The URL can be used to link to this page

248 Levy Rd ROOF19-0092 Metal < ''''! l ROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF19-0092 CITY OF ATLANTIC BEACH _ yr ISSUED: 1/17 jzc 800 SEMINOLE ROAD ri v ATLANTIC BEACH. FL 32233 EXPIRES: MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 248 LEVY RD ROOF NON SHINGLE METAL ROOF $27000.00 TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171068 0000 ATLANTIC BEACH SEC H COMPANY: ADDRESS: CITY: STATE: ZIP: RPC GENERAL 248 LEVY RD ATLANTIC BEACH FL 32233 CONTRACTORS OWNER: ADDRESS: CITY: STATE: ZIP: ROCK GARDEN 248 LEVY RD ATLANTIC BEACH FL 32233-2614 ENTERPRISES INC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT TOTAL: Issued Date: 1 of 1 . I';''tr,, Building Permit Application JOB COPY Updated 10/9/18 *4 J '� rr City of Atlantic Beach Building Department ALL INFORMATION 7. 800 Seminole Road, Atlantic Beach' FL 32233 HIGHLIGHTED IN GRAY Z0r:ur IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 248 Levy Road, Atlantic Beach, FL 32233 Permit Number: \—<00 F n -OO ft7_ Legal Description 18-34 38-2S-29E, SEC H ATLANTIC BEACH, LOTS 1 TO 4 BLK 238 RE# 171068-0000 Valuation of Work(Replacement Cost)$ 27,000 Heated/Cooled SF 3599 Non-Heated/Cooled 1520 • Class of Work: ❑New ❑Addition ❑Alteration K1Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): IICommercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes KINo • Will tree(s)be removed in association with proposed project?❑Yes(must submit separate Tree Removal Permit) ENo Describe in detail the type of work to be performed: Remove existing roof and replace with new roof. Replace metal roof panels on existing metal building system. Florida Product Approval# for multiple products use product approval form Property Owner Information Name Rockgarden Enterprises Address 248 Levy Road City Atlantic Beach State FL Zip 32233 Phone 904-241-4416 E-Mail BobP@rpcgc.com Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company RPC General Contracting, Inc. Qualifying Agent Daniel J. Rodrigues Address 248 Levy Road City Atlantic Beach State FL Zip 32233 Office Phone 904-241-4416 Job Site Contact Number State Certification/Registration# CGC1523403 E-Mail Jennifer@rpcgc.com Architect Name&Phone# Mesco Building Solutions 214-687-9999 Engineer's Name&Phone# g c� Workers Compensation Insurer American Builders Insurance Company OR Exempt 0 Expiration Date _ r x "-•.3 F-,, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal la ion lamas commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws ��} �regulating construction in this ion.I understand at a arate permit must be for ICAL WELLS,POOLS, URNACES,tBOILERS,HEATERShTANKSpand d A R CONDITIONERS,etc.dNOTICE:InRaddit ono oKthe r quuir'entlethis permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and ,. there may be additional permits required from other governmental entities such as water management districts,state agencies,or te federal agencies. ...4m nt OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all '-'- applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSU T WITH YOUR LENDER OR AN ATTQRNEY BEF•RE RECORDING OTIC MMENCEMENTc C (Si ature of caner or Agen ignature of i ntr.ctor) „„ fl ( Signed and sworn to(or affirmed)before me this 10+h day of Signed an sworn to(or affirmed)before me this f 1 day of De( , aCici , by ee., 1-r! e ( .tr9./,- Q Cetr►b( 019161,by Duni .0 eo , YI jue I t e f of ry _ 4-1,•�pY'P ., JENNIFERSNOW I �„1,,P'•• JENNIFER SNOW ( ( ..4"-A"3/49`:;0''.., Notary Public-State of Florida ( a°.�„�:. Notary Public-State of Florida etc- ' �� Commission#GG 099667 i• 1-4+ Commission#GG 099667 Personally Known OR 4 ,,` tioi personally Known OR ,,9,t,�� My Comm.Expires Aug 23,2021 ----.;',44. [ )Produced Identifications 2f,,,,,, Bonded Bonded through National Notary Assn. [ l Prod uced Identification ` ` My Comm.EzpiresAug23,2021 Bonded through National Notary Assn. Type of Identification: A,--——————————4 Type of Identification: Doc # 2020014803, OR BK 19075 Page 1040 , Number Pages: 1 , Recorded 01/17/2020 03:25 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10 . 00 NOTICE OF COMMENCEMENT State of Florida Tax Folio No. 171068-0000 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: 18-34 38-2S-29E,I SEC H ATLANTIC BEACH, LOTS 1 TO 4 BLK 238 Address of property being improved: 248 Levy Road,Atlantic Beach,FL 32233 General description of improvements: Replace metal roof panels on existing metal building system I — owner: Rockgarden Enterprises Address: 248 Levy Road,Atlantic Beach,FL 32233 Owner's interest in site of the improvement: — Fee Simple Titleholder(if other than owner): NIA Name: Contractor: RPC General Contractors,Inc. — I Address: 248 Levy Road,Atlantic Beach,FL 322331 Telephone No.: (904)241-4416 FaxINo: (904)241-4427 I _ Surety(if any) N/A • Address: Amount of Bond$ Telephone No: Fax,No: Name and address of any person making a loan for the constructii n of the improvements Name: N/A I � Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: N/A Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's optio ) Name: N/A Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): 04/01/2020 THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: )')0- 9-0 Before me this (OW day of a tka jn the County of Duval,State Of Florida,has personally appeared e Yt , . YCat 4-4- Notary Public at Large,State of Florida,Coun oauyal. My commission expires: Prt idti Personally Known: V ;n �u JENNIFER SNOW i or rr`", ' ;4.•: Notary Public-o,ate r:b Florida p Produced Identification: CumndnionNG609960 471 My Comm.Expires Aug 23,2021 •` 0�,); •• Banded tnmugh National Notary Assn. 4 i hiLS Building Solutions- ACCREDITED An NCI Company X172 November 26, 2019 RPC GENERAL CONTRACTORS, INC JOB COPY 248 LEVY RD ATLANTIC BEACH, FL 32233 17-B-43926 RPC GENERAL CONTRACTORS, INC. ATLANTIC BEACH, FL 70' x 60'2 x 14 ' To Whom It May Concern: This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Mesco Building Solutions. The attached design criteria and calculations are to remain with and form part of this Letter of Certification. The calculations and the metal building they represent are the product of Mesco Building Solutions or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Mesco Building Solutions or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Mesco Building Solutions , Materials for Metal Buildings An NCI company 2019-12-02 08:13:12 `'t".(, .`( Dq j;� This document has been �',, digitally signed. S. Harley Davidson, P.E. �,•�GE(�S�• CSO Design Manager ��• 2 No.38305 .{c E CC 0• STATE OF 144 z. WC ONAL ��'rrrnrnlntt�ax 17-B-43926 CUSTOMER BILL OF MREJOB COPY sopWORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 RELIRVER-2EV GUI-XDS PAGE 1 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 mDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON COLOR CODE COLOR GA KSI TEXTURE DOWNSPOUT S200 FERN GREEN (WXG0025L) 26 50 SMOOTH EAVE TRIM S200 FERN GREEN (WXG0025L) 26 50 SMOOTH GUTTER S200 FERN GREEN (WXG0025L) 26 50 SMOOTH LTP S200 POLAR WHITE (PMW1614) 26 50 SMOOTH MISC S200 POLAR WHITE (PMW1614) 26 50 SMOOTH RAKE TRIM S200 FERN GREEN (WXG0025L) 26 50 SMOOTH ROOF S200 SOLAR WHITE (WXW0052L) 26 80 SMOOTH ROOF TRIM S200 SOLAR WHITE (WXW0052L) 26 80 SMOOTH ROOF TRIM1 S200 SOLAR WHITE (WXW0052L) 24 50 SMOOTH UNPAINTED UNPAINTED LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF N ML S C O STOCK ROOM WORK ORDERNO. BUILDING SYSTEMS 17-B- 43926-0101-33 REL#-VER-REV GUI-XDS PAGE 2 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 EPACKAGE Erection Package UNPAINTED UNPAINTED 1.0 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF NnL S CO SHEET FORMING WORK ORDER No. BUILDING SYSTEMS17-B- 43926-0101-33 REL#FVER-REV GUI-XDS PAGE 3 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT BEGIN SHEET/FLASH RECORDS 20 PBR-1 PBR 36" Roof Panel SOLAR WHITE 36- 3 1/2 SPBRX6S43550000000 ROOF 97.6246 Roof Sheeting Plane 2 20 PBR-2 PBR 36" Roof Panel SOLAR WHITE 32- 5 1/2 SPBRX6S38950000000 ROOF 87.3129 Roof Sheeting Plane 1 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 ST'S 12/05/2019 CUSTOMER BILL OF IVIE S CO STOCK ROOM WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 REL#-VER-tEV GUI-XDS PAGE 4 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RpC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 6 HW1432 PBR Uninsulated LTP (Acrylic High UNPAINTED 10- 8 Strength UV Resistant) UNPAINTED 16.89 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF mmE sCO SHEET METAL WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 RELN-VER-REV GUI-XDS PAGE 5 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 12 F75-1 LTP Flashing - PBR S200 POLAR WHITE 10- 8 MISC 3.92 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 s r s 12/05/2019 CUSTOMER BILL OF NML S CO STOCK ROOM WORK ORDER NO. BUILDING SYSTEMS17-B- 43926-0101-33 REut-vER-REV GUI-XDS PAGE 6 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 500 #14-1 1/8 x 3/16 Pop Rivet (Stainless) FERN GREEN DOWNSPOUT 0.0029 250 #14A-1 1/8 x 3/8 Pop Rivet (Stainless) FERN GREEN EAVE TRIM 0.003 1500 #3A-1 12-14 x 1 1/2 SD Screw, Washer SOLAR WHITE (LongLife) ROOF 0.0258 1250 #4-1 1/4-14 x 7/8 SD Screw, Washer SOLAR WHITE (LongLife) ROOF TRIM 0.0217 500 #4-2 1/4-14 x 7/8 SD Screw, Washer FERN GREEN (LongLife) RAKE TRIM 0.0217 250 #43L-1 1/4-14 x 1 1/4 SD Screw W/1-1/8, S200 POLAR WHITE Washer (LongLife) LTP 0.061 250 #4A-1 1/4-14 x 7/8 SD Screw, Washer FERN GREEN DOWNSPOUT 0.016 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF MME SCO SHEET METAL WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 REL#-VER-REV GUhXDS PAGE 7 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RpC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDREmATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 8 F313-1 4 x 5 Roll Formed Downspout - FERN GREEN 14- 6 Straight DOWNSPOUT 15.5977 8 F321-1 4 x 5 Roll Formed Downspout - 72 FERN GREEN 1- 4 degree Kickout DOWNSPOUT 1.9721 2 'F160-1B 1:12 Classic - Southern Standard FERN GREEN 1- 9 1/2 Trim Peak Box - PBR RAKE TRIM 2.9709 6 F764-1 Classic - Southern Standard Rake FERN GREEN 20- 2 Trim - PBR RAKE TRIM 26.4026 2 F764-2L Classic - Southern Standard Rake FERN GREEN 8- 2 Trim - PBR RAKE TRIM 10.692 2 F764-3R Classic - Southern Standard Rake FERN GREEN 8- 2 Trim - PBR RAKE TRIM 10.692 42 F893-1 Southern Standard Gutter Strap - SOLAR WHITE 1- 0 PBR & LS-36 ROOF TRIM1 0.245 7 F2955-1B 1:12 Flat Eave Trim FERN GREEN 20- 2 EAVE TRIM 11.7345 5 F760-1B 1:12 Classic - Southern Standard FERN GREEN 20- 2 Eave Gutter - PBR GUTTER 26.4026 2 F760-2BL 1:12 Classic - Southern Standard FERN GREEN 8- 2 Eave Gutter - PBR GUTTER 10.692 2 F760-3BR 1:12 Classic - Southern Standard FERN GREEN 8- 2 Eave Gutter - PBR GUTTER 10.692 2 F761-1BL 1:12 Classic - Southern Standard FERN GREEN 0- 6 15/16 Eave Gutter End Cap - PBR GUTTER 0.2833 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 _ - CUSTOMER BILL OF mat s V O SHEET METAL WORK ORDER NO. BUILDING SYSTEMS17-B- 43926-0101-33 REL#-VER-REV GUI-XDS PAGE 8 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 2 F761-2BR 1:12 Classic - Southern Standard FERN GREEN 0- 6 15/16 Eave Gutter End Cap - PBR • GUTTER 0.2833 16 F797-1 Downspout Strap FERN GREEN 0- 1 - DOWNSPOUT 0.051 20 F52-1B 1:12 Die Formed Ridge Cap - PBR SOLAR WHITE 3- 0 - ROOF TRIM1 10.4738 LIST BY DATE CHECKED BY DATE RECEIVEDBY DATE DXN 12-06-19 srs 12/05/2019 CrUSTOMER BILL OF uimL s C O STOCK ROOM WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 REL#-VER-REV GUI-XDS PAGE 9 5244 BEAR CREEK CT.,IRVING,DC 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON CITY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 250 HW399-1 #6 x 1" Grommet W/Washer S200 POLAR WHITE LTP 0.005 48 HW456 PBR Outside Foam Closure Strip UNPAINTED 3- 0 W/Adhesive UNPAINTED 0.0823 40 HW455 PBR Inside Foam Closure Strip UNPAINTED 3- 0 UNPAINTED 0.0409 2 HW504 Tri-Bead Tape Sealer 7/8" X 3/16" X UNPAINTED 25'-0 UNPAINTED 2.5 46 HW506 Flat Tape Sealer 1" X 3/32" X 45'-0 UNPAINTED UNPAINTED 2.85 3 HW540 Urethane Tube Sealant (White) UNPAINTED UNPAINTED 0.85 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF Mgr S C O WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0101-33 