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HomeMy WebLinkAboutSHED_Plans_Ocala Utility 2020[1] Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc.,  Professional Service Industries, Inc. (“INTERTEK‐PSI”), Architectural Testing Inc. (“INTERTEK‐ATI”), and MT Group Inc. (“INTERTEK‐MT”). www.intertek.com/building  Intertek‐PSI  1748 33rd Street  Orlando, FL 32839  Tel  +1 407 304 5560  Fax +1 407 304 5561  intertek.com/building  December 17, 2020  Mr. Thomas Campbell  Florida Department of Business and Professional Regulation  Codes & Standards Office  2601 Blair Stone Road, Building C  Tallahassee, FL 32399‐0772  RE: Manufacturer:  Premier of Ocala (MAF11082)  Agency Plan Number: Utility‐20  Dear Mr. Campbell,  Professional Service Industries Inc., an Intertek company (“Intertek‐PSI”), part of Intertek1 Building Science  Solutions, in pursuant to the requirements of the Florida Department of Business and Professional  Regulations, the above referenced documents have been reviewed for compliance with:  2020 Florida Building Code, 7th Edition  2017 National Electrical Code (NFPA‐70)  This approval covers the factory build structure only. Any alterations to the factory‐built structure, on  site, voids the approval. This plan is subject to the following:  This plan is Not Approved for High Velocity Hurricane Zone (i.e. Broward and Miami/Dade Counties) Signed and sealed plans are on file with Intertek‐PSI Chapter 633 Plan Review and Inspection shall be conducted by the local fire and safety inspector Items installed on‐site are subject to review and approval by the local authority having jurisdiction. This review includes products for compliance with 553.8425 or FAC Chapter 61G20‐3 If you have any questions or require my assistance in any way, please do not hesitate to contact me.  Respectfully submitted,  Andrea Gagliardo Richard Olds, SMP‐45  Department Manager Plans Examiner  Building Science Solutions Building Science Solutions  CC: Kenny Johnson – Premier of Miami – kenny@premierbuildings.us  C-1STATE OF FLORIDAMP) WINDS8/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP C-28/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP A-18/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP A-28/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP A-38/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP A-48/16/20 8/17/20 8/18/20 8/19/20 8/20/20 8/21/20 8/22/208/23/20 8/24/20 8/25/20 8/26/20 8/27/20 8/28/20 8/29/208/30/20 8/31/20 9/1/20 9/2/20 9/3/20 9/4/20 9/5/209/6/20 9/7/20 9/8/20 9/9/20 9/10/20 9/11/20 9/12/209/13/20 9/14/20 9/15/20 9/16/20 9/17/20 9/18/20 9/19/209/20/20 9/21/20 9/22/20 9/23/20 9/24/20 9/25/20 9/26/209/27/20 9/28/20 9/29/20 9/30/20 10/1/20 10/2/20 10/3/2010/4/20 10/5/20 10/6/20 10/7/20 10/8/20 10/9/20 10/10/2010/11/20 10/12/20 10/13/20 10/14/20 10/15/20 10/16/20 10/17/2010/18/20 10/19/20 10/20/20 10/21/20 10/22/20 10/23/20 10/24/2010/25/20 10/26/20 10/27/20 10/28/20 10/29/20 10/30/20 10/31/2011/1/20 11/2/20 11/3/20 11/4/20 11/5/20 11/6/20 11/7/2011/8/20 11/9/20 11/10/20 11/11/20 11/12/20 11/13/20 11/14/2011/15/20 11/16/20 11/17/20 11/18/20 11/19/20 11/20/20 11/21/2011/22/20 11/23/20 11/24/20 11/25/20 11/26/20 11/27/20 11/28/2011/29/20 11/30/20 12/1/20 12/2/20 12/3/20 12/4/20 12/5/2012/6/20 12/7/20 12/8/20 12/9/20 12/10/20 12/11/20 