICATIONS SPECIFICATIONS ABBREVIATIONS AC AMP FUSEAF ABOVE FINISHED FLOORAFF BELOW FINISHED CEILINGBFC BREAKERBKR CONNECTED OR CONNECTIONCONN CTB DOWNDN EMPTY CONDUITEC ELECTRICALELEC FIRE ALARM CONTROL PANELFACP FAA G OR GRND GFCI OR GF ISOLATED GROUNDIG SHORT CIRCUIT CURRENTISC LIGHTINGLTG MOUNTEDMTD NATIONAL ELECTRICAL CODENEC PANELPNL RECEPTACLERECPT TELEPHONETELTELEPHONE TTB TELEVISIONTV TVSS TYPICALTYP TRANSFORMERXFMR UNDERGROUNDUG WEATHERPROOFWP NEUTRALN COPPERCU ALUMINUMAL CONDUITCND NIGHT LIGHTNL TELEPHONE TERMINAL BOARD EQUIPMENT AS NOTED ON DRAWING. DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R 18" AFF DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R 18" AFF AC 18" AFF IN CEILINGJ J 42" AFFSSWITCH MOTORM SYMBOLS DESCRIPTION XX-# LEGEND 42" AFFSWITCH - 3 WAY DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R DUPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R IN CEILING 18" AFF TELEPHONE OUTLET 18" AFF TELEPHONE / DATA COMBINATION OUTLET 18" AFF TELEPHONE / DATA COMBINATION OUTLET DATA OUTLET DATA OUTLET 18" AFF D TV OUTLET 18" AFF H SMOKE DETECTOR. CEILING / WALL MOUNTEDD H HEAT DETECTOR. CEILING/WALL MOUNTED 80" AFF 80" AFF 80" AFF FIRE ALARM NOTIFICATION DEVICE. AUDIO. FIRE ALARM NOTIFICATION DEVICE. VISUAL. FIRE ALARM INITIATION DEVICE. PULL STATION.42" AFF 42" AFF 42" AFFSWITCH - WALL MTD, LOW VOLTAGE, PILOT LIGHT SWITCH - CEILING MOUNTED OCCUPANCY SENSOROS IN CEILING 42" AFFSWITCH - WALL MTD, DIMMING TELEPHONE / DATA COMBINATION OUTLET J S3 SOS SLV SD / / / ELECTRICAL GENERAL NOTES GENERAL CONTRACTOR SHALL REFER TO ALL RELATED DOCUMENTS, ARCHITECTURAL, STRUCTURAL, CIVIL AND MEP DRAWINGS, AND FULLY UNDERSTAND THE SCOPE OF WORK AND CONDITION OF CONSTRUCTION. THE WORK UNDER THIS SPECIFICATIONS AND DRAWINGS SHALL INCLUDE ALL LABOR. ALL INSTALLATION OF DEVICES AND CONNECTION OF CONDUCTORS SHALL BE PERFORMED BY LICENSED AND SKILLED ELECTRICIAN OR JOURNEYMAN. ALL WORK SHALL BE COMPLETED TO THE SATISFACTION OF THE OWNER. IF ANY PORTION OF THE WORK IS FOUND UNSATISFACTORY BY THE OWNER, IT SHALL BE REMOVED AND REINSTALLED WITHOUT DELAY AT NO COST TO THE OWNER. THE WORK INCLUDES, BUT NOT LIMITED TO: THE COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. ROUGH-IN AND FINAL CONNECTIONS TO ALL DEVICES REQUIRING ELECTRICAL POWER, INCLUDING OWNER PROVIDED EQUIPMENT. LIGHTING CONTROL LIGHTING FIXTURES EACH CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTIONS REQUIRED BY THE REGULATORY AUTHORITIES. ALL FEES RELATED TO OBTAINING PERMITS AND INSPECTION SHALL BE PAID FOR BY EACH CONTRACTOR IN HIS TRADE. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH LOCAL, COUNTY, STATE, AND NATIONAL ELECTRICAL CODE 2023, SPECIFICATIONS, UTILITY COMPANY REQUIREMENTS AND ALL INDUSTRY STANDARDS. ANY DIFFERENCES IN ABOVE MENTIONED REQUIREMENTS, THE MOST STERN SHALL OVERRULE ALL OTHERS. IN ADDITION TO ABOVE MENTIONED CODES AND SPECIFICATIONS, THE FOLLOWING INDUSTRY STANDARDS SHALL BE COMPLIED IF THEY ARE MORE STRINGENT. IEEE IES IECC 2021 ASHRAE 90.1 NFPA NEMA UL ADA THE MANUFACTURER'S PUBLISHED DIRECTIONS SHALL BE FOLLOWED IN THE DELIVERY, STORAGE, PROTECTION, INSTALLATION AND WIRING OF ALL EQUIPMENT AND MATERIAL. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE VARIOUS LINES, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. THE SYSTEMS SHALL INCLUDE BUT ARE NOT LIMITED TO THE ITEMS SHOWN ON THE DRAWINGS. EXACT LOCATIONS OF THESE ITEMS SHALL BE DETERMINED BY REFERENCE TO THE GENERAL PLANS AND MEASUREMENTS AT THE BUILDING AND IN COOPERATION WITH THE OTHER SUBCONTRACTORS, AND IN ALL CASES, SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO MAKE ANY REASONABLE CHANGE IN THE LOCATION OF ANY PART OF THIS WORK WITHOUT ADDITIONAL COST TO THE OWNER. CONTRACTOR SHALL SEEK APPROVAL FROM THE OWNER FOR ANY CHANGES TO THE SPECIFICATIONS OR CONTRACT DOCUMENTS. ANY EXCEPTIONS, INCONSISTENCIES AND CONFLICTS IN CONTRACT DOCUMENTS, SPECIFICATIONS AND CONTRACT DOCUMENTS BY OTHER TRADE SHALL BE BROUGHT TO ATTENTION TO THE OWNER PRIOR TO BID. CONTRACTOR SHALL COORDINATE AND VERIFY THE WORK WITH EXISTING CONDITIONS AND THE WORK OF OTHER TRADE PRIOR TO ANY FABRICATIONS OR INSTALLATION. IF THE LAYOUT OF THE DEVICES ON DRAWINGS ARE IMPRACTICAL TO THE CONDITION IN FIELD, CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY PRIOR TO ANY FABRICATION OR INSTALLATION. ELECTRICAL DEVICES ARE INDICATED ON DRAWINGS AT APPROXIMATE LOCATIONS. THE OWNER RESERVE THE RIGHT TO MAKE REASONABLE CHANGES IN LOCATIONS WITHOUT ADDITIONAL COSTS. THE LINES INDICATING BRANCH CIRCUITS DO NOT REPRESENT THE ROUTING OF ELECTRICAL CONDUITS. THEY INDICATE THE LAYOUT AND CONTROL OF CIRCUITS. PRODUCTS AND WORK MATERIALS FURNISHED SHALL BE NEW AND BY STANDARD MANUFACTURERS AND MUST CONFORM TO THE NATIONAL BOARD OF FIRE UNDERWRITER'S REQUIREMENTS AND BEAR THE UNDERWRITER'S LABORATORIES' SEAL OF APPROVAL. LISTED MANUFACTURERS, MODELS, OR CATALOGUE NUMBERS IN PART OR ALL SHALL ENTAIL TO INCLUDE THE PUBLISHED MANUFACTURER'S DESCRIPTION AND SPECIFICATION. CONTRACTOR SHALL NOT INTERPRET THAT THE LISTED MANUFACTURERS IN SPECIFICATIONS OR DRAWINGS TO EXCLUDE ALL OTHER MANUFACTURERS. CONTRACTOR SHALL MAKE CERTAIN THAT ALL EQUIPMENT FIT IN THE SPACE DESIGNATED AND DESIGNED FOR THE SURROUNDINGS IT OCCUPIES. COMPLETE CATALOGUE ILLUSTRATION AND DESCRIPTIONS OF ALL EQUIPMENT SHALL BE SUBMITTED TO THE OWNER PRIOR TO ORDERING ANY EQUIPMENT. ALL HORIZONTAL RUNS OF CONDUITS SHALL BE SUPPORTED BY MEANS OF APPROVED HANGER FROM THE STRUCTURAL CEILING. COORDINATE THE WORK UNDER THIS SECTION WITH ALL OTHER TRADES. CONDUITS AND RACEWAYS: MANUFACTURERS: SQUARE D, B-LINE, ALLIED TUBE & CONDUIT, HOFFMAN, CARLON ELECTRICAL, WIREMOLD. OUTDOORS EXPOSED: RIGID STEEL. OUTDOORS CONCEALED ABOVE GROUND: RIGID STEEL. OUTDOORS UNDERGROUND: TYPE EPC-40-PVC OUTDOORS CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND MOTOR DRIVEN EQUIPMENT): LFMC. BOXES AND ENCLOSURES ABOVE GROUND: NEMA 3R UNLESS NOTED OTHERWISE ON PLANS. INDOORS EXPOSED NOT SUBJECT TO PHYSICAL DAMAGE: EMT. INDOORS EXPOSED NOT SUBJECT TO SEVERE PHYSICAL DAMAGE: EMT. INDOORS EXPOSED SUBJECT TO SEVERE PHYSICAL DAMAGE: RIGID STEEL CONDUIT. INDOORS CONCEALED IN CEILINGS AND INTERIOR WALLS AND PARTITIONS: EMT. INDOORS CONNECTION TO VIBRATING EQUIPMENT: FMC, EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. INDOORS DAMP OR WET LOCATIONS: IMC. INDOORS LOW-VOLTAGE CABLES: EMT. CONDUCTORS: COPPER CONDUCTORS #10 AND SMALLER: LABELED PER UL 83, TYPE THHN/THWN, SOLID COPPER 600 VOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. METAL CLAD (TYPE MC) CABLE WHERE INSTALLED IN ACCORDANCE WITH NEC ARTICLE 330. COPPER CONDUCTORS #8 OR LARGER: LABELED PER UL 83, TYPE THHN/THWN, STRANDED COPPER, 600VOLT INSULATION, UNIFORM COLOR CODED JACKET WITH JACKET DATA. ACCEPTABLE MANUFACTURERS OF CONDUCTORS: PIRELLIE SOUTHWIRE AETNA REPUBLIC AFC ENCORE WIRE KERITE CONTRACTOR MAY USE ALUMINUM CONDUCTORS FOR #4 AWG OR LARGER IN THE PLACE OF COPPER CONDUCTORS. CONTRACTOR SHALL REFER TO NEC TABLE 310-16 FOR EQUIVALENT AMPACITY AND SHALL COMPENSATE FOR VOLTAGE DROP. CONTRACTOR SHALL MAKE ADEQUATE ADJUSTMENT TO CONDUIT SIZES INDICATED SHOULD ALTERNATIVE CONDUCTOR INSULATION OR MATERIAL BE UTILIZED. MOLDED CASE CIRCUIT BREAKER: INCLUDE SCHEDULE OF ALL FUSES, RATINGS, TIME COORDINATION DATA, MANUFACTURER'S STANDARD DATA AND TIME-CURRENT CURVES. ALL DATA SHALL BE BASED ON TEST OF STANDARD PRODUCTS. APPROVED MANUFACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARE D SIEMENS THERMAL-MAGNETIC BOLT-IN TYPE CIRCUIT BREAKERS WITH QUICK-MAKE, QUICK-BREAK CONTACTS; TRIP-FREE OPERATION WITH OVER-THE-CENTER TOGGLE HANDLE OR NON-REMOVABLE MONOLITHIC TIE-HANDLE. MULTI-POLE BREAKERS SHALL HAVE INTERNAL COMMON TRIP AND COMMON RESET WITH A SINGLE TOGGLE HANDLE OR NON-REMOVABLE MONOLITHIC TIE-HANDLE. TRIP RATINGS SHALL BE MOLDED ON THE HANDLE OR FACE OF BREAKER. BREAKER TERMINALS SHALL BE RATED TO ACCOMMODATE A MINIMUM OF 75 DEGREE C. CONDUCTORS. BREAKER SHALL BE RATED FOR MOUNTING AND OPERATION IN ANY POSITION; SHALL ACCOMMODATE AND MATCH THE TYPE OF TERMINATIONS REQUIRED. SINGLE POLE BREAKERS RATED 15 AND 20 AMPERES SHALL BE UL LABELED AS "SWITCHING BREAKERS" AT THE APPLIED CIRCUIT VOLTAGE. MULTI-POLE BREAKERS RATED 100 AMPERES AND LARGER SHALL BE MOLDED CASE THERMAL-MAGNETIC BOLT-IN TYPE BREAKER WITH ADJUSTABLE INSTANTANEOUS TRIP. LIGHTING FIXTURE SUBMITTAL: SCHEDULE BY TYPE DESIGNATION ALL LIGHTING FIXTURES, EACH COMPLETE WITH DATA SHEET WITH COMPLETE PHYSICAL, ELECTRICAL AND LIGHTING CHARACTERISTICS, LAMP TYPE AND LAMP DATA. REFER TO THE "LIGHTING FIXTURE SCHEDULE" \IN THE DRAWINGS FOR INDIVIDUAL FIXTURE DESCRIPTIONS AND MANUFACTURER TYPES. PROVIDE LAMPS FOR EACH FIXTURE OF QUANTITY, TYPE AND COLOR AS LISTED IN LIGHTING FIXTURE SCHEDULE. GE, SYLVANIA OR PHILIPS ARE ACCEPTABLE. EACH LIGHTING FIXTURE SHALL BE UL LABELED FOR PROPER OPERATION IN THE TYPE OF CEILING