RELIIFVER-REV GUhXDS PAGE 10 5244 BEAR CREEK Cf.,IRVING,TX 75061 Phone(800)556-3726 0-8 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON OW LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT (40) TOTAL PBR ROOF PANEL ITEMS TONS/WEIGHT 1.8/ (3699) (138) TOTAL TRIM ITEMS TONS/WEIGHT 0.4/ (873) (4213) TOTAL WAREHOUSE ITEMS TONS/WEIGHT 0.2/ (336) (4391) TOTAL ITEMS TONS/WEIGHT 2.5/ (4908) LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF N1.1L S CO WORK ORDER NO. BUILDING SYSTEMS 17-B- 43926-0203-33 REL#-VER-REV GU6XDS PAGE 1 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-4 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON COLOR CODE COLOR GA KSI TEXTURE STRUCTURAL PRIMER RED UNPAINTED UNPAINTED LIST BY DATE CHECKED BY DATE RECENEDBY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OF AM S C O BUY-OUT WORK ORDER NO. 17-B- 43926-0203-33 BUILDING SYSTEMS 1„- „ GUI-XDS PAGE 2 5244 BEAR CREEK Cf.,IRVING,TX 75061 Phone(800)556-3726 0-4 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED Vw 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATESHIPPED RODGER CARSON QTY LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT 1 SPEC 1 Lot of Insulation UNPAINTED SPEC. UNPAINTED 1407.0 LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 CUSTOMER BILL OFTE sC O WORK ORDER NO. BUILDING SYSTEMS17-B- 43926-0203-33 REL#-VER-REV GUI-XDS PAGE 3 5244 BEAR CREEK CT.,IRVING,TX 75061 Phone(800)556-3726 0-4 008-V8.07.03 CUSTOMER RPC GENERAL CONTRACTORS SHIP TO RPC GENERAL CONTRACTORS, SHIPPED VIA 248 LEVY RD 248 LEVY RD ADDRESS ATLANTIC BEACH FL 32233 ADDRESSATLANTIC BEACH FL 32233- DATE SHIPPED RODGER CARSON OW LABEL DESCRIPTION COLOR LENGTH GALV ANID CODE WEIGHT (1) TOTAL BO OTHER ITEMS TONS/WEIGHT 0.7/ (1407) (1) TOTAL ITEMS TONS/WEIGHT 0.7/ (1407) LIST BY DATE CHECKED BY DATE RECEIVED BY DATE DXN 12-06-19 srs 12/05/2019 Builder/Contractor Respon-sib!lities 09ticno-i n 3e+ Drawing Validity, - These drawings, supporting structural calculati s and design certification are based on the order docurnen s of the date of these drawi The ocuments describe the material supplied by the ma facture s of the daft of th awing ch a Ycl the order documents after the date wings may aid s ir1�s, u ng tr calculations and design cert ca n. Build4L� trdc'tor s resp ons le for no fying the building authority of all changes to e order documents whi result in changes to the drawings, supporting structural calculations and design certification. , �1,w 4P O ' - Approval of t n facto rer's drawin s and desi n data affirms Builder Acceptance of Drawingspp 9 9 that the manufacturer has correctly interpreted and lied the requirements of the order documents and constitutes Builder/Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (April 2010 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder/Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder/Contractor is responsible for securing all required approvals and permits from the appropriate agency as required. Building Erection - The Builder/Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (April 2010 Section 7.10.3) (CSA/S16-09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (April 2010 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder/Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Modification of the Metal Building from Plans The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building Manufacturer will assume no responsibility for any loads applied to the building not indicated on these drawings. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are b1 ' d d th ' t d 't MescoBuilding 5244 Bear Creek Court, Irving, Texas 75061 Voice 214-687-9999 Fax 214-687-9737 For questions regarding the interpretation of the drawings, materials provided, or assembly of the parts: • Call 1-844-840-4603 and ask for the "Field Service" department. • Before or after normal hours, you may send an email to fieldservice,;@ncigroup.com. Please include the order no., brief description of the question, & contact name and phone number. ENGINEERING DESIGN CRITE IA PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication` Building Code .. .... ...... ..... FL❑ IDA BUILDING CODE, 6TH EDITION (2017) of built-up structural framing members conform to ASTM A529, ASTM A572, Building Risk Category .......... Nor al (Risk Category II) ASTM A1011 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi, Roof Dead Load Material properties of hot rolled structural shapes conform to ASTM`A992, Superimposed ... ...... , , „ 2,8 psf ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Collateral.... ,,,., 0,5 psf Hot rotted angles, other than fttinge braces, conform to ASTM 36 minimum, (0,50 psf Other) Hollow structural shapes conform to ASTM A500 grade B, minimum yielof Roof Live Load ........... .... . 20, 0 psf reduction allowed point is 42 ksi for round HSS and 46 ksi for rectanoular HSS. Material properties of cold -formed light gage steet-members conform tc; Wind the requirements of ASTM A1011 SS Grade 55, ASTM A1011 HSLAS Grade 55 Ultimate Wind Speed (Vult) 140 00 mph Class 1, ASTM A653 SS Grade 55, or ASTM A653 HSLAS Grade 55 Class l Nominal Wind Speed ( Vasal) , , , , 108 mph (IBC section 1609, 3, 1) with a minimum yield point of 55 ksi. For Canada, material proper -t i s Serviceability Wind Speed .... 76 ph conform to CAN/CSA G40 20/G40,21 or equivalent, Wind Exposure Category ...... C Internal Pressure Coef (GCp i) 0, 1 /-0, 18 All bolted joints with A325 Type 1 bo t is are specified as snot, t ;yr, tened Watt Loads for components not provid d by building manufacturer joints in accordance with the Specification for Structural Corner Areas (within 5. 60 of corner 39,10 psf pressure -52,13 psf suct i on ASTM A325 or A490 Bolts, December 31, 2009. Pre --tens i on i no methods: Other Areas 39.10 psf pressure -42.35 psf suction including turn -of -nut, calibrated wrench, twist -off -type tension--control,These values are the maximum values required based on a 10 sq ft area. bolts or direct -tension -indicator are NOT required. Installation Components with larger areas may have tower wind loads, inspection requirements for Snug Tight Bolts (Specification for Structural Joints Section 9.1) is suggested, Design criteria as noted is as given within order documents and is apotied in general accordance with the applicable provisions of the model code. and/or specification indicated, Neither the metal building manufacturer DEFLECTION CRITERIA nor the certifying engineer declares or attests that the loads as designated are proper for local provisions that may app Ly' or for site Specific parameters The desi n cr'ter'o ' 1 d b t+ made for specifying rod embedment, embedded in the concrete foundation, ear ng va ues, ie ro s as well as foundation as e i es an or o er m design for the loads imposed by the Width F_ I upe ; e g s s y .he nu , l der, project owner, or an Architect and/or Engineer of Record for -the overa i l Metal Building System, other imposed loads, and the bearing capacity of the soil and other The material .supplied by the manufacturer has been designed .with the construction project, conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) foltowing minimum deflection criteria The l ess depending on actual l oad and actual actual deflection may be member tenth - Th! s meta l bu i l di no system i s desi ned as Enc l osed B l I n 11 Download panel installation manuals from: „y www.ncimanuals.com Descargue los manuales de instalaci6n del panel desde: ' www.ncimanuals.com 1■ BUILDING DESCRIPTIONS Building ID Width F_ Length Height Slope Building A 70'-0 F4 I 1 60'-2 13'-816 1:12 Drawing Index ~age I Description of 130 mph or greater. In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided' by the metal building manufacturer shall be protected by impact resistant coverings. The material may include but is not i.imited. 7/16 structural wood panels as prescribed by the Local building cod The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material ac ,ng as the impact resistant covering by others and attachment to the material provided by the metal building manufacturer. This st-;acture has not been designed to withstand the additional interna pressure required by Code as a partially enclosed condition in the absence of impact resistant coverings. Ls -.g 5' X 5" eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalk at a spacing not to exceed 2e feet with the first downspout from both ends of the gutter run within 14 feet of the end, Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 10 in/hr rainfalt intensity, `h This project is designed using manufacture's standard serviceability standards, Generally this means that al'. deflections are within typical performance (ir-,iis for normal occupancy and standard metal building products. Manufacturer w i t l be providing only roof panels, fasteners, 1_7P'S, edge of roof trims and insulation. New roof panels to be PBR, 26aa, Panels were checked for a maximum purlin spacing of 4'2", If actuat e purlin spacing is greater than 4'2", then the Customer wilt havto provide material to avoid panel to fail, a� 0 Q I El �--�- 2-------�------- I Cover Sheet g F_ Roof a of Sheeting BUILDING DEFLECTION LIMITS.......: E3 Sidewall BL_DGA WALLSWA & WALLSWC F4 I Endwa!I BLDGA WALLEWB & WAL-LEWD BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO 0 TO 9/16" 1 1/4" F.T. / components and cladding in accordance with the specified Roof Limits , U Rafters 1 Panels Erection Guides HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH Over 9/16" TO 1 1/16" 1 3/4" F.T. ------- R4 -R7 Construction Drawings Live; R8 L—_- Trim Profiles of 130 mph or greater. In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided' by the metal building manufacturer shall be protected by impact resistant coverings. The material may include but is not i.imited. 7/16 structural wood panels as prescribed by the Local building cod The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material ac ,ng as the impact resistant covering by others and attachment to the material provided by the metal building manufacturer. This st-;acture has not been designed to withstand the additional interna pressure required by Code as a partially enclosed condition in the absence of impact resistant coverings. Ls -.g 5' X 5" eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalk at a spacing not to exceed 2e feet with the first downspout from both ends of the gutter run within 14 feet of the end, Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 10 in/hr rainfalt intensity, `h This project is designed using manufacture's standard serviceability standards, Generally this means that al'. deflections are within typical performance (ir-,iis for normal occupancy and standard metal building products. Manufacturer w i t l be providing only roof panels, fasteners, 1_7P'S, edge of roof trims and insulation. New roof panels to be PBR, 26aa, Panels were checked for a maximum purlin spacing of 4'2", If actuat e purlin spacing is greater than 4'2", then the Customer wilt havto provide material to avoid panel to fail, a� 0 Q g g exterior components (i,e. doors, windows, vents, etc:) mus -t be BUILDING DEFLECTION LIMITS.......: BLDG -A z � N designed to withstand the specified wind' Loading For the des;an of BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO 0 TO 9/16" 1 1/4" F.T. / components and cladding in accordance with the specified Roof Limits , U Rafters Purlins Panels building code. Doors are to be closed when a maximum of HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH Over 9/16" TO 1 1/16" 1 3/4" F.T. ------- ------ 50% of design wind velocity is reached. Live; L/ 180 150 60 WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. Serviceability Wirral. L/ 180 180 60p Framed openings, walk doors, and en areas shall ll be located in Total Gravity: L/ 120 120 60 the bay and elevation as shown in the erection drawings, The Total Uplift: L/ N/A N/A 60 cutting or removal of girts shown on the erection drawings o d- Q Q' N Q c mc v 00 due to the addition of framed openings, walk doors, or open areas Frame Limits OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. Sidesway NOTED ON ERECTION not shown may void the design certifications supplied by the meta DRAWINGS � N v ADD 5/32" FOR EACH WASHER TO building manufacturer. �- L i ve; .. H/` 60 21L -o, G Serviceability Wind: H/ 60 o� U N Reof and wall panels have been designed in accordance with :. Total Gravity; H/ 60 section 2222,4 of the Florida Building Code, Wall Limits C F1 0 z �`1 Product approval numbers for the State of Florida, Department c� Community � Limit Affairs per Product Rule 9B-72; QW wa'm o v ZjU 1. Roofing Products ,_. Total Wind Panels: Total Wind Girts+ L/ L/ 60 120 c FL11868 PBR 26 gauge roofs Total Wind EW Columns: L/ 120 U N Q This jobsite is located in a hurricane prone region with w nal speeds of 130 mph or greater. In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided' by the metal building manufacturer shall be protected by impact resistant coverings. The material may include but is not i.imited. 