12/12/2012/13/20 12/14/20 12/15/20 12/16/20 12/17/2012/18/200 12/19/20Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VBOccupancy: UtilityAllowed Floors: 1Fire Rating Ext. Walls: 0Wind Velocity: 170 (Vult)Plan #: Utility - 20Floor Live Load: 125psfApproval Date: 01/11/2021Richard Olds, SMP 0 PREMIER PORTABLE BUILDINGS MASTER CALCULATIONS - 170 MPH EXPOSURE C 16’ Max. Width x 60’ Max. Length 2020 Florida Building Code DESCRIPTION SHEET # DESIGN LOADS ............................................................................................. 1 “A” DIMENSION .............................................................................................. 2 C & C .............................................................................................................. 3-10 MWFRS .......................................................................................................... 11 COMP STUD………………………………………………………………………….12-15 T1-11 SHEAR WALLS .................................................................................... 16 LP SHEAR WALLS ......................................................................................... 17 SHEAR STRAPPING ...................................................................................... 18 SIDEWALL STUD……………………………………………………………………19 PRESCRIPTIVE SHEATHING REQUIREMENTS……………………………….20-21 PE SEALS COVER PAGE PLUS 21 PAGES. 12/20/20 12/21/20 12/22/20 12/23/20 12/24/20 12/25/20 12/26/20 12/27/20 12/28/20 12/29/20 12/30/20 12/31/20 1/1/21 1/2/21 1/3/21 1/4/21 1/5/211 1/6/21 1/7/21 1/8/21 1/9/21 1/10/21 1/11/21 1/12/21 1/13/21 1/14/21 1/15/21 1/16/21 1/17/21 1/18/21 1/19/21 1/20/21 1/21/21 1/22/21 1/23/21 1/24/21 1/25/21 1/26/21 1/27/21 1/28/21 1/29/21 1/30/21 1/31/21 2/1/21 2/2/21 2/3/21 2/4/21 2/5/21 2/6/21 2/7/21 2/8/21 2/9/21 2/10/21 2/11/21 2/12/21 2/13/21 2/14/21 2/15/21 2/16/21 2/17/21 2/18/21 2/19/21 2/20/21 2/21/21 2/22/21 2/23/21 2/24/21 2/25/21 2/26/21 2/27/21 2/28/21 3/1/21 3/2/21 3/3/21 3/4/21 3/5/21 3/6/21 3/7/21 3/8/21 3/9/21 3/10/21 3/11/21 3/12/21 3/13/21 3/14/21 3/15/21 3/16/21 3/17/21 3/18/21 3/19/21 3/20/21 3/21/21 3/22/21 3/23/21 3/24/21 3/25/21 3/26/21 3/27/21 3/28/21 3/29/21 3/30/21 3/31/21 4/1/21 4/2/21 4/3/21 4/4/21 4/5/21 4/6/21 4/7/21 4/8/21 4/9/21 4/10/21 4/11/21 4/12/21 4/13/21 4/14/21 4/15/21 4/16/21 4/17/21 4/18/21 4/19/21 4/20/21 4/21/21 4/22/21 4/23/21 4/24/21 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 1 DESIGN LOADS FLOOR: 50 P.S.F. 4 P.S.F. LIVE LOAD DEAD LOAD ROOF: 20 P.S.F. 7 P.S.F. LIVE LOAD DEAD LOAD WALL: 3 P.S.F. DEAD LOAD LOFT: 40 LIVE LOAD 4 DEAD LOAD WIND: 170 M.P.H. EXPOSURE C CATEGORY I FACTORS: 0.9 D.L. PERMANENT 1.15 REPETITIVE 1.25 L.L. ROOF @ 7 DAYS 1.6 WIND & SEISMIC 1 DAY FLOOR SIZES 8.00 FEET = 96 IN WIDE 10.00 FEET = 120 IN WIDE 11.25 FEET = 135 IN WIDE 12.00 FEET = 144 IN WIDE 14.00 FEET = 168 IN WIDE 16.00 FEET = 192 IN WIDE WALL HEIGHT: WALL O.C. 6.50 FEET 24 IN OR 16 IN ROOF O.C. 24 IN OR FLOOR O.C. 16 IN OR ROOF TYPE: GABLE ROOFS 7° < ࣄ ”ƒ Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 2 SUBJECT MATTER: COMPUTES DIMENSION "a" FROM A.S.C.E.7-16 FOR BOTH WALLS and ROOF PITCH w 16.00 BUILDING WIDTH L 40.00 BUILDING LENGTH H 6.50 WALL HEIGHT ROOF 4.50 RISE PITCH 12 RUN ੓ 20.5560 ANGLE OF PLANE OF ROOF h 9.50 EAVE HEIGHT/MEAN ROOF HEIGHT a= 1.60 