CONSTRUCTION AND FOR THE MOUNTING ARRANGEMENT ON/IN WHICH IT IS INSTALLED. FIELD VERIFY ACTUAL CEILING SLOPE FOR FIXTURES INSTALLED IN SAME AND ACTUAL FIELD DIMENSIONS AND ANGLES OF CONSTRUCTION FOR ANY FIXTURE CONFORMING THE SHAPE AND LENGTH OF SAME, FOR COORDINATION OF FIXTURE CONSTRUCTION. PANELBOARD SUBMITTAL: INCLUDE SCHEDULE OF EACH PANELBOARD WITH ALL DEVICES AND COMPLETE WITH PHYSICAL AND ELECTRICAL DATA AND WITH RATINGS FOR EACH COMPONENT INCLUDING BREAKER/FUSE OVERLAY CURVES. LABELED PER UL #67 AND #50, CONFORM WITH NEMA #250 AND PB1, NFPA #70-384 AND 70-373. ALL JUNCTION BOXES SHALL BE LABELED WITH PANEL AND CIRCUIT DESIGNATION. PROVIDE TYPED CIRCUIT DIRECTORY WITH EACH CIRCUIT SERVING DEVICES AND AREA IT'S SERVING. APPROVED MANUFACTURERS: GENERAL ELECTRIC CUTLER HAMMER SQUARE D SIEMENS LIGHTING CONTROL TIME SWITCHES: SOLID STATE, PROGRAMMABLE, WITH ALPHANUMERIC DISPLAY; COMPLYING WITH UL 917. 20-A BALLAST LOAD, 120/240VAC. TWO ON-OFF SET POINTS ON A 24-HOUR SCHEDULE AND ANNUAL HOLIDAY SCHDULE THAT OVERRIDES THE WEEKLY OPERATION ON HOLIDAYS. ALLOW CONNECTION OF A PHOTOELECTRIC RELAY AS SUBSTITUTE FOR ON-OFF FUNCTION OF A PROGRAM. BATTERY BACKUP FOR NOT LESS THAN SEVEN DAYS RESERVE TO MAINTAIN SCHEDULES AND TIME CLOCK. INDOOR OCCUPANCY SENSORS: WALL OR CEILING MOUNTED SOLID-STATE INDOOR OCCUPANCY SENSORS WITH A SEPARATE POWER PACK. ADJUSTABLE TIME-DELAY OVER A RANGE OF 1 TO 30 MINUTES. SENSOR OUTPUT: CONTACTS RATED TO OPERATE THE CONNECTED RELAY, COMPLYING WITH UL773A. SENSOR IS POWERED FROM POWER PACK. POWER PACK: DRY CONTACTS RATED FOR 20-A BALLAST LOAD AT 120 OR 277 VAC. AUTOMATIC LIGHT-LEVEL SENSOR: ADJUSTABLE FROM 2 TO 200 FC (21.5 TO 2152 LUX); TURN LIGHTS OFF WHEN SELECTED LIGHTING LEVEL IS PRESENT. DUAL SENSOR TYPE: DETECT OCCUPANCY AREA USING PIR (PASSIVE INFRA-RED) AND ULTRASONIC DETECTION METHOD. GROUNDING AND BONDING ALL GROUNDING AND BONDING SHALL CONFORM TO NEC ARTICLE 250. COPPER WIRE OR CABLE INSULATED FOR 600V UNLESS REQUIRED BY APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. INSTALL SOLID CONDUCTOR FOR #8 AWG AND SMALLER AND STRANDED CONDUCTORS FOR #6 OR LARGER. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS FOR ALL EQUIPMENT. THE DESIGN OF THIS SET OF DOCUMENT IS BASED ON NEC 2023. ELECTRICAL CONTRACTOR SHALL REFER TO ALL OTHER DESIGN DRAWINGS PRIOR TO BID AND RETAIN FULL UNDERSTANDING OF THE SCOPE OF WORK. FIXTURE TYPE INDICATED BY UPPER CASE CHARACTERS, SWITCHING AND GROUPING DESIGNATED BY LOWER CASE LETTER AND CIRCUIT BY NUMBER (WHERE APPLICABLE). REFER TO THE ARCHITECTURAL/INTERIORS REFLECTED CEILING PLANS FOR EXACT FIXTURE PLACEMENT AND DIMENSIONS. REFER TO THE ARCHITECTURAL/INTERIORS DOCUMENTS FOR ACTUAL DEVICE LOCATIONS AND DIMENSIONS. COORDINATE THE INSTALLATION OF ALL CEILING MOUNTED DEVICES (FIRE ALARM SYSTEM DEVICES AND SPEAKERS, SOUND SYSTEM SPEAKER, ETC.) TO BE SYMMETRICAL ABOUT LIGHT FIXTURES AND SPRINKLER HEADS. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. TYPICAL. ALL MOUNTING OF EQUIPMENT IS AS SHOWN UNLESS OTHERWISE NOTED. COORDINATE WITH ARCHITECT THE COLOR/FINISHES OF ALL ELECTRICAL DEVICES, OUTLETS, COVERPLATES AND TRIM. EMERGENCY BATTERY PACKS AND EXIT SIGNS SHALL BE CONNECTED AHEAD OF ANY SWITCHING DEVICES. REFER TO MECHANICAL DRAWINGS FOR DUCT SMOKE DETECTOR LOCATIONS AND QUANTITIES OPERATION SHALL INCLUDE DUAL CONTACT BASE WITH LOCAL EQUIPMENT SHUTDOWN AND FIRE ALARM SIGNAL INITIATION. WHEN CONDUCTOR OR CONDUIT SIZE IS INDICATED FOR BRANCH CIRCUIT HOME RUN, THE CONDUCTOR AND CONDUIT SIZE INDICATED SHALL BE USED FOR THE COMPLETE CIRCUIT. REFER TO THE APPROPRIATE DRAWINGS FOR THE EXACT LOCATION AND REQUIREMENTS OF EQUIPMENT INSTALLED UNDER OTHER DIVISIONS OF THE DOCUMENTS, WHICH REQUIRE ELECTRICAL SERVICE. EQUIPMENT GROUNDING CONDUCTORS SHALL BE INSTALLED IN ALL RACEWAYS. WALL SWITCHES CONTROLLING CIRCUITS OF OPPOSITE PHASES SHALL NOT BE INSTALLED IN COMMON BOX UNLESS PERMANENT BARRIER IS PROVIDED. ALL HOME RUNS SHALL RUN PARALLEL TO STRUCTURE AS MUCH AS POSSIBLE WHERE CEILING IS EXPOSED. ALL RACEWAY AND EQUIPMENT SUPPORTS AND HANGERS SHALL BE FULLY COORDINATED WITH STRUCTURAL DRAWINGS TO INSURE LOCATION OF SAME OCCURS WITHIN FOUR (4) INCHES OF PANEL POINT ON BAR JOISTS. COORDINATE LOCATION OF ALL FLOOR MOUNTED MECHANICAL AND PLUMBING EQUIPMENT IN ORDER TO VERIFY POWER & CONTROL RACEWAY CONCEALED IN SLABS TERMINATED AT PROPER LOCATION. DISCONNECT SWITCHES, MOTOR STARTERS AND OTHER ELECTRICAL EQUIPMENT INSTALLED ABOVE ACCESSIBLE CEILINGS, AND REQUIRING ACCESS FOR MAINTENANCE, SHALL BE INSTALLED WITH BOTTOM OF DEVICE ONE (1) FOOT ABOVE CEILING TO PROVIDE READY ACCESSIBILITY. MECHANICAL, PLUMBING, FIRE PROTECTION AND OTHER EQUIPMENT ARE SHOWN ON FLOOR PLAN IN APPROXIMATE LOCATION. COORDINATE WITH M, P, FP AND CONTRACT DRAWINGS/SUBMITTALS FOR EXACT LOCATION OF EQUIPMENT. GENERAL DIAGRAMMATIC RACEWAY INTERCONNECTIONS OF EQUIPMENT, FIXTURES AND DEVICES ARE INDICATED ON FLOOR AND REFLECTED CEILING PLANS, REFER TO STRUCTURAL AND ARCHITECTURAL PLANS FOR ELEVATION CHANGES AND RACEWAY ROUTES. RACEWAY FOR EXTERIOR LIGHTING MAY BE INDICATED OUTSIDE OF BUILDING FOOTPRINT FOR CLARITY. ROUTE ALL EXTERIOR LIGHTING RACEWAY WITHIN BUILDING STRUCTURE. POWER AND COMMUNICATIONS/DATA CONDUITS CAN CROSS AT 90°, BUT WHERE PARALLEL, SHALL BE A MINIMUM OF 8" APART. TELEVISION AND RADIO ANTENNAS CABLES SHALL HAVE SURGE PROTECTION. GROUND ALL MASTS. PROVIDE SURGE PROTECTION FOR ELECTRICAL AND TELEPHONE SERVICES. PROVIDE TVSS FOR FIRE ALARM CONTROL PANEL. FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT ELECTRICAL CHARACTERISTICS WITH DIV.15 CONTRACTOR PRIOR TO ROUGH-IN. ADJUST ELECTRICAL CONNECTIONS IF NECESSARY TO MATCH ACTUAL EQUIPMENT IN FIELD. FOR EXAMPLE, COORDINATE THE NAMEPLATE OVERCURRENT PROTECTION DEVICE RATING OF MECHANICAL EQUIPMENT AMONG MECHANICAL AND ELECTRICAL SUBCONTRACTORS. ADJUST CIRCUIT BREAKER TO MATCH NAMEPLATE RATING OF EQUIPMENT AT NO ADDITIONAL COST. FIELD