7/16 structural wood panels as prescribed by the Local building cod The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material ac ,ng as the impact resistant covering by others and attachment to the material provided by the metal building manufacturer. This st-;acture has not been designed to withstand the additional interna pressure required by Code as a partially enclosed condition in the absence of impact resistant coverings. Ls -.g 5' X 5" eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalk at a spacing not to exceed 2e feet with the first downspout from both ends of the gutter run within 14 feet of the end, Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 10 in/hr rainfalt intensity, `h This project is designed using manufacture's standard serviceability standards, Generally this means that al'. deflections are within typical performance (ir-,iis for normal occupancy and standard metal building products. Manufacturer w i t l be providing only roof panels, fasteners, 1_7P'S, edge of roof trims and insulation. New roof panels to be PBR, 26aa, Panels were checked for a maximum purlin spacing of 4'2", If actuat e purlin spacing is greater than 4'2", then the Customer wilt havto provide material to avoid panel to fail, a� 0 Q 1"0 A325 BOLT GRIP TABLE GRIP z � N LENGTH BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO 0 TO 9/16" 1 1/4" F.T. / co n O 0 N U N , U O � t r7 Q00 L L O HAVE BEEN MET WHEN THE END OF THE BOLT IS FLUSH Over 9/16" TO 1 1/16" 1 3/4" F.T. o aoi b Q6 UU U C) L �/O'� �++ x JAW WITH THE FACE OF THE NUT. WASHER REQUIRED ONLY WHEN SPECIFIED. Over 1 1/16" TO 1 5/116" 2" Over 1 5/16" TO 1 9/16" 2 1/4 Over 1 9/16" TO 1 13/16" 2 1/2" U wwE_ QJZ GRIP WASHER MAY BE LOCATED UNDER HEAD Over 1 13/16" TO 2 1/16" 2 3/4" • �C' o m rn o d- Q Q' N Q c mc v 00 OF BOLT, UNDER NUT, OR AT BOTH AT LOCATIONS NOTED ON ERECTION DRAWINGS. LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION U d DRAWINGS � N v ADD 5/32" FOR EACH WASHER TO `� 11) (3 CC� ' 21L -o, G MATERIAL THICKNESS TO DETERMINE GRIP. F.T. DENOTES FULLY THREADED of 130 mph or greater. In order to maintain the Enclosed Building classification and design for wind all doors, windows and wall mounted light transmitting panels (LTP) provided' by the metal building manufacturer shall be protected by impact resistant coverings. The material may include but is not i.imited. 7/16 structural wood panels as prescribed by the Local building cod The customer's Design Professional, not metal building manufacturer engineer, is responsible for determining the adequacy of material ac ,ng as the impact resistant covering by others and attachment to the material provided by the metal building manufacturer. This st-;acture has not been designed to withstand the additional interna pressure required by Code as a partially enclosed condition in the absence of impact resistant coverings. Ls -.g 5' X 5" eave gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalk at a spacing not to exceed 2e feet with the first downspout from both ends of the gutter run within 14 feet of the end, Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code, The gutter and downspout system as provided by the manufacturer is designed to accommodate 10 in/hr rainfalt intensity, `h This project is designed using manufacture's standard serviceability standards, Generally this means that al'. deflections are within typical performance (ir-,iis for normal occupancy and standard metal building products. Manufacturer w i t l be providing only roof panels, fasteners, 1_7P'S, edge of roof trims and insulation. New roof panels to be PBR, 26aa, Panels were checked for a maximum purlin spacing of 4'2", If actuat e purlin spacing is greater than 4'2", then the Customer wilt havto provide material to avoid panel to fail, a� 0 Q Drawl as been digitally signed. Y DA�i'"%, �` .' :: •`GENS• _�'� ':•fir ..: No. 38305 ��•= STATE OF i Dec 05, 2019 �'', '•�.�ia..•'' `�. tti�lftllil'l►ttltt z � N o CL f!') V) I r o o 0 co n O 0 N U N , U O � t r7 Q00 L L O v �I o ~ Z o aoi b Q6 UU U C) L �/O'� �++ x JAW L CD L li U W m Z �- U wwE_ QJZ U amQ • �C' o m rn o d- Q Q' N Q c mc v 00 0 J U d � N v z `� 11) (3 CC� ' 21L -o, G cz�V L° Q� o� U N �� Z a C F1 0 z �`1 � Uvi � a QW wa'm o v ZjU W W I— o � _J c co Uoa� 3 U N Q 0 D NOT TO SCALE Scale: by.- DXN 11 /28/19 Drawn by.- srs 12/6/19 Checked Project Engineer: Mi Number. 17-B-43926-1 Job Sheet Number: E1 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Drawl as been digitally signed. Y DA�i'"%, �` .' :: •`GENS• _�'� ':•fir ..: No. 38305 ��•= STATE OF i Dec 05, 2019 �'', '•�.�ia..•'' `�. tti�lftllil'l►ttltt F313-1 F797-1 F797-1 F321-1 DOWNSPOUT LAYOUT [8 REQ'D] DOWNSPOUTS ARE TO BE PLACED AT A SPACING NOT TO EXCEED 28'-0 WITH A DOWNSPOUT WITHIN 14'-0 OF EACH END OF THE GUTTER RUN. PBR ROOF PANELS ARE TO BE FIELD CUT IF THE PANELS EXTEND OUTSIDE OF THE ROOF PLANE, PANELS ARE NOT TO BE BACK LAPPED. � v ROOF SHEETING PLANE 2 PANEL TYPE = PBR (SOLAR WHITE) PANEL OVERHANG = 3" FROM OUTER STEEL DWPR02001 X Non-Stand@rd PBR Roof P nel F6--.,,st WPR05002X n #3A member fasteners cre to be used for panel to secondary attachment in lieu of #3 shown on i the R -Drawings SPE SEALER HW506 TO BE USED IN LIEU OF HW507 SHOWN IN THE R DRAWINGS I WPR05002X 0 0 0 I J CP 06004 �I CPRO6003 �F52-1B©3'-0 O.C. -- -- -- -- -- 00 00 o I I b WPR05002X I I I -IN _-IN -IN -IN -IN -IN �-IN ''-IN -IN r -IN -IN -IN __IN -IN �-IN -IN •--IN -IN SIN SIN In �n n n Lf �n n In In Ln (n Ln In L n n n I I I I I i I I I I I I I I I I I I I i N N N N N N cl N N N N (N N N N N N N N N I I WPR05002X i SWC r aROOF SHEETING PLAN WPR02001X EWB ROOF SHEETING PLANE 1 PANEL TYPE = PBR (SOLAR WHITE) PANEL OVERHANG = 3" FROM OUTER STEEL KEY PLAN SWA EWD S7 I I r -KV � I SIN rr3 I SIN r7 I •-IN r7 I SIN r7 I SIN r7 I •-''IN r7 I .-IN r1 I SIN r) I DKV r7 I SIN r7 I SIN r7 I �'-IN r7 I SIN r7 I -I N -IN � -IN r7 -IN � SIN � I I O CO n I I CO r7 CO n CO r� Co r7 CD U c9 r� Co r7 CO r7 D r7 r� Co r7 Co r7 I Co r7 I Qfl r7 I (p r-) I CO I QO I c9 I i 1 oUCoQ 00 I rn L a- F -- or� N Q 00 I w O O � I 00 3 ami _4 M ~v'+ I I Z N CD `U oU L aL? Q o �Z HOZ Q z F- J El ❑ IL z LL Q o w d QT � a OfLd ° W Q) Z > C) WLLjF- p 0 J Z I WPR05002X 0 0 0 I J CP 06004 �I CPRO6003 �F52-1B©3'-0 O.C. -- -- -- -- -- 00 00 o I I b WPR05002X I I I -IN _-IN -IN -IN -IN -IN �-IN ''-IN -IN r -IN -IN -IN __IN -IN �-IN -IN •--IN -IN SIN SIN In �n n n Lf �n n In In Ln (n Ln In L n n n I I I I I i I I I I I I I I I I I I I i N N N N N N cl N N N N (N N N N N N N N N I I WPR05002X i SWC r aROOF SHEETING PLAN WPR02001X EWB ROOF SHEETING PLANE 1 PANEL TYPE = PBR (SOLAR WHITE) PANEL OVERHANG = 3" FROM OUTER STEEL KEY PLAN SWA EWD S7 Drawi as been digitally signed. rrrr� Y DA 1/, "ENlSF•. SDr .: No. 38305 : �c S-0: �t STATE OF ty . Dec 05, 2019 --,/, rlrrrrrrrrnrr1111 ��,` N p V) Cn I D' c o 0 � co n Cn _p ~ N U U _O 'n n O Q O .Fr CIO CD_ O J U U l� �/5 of M ?Z>U ,C:! U 0 J Z . oUCoQ rn L a- F -- or� N Q M Wi r (500 w O O � I 3 ami _4 M ~v'+ '� 174 Z N `U oU L aL? Q o� C) N �Z HOZ Q z F- J El ❑ � z LL Q o w QT � a OfLd ° V Q) Z > C) WLLjF- p 0 J Z (J) C U00Q 3 o' N <C p O Sca/e: NOT TO SCALE Drawn by DXN 11/28/19 Checked by. srs 12/6/19 Project Engineer: MJ Job Number: 17-B-43926-1 Sheet Number: E2 Of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Drawi as been digitally signed. rrrr� Y DA 1/, "ENlSF•. SDr .: No. 38305 : �c S-0: �t STATE OF ty . Dec 05, 2019 --,/, rlrrrrrrrrnrr1111 ��,` F761-1 BL 0 I F761-1 BL s C L s u LL -I� 00 r� SWC EWB KEY PLAN I EWD SWA (32) F2955-1 B (1) F760-2131 (22) F760 -1B (1) F760 -36R (21) HW455 EXISTING PANELS NOT BY MESCO 60'-2 SIDEWALL ELEVATION "SWA" (32) F2955—IB (1) '760-2BL (22) `760-113 (1) '760-35R (21) HW455 EXISTING PANELS NOT BY MESCO 60'-2 SIDEWALL ELEVATION "SWC" F761-2BR �- 76' —2BR A Scale: NOT TO SCALE Drawn by.- DXN 11/28/19 Checked by.- srs 12/6/19 Project Engineer.- MJ Job Number: 17—B-43926-1 Sheet Number: E3 Of 4. The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Driwi W1as been digitally signed. '\i��i;tt►tq►lr f g .......... EIV el`F•��' �. No. 38305 _ O : :r c STATE OF �4-4 Dec 05, 2019 G rl��jntr►i i i t ►tttt��' � I v � i m� c 0 .a L U N d c 0 a� 0 � N 0 cn M p N O N ~CD U ® rnl O Q o _ t\ co J Z W Q-) O (+) rn x JD W Z Of m W ❑ ❑ > O C -� :3 U W 1 CD -I Z v rn p OoOQ m rn Cr) L ct a-�F— IY N Q O U pp Q0 I +` U U U� i U) �. z W N U O t!) > O p � (1:L 0 O N �Z �oZ a � El El� z WJ � � Qow a 0-1 Of o C, Q) Z- �C IW W O� v UCo a U �NQ O O Scale: NOT TO SCALE Drawn by.- DXN 11/28/19 Checked by.- srs 12/6/19 Project Engineer.- MJ Job Number: 17—B-43926-1 Sheet Number: E3 Of 4. The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Driwi W1as been digitally signed. '\i��i;tt►tq►lr f g .......... EIV el`F•��' �. No. 38305 _ O : :r c STATE OF �4-4 Dec 05, 2019 G rl��jntr►i i i t ►tttt��' EWB SWC SWA EWD F761-2BR a F761-2BR F— CD LJ w Q w I 12 12 1 F- (13) HW456 (1) F764 -2L (1 z) F764-1 (11) HW456 (1) F764 -2L (12) F764-1 `160 --1 B EXISTING PANELS NOT BY MESCO 70'— 0 ENDWALL ELEVATION "EWB" (13) HW456 F160 -1B (1) F764 -3R (12) F764-1 EXISTING PANELS NOT BY MESCO 70'— 0 ENDWALL ELEVATION "EWD" (11) HW456 (2) F764 -3R (12) F764-1 �— F-7 BL O F -761 ---1331i' i r7 a v mom, c 0 .a L_ U 0.1 Q a) O c O 4� U O N � Cn 0 0'n co nO rn q F- N U Qr7 V �--r(J) n O , pLo J Z LL p O O'—� x IU �� U' U) N N J Q O O O ocf m LJ Z z> U U J Z U C O C) 00 Q d (7)L am CLd F— �NQ C M W � o U O L 00 cD I U U U _� �r `V z o 0 0 N c aL G O L? U N �Z LoZ Q ice— J U El 8 z �- 40 o � U QQW O Q Qf M Q LLJ w w o, O CDJz c v U 00 Q U or- N Q O O Scale: NOT TO SCALE Drawn by.- DXN 11/28/19 Checked by.