10% OF LEAST HORIZONTAL DIMENSION a= 3.80 0.4h a= 1.60 SMALLER OF ABOVE 2 BUT NOT LESS THAN EITHER OF THE 2 CALCULATIONS BELOW a= 0.64 4% OF THE LEAST HORIZONTAL DIMENSION a= 3.00 FEET Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 3 SUBJECT MATTER: COMPUTES A.S.C.E.7-16 WIND LOADS ON BOTH WALLS and GABLE ROOFS 7° < ࣄ ” 20° WIND LOAD: 170 M.P.H. For 3 Second Gust CATEGORY: I TABLE 1.5-1 PAGE 4 EXPOSURE: C 26.7.3 OVERHANG: NO ENCLOSURE CLASSIFICATION: ENCLOSED HEIGHT ABOVE GROUND 9.50 ========================================================================================= q = Velocity pressure evaluated at height "Z" above ground in lbs/ft2 = 0.00256 V = Velocity in miles per hour squared Kz = Velocity pressure exposure coefficient at height "z" above ground Kzt = Topographic factor Kd = Wind directionality factor LF = Load Factor q = .00256 (Kz)(Kzt)(Kd)( V^2) Kz = 0.85 TABLE 26.10-1 Kzt = 1.00 26.8.2 Kd = 0.85 TABLE 26.6-1 q = 47.35 V = 170.00 WALLS GCp AREA = 24 INCHES O.C. SPAN IN FEET = 6.50 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 13.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 14.08 Sq. FEET LARGER AREA CONTROLS EFFECTIVE WIND AREA = "A" = 14.08 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 4 AREA MULTIPLYING COEFFICIENTS For Walls of Components & Cladding Figure 30.3-1 Page 335 GCp Minus Zone # 5 = -1.35 GCp Minus Zone # 4 = -1.07 Plus Zones # 4 & # 5 = 0.97 GCpi Plus 0.18 GCpi Minus -0.18 Pw = PRESSURE IN LBS/SQ.FT. Zones # 4 & # 5 Wall Pw = q[(GCp)-(GCpi)] -72.3 p.s.f. ZONE # 5 for WALLS -55.3 p.s.f. ZONE # 5 for WALLS -59.4 p.s.f. ZONE # 4 for WALLS -42.3 p.s.f. ZONE # 4 for WALLS 37.6 p.s.f. ZONES # 4 & # 5 for WALLS 54.6 p.s.f. ZONES # 4 & # 5 for WALLS Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 5 8 WIDE BUILDING ROOF GCg AREA 24 INCES O.C SPAN IN FEET = 4.00 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 8.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 5.33 Sq. FEET LARGE R AREA CONTROLS EFFECTIVE WIND AREA = 8.00 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -2.00 GCp Minus Zone # 2e = -2.00 GCp Minus Zone # 2n = -3.00 GCp Minus Zone # 2r = -3.00 GCp Minus Zone # 3e = -3.00 GCp Minus Zone # 3r = -3.60 GCp Plus Zones ALL = 0.98 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -103.2 p.s.f.ZONE # 1 ROOF -86.2 p.s.f.ZONE # 1 ROOF -103.2 p.s.f.ZONE # 2e ROOF -86.2 p.s.f.ZONE # 2e ROOF -150.6 p.s.f.ZONE # 2n ROOF -133.5 p.s.f.ZONE # 2n ROOF -150.6 p.s.f.ZONE # 2r ROOF -133.5 p.s.f.ZONE # 2r ROOF -150.6 p.s.f.ZONE # 3e ROOF -133.5 p.s.f.ZONE # 3e ROOF -179.0 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D -161.9 p.s.f.ZONE # 3r ROOF 38.0 p.s.f.ZONE # 1 # 2 # 3 ROOF 55.1 p.s.f. ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 6 10 WIDE BUILDING ROOF GCg AREA 24 INCES O.C SPAN IN FEET = 5.00 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 10.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 8.33 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 10.00 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -2.00 GCp Minus Zone # 2e = -2.00 GCp Minus Zone # 2n = -3.00 GCp Minus Zone # 2r = -3.00 GCp Minus Zone # 3e = -3.00 GCp Minus Zone # 3r = -3.60 GCp Plus Zones ALL = 1.01 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -103.2 p.s.f.ZONE # 1 ROOF -86.2 p.s.f.ZONE # 1 ROOF -103.2 p.s.f.ZONE # 2e ROOF -86.2 p.s.f.ZONE # 2e ROOF -150.6 p.s.f.ZONE # 2n ROOF -133.5 p.s.f.ZONE # 2n ROOF -150.6 p.s.f.ZONE # 2r ROOF -133.5 p.s.f.ZONE # 2r ROOF -150.6 p.s.f.ZONE # 3e ROOF -133.5 p.s.f.ZONE # 3e ROOF -179.0 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D -161.9 p.s.f.ZONE # 3r ROOF 39.1 p.s.f.ZONE # 1 # 2 # 3 ROOF 56.2 p.s.f. ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 7 11.25 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 5.63 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 11.25 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 10.55 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 11.25 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -2.00 GCp Minus Zone # 2e = -2.00 GCp Minus Zone # 2n = -3.00 GCp Minus Zone # 2r = -3.00 GCp Minus Zone # 3e = -3.00 GCp Minus Zone # 3r = -3.51 GCp Plus Zones ALL = 1.02 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -103.2 p.s.f.ZONE # 1 ROOF -86.2 p.s.f.ZONE # 1 ROOF -103.2 p.s.f.ZONE # 2e ROOF -86.2 p.s.f.ZONE # 2e ROOF -150.6 p.s.f.ZONE # 2n ROOF -133.5 p.s.f.ZONE # 2n ROOF -150.6 p.s.f.ZONE # 2r ROOF -133.5 p.s.f.ZONE # 2r ROOF -150.6 p.s.f.ZONE # 3e ROOF -133.5 p.s.f.ZONE # 3e ROOF -174.6 p.s.f.ZONE # 3r ROOF -157.6 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D 39.7 p.s.f.ZONE # 1 # 2 # 3 ROOF 56.7 p.s.f.ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 8 12 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 6.00 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 12.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 12.00 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 12.00 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -2.00 GCp Minus Zone # 2e = -2.00 GCp Minus Zone # 2n = -3.00 GCp Minus Zone # 2r = -3.00 GCp Minus Zone # 3e = -3.00 GCp Minus Zone # 3r = -3.46 GCp Plus Zones ALL = 1.02 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -103.2 p.s.f.ZONE # 1 ROOF -86.2 p.s.f.ZONE # 1 ROOF -103.2 p.s.f.ZONE # 2e ROOF -86.2 p.s.f.ZONE # 2e ROOF -150.6 p.s.f.ZONE # 2n ROOF -133.5 p.s.f.ZONE # 2n ROOF -150.6 p.s.f.ZONE # 2r ROOF -133.5 p.s.f.ZONE # 2r ROOF -150.6 p.s.f.ZONE # 3e ROOF -133.5 p.s.f.ZONE # 3e ROOF -172.2 p.s.f.ZONE # 3r ROOF -155.2 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D 40.0 p.s.f.ZONE # 1 # 2 # 3 ROOF 57.1 p.s.f.ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 9 14 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 7.00 EFFECTIVE WIND AREA = THE LARGER OF EQUATION # 1 SPAN TIMES O.C. SPACING 14.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 16.33 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 16.33 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -1.94 GCp Minus Zone # 2e = -1.94 GCp Minus Zone # 2n = -2.53 GCp Minus Zone # 2r = -2.53 GCp Minus Zone # 3e = -2.53 GCp Minus Zone # 3r = -3.01 GCp Plus Zones ALL = 1.08 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -100.4 p.s.f.ZONE # 1 ROOF -83.3 p.s.f.ZONE # 1 ROOF -100.4 p.s.f.ZONE # 2e ROOF -83.3 p.s.f.ZONE # 2e ROOF -128.3 p.s.f.ZONE # 2n ROOF -111.2 p.s.f.ZONE # 2n ROOF -128.3 p.s.f.ZONE # 2r ROOF -111.2 p.s.f.ZONE # 2r ROOF -128.3 p.s.f.ZONE # 3e ROOF -111.2 p.s.f.ZONE # 3e ROOF -150.9 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D -133.9 p.s.f.ZONE # 3r ROOF 42.8 p.s.f.ZONE # 1 # 2 # 3 ROOF 59.8 p.s.f. ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 10 16 WIDE BUILDING ROOF GCg AREA 24 INCHES OC SPAN IN FEET = 8.00 EQUATION # 1 SPAN TIMES O.C. SPACING 16.00 Sq. FEET EQUATION # 2 SPAN TIMES SPAN/3 21.33 Sq. FEET LARGER AREA CONTROLS AREA MULTIPLYING COEFFICIENTS EFFECTIVE WIND AREA = 21.33 AREA MULTIPLYING COEFFICIENTS For Roof of Components & Cladding Refer to Fig 30.3-2A-D pages 336-339 GCp Minus Zone # 1 = -1.94 GCp Minus Zone # 2e = -1.94 GCp Minus Zone # 2n = -2.53 GCp Minus Zone # 2r = -2.53 GCp Minus Zone # 3e = -2.53 GCp Minus Zone # 3r = -3.01 GCp Plus Zones ALL = 1.08 Fig.30.3-2A GCpi Plus 0.18 GCpi Minus -0.18 Pr = Pressure In Lbs/Sq.Ft. Roof -100.4 p.s.f.ZONE # 1 ROOF -83.3 p.s.f.ZONE # 1 ROOF -100.4 p.s.f.ZONE # 2e ROOF -83.3 p.s.f.ZONE # 2e ROOF -128.3 p.s.f.ZONE # 2n ROOF -111.2 p.s.f.ZONE # 2n ROOF -128.3 p.s.f.ZONE # 2r ROOF -111.2 p.s.f.ZONE # 2r ROOF -128.3 p.s.f.ZONE # 3e ROOF -111.2 p.s.f.ZONE # 3e ROOF -150.9 p.s.f.ZONE # 3r ROOF Fig.30.3-2B-D -133.9 p.s.f.ZONE # 3r ROOF 42.8 p.s.f.ZONE # 1 # 2 # 3 ROOF 59.8 p.s.f. ZONE # 1 # 2 # 3 ROOF Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 11 SUBJECT MATTER: COMPUTES A.S.C.E.7-16 WIND LOADS ON BOTH WALLS and ROOF FOR METHOD 2 MWFRS WIND LOAD: 170 M.P.H. For 3 Second Gust CATEGORY: I TABLE 1.5-1 PAGE 4 EXPOSURE: C 26.7.3 OVERHANG: NO ENCLOSURE CLASSIFICATIO N: ENCLOSED HEIGHT ABOVE GROUND 9.50 ps  Ȝ .ZT)(I )(PS30) Ȝ = Adjustment factor for building height and exposure from FIG. 28.5-1 Kzt = Topographic factor I = Importance factor PS30 = Simplified design wind pressure for exposure B, at h = 30 ft, and for I = 1.0, from Fig. 28.5-1 Ȝ 1.21 HEIGHTANDEXPOSUREADJUSTMENTFACTOR Kzt = 1.00 26.8.2 LF = 0.60 LOAD FACTOR (2.4.1) Ԧ = 20.56 ROOF SLOPE COMPUTED PRESSURES BUILDING SURFACE LOAD CASE 1 LOAD CASE2 A 40.5 NA B -8.9 NA C 27.2 NA D -4.6 NA E -33.5 0.00 F -24.5 0.00 G -23.3 0.00 H -18.7 0.00 EOH -47.6 NA GOH -37.6 NA ASASASASASAASASSASSSASASSSASSASASASASASASASASSASSSSSASSSAASAAASAASAAASAASASASASASAAAAASAAAAASAAAAAASASAAAASASAASAASASAAAAASASAAAAASAAASASSAAAAASASSSAASAAAASSSASAASASSSAAAASSAASSSSSSASSSSSE2E2E2E2E2E2E2E2E2E2EE2E2E2E2E2E2EE2EEEEEEE2E2EEEEE2E2E2E2EEEEE2EE2EEEEEEE2EE2E2EE2E2EEEE2EEE2E2EE2E2EEEE2EEEEEEE2E22EEEEEEE222222 0 0 0 0 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 12 SUBJECT MATTER: COMPOSITE WALL SECTION ANALYSIS USE: 43.40 (psf) LIVE LOAD AND 3.00 (psf) DEAD LOAD STUD SPACING 24.00 INCHES O.C. ====================================================================== ================ LOAD CONDITIONS w:7.7326 LL+DL (pli) 6.250 WALL HEIGHT w':7.2326 LL ONLY (pli) L:72.000 INCHES TOTAL STUD LENGTH E:1400000 MODULUS OF ELASTICITY DF: 1.60 LOAD DURATION FACTOR W:556.74 TOTAL EQUIV. UNIFORM LL + DL (lbs) W':520.74 TOTAL EQUIV. UNIFORM LL ONLY (lbs) PLYWOOD DATA ====================================================================== ================ GRADE: APA RATED SHEATHING EXT FINISH: UNSANDED PANEL STRESS DIRECTION: PERPENDICULAR SPECIES GROUP: 1 NOMINAL THICKNESS: 0.37500 AREA (TABLE 1 or 2 OF PDS)0.79900 EFFECTIVE THICKNESS:0.27800 EFFECTIVE PLYWOOD WIDTH: 25.71429 N=Ep/Ew * OC MOMENT OF INERTIA:0.00200 E x 1,000,000:1.50000 JOIST DATA ====================================================================== ================ SPECIES: GRADE: WIDTH: SPF #2 1.50 DEPTH: 