COORDINATE MECHANICAL AND PLUMBING EQUIPMENT REQUIREMENTS FOR ANY SUPPLEMENTAL POWER REQUIREMENTS, INCLUDING BUT NOT LIMITED TO CONTROL CIRCUITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BRING ALL EQUIPMENT TO ITS INTENDED OPERATIONAL STATUS. REFER TO FIRE PROTECTION DRAWINGS FOR LOCATIONS OF FLOW AND TAMPER SWITCHES. EACH PENETRATION OF A FIRE RESISTANT RATED ASSEMBLY BY A PIPE, TUBE WIRE OR CONDUIT SHALL BE PROTECTED BY A THROUGH PENETRATION FIRE STOP SYSTEM THAT HAS BEEN TESTED ACCORDING TO ASTME 814 OR E199. ELECTRIC RECEPTACLES, SWITCHES, OUTLETS, ETC. SHALL NOT BE INSTALLED BACK TO BACK ON FIRE RESISTANCE RATED WALLS. THEY SHALL BE AT LEAST 24-INCHES APART. LIGHT SWITCHES AND ELECTRICAL OUTLETS, LOCATED IN ROOMS ACCESSIBLE TO THE DISABLED SHALL BE LOCATED NO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FINISHED FLOOR SURFACE. IF THE REACH OR THE CONTROL IS OVER AN OBSTRUCTION, THE MINIMUM HEIGHT SHALL BE REACHED TO 44 INCHES FOR A FORWARD APPROACH OR 46 INCHES FOR A SIDE APPROACH. REFER TO LOW VOLTAGE CONSULTANT'S DRAWINGS FOR VOICE, DATA AND CATV OUTLET LOCATIONS. REFER TO LV CONSULTANT'S DRAWINGS FOR ANY ADDITIONAL INFORMATION. CONNECT ALL EXIT SIGNS TO NEAREST UNSWITCHED PORTION OF THE LIGHTING CIRCUIT IN THE AREA. ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL MAINTAIN THE INTEGRITY OF THE RATED WALL. SUPPORT ALL VERTICAL RACEWAY PER NEC TABLE 300.19(A). MAKE ELECTRICAL CONNECTIONS TO ELECTRIC WATER COOLERS FROM GFCI PROTECTED OUTLET IN WALL BEHIND COOLER HOUSING. THE OUTLET AND CORD SHALL NOT BE VISIBLE FROM PUBLIC VIEW. COORDINATE WITH CUTSHEETS OF ALL EQUIPMENT TO BE INSTALLED AND PROVIDE ADDITIONAL CIRCUITS FOR CONTROLS IF REQUIRED BY MANUFACTURER. FINAL COLOR, FINISH AND OTHER AESTHETIC PORTIONS OF ALL DEVICES SHALL BE COORDINATED WITH ARCHITECT OR OWNER'S REPRESENTATIVE. THIS SET OF DRAWINGS DOES NOT SUPERCEDE ARCHITECTURAL OR INTERIOR DOCUMENTS. ALL EXPOSED HORIZONTAL RUNS OF CONDUITS SHALL BE EITHER PARALLEL OR PERPENDICULAR TO EXTERIOR WALLS.FIRE ALARM ANNUNCIATOR PANEL GROUND FAULT CIRCUIT INTERRUPTER GROUND TRANSIENT VOLTAGE SURGE SUPPRESSOR CABLE TV TERMINAL BACKBOARD 6" ABOVE COUNTER SPACE OR 42" AFF HOME RUN WITH WIRE TICKS. XX - PANEL DESIGNATION, # - CIRCUIT DESIGNATION. WIRE TICKS - (1) NEUTRAL , (3) HOT & (1) GROUND FIRE ALARM NOTIFICATION DEVICE. AUDIO AND VISUAL. ELECTRICAL PANELBOARD. REFER TO PANELBOARD SCHEDULE. FUSED DISCONNECT SWITCH. SUBSCRIPT: AMP / # OF POLES / ENCLOSURE / FUSE DISCONNECT SWITCH. SUBSCRIPT: AMP / # OF POLES / ENCLOSURE TELEPHONE OUTLET. SUBSCRIPT: F - FIREMAN'S PHONE, H - HOUSE PHONE, P - PAY PHONE SWITCH - WALL MTD, INTEGRAL OCCUPANCY SENSOR JUNCTION BOX FLUSH IN FINSHED FLOOR WITH COVER. SIZE PER NEC. JUNCTION BOX FLUSH IN CEILING WITH COVER. SIZE PER NEC. JUNCTION BOX FLUSH IN WALL WITH COVER. SIZE PER NEC. SPECIAL RECEPTACLE, CONFIGURATION AND ELECTRICAL CHARACTERISTIC AS NOTED ON DWG QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R