- srs 12/6/19 Project Engineer: MJ Job Number: 17-13-43926-1 Sheet Number: E4 of 4 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Crawi as been digitally signed. ! f� •��11t>>il►ttttq�� DAIi�/ r`irfr .......... No. STATE OF Dec 05, 2019 off•, S0 "AA' ��`' U Field Service Procedures Authorization For Corrective Work Un oadin , Handling And Storage Roof And Wall Panels Roof And Wall Panel Damaqe During Construction In Order To Give You Prompt Services And Keep Problems To A Minimum, Normal Erection Operations Include The Correction Of Minor Misfits B Amounts Of STIR CTURAL:-- --- Y Manufacturer's Roof And Wall Panels Include Color Coated, Galvalume; And The Quality Of Workmanship In StConstruction o c Please Handle Any Shortages Or Back Charges In The Following Manner: Reaming, Chipping, Welding Or Cutting And The Drawing Of Elements Into Line A Great Amount Of Time And Trouble Can Be Saved If The BuildingParts Are Y p eel l , ractl e� And Handling Methods Galvanized, Provide Excellent Service Under Widely Varied Conditions. All Unloading Used During The Construction Of The Meta! BuildingCan Significantly m 1. Carefully Check Your Packing List While Unloading. Through The Use Of Drift Pins. Errors That Cannot Be Corrected By The Foregoing Unloaded At The Building Site According To A Pre -Arranged Plan. Proper Location And Erection Personnel Should Full Understand 9 y Affect The Fully tand That These Panels Are Quality Appearance And Performance Of The Building Panes. Panel Damage During 2. Mark Any Items Which Appear To Be Missing And Notify The Field Means Or Which Require Major Changes In The Member Configuration Should Be And Handling Of Components Will Eliminate Unnecessary Handling. Merchandise, Which Merits Cautious Care And Handling. Service Department At The Number Shown In The Title Block As Soon Reported Immediately To The Owner And The Fabricator By The Erector, To Enable Construction, Can Be The Result Of Faulty installation Methods Arid/or As Possible. Calling Someone Else Could Delay The Proper Response. Whoever Is Responsible Either To Correct The Error Or Approve The Most Efficient NOTE_ UNDER NO CIRCUMSTANCES SHOULD PANELS BE HANDLED ROUGHLY Carelessness. And Economical Method Of Correction To Be Used By Others. (AISC 303-10, Piece Marks Are Stenciled On The Primary Structural Members At The Lower End, Packages Of Sheets Should Be Lifted Off The Truck With Extreme Care Taken To INITIAL CLAIM: Section 7.14). If The Error Is The Fault Of The Manufacturer An "Authorization For 1'- From The End. Inspect All Shipments Prior To Releasing The Tie -downs For Ensure That No Damage Occurs To Ends Of The Sheets Overdriven Fasteners Cause Indentations Or Shallow Pockets In The Panel Around The Customer Must Promptly Make A Written Or Verbal g is Or to Side Ribs. The The Fastener Head. Rain Water Or Condensation Moisture Combined With In The Event Of An Error, p y Corrective Work" Must Be Issued In Writing By The Manufacturer To Authorize The Loa s That May Have Shifted During .Transit. Packages Should Be Stored Off The Ground Sufficiently High To Allow Air "Initial Claim" to The Manufacturer For The Correction Of Design, Drafting, Bill Of Corrective Work At A Cost Not To Exceed The Maximum Total Cost Set Forth. Circulation Underneath The Packages. This Avoids Ground Moisture And Deters Atmospheric Pollutants (principally Sulfur Dioxides) Arid Dirt Particles Collect In Materials Or Fabrication Error. P y REMEMBER SAFETY FIRST: People From Walking On The Packages. g ! These Pockets. The Combination Of Pollutants And Water Creates Acid Solutions Alternative Corrective Work Other Than That Proposed In The "Initial Claim" May P g g One End Of The Package Should Be ,-, The "Initial Claim" Includes: Blocking Under Columns And Rafters Protect The Splice Plates And The Slab From Elevated To Encourage Drainage In Case Of Rain. The Manufacturer Exercises not WILL Cause Corrosion Damage To The Panel And Fastener. Rain May Wash Be Directed By The Manufacturer In The Authorization Of Corrective Work". Only 9 9 1. Description Of The Nature And Extent Of The Errors, Including Quantities. The Field Service Department May A Damage During The Unloading Process. It Also Facilitates The Placing Of Slings Caution During Fabrication An Shipping Operations T Sorne Pollutants Away, But Moisture In Form Of High Humidity Can Kee These a p y uthorize Corrective Work. p 9 pp g p o Ensure That All Panel Stock Y P p p AUCables Around Members For Later Lifting And Allows Members To Be Bolted Is Kept Dry. However Due To Climatic Conditions, Water Formed B Condensation Areas Wet And Continue The Problem. ;erdriving The Fastener Also Forces The a 2. Description Of The Nature And Extent Of Proposed Corrective Work, Including Estimated Man -Hours. FINAL CLAIM: Together Into Sub -assemblies While On The Ground. Extra Care Should Always Be Of Humid Air Become Trapped Between Sheets. Water Can Also Be Trapped Sealing Washer From Under The Head Creating A Leak At This Point. Proper g Exercised In The Unloading Operation To Prevent Injuries From Handling Steel And Between The Stacked Sheets When Torque ,Adjustment Of The Screw Gunn Or referabl The Use Of A.. iDe th 3. Materials To Be Purchased From Other Than the Manufacturer, Including g en Ex osed To Rain. This May Discoloration Y p a� Estimated Quantities and Cost. The Final Claim n Writing Must Th Forwarded By The Customer To The To Prevent Damage To Materials And The Concrete Slab. If Water Is Allowed To Caused B Trapped P Y E ` ' 1 '- Fasteners. O By pp Moisture. The Stain Is Usually Superficial And Has Little effect � wi , Eliminate The Problem 0. ,vE rur .cn 4. Maximum Total Cost Of Proposed Corrective Work And Materials To Be Manufacturer Within (10) Days Of The Completion Of The Corrective Work Remain For Extended Periods In Bundles Of Primed Parts Such As Girts, Purlins, On The Appearance Or Service Life Of The Panels As Long As It Not Permitted Authorized By The Manufacturer.. g Y g � It is Extremely Important. That All Drill .Shavings From The Installation Of Panel Purchased From Other Than The Manufacturer. Etc., The Pigment Will Fade And The Paint Will Gradual) Soften Reducing Its Bond To Remain On The Panel. However, Moisture In Contact With The Surface Of The I Fasteners And Fillings From The ✓ ' To The Steel Therefore, Upon Receipt Of A Job, All Bundles Of Primed Parts panel Over An Extended Period Can Severely Attack The Finish And Reduce The o Saw Cutting Of Panels Be Removed From The SHORT MATERIALS: THE "FINAL CLAIM" MUST INCLUDE: Should Be Stored At An Angle To Allow Any Trapped Water To Drain Away And Effective Service Life. See R1-07 Titled "Dama e F Panel Surface. Corrosion Can Occur In A Matter Of Hours When These Shavings Or g From Condensation Or Trapped Fillings Are Not Removed And Are In Contact With Water Or Condensed Moisture. Immediately Upon Delivery Of Materials, Quantities Are To Be Verified 1. Actual Number Of Man -Hours By Dated Of Direct Labor Use On Corrective Permit Air Circulation For Drying. Puddles Of Water Should Not Be Allowed To Water". r + By The Customer Against Quantities That Are Billed On The Shipping Documents. Work And Actual Hourly Rate Of Pay. Collect And Remain On Columns Or Rafters For Same Reason. When Panels ,Are Pre -Drilled Or Cut In The Sack Prior To Erection All Shavings Neither The Manufacturer Nor The Carrier Is Responsible For Material Shortages 2. Taxes And Insurance On Total Actual Direct Labor. Must Be Cleaned From Both Sides Of 'The Pane! To Prevent Corrosion Of The CAUTION: I B These Particles. r + T Against The Quantities Billed On The Shipping Documents If Such Shortages Are 3. Other Direct Costs On Actual Direct Labor. The Coat Of Shop Primer Is Intended To Protect The Steel FramingOnly For A Pane y � les. .t Is imperative Tha:. .he Roof Be Swept Glean At Least Not Noted On The Shipping Documents When The Material Is Delivered And (Not Minor Supplies) Authorized B The Manufacturer To Short Period Of Exposure To Ordinary Atmospheric Y Care Should Always Be Taken When Walking On Panels. Use Safety Lines And Net 1 Daily And Certainly At Job Completion. The Fina! Cleaning Of The Roof Should Be 4. Cost Of Materials P When Necessary.Panels Are Slippery, Wi e Dr An Moisture Or Surface Material n�� ,� � �.� ,. � T PP 9 PP Y p y p Conditions. The Coat Of Shop Be Purchased From Other Than The Manufacturer, Including Copies Of Paid Primer Does Not Provide The Uniformity Of Appearance, Or The Durability And P Y Y �,.e Prior To ,n�.al!,ng The G tter �o )hat The Shavings Are Not Deposited Into Acknowledged By The Carrier's Agent. If The Carrier Is The Manufacturer, Claims g P Y PP Y That Has Puddle From Bundles Stored On A Slope. Dew, Frost, Or Other Forms Of i The Gutter And Left To Corrode. An Other Foreign t P For Shortages Are To Be Made By The Customer To The Common Carrier. If The Invoices, Corrosion Resistance Of A Field Applied Finish Coat Of Paint Over Shop Primer. Moisture Great) Increase The Slipperiness Of Th ( Y gn Oblec.s Or Debris Left By 5. Total Actual Direct Cost Of Corrective Work Sum Of 1, 2, 3, And 4 . The Surface Is Slippery PP e Panels. Always Assum� Panel Construction Personnel Should Also Be Removed From The Roof During The, Material Quantities Received Are Correct According To The Quantities Billed On ( ) r And Act Accordingly. Never Walk Of Ste On Skylights Or � � ; The The Shipping Documents, But Are Less Than The Quantities Ordered Or The Final Claims Are Credited To The Customer By The Manufacturer In The PP Y g Y' P Y ire t;or, Of Tn Root And The installation Of Such Equipment As Air Condition O Translucent Panels. Units, Etc.. Quantities That Are Necessary To Complete The Metal Building According To The Amount Not To Exceed The Lesser Of The Maximum Total Cost Set Forth I Order Documents, Claim Is To Be Made To The Manufacturer. In The "Authorization For Corrective Work" Or The Total Direct Cost Of Use Wood Blocking To Elevate And Slope The Panels In A Manner That Aliows Per ! o Personnel Walking On The Pane, Can ause Damage. Workmen Should Step Or :�, Corrective Work. Moisture To Drain. Wood Blocking Placed Between Bundles Will Provide Additional Walk In The Broad Flat Areas Of The Panel And Avoid Stepping On The Panel DAMAGED OR DEFECTIVE MATERIAL: Air Circulation. When Handling Or Uncrating The Panels, Lift Rather Than Slide ai Damaged Or Defective Material, Regardless Of The Degree Of Damage, Must be ** IMPORTANT NOTE ** Enu And, Edges Which Can Be Bent By Careless Handling. if This Damage Is Them Apart. Burred Edges May Scratch The Coated Surfaces When Sheets Are � Severe, The Edges Must Be Straighter) ' Erection g Noted On The Shipping Documents By The Customer And Acknowledged By The Cost Of Equipment (Rental Or Depreciation), Small Tools, Supervision, Overhead Slid Over One Another. Never Allow Panels To Be Walked On While On The Gro g' g _en Prior To Since The Appearance n �n'n And/or Weather Tightr7ess Of The Fang! Could BeAr`fected. Dragging One Panel Carrier s Agent. The Manufacturer is Not Responsible For Material Damaged In And Profit Are Not Subjected To Claims. I � gg' g Across Another Can Cut Or Abrade The Coating Causing Unsightly Marks On The Unloading Of Packages Or Nested Materials, Including, But Not Limited To: � g g �'ght y Fasteners, Sheet Metal, "C" And "Z" Sections And Covering Panels That Become SHIPMENT ARRIVAL TIME: i Panel Surface. Wet And/Or Damaged By Water While In The Possession Of Others. Packaged Or Every Effort Will Be Made To See That The Carrier Arrives At The Jobsite On The o Nested Material That Become Wet In Transit Must Be Unpacked, Unstacked And Requested Hour. Manufacturer Makes No Warranty And Accepts No Responsibility Attempts To Erect Panels During Windy Conditions Should Be Availed To Prevent vS �I b Dried By The Customer. If The Carrier Is The Manufacturer, The Customer Must For Costs Associated With A Shipment Not Arriving At The Requested Time Unless Damage And Of Safety Considerations. (Allo � o .. Make Claim For Damaged Directly To The Manufacturer. If The Carrier Is A A Separate Agreement Has Been Made In Writing For A Guaranteed Arrival Time. I Q ~ N Common Carrier, The Customer Must Make The Claim For Damage To The Drainage I_eav;rg Dirt Piled .Against The Exterior Wall Panels At The Foundation Will Cause 0 LO a' Q o o Pane! Damage. This Dirt May Be Wet Or At Least Contain Some Moisture. Mud .— � oOf Common Carrier. The Manufacturer Is Not Liable For Any Claim Whatsoever N Including, But Not Limited To Labor Charges Of Consequential Damages Resulting j May Have Splashed Onto The Wall During Construction. Corrosion Damage May X `1 o v W Occur Where This Dirt Or Mud Contacts The Panel. In Areas Where Lime 0 ,iw N v v From Customer's Use Of Damaged Or Defective Materials That Can Be Detected Stabilization Of The Soil is Required, Corrosion Damage From The Soils Content o, x °' Q o w By Visual Inspection. Elevate Will Be Accelerated And Most Likely Be Severe. All Dirt Must Be Removed From � ,� � ry ry m EXCESSIVE MATERIAL The Panel Walls At The Time Of Completion Of Work, Pre -Painted Panels May - z z>_ v HN Touch-up Require Th !f The Coating Has Been Damaged During Handling Or Erection. w F- The Manufacturer Reserves The Right To Recover Any Material Delivered In Excess J z Of Those Required By The Order Documents. The Appearance Of The Building May Be Affected If Damaged Su .; Or Scrrrrc!res = � ° 00 Q Are Located In Highly Visible Places Sucn A r � a' � ry N Q OIL CANNING IS NOT A CAUSE FOR REJECTION 9 Y s Around D ors VJ CID r o 0 Dc-nr,ge s Extensive Then Replacement Of The Entire F,r `.:, t;onsdered. m o Q 0 ca v r --zV °�' itN U O O O i N .2 U 5 L Safety Commitment G n Q12 Types Of Finishes Damage From Condensation Or Trapped Water o N o Roof Maintenance Guidelines 0 N � o Oz Th Builder/Contractor Is Responsible For Applying And Obsei ving Al Pertinent ( Never Ste On Li ht Transmittin Panels Q ro QL '- SHOP PRIMED STEEL: It Is Extremely Important That The Panels Be Monitored For Evidence Or TrappedApplicable.