3.50 A=(bd)=5.250 Fb: 1006 S=(bd^2)/6=3.063 E x 1,000,000: 1.40 I=(bd^3)/12=5.359 Fv: 135.00 V=(W*L)/2 278.372 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 13 PART A d Ad y Ay^2 Io-o PLYWOOD 1.7121 3.6875 6.3135 1.4610 3.6547 0.0020 JOIST 5.2500 1.7500 9.1875 0.4765 1.1919 5.3594 TOTALS 6.9621 15.5010 4.8466 5.3614 10.2080 NEUTRAL AXIS= (Ad)/A= 2.2265 Ixx= Ay^2+Io-o= 10.2080 Sxx= Ixx/NA= 4.5848 R1 278.37 REACTION (pounds) R2 278.37 REACTION (pounds) Mmax 5010.70 MOMENT(max) SECTION, REQUIRED: = Mmax/(Fb*DF)= 3.112 < 4.585 OK DEFLECTION, POINT: (Dp) 5 w L^4/384 E I = 0.08 INCH OK ALLOWABLE = L/120 0.60 INCH SHEAR: fv = (3*V)/(2*A*B) 79.53 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 14 SUBJECT MATTER: COMPOSITE WALL SECTION ANALYSIS USE: 43.40 (psf) LIVE LOAD AND 3.00 (psf) DEAD LOAD STUD SPACING 16.00 INCHES O.C. ========================================================================= ============= LOAD CONDITIONS w:5.1550 LL+DL (pli) 6.250 WALL HEIGHT w':4.8217 LL ONLY (pli) L:72.000 INCHES TOTAL STUD LENGTH E:1400000 MODULUS OF ELASTICITY DF: 1.60 LOAD DURATION FACTOR W:371.16 TOTAL EQUIV. UNIFORM LL + DL (lbs) W':347.16 TOTAL EQUIV. UNIFORM LL ONLY (lbs) PLYWOOD DATA ========================================================================= ============= GRADE: APA RATED SHEATHING EXT FINISH: UNSANDED PANEL STRESS DIRECTION: PERPENDICULAR SPECIES GROUP: 1 NOMINAL THICKNESS: 0.37500 AREA (TABLE 1 or 2 OF PDS)0.79900 EFFECTIVE THICKNESS:0.27800 EFFECTIVE PLYWOOD WIDTH: 17.14286 N=Ep/Ew * OC MOMENT OF INERTIA:0.00200 E x 1,000,000:1.50000 JOIST DATA ========================================================================= ============= SPECIES: GRADE: WIDTH: SPF #2 1.50 DEPTH: 3.50 A=(bd)=5.250 Fb: 1006 S=(bd^2)/6=3.063 E x 1,000,000: 1.40 I=(bd^3)/12=5.359 Fv: 135.00 V=(W*L)/2 185.582 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 15 PART A d Ad y Ay^2 Io-o PLYWOOD 1.1414 3.6875 4.2090 1.5915 2.8910 0.0020 JOIST 5.2500 1.7500 9.1875 0.3460 0.6286 5.3594 TOTALS 6.3914 13.3965 3.5196 5.3614 8.8810 NEUTRAL AXIS= (Ad)/A= 2.0960 Ixx= Ay^2+Io-o= 8.8810 Sxx= Ixx/NA= 4.2371 R1 185.58 REACTION (pounds) R2 185.58 REACTION (pounds) Mmax 3340.47 MOMENT(max) SECTION, REQUIRED: = Mmax/(Fb*DF)= 2.075 < 4.237 OK DEFLECTION, POINT: (Dp) 5 w L^4/384 E I = 0.06 INCH OK ALLOWABLE = L/120 0.60 INCH SHEAR: fv = (3*V)/(2*A*B) 53.02 P.S.I. OK ALLOWABLE Fv = 216.00 P.S.I. Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 16 SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 5/8 T1-11 FASTENED WITH 8D COMMON NAILS AT 6" IN FIELD AND 3" AT EDGES BUILDING HEIGHT 6.5 FEET W: MWFRS ZONE "A" 40.5 POUNDS PER SQ. FOOT PLY VALUE SHEAR 740.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED (h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 3 /1 AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS 0 ' OPENING 8 10 11.25 12 LESS 3 ' OPENING 5 7 8.25 9 LESS 6 ' OPENING 2 4 5.25 6 LESS 9 ' OPENING N/A N/A 2.25 3 MAX. LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO BUILDING WIDTHS 8.00 10.00 11.25 12.00 0.00 ASPECT RATIO = WIDTH x ASPECT RATIO 24 30 33.75 36 0 PLYWOOD PLACED ON EXTERIOR OF BUILDING 8.00 ' BUILDING 0 ' OPENING (PLY SHEAR VALUE) * (AVAILABLE ENDWALL) 5920 MAX. LENGTH OF BUILDING ALLOWED BY SHEAR WALL 89.90 FEET MAX BUILDING LENGTH 24.00 FEET 8.00 ' BUILDING 3 ' OPENING 3700 56.19 FEET 24.00 FEET 8.00 ' BUILDING 6 ' OPENING 1480 22.48 FEET 22.48 FEET 8.