QUADRAPLEX RECEPTACLE, 120V, 20A, NEMA 5-20R 42" AFF OR 6" ABOVE COUNTER TOP 42" AFF OR 6" ABOVE COUNTER TOP FLUSH WITH FINISHED FLOOR FLUSH WITH FINISHED FLOOR 42" AFF OR 6" ABOVE COUNTER TOP FLUSH WITH FINISHED FLOOR 42" AFF OR 6" ABOVE COUNTER TOP 42" AFF OR 6" ABOVE COUNTER TOP AS INDICATED ON DWG AS INDICATED ON DWG SURFACE MOUNTED ON WALL SURFACE MOUNTED ON WALL TYPICAL MOUNTING HEIGHT UNLESS NOTED OTHERWISE PANEL A BUS AMPS: 400 MAIN: MLO DEMAND KVA: 107 AIC RATING: 22,000 (2)2"C, 3#3/0, #3/0N, #3G 208Y/120V 3P 4W ENCLOSURE: NEMA 3R TO UTILITY METAL WATER SERVICE BUILDING STEEL ROD ELECTRODE ENCASED IN BUILDING FOOTING AS PER 250.52(A)(5) SERVICE DISCONNECT EQUIPMENT SERVICE ENTRANCE CONDUIT JUMPER GROUNDING CLAMP MATCH ONE-LINE GROUND ( ) WIRE SIZE 3/4" x 10' GROUND ROD (MIN. 6' APART) GROUNDING AND BONDING DETAIL INTERSYSTEM BONDING TERMINATION #4 CU TO TELEPHONE TERMINAL BOARD TO CATV #6 CU MATCH ONE-LINE GROUND ( ) WIRE SIZE MAIN BONDING JUMPER SIZE ACCORDING TO NEC TABLE 250.102(C)(1) ONE-LINE DIAGRAM DISC. A 208Y/120V 3P 4W FRAME SIZE: 400 A TRIP: 400 A DEMAND: 102 KVA AIC: 22,000 (2)2"C, 3#3/0, #3/0N ENCLOSURE: NEMA 3R M #4G CIRCUIT DESCRIPTION LOAD KVABKR CKT # CKT KVA CIRCUIT DESCRIPTIONBKR# LOADCKTCKT NOTE NEUTRAL BUS AMPS VOLTSPanel AIC MAIN BKR LUGSFED FROM MOUNTING ROOM STANDARD MLO 22,000 400 208Y/120V 3P 4W NEMA 3R SURFACEADISC. A 100% a 2120/1 80/20.8 15.9 b 4320/1 |0.7 c 10.50.7 60/220/15 6 a 8720/1 |0.1 b 10920/1 80/20.1 15.9 c0.1 |20/111 12 a 141320/1 40/20.1 8.2 b 161520/1 |0.2 c 15.70.2 80/220/117 18 a 201920/1 |0.5 b 222120/1 20/10.2 1.5 c 1.50.2 20/120/123 24 a 262550/2 20/16.7 1.5 b 2827 |20/1 0.1 c 5.04.1 40/230/229 30 a 3231 | | b 343350/2 20/16.7 0.0 c 0.020/1 |35 36 a 383725/2 20/15.0 0.0 b 4039 |20/1 0.0 c 0.00.0 20/120/141 42 CONN KVA CONN KVA CALC KVA CALC KVA LIGHTING 2.7 3.4 (125%) LARGEST MOTOR 15.9 4.0 (25%) MOTORS 98.1 98.1 (100%) RECEPTACLES 1.3 1.3 (50%>10) TOTAL LOAD 106.7 BALANCED 3-PHASE LOAD 296.2 A PHASE A 113% PHASE B 94.1% PHASE C 93% LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE RECEPTACLE HP-1 HP-2 HP-3 HP-4 SPACE FCU-1 FCU-2 FCU-3 FCU-4 FCU-5 WH-1 EWH-1 EWH-2 EF-1 HP-5 SPACE SPACE SPACE SPACE SPACE GENERAL SCHEDULE CALLOUT SYMBOL VOLTS KVA BREAKER CIRCUIT WIRE CALLOUT DISCONNECT DESCRIPTION EF-1 120V 1P 2W 0.1 20/1 A-28 1/2"C,1#12,#12N,#12G SWITCHED WITH LIGHTS EWH-1 120V 1P 2W 1.5 20/1 A-24 1/2"C,1#12,#12N,#12G 30A/1P/NEMA 1 EWH-2 120V 1P 2W 1.5 20/1 A-26 1/2"C,1#12,#12N,#12G 30A/1P/NEMA 1 FCU-1 208/120V 2P 3W 15.87 80/2 A-2,4 1-1/4"C,2#2,#2N,#8G 100A/2P/NEMA 1 FCU-2 208/120V 2P 3W 10.48 60/2 A-6,8 3/4"C,2#6,#6N,#10G 60A/2P/NEMA 1 FCU-3 208/120V 2P 3W 15.87 80/2 A-10,12 1-1/4"C,2#2,#2N,#8G 100A/2P/NEMA 1 FCU-4 208/120V 2P 3W 8.24 40/2 A-14,16 3/4"C,2#8,#8N,#10G 60A/2P/NEMA 1 FCU-5 208/120V 2P 3W 15.66 80/2 A-18,20 1-1/4"C,2#2,#2N,#8G 100A/2P/NEMA 1 HP-1 208/120V 2P 3W 6.66 50/2 A-25,27 3/4"C,2#8,#8N,#10G 60A/2P/NEMA 3R HP-2 208/120V 2P 3W 4.06 30/2 