- -----------------_. PP So t Rules And OSHA Standards As 1. Ins ect Roof For Damage After Heavy Storms. � � All Structural Members Of The Metal BuildingSystem Not Fabricated Of Corrosion Water Or Moisture Condensa"tion While Awaiting Erection. High Humidity Conditions y P g Y ITP S Or Unattended Roof Panels 0 z ❑ Y 9 9 Y -L--- El Resistant Material Or Protected By A Corrosion Resistant Coating Are Painted With Temperature Cycling Will Cause Condensation Between Panels Within The The Building Manufacturer Has A Commitment To Manufacture Quality Building 2. Inspect And Reseal As NecessaryAll Roof Curbs And Other Penetrations With ! M 0 _ With One Coat Of Shop Primer Meeting The Performance Requirements Of SSPC Bundle. Condensation Can Occur Frequently Near The Sea Coast Or Other Large ! , 0 v v; 9 Components That Can Be Safely Erected. However The Safety Commitment And Urethane Sealant. a Paint Specification No.15. The Coat Of Shop Primer Is Intended To Protect The Bodies Of Water. ;iq -r Q �3 Job Site Practices Of The Erector Are Beyond The Control Of The Building C'J Q w Steel Framing For Only A Short Period Of Exposure To Ordinary Atmospheric Manufacturer. 3. Always Get Manufacturer Approval Before Making Any Modifications To The I Q i w m Conditions. Shop Primed Steel Which Is Stored In The Field Pending Erection If Jobsite Covers Are Used, They Should Be Tied Away From The Bundle At Roof. y ti Panels May Collapse w Uj Should Be Kept Free Of The Ground And So Positioned As To Minimize Water Corners To Allow Air Circulation Around The Bundle. This Will Help Prevent It I. Strongly Recommended That Safe Working Conditions And Accident Prevention �� If Not Properly Secured z c Holding Pockets, Dust, Mud And Other Contamination Of The Primer Film. Repairs Moisture Evaporating From The Ground Or Building Floor From Condensing On The Practices Be The To Priority Of An Job Si P Y ° Q Top y y to 4. Repaint Any Areas That Are Susceptible To Rust As Required. V oo __J o Of Damaged To Primed Surfaces And/Or Removal Of Foreign Material Due To Panels. Plastic Or Other Impermeable Covers Are Not Recommended. Immediate 1 \\ m d- r- L i Improper Field Storage Or Site Conditions Are Not The Responsibility Of The Action Is Required If The Panels Are Found To Be Wet From Any Cause. The Local, State And Federal SafetyAnd health Standards, Whether Standard Statuary 5. When Performing Roof Maintenance Always \\�\\ i! Q y g ys Take The Following Precautions: � _ o 11 Manufacturer. The Manufacturer Is Not Responsible For Deterioration Of The Shop Bundles Must Be Opened And Each Panel Un -Stacked And Thoroughly Dried On Or Customary, Should Always Be Followed To Help Ensure Worker Safety. a. Use Fall Protection And Other Safety Protection As Required.! Scale: NOT TO SCALE Coat Of Primer Or Corrosion That May Result From Exposure To Atmospheric And Both Sides. Re -Stacking The Panel At A Slight Angle To Each Other To Prevent b. Do Not Walk On Roof Flashing Such As Gutter; Rake; Hip Or Ridge Flash. I Drawn by: DXN 12/5/19 Environmental Conditions, Nor The Compatibility Of The Primer To Any Field Nesting Will Allow Air Circulation And Assist In Keeping The Panel Dry. In Severe Mae Sure All Employees Know The Safest And Most Productive Way Of Erecting A c. Do Not Walk On Light Transmitting Panels LTP's . The Will Not Su Conditions Large Fans Can Be Used To Circulate Air Between The Un -Stacked 9 9 ( ) Y Support A Checked by srs 12/3/19 Applied Coating. Minor Abrasions To The Shop Coat (Including Galvanizing) Caused Is 9 Bui ding. Emergency Procedures Should Be Known To All Employees. Daily Meetings Person's Weight. i Roof Panels Must BP Completely Attached To The Purlins .And To Panels On Either B Handling, Loading, Shipping, Unloading And Erection After Painting Or Pane And Accelerate Drying. Damage To The panel Coating Occurs When Panels Hi li htin Safety Procedures Are Also Recommended. The Use Of Hard Hats, e Project Engineer: MJ Y 9� g' g g g g g y d. Guard All LTP's And Roof Openings. Sid Before They .,an Be A Safe Walking Surface. Light Transmitting Panels LTP s) 9 GalvanizingAre Unavoidable. MBMA 2012, Chapter IV 4.2.4. Become Wet And Are Allowed To stay wet. damage Can Occur To Nested Panels Rubber Sole Shoes For Roof Work, I � �: ( P ) Proper Equipment For Handling Material AndTrar;s;ucent Panels Can Never Be Considered As A Walking.Surface. Within 24 to 48 Hours. This Damage Shows Corrosion And Discoloration Of The e. Step Only In The Panel Flat Directly On Or In Close Proximity To A 9 Safety Nets Where Applicable Are RecommendedJob Number: 17-B-43926-1 Panel Surface And Is Common) Called Wet Storage. Stain Zinc Oxidation Or Supporting Roof Structural. GALVALUME: Y g I Partially Attached Or Unattached Panels Should Never Be Walked On! Galvalume Is The Trade Name For A Patented Steel Sheet And Coil Product White Rust". For The Purposes Of Determining Lift Requirements, No Bundle Supplied By The 6. After Other Trades Have Been On The Roof For Any Reason, Inspect The Roof I Sheet Number: R1 Of 8 Having A Coating Of Corrosion Resistant Aluminum Zinc Alloy. The Mixture Is Ma ufacturer Will Exceed 4,000 Pounds. For Further Information Also reference Not: For Damage Caused By Workers Including Chemical Or Solvent Spills, Scratches In ? Do N� Balanced To Obtain The Coating That Retains The Corrosion Resistance And Heat Tarp Th Bill Of Materials For Individual Member Weights Of Structural Members. If The engineer whose seal Reflectivity Of Aluminum And Galvanic Protection Of Zinc. The Best Properties Of Ad itional Information Is Required Contact The Field Service Department. The Paint Or Galvalume Coating, Excessive Foot Traffic And Punctures: Make Sure 1 S e i - L appears hereon is an That All Debris Or Scrap Left Behind By Workers Is Removed From The Roo3 t � On Rib At 0. Panel. PP employee l for the manufacturer for the Both Aluminum And Zinc Are Combined In This Coating And Offer Added Service Immediately. Avoid Using .Cutoff Saws. And Welding Equipment Over. The Roof'. The Life For The Building. ICE AND SNOW REMOVAL: Roof Must Adequately Protected. 2. Step !gear Crease In Rib At Edge Of Panel, materials described herein. Said Excessive Ice And Snow Removal Should Be Removed From The Roof Immediately r J seal or certification is limited Pre -Painted: To Prevent Damage To Roof And Possible Collapse. Do Not Use Metal Tools To FOOT TRAFFIC: 3. Step Within 5 Feet Of Edge Or ;Jnsecured Pane!. to the products designed and Using Galvalume Steel As A Substrate, Pre -Painted Steel Is Given An Additional rerrove The Ice Or Snow As This Can Damage The Paint And/Or Galvalume Keep Foot Traffic To A Minimum, Heavy Foot Traffic Can Cause Ponding On Low manufactured by manufacturer Rust Inhibitor Primer Coat. This Primer Coat Further Increases The Corrosion Co tin s. Also Be Careful Around Single Roof Panel eve Bei d s r, onl .The under g Pipes And Flashings. Pitched Roofs. This Is Particularly True Just Upslope From The Eave And At A = : g �a, n I Must Never He JSe., As A Work rlatfortr. Ai 0 1-,p A;pnrcved Y signed engineer is Resistance. These Coatings Are Applied To The Exterior Surface Of The Panels Q Be Extremely Careful If Your Roof Has Light Transmitting Panels. These Panels Will Endlaps. Runway Should Be Used For Work Platforms. (Consult OSHA SafetyAnd Health not the overall engineer of And A Wash Coat Designed Only For Interior Use, Is Applied On The Opposite Side. Air Circulation No Support A Person's Weight And Will Be Difficult Or Impossible To See If The Always Walk In The Flat Of The Panel Near A Supporting Roof Structural.Regulations For The Construction Industry). First! record for this project. Y pp g Do Not ., ndustr,�. Safety F ir..t. Galvalume And Pre -Painted Steel Can Give Excellent Service For Many Years If A Are Covered With Ice Or Snow. See MBMA Low -Rise Building Systems Manual, Walk On Trim Or In Gutters. May ; S. Harley Davidson, P.E. Few Rules Concerning Their Care And Maintenance Are Observed. All Of These Appendix A8 For Details On Snow Removal Procedures. These Procedures Should On Bare Galvalume Roofs,. Excessive Foot Traffic Ma Cause. Black Burnish Marks. Finishes Are Equally Subject To Damage And Corrosion When Care Is Not Provided. A Softening Of The Paint Film Can Occur With Pre -Painted Steel Under Wet Commence When Half Of The Design Roof Snow Load Is Realized. If Regular Foot Traffic Is Planned For A Roof, Provisions Should Be Made For A Florida P.E. 38305 Storage Conditions And The Durability Of The Panel Finish Substantially Decrease. Properly Designed And Installed Walkway System. In Order To Limit Access To The } PAINT AND COATING MAINTENANCE: Bare Galvanized And Galvalume Panels React More Quickly To Surface Oxidation DEBRIS REMOVAL: Roof, Roof Hatches Or Access Ladders Should Be Locked At All Times. A Sign Remove Smudge Marks From Bare Galvalume: Since They Lack The Additional Protection Of Paint. Zinc Coated Or Galvalume An Foreign Debris Such As Sawdust,Dirt, Leaves, Animal Droppings, Etc. Will Posted At The Access Site Stating That Only Authorized Personnel Are Allowed On Formula 409 Has Proven To Be Somewhat Effective. Lightly Rub With A Clean Panels Under Normal Exposure Form A Zinc Aluminum Oxide Film On Their Cause Corrosion Of The Roof GuttersTrim P , , Etc. If Left On The Building Surface The Roof. In Addition A Log Book Should Be Kept Of All Visits To The Roof And i Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Surface Allowing A Slow Oxidation Process Called "Weathering" To Occur That For A Long Enough Time. The Roof Should Be Periodically Inspected For Such The Reason For Such Visits. Smudge Marks. No Product Will Remove All Smudge Marks. Inhibits Further Corrosion. In Nested Bundles Constant Contact Of The Panels With Co ditions And If Found, They Should Be Rectified In A Manner Consistent With Remove Rust Stains: Condensed Or Trapped Water Prevents This Weathering Process. These Roof Maintenance Guidelines. Never Allow Treated Lumber Or DISSIMILAR METALS: Soft Scrub Without Bleach Has Proven To be Somewhat Effective. Rub With A Co crete/Mortar/Grout To Come In Contact With Roof Panels, Especially Galvalume Never Allow Your Roof To Come In Contact With, Or Water Runoff From Any Soft Cloth And Rinse With Water. Do Not Rub More Than Required To Remove Rapid Oxidation Of The Zinc or Zinc Aluminum Coating Can Now Occur And May For Extended Periods Of Time. Dissimilar Metal Including But Not Limited To: Lead To Stain. No Product Will Completely Remove Rust Stains. Red Rust' In A Short Time. If Discoloration Or Stains Are Minor A Copper, Lead Or Graphite, This Includes Copper And Arsenic Salts Used In Treated . . To Touch -Up Scratches In Paint (Not Bare Metal): Household Cleaner Of The Type Used On Porcelain Sinks And Bathtubs May Be PE IODIC INSPECTION: Lumber, Calcium Used In Concrete, Mortar And Grout. Clean Area To Be Painted With Mild Detergent. Rinse Thoroughly And Dry. Used To Remove Stains. Wire Brushing Or Abrasive Materials Should be Avoided All High -Strength Shall Be Periodically Be Inspected For Tightness. Particularly In Using A Small Artist's Brush, Lightly Apply A Minimal Amount Of Color Since Scratching Or Removal Of The Coating Could Occur. Panel With Significant Crane Buildings And After Seismic Or Wind Activity. The Crane Manufacturer Will Matched Touch -Up Pain Required To Fill/Cover The Scratch. Contact The Damage Should Be Replaced By The Buyer Prior To Erection. Sp cify A Minimum Period But It Should Not Exceed Two Years. crawl -)as been digitally signed. Building Manufacturer For Assistance With Ordering/Purchasing Touch -Up Paint As Needed. DR (NAGE: - ,� 1. Keep Roof Free Of Debris And Keep Debris Out Of Gutter To Allow Water (r �. �DA�%/j�r'r.,, .`` .......1••�• �� Quickly Drain From The Roof.•'Nfi,ENF .tSO 2. Do Not Use Wood Blocking To Hold Equipment Off The Panel Seams. This !r:,•;'w`� Blocks The Flow Of Water And Hold Moisture. No. 38305 Page 3. Do Not Allow Rooftop AC Units Or Evaporative Coolers To Drain Onto The R1 Roof. ( �'. STATE OF .