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 10.00 ' BUILDING 0 ' OPENING 7400 112.38 FEET 30.00 FEET 10.00 ' BUILDING 3 ' OPENING 5180 78.66 FEET 30.00 FEET 10.00 ' BUILDING 6 ' OPENING 2960 44.95 FEET 30.00 FEET 10.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 11.25 ' BUILDING 0 ' OPENING 8325 126.43 FEET 33.75 FEET 11.25 ' BUILDING 3 ' OPENING 6105 92.71 FEET 33.75 FEET 11.25 ' BUILDING 6 ' OPENING 3885 59.00 FEET 33.75 FEET 11.25 ' BUILDING 9 ' OPENING 1665 25.29 FEET 25.29 FEET 12.00 ' BUILDING 0 ' OPENING 8880 134.85 FEET 36.00 FEET 12.00 ' BUILDING 3 ' OPENING 6660 101.14 FEET 36.00 FEET 12.00 ' BUILDING 6 ' OPENING 4440 67.43 FEET 36.00 FEET 12.00 ' BUILDING 9 ' OPENING 2220 33.71 FEET 33.71 FEET Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 17 SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 3/8 LP SMARTSIDE FASTENED WITH 8D COMMON NAILS AT 6" IN FIELD AND 3" AT BUILDING HEIGHT 6.5 FEET W: MWFRS ZONE "A" 40.5 POUNDS PER SQ. FOOT PLY VALUE SHEAR 336.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED (h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 3 /1 AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS 0 ' OPENING 8 10 11.25 12 LESS 3 ' OPENING 5 7 8.25 9 LESS 6 ' OPENING 2 4 5.25 6 LESS 9 ' OPENING N/A N/A 2.25 3 MAX. LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO BUILDING WIDTHS 8.00 10.00 11.25 12.00 ASPECT RATIO = WIDTH x ASPECT RATIO 24 30 33.75 36 PLYWOOD PLACED ON EXTERIOR OF BUILDING 8.00 ' BUILDING 0 ' OPENING (PLY SHEAR VALUE) * (AVAILABLE ENDWALL) 2688 MAX. LENGTH OF BUILDING ALLOWED BY SHEAR WALL 40.82 FEET MAX BUILDING LENGTH 24.00 FEET 8.00 ' BUILDING 3 ' OPENING 1680 25.51 FEET 24.00 FEET 8.00 ' BUILDING 6 ' OPENING 672 10.21 FEET 10.21 FEET 8.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 10.00 ' BUILDING 0 ' OPENING 3360 51.03 FEET 30.00 FEET 10.00 ' BUILDING 3 ' OPENING 2352 35.72 FEET 30.00 FEET 10.00 ' BUILDING 6 ' OPENING 1344 20.41 FEET 20.41 FEET 10.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 11.25 ' BUILDING 0 ' OPENING 3780 57.40 FEET 33.75 FEET 11.25 ' BUILDING 3 ' OPENING 2772 42.10 FEET 33.75 FEET 11.25 ' BUILDING 6 ' OPENING 1764 26.79 FEET 26.79 FEET 11.25 ' BUILDING 9 ' OPENING 756 11.48 FEET 11.48 FEET 12.00 ' BUILDING 0 ' OPENING 4032 61.23 FEET 36.00 FEET 12.00 ' BUILDING 3 ' OPENING 3024 45.92 FEET 36.00 FEET 12.00 ' BUILDING 6 ' OPENING 2016 30.62 FEET 30.62 FEET 12.00 ' BUILDING 9 ' OPENING 1008 15.31 FEET 15.31 FEET Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 18 SUBJECT MATTER: CALCULATES SHEARWALL LENGTHS BASED WITH USE OF 7/16" OSB PANEL W/ 8d NAILS AT 6" O.C. IN THE FIELD AND 3" O.C. AT EDGES BUILDING HEIGHT 6.5 FEET W: MWFRS ZONE "A" 40.5 POUNDS PER SQ. FOOT PLY VALUE SHEAR 630.00 POUNDS PER FOOT MIN SHEARWALL REQUIRED (h/3.5) 1.86 FEET MAX DIAPHRAGM RATIO 3 /1 AVAILABLE ENDWALL SHEARWALL LENGTH BUILDING WIDTHS 8.00 10.00 11.25 12.00 LESS 0 ' OPENING 8 10 11.25 12 LESS 3 ' OPENING 5 7 8.25 9 LESS 6 ' OPENING 2 4 5.25 6 LESS 9 ' OPENING N/A N/A 2.25 3 MAX. LENGTH OF BUILDING ALLOWED BY DIAPHRAGM RATIO BUILDING WIDTHS 8.00 10.00 11.25 12.00 ASPECT RATIO = WIDTH x ASPECT RATIO 24 30 33.75 36 PLYWOOD PLACED ON EXTERIOR OF BUILDING 8.00 ' BUILDING 0 ' OPENING (PLY SHEAR VALUE) * (AVAILABLE ENDWALL) 5040 MAX. LENGTH OF BUILDING ALLOWED BY SHEAR WALL 76.54 FEET MAX BUILDING LENGTH 24.00 FEET 8.00 ' BUILDING 3 ' OPENING 3150 47.84 FEET 24.00 FEET 8.00 ' BUILDING 6 ' OPENING 1260 19.13 FEET 19.13 FEET 8.