A-29,31 1/2"C,2#10,#10N,#10G 30A/2P/NEMA 3R HP-3 208/120V 2P 3W 6.66 50/2 A-33,35 3/4"C,2#8,#8N,#10G 60A/2P/NEMA 3R HP-4 208/120V 2P 3W 4.99 25/2 A-37,39 1/2"C,2#12,#12N,#12G 30A/2P/NEMA 3R HP-5 208/120V 2P 3W 4.99 40/2 A-30,32 1/2"C,2#10,#10N,#10G 60A/2P/NEMA 3R WH-1 120V 1P 2W 1.5 20/1 A-22 1/2"C,1#12,#12N,#12G 30A/1P.NEMA 1 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION MODEL VOLTS SF1 (1) 31W LED 4' LED STRIP METALUX S4NLED-LD5-42SL-SLN- UNV-L940 120V 1P 2W SF2 (1) 31W LED 4' LED STRIP WITH OCCUPANCY SENSOR, AUTOMATIC SHUTOFF AFTER 30 MINUTES OF PERSON LEAVING SPACE METALUX S4NLED-LD5-42SL-SLN- UNV-WLS4-L940 120V 1P 2W W1 (1) 18W LED LED WALL PACK COOPER LIGHTING LUMARK - XTOR2B-W 120V 1P 2W X (1) 5W LED THERMOPLASTIC EXIT SIGN WITH BACKUP BATTERY LITHONIA LQM-S-W-3-R-120/277- EL-N 120V 1P 2W XC (2) 1.5W LED COMBINATION EXIT/EMERGENCY LIGHTING UNIT LITHONIA LHQM-LED-R-HO 120V 1P 2W XR (1) INCLUDED REMOTE LAMP HEAD LITHONIA ELA-QWP-L0309-SD 120V 1P 2W FR E E U P S T O R A G E 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 SHEET NUMBER: SHEET NAME: FOR CONSTRUCTION DRAWN BY: CHECKED BY: DATE DESCRIPTION 09-19-22 ISSUE / REVISIONS: PERMIT SET 5335 W 48th Ave Suite 103 Denver, CO 80212 720.779.3556 PROJECT # 322093 RD BABA E-0.2 SCHEDULES AND ONE-LINE DIAGRAM DSC K-1 1 5 2 W1 W1 W1 W1 W1 A-9 #10 DSC J-1 4 W1 W1 W1 W1 W1 W1 1 2 A-11 #10 DSC I-1 3 W1 W1 W1 W1 1 2 A-13 #10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES. PROVIDE UNSWITCHED HOT LEG OF CIRCUIT TO EMERGENCY LIGHTING AND EXIT SIGNS. ALL EXTERIOR FIXTURES SHALL BE CONNECTED TO LIGHTING CONTROL PANEL AND SHALL BE TIME CLOCK CONTROLLED. COORDINATE ALL PROGRAMMING OF LIGHTING CONTROL SYSTEMS WITH OWNER PRIOR TO DEVELOPMENT OF CLOSE-OUT DOCUMENTS. AUTOMATIC CONTROLS TO SHUT OFF ALL BUILDING LIGHTING INSTALLED IN ALL BUILDINGS. FIELD COORDINATE EXACT REQUIREMENT WITH OWNER'S REPRESENTATIVE FOR THE SHUTOFF OPERATION. TIMECLOCK OR VACANCY SENSORS. GENERAL NOTES FEEDER SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC ARTICLE 250.32. NEUTRAL CONDUCTOR SHALL NOT BE CONNECTED TO EQUIPMENT GROUNDING CONDUCTOR OR TO THE GROUNDING ELECTRODE AT THIS LOCATION. BRANCH CIRCUIT A-15 FROM ELECTRICAL PANEL A IN BUILDING L TO GO THROUGH DISCONNECT I-1 BEFORE IT HITS BUILDING I. BRANCH CIRCUIT A-17 FROM ELECTRICAL PANEL A IN BUILDING L TO GO THROUGH DISCONNECT J-1 BEFORE IT HITS BUILDING J. BRANCH CIRCUIT A-13 FROM ELECTRICAL PANEL A IN BUILDING L TO GO THROUGH DISCONNECT K-1 BEFORE IT HITS BUILDING K. KEYNOTES 1 2 3 4 5 FR E E U P S T O R A G E 35 7 8 S . 1 6 T H S T . , S I L T , C O 8 1 6 5 2 SHEET NUMBER: SHEET NAME: FOR CONSTRUCTION DRAWN BY: CHECKED BY: DATE DESCRIPTION 09-19-22 ISSUE / REVISIONS: PERMIT SET 5335 W 48th Ave Suite 103 Denver, CO 80212 720.779.3556 PROJECT # 322093 RD BABA E-1.03 1 E-1.03 BLDG. K FLOOR PLAN 1/8" = 1'-0" BLDGS. I-K FLOOR PLANS - ELECTRICAL 1 E-1.03 BLDG. J FLOOR PLAN 1/8" = 1'-0" 1 E-1.03 BLDG. I FLOOR PLAN 1/8" = 1'-0"