�G W 4L Erection Guide4. Anything That Traps Or Holds Moisture On A Roof Will Cause Premature .•. ,cOR1C?�=•:��`. Date JuI 17 R Dec 05, 2019 07 Corrosion. I ,�f1''7t.15��A��`�,��• i rrlrmrrnr�a�►�`� Building Anchoraffe Erection Tolerances General Erection Notes It Is Extremely Important That Anchor Rods Are Placed Accurately .And In ERECTION BRACING: _1.) All Structural Framing Members, Purlins, Girts, Clips, Flange Braces Bolts 1. To Determine That The Foundation Is Square, Measure Diagonal Accordance With The Anchor Rod Setting Plan. All Anchor Rods Should Be P � m� Dimensions To Be Sure They Are Of Equal Length. It Is The Responsibility Of The Erector To Determine, Furnish And Install All Bracing Systems, Roof And Wall Panels, Etc. Must Be installed As Shown On Held In Place With A Template Or Similar Means, So That They Will Remain Temporary Supports Such As Temporary Guys, Beams, Falsework, Cribbing, Or Erection Drawings: 2. To Determine That The Foundation Is Level, Set Up A Transit Or Level Plumb And In Correct Location During The Placement Of The Concrete. A — And Use A Level Rod To Obtain The Elevation At All Columns. Final Check Should Correct Made After Completion Of The Concrete Wor And Other Elements Required For The Erection Operation (In Accordance With Section 3. Carefully Check The Location Of All Anchor Rods Against The Anchor Prior To The Steel Installation. This Will Allow Necessary Corrections To Be 7.10.3 Of ANSI/AISC 303, Code Of Standard Practice For Steel Building And 2.) It Is Extremely Important, Especially During Construction, That Panels At The Rod Setting Plan Furnished By The Manufacturer. All Dimensions Must Made Before Costly Installation Labor And Equipment Arrives. Bridges). Eaves, Rakes And Ridges Be Kept Secure. Be Identical To Assure A Proper Start-up. Template Stake Form Board Panel Cautions And Notes COLUMN ALIGNMENT TOLERANCES To Minimize Potential Of Corrosive Action At The Bottom Edge Of Wall Panels, The Dimensions Must r- Contractor Must Assure That The Following Procedures Are Followed: Q Be Equal T lean e T leran e Anch r Rods 1.) The Concrete Foundation Should Be Cured For A Minimum Of Seven (7) Days Before Wall p ( - , Panels Are Installed. (Uncured Concrete Is Highly Alkaline And Metal Panels Can Undergo 9 Y Varying Degrees Of Corrosive Attack When In Direct Contact With The Concrete.) After The I I I 1� I I Sheeting Notch Steel Line 500 (See Anchor Rod Plan) I B E I I Transit o iI Sheeti g Notch Shown II But May Not Be Required - - (See Anchor Rod Plan) Pre -Erection Notes: First Week Of The Curing Cycle, The Reaction Between Metallic Coatings On Steel And The Concrete Is Essentially Halted. I 2.) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel I 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 11 _ I 4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around a, 500 Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. o i p I i I Wall Panel - I I jClean Dirt From Around Panel BaseI v o { z Panel Notch (Shown) N � o Or Base Trim x - Foundation I a The Following Notes, Procedures And Suggested Recommendations Are Important Parts a o O r� C Of The Pre -Erection Process. Projection Of Anchor Rods (D) Given On Anchor Rod Plan I o cv v I o rn U N Z i 1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check 0 o The Job Site For Foundation Readiness Square, And Accuracy And Anchor Rod Size s ' - - '~ Cn oo c o q I X Z And Location. Sheeting Notch ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES ��__ 0 '� N v v i (See Anchor Rod Plan) ��/ (� �, x a) Q o w u0 uo The Drawing Shown Below Indicates A Method Which May Be Used To Check The Steel Line 4 \ � m Foundation And Bolts For Square. Slope Finished Grade I w o w Form Board g E Sidewall 1 Away From Building L /� z � v —� t 1 , wwI- * t O J Z emplate 500 500 500 .---- ;— �-' 01o U cc) Qcv Q c --- rn L CL "4-1— ------ - ---- — -- - - 24 o- �/- im c I 12 1 L00 6 Anchor Rods �' O a i U CM Q --�--Fastener Installation � c o Qo � L Correct Fastener Installation Is One Of The Most Critical Ste>s ttihen Installin Roof Wall '0 1" 0 1 I Panels. Drive The Fastener In Uniil It Is Tigr:t Arid The Washer is Firmly Seated. Do Not N Q r7 � � � � I -o Overdrive Fasteners. �� m p w I— w �p N� w A Slight Extrusion Of Neoprene Around The Washer Is A Good Visual Tightness Check. Always Q z u - Use The Proper Tool To Install Fasteners. A Fasten?;- i i,;er rScrew Gun) With A RPM Of O = Dimensions A, B, And C Given On Anchor Rod Plan l l 1700-2.000 Should Be Used For Self-Driliina Screws. 00\-600 RPM Fastener Driver ®C2J Q Should Be Used For Self -Tapping Screws. Discard Worn Sodk as These Can Cause The �� Q � w o Fastener To Wobble During Installation. Q w m (10 Q Q) Z >-0 Diagonals wLdE= o, Should w I 500 50o I 50o I Note: Always Remove Metal Filings From Surface Of Fanels At The End Of Each o -' Z •2 Be Equal Work Period. Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. co 0 00 _ a U of N <C O ) AISC Code Of Standard Practice For Steel Building And Brid es t Sidewall Scale: NOT TO SCALE 0 0 Tolerances For SettingAnchor bods Sidewall Drawn by.- DXN 12/5/19 Plan View Checked by-* srs 12/5/19 Correct Compression Too Tight Compression Too Loose Compression Project Engineer: MJ Anchor Rod Diameter Inches (mm) *Horizontal Variation Inches m Of Sealing Washer Of Sealing Washer Of Sealing Washer Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If 31, �,> Job Number: 17-B-43926-1 4 and 8' (19 And 22 mm) 4 (6 mm) The Diagonal Distance Between These Points Is As Noted, The Corner Is Square. 1„ 1„ 3„ Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts 13, 14 , 121 (25, 31, 38 mm) 8 (10 mm) MEZZANINE BEAM HEIGHT TOLERANCE Sheet Number: R2 of 8 Are Set Square. 14 , 2", 22 (44, 50, 63 mm) 2 (13 mm) Tape And Tube Sealant The engineer whose seal appears hereon is an employee Specified Column Proper Tape And Tube Sealant Application Is Critical To The Weather for the manufacturer for the Centerline Tightness Of A Building. Tape Sealant Should Not Be Stretched When materials described herein. Said Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On seal or certification is limited Steel Line The Roof That Can Be Installed In A Day. During Warm Weather, Store to the products designed and Sealants In A Cool m Of Dry Place. During Cold We ther (below 60°) Sealants manufactured by manufacturer TMezzanine Beam Must Be Kept Warm (60'-90') Untie Applicatio After Tape Sealant Has Been only.The undersigned engineer not the overall engineer of is B ottom Plate Applied, Keep Protective Paper In Place Until Panel Is Ready .o Be Installed. record for this project. _E S. Harley Davidson, P.E. E o Florida P.E. 38305 m +' Important Note �- -, co Concrete +l �, � I Elevation +i +l o All Details, Recommendations And Suggestions Contained In This Erection _ Guide Of This Drawings Set Are For General Guidelines Only, And Not Meant 0- To Be All-inclusive. Industry Accepted Installation Practices With Regard To All Areas Not Specifically Discussed In This Section Should Be Followed. Only Experienced, Knowledgeable Installers Familiar With Accepted Practices Should BASE PLATE AND ANCHOR ROD TOLERANCES Be Used To Assure A Quality Project. * It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal * Building Components .And Is Not Engaged In The Installation Of Its Products. Horizontal Variations Vary Depending Opinions Expressed. By The Manufacturer About Installation Practices Noted in ANCHOR ROD SETTING TOLERANCES On Anchor Rod Diameter. See Above The Erection Guide Are intended To Re'presen't Only A Guide. Both The Quality And Safety Of Installation And The Ultimate Customer Satisfaction With The Drawl as been digitally signed. Completed Building Are Determined By me Experience, Expertise, And Skills r,' ti�iq�rirrrrtrrfr Of The Installation Crews, As 'Jv'ell As The Equipment Available For Handling The Materials. Actual installation Operations, Techniques Arid Site Conditions Are Beyond The Manufacturers Control. *% �w No. 38305 Page cue R2S Erection Guide Date R : TA7Et)F::`; a� : :� Se ' 17 09 Dec 05, 2019 Q1�AL. jrrr�ppJ►tl t1t111t1��1, Tolerance (±) Height H/500 10' ill 4 12' -5-11 is 15' 3" 8 20' 25' 5» 30' 31, 45' 4 , 116' 60' 1, � 16 First Week Of The Curing Cycle, The Reaction Between Metallic Coatings On Steel And The Concrete Is Essentially Halted. I 2.) Top Of Finish Grade At Building To Be A Minimum Of Four (4) Inches Below Bottom Of Panel I 3.) Finish Grade Is To Slope Away From Building To Ensure Proper Drainage. 11 _ I 4.) Upon Completion Of Finish Grading, All Dirt Is To Be Cleaned From Around a, 500 Base Of Wall Panel Where It May Have Collected In Panel Notch Or On Base Trim. o i p I i I Wall Panel - I I jClean Dirt From Around Panel BaseI v o { z Panel Notch (Shown) N � o Or Base Trim x - Foundation I a The Following Notes, Procedures And Suggested Recommendations Are Important Parts a o O r� C Of The Pre -Erection Process. Projection Of Anchor Rods (D) Given On Anchor Rod Plan I o cv v I o rn U N Z i 1.) Prior To The Time The Erection Crew Arrives, A Responsible Person Should Check 0 o The Job Site For Foundation Readiness Square, And Accuracy And Anchor Rod Size s ' - - '~ Cn oo c o q I X Z And Location. Sheeting Notch ALIGNMENT TOLERANCE FOR MEMBERS WITH FIELD SPLICES ��__ 0 '� N v v i (See Anchor Rod Plan) ��/ (� �, x a) Q o w u0 uo The Drawing Shown Below Indicates A Method Which May Be Used To Check The Steel Line 4 \ � m Foundation And Bolts For Square. Slope Finished Grade I w o w Form Board g E Sidewall 1 Away From Building L /� z � v —� t 1 , wwI- * t O J Z emplate 500 500 500 .---- ;— �-' 01o U cc) Qcv Q c --- rn L CL "4-1— ------ - ---- — -- - - 24 o- �/- im c I 12 1 L00 6 Anchor Rods �' O a i U CM Q --�--Fastener Installation � c o Qo � L Correct Fastener Installation Is One Of The Most Critical Ste>s ttihen Installin Roof Wall '0 1" 0 1 I Panels. Drive The Fastener In Uniil It Is Tigr:t Arid The Washer is Firmly Seated. Do Not N Q r7 � � � � I -o Overdrive Fasteners. �� m p w I— w �p N� w A Slight Extrusion Of Neoprene Around The Washer Is A Good Visual Tightness Check. Always Q z u - Use The Proper Tool To Install Fasteners. A Fasten?;- i i,;er rScrew Gun) With A RPM Of O = Dimensions A, B, And C Given On Anchor Rod Plan l l 1700-2.000 Should Be Used For Self-Driliina Screws. 00\-600 RPM Fastener Driver ®C2J Q Should Be Used For Self -Tapping Screws. Discard Worn Sodk as These Can Cause The �� Q � w o Fastener To Wobble During Installation. Q w m (10 Q Q) Z >-0 Diagonals wLdE= o, Should w I 500 50o I 50o I Note: Always Remove Metal Filings From Surface Of Fanels At The End Of Each o -' Z •2 Be Equal Work Period. Rusting Filings Can Destroy The Paint Finish And Void Any Warranty. co 0 00 _ a U of N <C O ) AISC Code Of Standard Practice For Steel Building And Brid es t Sidewall Scale: NOT TO SCALE 0 0 Tolerances For SettingAnchor bods Sidewall Drawn by.- DXN 12/5/19 Plan View Checked by-* srs 12/5/19 Correct Compression Too Tight Compression Too Loose Compression Project Engineer: MJ Anchor Rod Diameter Inches (mm) *Horizontal Variation Inches m Of Sealing Washer Of Sealing Washer Of Sealing Washer Measure Along Adjacent Sides Of Foundation Using A Pair Of Dimensions Shown. If 31, �,> Job Number: 17-B-43926-1 4 and 8' (19 And 22 mm) 4 (6 mm) The Diagonal Distance Between These Points Is As Noted, The Corner Is Square. 1„ 1„ 3„ Diagonal Measurements Between Opposite Anchor Rods Will Indicate If These Bolts 13, 14 , 121 (25, 31, 38 mm) 8 (10 mm) MEZZANINE BEAM HEIGHT TOLERANCE Sheet Number: R2 of 8 Are Set Square. 