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 10.00 ' BUILDING 0 ' OPENING 6300 95.67 FEET 30.00 FEET 10.00 ' BUILDING 3 ' OPENING 4410 66.97 FEET 30.00 FEET 10.00 ' BUILDING 6 ' OPENING 2520 38.27 FEET 30.00 FEET 10.00 ' BUILDING 9 ' OPENING 0 0.00 FEET 0.00 FEET 11.25 ' BUILDING 0 ' OPENING 7087.5 107.63 FEET 33.75 FEET 11.25 ' BUILDING 3 ' OPENING 5197.5 78.93 FEET 33.75 FEET 11.25 ' BUILDING 6 ' OPENING 3307.5 50.23 FEET 33.75 FEET 11.25 ' BUILDING 9 ' OPENING 1417.5 21.53 FEET 21.53 FEET 12.00 ' BUILDING 0 ' OPENING 7560 114.81 FEET 36.00 FEET 12.00 ' BUILDING 3 ' OPENING 5670 86.11 FEET 36.00 FEET 12.00 ' BUILDING 6 ' OPENING 3780 57.40 FEET 36.00 FEET 12.00 ' BUILDING 9 ' OPENING 1890 28.70 FEET 28.70 FEET Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 19 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 20 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP 21 2018 Wood Frame Construction Manual Prescriptive Sheathing Requirements. Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP (6"3%3"*-4#05)4*%&40'8"-,8": h41"/0'9!0$3"5&%14' 4-"#0'#6*-%*/(508&3&)6%40/:"3%4 45"*34 4$"''0-%'3".&4&$63&% 501"/%#0550. $3"/& 30(&340/4508&3& 13&-*.*/"3:61-7/16Truss Design: LRFD design: max wind load from ASCE 7 -15 fig 28.5-1 61.7psf uplift. Utility: L max = 105(60%)/12 = 5.25 ft 2x4 @ 24" w= 123.4 plf (60%) comes from tie across truss ( bottom chord ), cust span by 40%. M= wL^2/8 x 12 = 5102 in-lbs: S(2x4) = 3.06 fb= 1667 psi Fb (LRFD) = 3000 psi - this value to be met and exceeded by lumber. Lofted: L max = 84" = 7 ft M= 9070 in-lbs fb = 2964 psi < 3000 psi OK TRUSS DESIGN EPCOT.DISNEY PREMIER PORTABLE BUILDINGS cuts (180 mph wind )16 Florida Truss Calculations12/20/20 12/21/20 12/22/20 12/23/20 12/24/20 12/25/20 12/26/20 12/27/20 12/28/20 12/29/20 12/30/20 12/31/20 1/1/21 1/2/21 1/3/21 1/4/21 1/5/211 1/6/21 1/7/21 1/8/21 1/9/21 1/10/21 1/11/21 1/12/21 1/13/21 1/14/21 1/15/21 1/16/21 1/17/21 1/18/21 1/19/21 1/20/21 1/21/21 1/22/21 1/23/21 1/24/21 1/25/21 1/26/21 1/27/21 1/28/21 1/29/21 1/30/21 1/31/21 2/1/21 2/2/21 2/3/21 2/4/21 2/5/21 2/6/21 2/7/21 2/8/21 2/9/21 2/10/21 2/11/21 2/12/21 2/13/21 2/14/21 2/15/21 2/16/21 2/17/21 2/18/21 2/19/21 2/20/21 2/21/21 2/22/21 2/23/21 2/24/21 2/25/21 2/26/21 2/27/21 2/28/21 3/1/21 3/2/21 3/3/21 3/4/21 3/5/21 3/6/21 3/7/21 3/8/21 3/9/21 3/10/21 3/11/21 3/12/21 3/13/21 3/14/21 3/15/21 3/16/21 3/17/21 3/18/21 3/19/21 3/20/21 3/21/21 3/22/21 3/23/21 3/24/21 3/25/21 3/26/21 3/27/21 3/28/21 3/29/21 3/30/21 3/31/21 4/1/21 4/2/21 4/3/21 4/4/21 4/5/21 4/6/21 4/7/21 4/8/21 4/9/21 4/10/21 4/11/21 4/12/21 4/13/21 4/14/21 4/15/21 4/16/21 4/17/21 4/18/21 4/19/21 4/20/21 4/21/21 4/22/21 4/23/21 4/24/21 Professional Service Industries, Inc An Intertek Company This document meets or exceeds the Requirements of the State of Florida Manufactured Building Rules & Regulations Const. Type: VB Occupancy: Utility Allowed Floors: 1 Fire Rating Ext. Walls: 0 Wind Velocity: 170 (Vult) Plan #: Utility - 20 Floor Live Load: 125psf Approval Date: 01/11/2021 Richard Olds, SMP