14 , 2", 22 (44, 50, 63 mm) 2 (13 mm) Tape And Tube Sealant The engineer whose seal appears hereon is an employee Specified Column Proper Tape And Tube Sealant Application Is Critical To The Weather for the manufacturer for the Centerline Tightness Of A Building. Tape Sealant Should Not Be Stretched When materials described herein. Said Installed. Apply Only To Clean, Dry Surfaces. Keep Only Enough Sealants On seal or certification is limited Steel Line The Roof That Can Be Installed In A Day. During Warm Weather, Store to the products designed and Sealants In A Cool m Of Dry Place. During Cold We ther (below 60°) Sealants manufactured by manufacturer TMezzanine Beam Must Be Kept Warm (60'-90') Untie Applicatio After Tape Sealant Has Been only.The undersigned engineer not the overall engineer of is B ottom Plate Applied, Keep Protective Paper In Place Until Panel Is Ready .o Be Installed. record for this project. _E S. Harley Davidson, P.E. E o Florida P.E. 38305 m +' Important Note �- -, co Concrete +l �, � I Elevation +i +l o All Details, Recommendations And Suggestions Contained In This Erection _ Guide Of This Drawings Set Are For General Guidelines Only, And Not Meant 0- To Be All-inclusive. Industry Accepted Installation Practices With Regard To All Areas Not Specifically Discussed In This Section Should Be Followed. Only Experienced, Knowledgeable Installers Familiar With Accepted Practices Should BASE PLATE AND ANCHOR ROD TOLERANCES Be Used To Assure A Quality Project. * It Is Emphasized That The Manufacturer Is Only A Manufacturer Of Metal * Building Components .And Is Not Engaged In The Installation Of Its Products. Horizontal Variations Vary Depending Opinions Expressed. By The Manufacturer About Installation Practices Noted in ANCHOR ROD SETTING TOLERANCES On Anchor Rod Diameter. See Above The Erection Guide Are intended To Re'presen't Only A Guide. Both The Quality And Safety Of Installation And The Ultimate Customer Satisfaction With The Drawl as been digitally signed. Completed Building Are Determined By me Experience, Expertise, And Skills r,' ti�iq�rirrrrtrrfr Of The Installation Crews, As 'Jv'ell As The Equipment Available For Handling The Materials. Actual installation Operations, Techniques Arid Site Conditions Are Beyond The Manufacturers Control. *% �w No. 38305 Page cue R2S Erection Guide Date R : TA7Et)F::`; a� : :� Se ' 17 09 Dec 05, 2019 Q1�AL. jrrr�ppJ►tl t1t111t1��1, a PBR Roof Panels Suggested Method Of Purlin Attachment For BuildinAccessories Roof Jack Installation when Not Supplied By Buildin Manufacturer Note: Roof Panel - ___ For_ PBR Roofs With Ridge Panels, It Is Recommended That Both Sides Of The Additional Insulation- _____-- General Installation Notes_ Ridge Be Sheeted Simultaneously. This Will Keep The Insulation Covered For The May Be Required To Fill - ---- Purlin Purlin • Do Not Use Galvanized Roof Jacks, Lead Hats, Or Other Residential Grade Roof Jacks. m� Maximum Amount Of Time And The Panel Ribs Can Be Kept In Proper Alignment The Eave Strut And Purlin These RoofJacksDo Not Have 20 Year Service Life And In Case Of Lead Hats W'iil For, The Ridge Panel. This Is Critical On The PBR Panels So That The Ridge Caps Prevent Condensation; * Cause Galvanic Corrosion Of The Roof Panel Can Be Properly Installed. Check For Proper Coverage As The Sheeting Progresses. In Certain Climate Regions 2 Fasteners Use EPDM Rubber Roo' Jacks With An integral Aluminu�. r; ' Minimum { % 9 n Band Bonded Into ne Insulation Perimeter Of The Base. EPDM Roof Jacks Have A Temperature Range From -657 -10 I „Maximum Maximum p 1 Double Faced Tape I (Not By Metal Building * 212•F. Use Silicone Roo Jacks For High Temperatures. Silicone Roof Jacks Have A I Manufacturer) Clip * Temperature Range Of 1007 To 437°F. Insulation To Be Used To Secure I Clip * Fastener Retrofit Roof Jacks Are Available For Applications in Which The To Of The Pipe Is P � Insulation. ; Note: * Inaccessible, Eliminating The Possibility Of Sliding The Roof Jack Over" The Trim Insulation And Turn Vinyl Hanger Type Adapter g Y g To Of The (Not By Metal Building I*Han Hanger Pipe. P Manufacturer) I Back. Insulation Must Not Be * g * Hanger • Do Not Use Tube Sealant To Seal: The Roof Jack To The Roof Panels. Use Rol Tape o p A I � Exposed To Weather 150 LB. 2 Fasteners 100 LB. 100 LB. Sealer Between The Roof Jack And The Roof Panel And Attach The Roof ,Jack To The Maximum Minimum a Wall Panel I Maximum Roof Panel With Fastener 4 - 14 X �" LL SD W 'washer At 1» O.C. Around The Insulation Maximum # 4 a " ' '� Not B Metal Building Base Of The Roof Jack. See Table Below For Quantities. Fiberglass Insulation I ( y g Clip Connection ClipConnection Fastener Type Adapter T Manufacturer) p p Trim The Top Of The Roof Jack To Fit Over .he Pipe, Roll Down The Roof Jack Over a 3 To OUTSIDE Of Building To Purlin Web To Purlin Flange The Pipe And Apply Tae Sealer For The Perimeter Of The Roof Jack Base Between $ I 5 I TO Purlin Flange The Roof Jack And he Roo; Panel. App,, ape Sever Around The Pipe And Install 2 I Vapor Barrier To T' ` I Apply T p a A 4 INSIDE Of Building Stainless Steel Clamp (Not By BId'g. Mfr.) Over The Top Of The Roof Jack And Firmly Purlin Purlin Tighten To Form A Secure Coml,ression Seal. Eave Detail If The Pipe Diameter is So Large To Block The Flow Of Water Down 1'he Roof Panel, A (See Erection Drawings)um Flat Base Roof Curb Must Be installed Into The Roof And The Roof Jack Will Be * 2 Fasteners 1" Max?m Insulation Sealed To The Curb. A Two Piece Curb May Be Required When The Top Of The Pipe is Minimum Inaccessible. The Insulation * �" Maximum c tration Should Be Protected From Moving Ice Or Endwall Panels Clip In Northern Climates, .he Pipe Penetration Sidewall Panels (Not ot By Metal Building Snow With A now Retention System Immediately l p Slope From The Pipe. Wall Panel Manufacturer) o 0 Note: * Angle * Angle Panel Profile Varies Install The First Run Of Roof Panels Across The Building From Eave To Eave Or I Trim Insulation And Turn Vinyl * Hanger Eave To Ridge. To Allow Proper Installation Of The Rake Trim, The Starting Back. Insulation Must Not Be* 2 Fasteners * Hanger 2 Fasteners I Location For The First Panel Must Be As Shown In The Rake Details Included With ; Exposed To Weather 150 LB. Maximum Minimum Minimum 100 LB. Maximum The Erection Drawings. When The First Run Is Properly Located And Aligned With I At Each Purlin At Each Purlin i o Finish Floor i The Correct Endlaps And Eave Overhangs, Fasten To Purlins. Roof Panels Should Be Installed So That The Sidelap Is In A Direction Away From Prevailing Wind. I Clip Connection Angle Connection Refer To Appropriate Lap Details Included With The Erection Drawings. j 7a To Purlin Web To Purlin Flange Install Remaining Roof Insulation And Panels. To Avoid Accumulative Error Due To 7 —z Q Panel Coverage Gain Or Loss, Properly Align Each Panel Before It Is Fastened. Do Not install Purlin ®® ®® / �% N �y Occasional Checks Should Be Made To Ensure That Correct Panel Coverage Is Base Detail clips of any kind on ®®®®®®® ®®�®®® V) I the Flange of the a' Maintained. Special Attention Should Be Given To Fastener, Sealant and Closure (See Erection Drawings) Purlin Correct Incorrect i� - .__ CO ; 0 to Requirements. Refer To Details Included With The Erection Drawings. co ,o .2 v N o 0 �o v' p Qrr) o At Finishing End Of Roof, The Last panels May Require Field Modification For Sidewall Panels Should Be Installed So That The Panel Sidelap Is In A Direction �' a=+ o o � _J `� Q) Installation Of Rake Trim. Refer To Rake Details Included With The Erection Away From The Prevailing Wind. Refer To Appropriate Lap Detail Included With * Denotes Material Not Provided By Metal Building Manufacturer. X co J o v W Drawings. DO NOT BACK LAP THROUGH FASTENED ROOF PANELS. Erection Drawings.) 0 � `t v v The Total Hanger Load Shall Not Exceed The Design Collateral Load For Install Pipe In Center To Allow Base Of Roof Jack To Lay Flat on Panel lich 6 " o __J Q o 0 The Building. Example: Cannot Encompass More Than 75% 0# Panel. c' v Q w NOTE: Roof Types And Installation Requirements Will Vary. Refer To The Note: g P o � CO Appropriate Details For Specific Panel Used. Check Periodically To Ensure That All Panels Are Aligned And Plumb. 5-0 (Purlin Spacing) X 5-0 (Hanger Spacing) X 6 PSF (collateral Load) z z >-❑ 150 Lbs. LiJ w i= IMPORTANT: Loose Fasteners, Blind Rivets, Drill shavings, Etc.. Must Be Removed See Cover Sheet For Design Collateral Load For This Building.Panel Profile Varies - o Q -' z From The Roof To Guard Against Corrosion. 9 Note: If The Building Is Designed For 0 PSF Collateral LoadThen Adding - V'ent Pipe -- M o 0- ao Q An Suspended System i.e. Duct Work, Piping,Li hts Ceilings, Etc. Will \ (Not By Bldg. Mfr.) M Q_ a' N Q Y P Y ( 9 9 ) m °�' � 0 0 Correspondingly Reduce The Design Live Load. Stainless Steel Clamp rte- foil Roof Jack 6 °0° U Pre-Drilled 0 Wall Panels Template Sheet (Not By Bldg. Mfr.) ; Dawn a m � � Roof Curbs When Not Supplied Building Manufacturer Roof Jack N Lo o °� Proper Horizontal And Vertical Alignment Of Supporting Structure `(Girts Or Other p y g ec > v) c o a o Framing) Is The Responsibility Of The Installer. Failure To Align The Secondary Fastener #4 G p ,`moo � Q� members Properly Prior To Wall Installation Can Have A Direct Impact On The STEP'7» , f- N o o o - 4 14 x a L_ SD W/Washer Q N � z Lo z Final Appearance And Performance Of The Installed Wall System For Which The / �_ At 1" J.C. Metal Building Manufacturer Is Not Responsible.�\\�—i � -' ❑ ❑ ° Gu Base Length __ \ O � Before Installing Wall Panels, The Girts Must Be Aligned To A Level Position So ° ° Down That There Is No Visible Sag. This Should Be Done Directly Ahead Of Panel Hill Hui �CO J Q 2 �' '- Min. � _ o �., Installation. 6 1 0 �a <� m o Min. Endlap One Run Tri--Bead Tape Sealer Roof Curb 7,, x 3" HW504 - Vent Pipe �i Q z j U Girt Leveling May Be Accomplished By Standing A Section Of Gable Angle _ Endlap �-' 0 8 16 (Not By Bldg. Mfr.) Ld J F Vertically Against The Outside Girt Flanges At Approximate Mid-bay Location. - o o a 3 When Girts Are Level, Attach The Girt Flanges To The Angle With Vise Grip Pliers `° Stainless Steel Clam -- R Lo U 00 FJ-- Or Temporary Screws. Wood Blocking Cut To Fit The Spaces May Also Be Used 4 Max. P Tri-Bead Tape Sealer v N Q o For Alignment. (Not By Bldg. Mfr.) Roof Panel 8 X T6 HW504 Scale: NOT TO SCALE Note: r ....: /,.- - Roo Jack Drawn by.- DXN 12/5/19 Roof Panel � L Stacked Sheets �. Temporary Girt Blocking Is Not Recommended On Concealed Fastener Panels. The / " = Checked by. srs 12/5/19 To Be Drilled ---i �„ _ \\ Fastener '4 Removal Of The Blocks After Panel Installation Can Cause Oil Canning. Purlin Line Floating Panel ST�_ p r I �/ # Support `�_� 4-14 x 8" LL SD W/Washer Project Engineer. MJ PP 1 ---1 / Frame Indicates Roof Panel Support location At 1" O.C. Job Number: 17-B-43926- 1 A& Indicates Curb Base Support location Eave Strut Up Lift Plate \ \ \ Keep Edges and Ends Curb Base Sheet Number: R3 of 8 (If Required Of Panel Aligned 71, � The engineer whose seal Tri-Bead Tape Sealer gx 1s _ Vent i appears hereon is an employee Screw Alignment Panel Section A HW504 Pat.. for the manufacturer for the 9 Q (Insulated When Specified) j l,Not By Bidg.%1fr.) materials described herein. Said C (Through Fastened Panel Only) seal or certification is limited Girt --�� -Roll Roof Jack Up over Hi%x504. to the products designed and Note: Stainless Steel Clam I I Install Stainless Steel Clamp And P g Wood Blocking After DrillingPanels, It Is Important P m e an manufactured t To Clean Metal Filings Off All P i factured b p Panel Surfaces � manufacturer 9 ; i r Y (Not By Bldg, Mfr.) i � Tighten Around Roo. Jack. Including Between Panels That Are Not. Installed That Day, To Avoid Rust Stains. Cell Cap Down Cell Cap Up \, only. The undersigned engineer is Hill Outside D Hill Inside li \ �\ not the overall engineer of Note: / \'`' record _ Roof Jack d for this protect. Wall Panel Type And Installation Details Will Vary. Refer To The Erection Drawings/ \ And Details For The Specific Panel Used For Your Building. STF P 3 1 Panel Rib Profile i ' ! ��- \ \ Fastener #4 S. Harley Davidson, P.E. 4-14 x 8» LL SD W/Washer Florida P.E. 38305 \ At 1" O.C. The Curb Details Shown Illustrate The Building .Manufacturers Recommended Curb ®®®®® Sidewall Insulation Contact Tape Style And Installation Method. It Is The Erector/Installer's Responsibility To Provide % \ Must Meet Endwall `� `�`� The Proper Curb Style And Install Them In Accordance With The Procedures Insulation To Seal Insulation Established By These Details. Failure By The Erector/Installer To Follow These Tri-Bead Tape Sealer a xis Corner Recommendations May Result In The Curbs Damaging The Roof System Or HW504 Excluded From Warranties. Base Angle/Trim Wall Panel All Roof Curbs To Be: Contact Tape 1. .080 Aluminum Or 18 Ga. Stainless Steel (No Galvalume(D Or Galvanized). If Walls Are To Be Insulated With Blanket Insulation Over Girt Girt Flanges, Base 2. Panel Rib To Panel Rib (No Flat Skirt Or Lay -Over Curbs). 3. Installed With Down Hill End Over Panel And Up Hill End Under Panel Application And Eave, Place A Continuous Run Of Contact Tape Along The Eave Strut And For Water Flow At Panel Splice. wl Draas been digitally signed. Base Member. 4. Up Lift Prevention For Clip Applied Roof Systems Are Required If: �,r►,parr Note: a. Wind Loads Exceed 110 MPH. �_ ti►► rrlr,rr b. Curb Base Crosses A Purlin.` Y DAP/ At The Base, Cut Off The Insulation A Minimum Of Above The Bottom Of The ,��Q Wall Panel. This Will Prevent The Insulation From Hanging Below The Wall Panel 5. Supported on (4) Sides By Primary Or Secondary Framing. uw� �` .••''�CENS�r's01. And Wicking Moisture. 6. Maximum Single Curb Weight Recommended Is 1500 Lbs. N. ..� r No. 38305 Page s 'G; 'cc Erection Guide R3 STATE OF tti Date Rev '�. •.; a ; Jul 17 1 06 Dec 05, 2019�Al- rrrrrrnnnul�►�� Single Skin Wall f lane) Outside Closure Requirements at Rake Rake Angle Rake Trim (Profile Varies) Outside Foam Cl, (See Chart and Not( Wall : (See Chart) Detail at Foam Closure Rake -' Rake Trim (Profile Varies) GD06003 PBR Roof Panel )ate e19 R02 Fastener And Tape Sealant Location Feb' itside Metal Closure N429 or HW429A (See Note #3) Detail at Optional Metal Closure For PBR Panel Only Notes: 1. Outside Panel Closures are Required at all Sheeted Endwalls. 2. PBR Wall Panel Outside Foam Closures HW456 Required for Roof Slope 4:12 or Less and HW422 for Roof Slope Greater Than 4:12. Field Form/Notch HW422 to Panel Profile. 3. PBR Wall Panel Outside Metal Closure HW429 for Roof Slope 0 :12 Thru 12 :12 and HW429A for Roof Slope Greater Than 3� :12 Thru 4� :12. 4. Rake Slide Trim Required for All Standing Seam Roofs and at Screw Down Roof Runs Greater Than 100'-0" 5. Foam Closures are Required when Job Requires Air Infiltration or Sealed Wall Requirements, See GD16002. Rake Angle RA1 Rake Trim (Profile Varies) L Rake Slide Trim — F215 (See Note #4) Outside Foam Closure Shown Metal Closure Optional Wall Panel (See Chart) Detail at Rake Slide Trim PBR Roof Panel Fixed Ridge Detail Fastener #4 4"-14 x 8„ LL SD W/Washer r (6) Required T I I Fastener #3 12-14 x 1 "' LL SD W/Washer PBR Roof Panel Insulation (Not by Metal Building Manufacturer) Tape Sealer 1" x 3" HW506 Optional Ridge Insulation Trim F684 Wall Panel Foam Closure PBR HW456/HW422 AVP HW465 PBU HW460 VistaShadow HW465 N u Wal I H W424 PBC HW462 PBD HW463 ShadowRib HW412 Designer Series (Fluted Only) HW4037 RBR (Reverse Rolled PBR) HW455 RBU (Reverse Rolled PBU) HW459 7.2 H W461 Die Formed Ridge Cap F52 GPR06003 to Rev ,v'19 04 C12 10 Fastener #4 4"-14 x e' LL SD W/Washer (6) Required s o� a Peak Purlins Note: Install optional ridge insulation trim F684 as insulation and roof sheeting is being applied. Temporary attachment, if required, is not by metal building manufacturer. Page GPR00011 Date Rev Apr'19 1 01 .�cc yr i�u7v i v All Roof Members Except As Noted Below gee urr<u�+u I � At Eave Strut Panel End Lap And Peak Purlin Note: Screw patterns shown satisfy U.L. 90 requirements for roof. PBR Roof Panel Section Thru Fixed Ridge Sym. 3 Fastener 03 Tape Sealer 1" x 3z 12-14 x 14" LL SD W/ HW506 Continuous Washer At 5"-7"-5" Die Formed Ridge Cap F52 PBR Roof Panel Optional Ridge Insulation Trim F684 Insulation (Not By Metal Building Mfr.) Peak Purlin Sheeting Direction Fastener #4 4-14x8"LL SD W/Washer l'—ft" n r. PBR Roof Panel bPR04016 Side Lap And End Lap Details Date Rev Apr'19 04 Fastener #4 Prevailing Wind 4-14 x 8" LL SD W/Washer At V-8" O.C. Panel Sidelop Detail At Low Eave (When required, may require attachment before installing roof panels) rage GPR06004 PBR Roof Panel - Classic Southern Standard and Southern Large Gutter WPR02001X to Rev Sheeted Wall Date Rev pr '19 04 May '19 09 Fastener #4 Note "A" 1- Screw must be installed through the Tape 41-14 x �r LL SD W/Washer P Ta e Sealer HW506 Sealer to ensure a water tight connection. 6" Long Gutter Support -� r PBR Panel Section A Gutter Support Standard F893 (shown) Large F3357 attached with (3) Fastener #4 4-14 x 8" LL SD W/Washer (See Erection Drawings for Spacing) Eave Gutter Standard F760 (Shown) Large F4130 Lave Trim F2955 1Fastener #14 81„o x All 3'-0 O.C. Fastener #4 4-14 x 8" LL SD W/Washer at V-0 O.C. Fastener #3 12-14 x 14" LL SD W/Washer See Sheeting at 5"-7"-5" O.C. Layout Inside Panel Closure HW455 with Continuous Tape Sealer 1,: HW506 top and bottom a 11 A„ Note "A" I I Fastener #14A I 8„ o „ X 8 571 '-0" O.C. Existing Eave Strut Not by Mesco Existing Wall Panels Not by Mesco PBR Roof Panel Peak Box At Fixed Ridge / Fastener #4A 4-14 x 8" SD W/Washer At Wall Panel High Ribs Peak Box (See Chart) Existing Sheeting Angie Not by Mesco Outside Panel Closure See GDO6003 Fastener #4A 4-14 x 8" SD W/Wcsher At Wall Panel High Ribs GPR05001 X Date lRev Apr'19 1 06 Faster. '4 4-14 x LL SD wti'G 'N/sher (10 Required k Box hake 1 Mire Min. f\IaKe i'Im------�I Fop View,) 6 O � a i_ ll lcement Note: Flashing profile varies dependent on the building order. A.tiachrnent as illustrated is applicable for all profiles. r.m `b) _ 1 Mire Min. f\IaKe i'Im------�I Fop View,) 6 O � a i_ ll lcement Note: Flashing profile varies dependent on the building order. A.tiachrnent as illustrated is applicable for all profiles. r.m Southern 5outnern Northern I Northern Profile Standard Large Standard Large Cascading F1519 F1585 F1672 F1760 Classic F160 F4153 F381 F1024 Contoured F2219 F2285 F2372 F2460 Signature F916 F3853 I F236 F1018 PBR Roof - Eave Gutter End Lap Installation W P R04002 ite Rev lav 19 05 (12) Fastener #14 required at lap f fi fi t Southern Standard F760 I / Fosterer #14 / 11„0 xj„ 2” c-. c. mcx. (For piacernent see dctaiis below) (Profile varies, Nortf ern Standard F391 shown) (15) Fastener ?#14 required cit lcp fifiti Southern Lane F41. O (e, " max. 2,::; o.c. Typical Spacing t17- 1 1 c.1i;.rp required _. lap Nortnern Standard F39' Northern i-arge 'x883 Scale: NOT TO SCALE Drawn by.- DXN 12/5/19 Checked by.- srs 12/5/19 Project Engineer: MJ Job Number: 17—B-43926-1 Sheet Number: R4 Of The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Drawl as been digitally signed. Ida. 38305 �''� srarE aF ••civ rj��rrrrrt 1111 t ptt��`, C 0 .Q i U a� O O Q) C 0 Q) U E 0 — caCL N o Cn0 r` c I O o 0 cn _ CD 're" . U N U O o rn Q r7 O 00O J ~ � z L C N O xv F l U O U 1rn N�/ N -1Q O A IM O � m w C ? W W -t :3 U 0 —J U rn o Uo0Q rn F- N Q C C U 0--- pp co I U U C J V a)'ll :r V3 W C N U LO 0 QL? r0 O Q n L? � Q rN � J (Q I I ❑ l_J O Z lL 0-0 � U < LJ o Q �>-m Z>U co w w cn UoO� p U lr N Q Scale: NOT TO SCALE Drawn by.- DXN 12/5/19 Checked by.- srs 12/5/19 Project Engineer: MJ Job Number: 17—B-43926-1 Sheet Number: R4 Of The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only -The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Drawl as been digitally signed. Ida. 38305 �''� srarE aF ••civ rj��rrrrrt 1111 t ptt��`, Page PBR Roof Panel - Southern Standard and Southern Large Low Eave Rake WPR04004 Date I Corner with Eave Gutter - 14" Wall Panel Mav'19 R07 Tape Sealer H W506 Mitered Rake Trim Standard F764L (Shown) F764R (Opposite) Large F4150L (Shown) F415OR (Opposite) eterml�e Field Determine Fastener #4 J-14 x J" LL SD W/Washer Rake Trim to Roof Panel 1'-0 O.C. max. End Cap Standard F761R (Shown) F761 L (Opposite) Large F4131R (Shown) F4131 L (Opposite) Gutter Fastener #4 -14x8"LL SD W/Washer 3" O.C. max. Fastener #14 8» o x All 2" O.C. max. (9) at Standard- (10) at Large rield cut 43" a Notch to allow i i Rake Trim to Gutter connection with overlap lip of F797 - 32"x4" and 4"6" Downspouts Gutter Mitered Eave Gutter Field Cut flush Standard with Face of Panel F760R (Shown) or Trim F760L (Opposite) (1) Per Side at F797 AVP/Vistashadow Large Details Below) F413OR (Shown) F313 (14'-6") F4130L (Opposite) F215 \,-Fastener `- Urethane Tube Fastener #14 Fastener #4A J„ o x " 16 2" O.C. max. 4" Bead (12) at Standard Lower Downspout (14) at Large (1) at F797 1.) Apply Tube Sealant to End Cap bottom and side tabs. Install Cap at a field determined distance in from the end of the Gutter. Inspect after installing and seal any gaps with Tube andard Sealant. rge 2.) Attach Eave Gutter to Roof Panel locating end past face of Panel or Trim. (See Gutter Placement) of Panel 3.) Align edges of Eave Gutter and Rake Trim and attach Rake im Trim as shown. Apply Tube Sealant along edges to seal. Gutter Placement 4.) See Eave and Rake Construction Details included with Erection Drawings for attachment of Eave Gutter and Rake Trim to Roof and Walls. PBR Roof Panel - Southern Standard And Southern Large Classic Bake Trim - Sheeted Wall Rc Standard F764 Largs Existing Sheetin Not b) See Detail Outside Panel Closure See GD06003 Rake Trim Fastener #4A 4-14 x J" SD W/ Washer At 1'-0" O.C. WPR05002X Date Rev Mav'19 08 41-14 x $ SU W/ Closure Washer At 1'-0" O.C. See GD06003 Standard Alternate For Roof Runs 100'-0" Or Less For Roof Runs Greater hon 100'-0" P[3R Roof Panel r-Qyc WPRO5010 Classic Rake Trim End Lap Installation Detail - 14" Wall Panel Date Rev May'191 05 Fastener #4 4-14 x $" LL SD W/Washer _L SD W/Washer At 3" O.C. (Trim Color, For Profiles (Trim Placement See Details Below) I I I 1 I I / Backside View Of Lap Fastener #4 (4) Required At Lap Urethane Tube `--'-'-' HW540 4" Bead Over Tape Seale Fastener #4 Fastener #4 (4) Required (4) Required At Lap At Lap ■ Field Lo( Opening Roll Form Downspout Layout - (4) Fastener #14 1 /8" x 3/16" Downspout Strap F-797 (TYP) See DP00011 thru DP00014 For Downspout Strap Fasteners (6) Fastener #14 1/8" x 3j16" (TYP. At Splice) Note: 1. Refer to the building erection drawings for the spacing of the downspouts. 2. Locate all downspouts over a panel major rib if possible. tr Fastener #14 3• Afield splice is required for eave heights greater than 16-0. Always measure the required (7J Required Fastener 14 length starting at the swaged end. After cutting to length, insert the Swaged end of the cut ) q # (7) Required Fastener #14 downspout into the top of the lower downspout. At Lap (7) Required At Lap (8) Required 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid At Lap At Lap point of downspout longer than 10'-6". See DP0001 i thru DP00014 for downspout strop fasteners. Southern Standard F764 Southern Large F4150 Northern Standard F375 Northern Large F1008 DP00001 Rev zr'19 1 03 rage Light Transmitting Panel (LTP) Page Page Downspout Strap Attachment DP00011 GPR25102 gage PBR, RBR, AVP, Vistashadow, & IMP Fully Sheeted Wall Date Rev PBR Roof Panel Date Rev PBR Roof Panel -Perimeter Trim Reference WPR00001 PBR Roof I WPRo000 Feb '17 03 Standard Placement Guidelines A r'17 0o Classic Southern Standard Trim Perimeter Trim Reference -Trim Fastener i Marti; ware--rftev. I Date Rev Apr May '19 07 tlAv'iaj/'15� 10*Note: Roof Panel and Light Transmitting Panel to span a minimum of (~2) purlin spaces A minimum of 4" is required for panel endlaps. The non -insulated LTP may be field cut or endlop under Fastener #4A the up -hill roof panel a maximum of 1'-0". Insulated LTP should not be cut in field. I� 6'-0" min. �— 4-14 x„ SD W/Washer 6'-0" �y I (1) at F797 Downspout Strap min. s (2) at F81, F903 and F1829 F797 - 32"x4" and 4"x5° Downspouts Eave Trim Eave Trim LAP c. s.r:: vented Ric _ support Angie — — ❑ GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP tel Clasure Lon tudinol Ridge F81 - 6"x6' Downspout - N T - - - - --- -- ------ -�_- v Usa; — v404n yG — Fastener 14 _ r- F771 2' LAP H1,A' eHW4041 SA85 # F1829 8"X8" DownspOUt Purlin N _ _ v — F760 2' LAP F761 F643/F635 F893 "O x" Pop Rivet SS _ 1" 1" (Typ,) E a N __ — Fastener #4A 1/4-14 x �" 1'-0" Tube Sealant (3) Fastener #3 (3 Fastener 3 F903 92 x92 Downspout ) # - zo'-D" Long o o o oc �: ° a� Fastener #4 1/4-14 x b" 42" Tube Sealant 19" Tube Sealant (12) Fastener #14 2) Fastener #4 1/4-14 x fig" SD W/Washer (8) Fastener #14 Trim 12--14 x LL SD 12--14 x ta" LL SD (1) Per Side at F797 - - a - Purlin E E o LL SD W Washer 12 Fastener 14 ) # LL SD W Wosher 1'-0" O.C. Color �, ( ) 12 Downspout = Purlin / # ( Fastener 14 Trim Color (2) Per Side at F81, F903 ( yp.) - w/Warner w,Nmsner `o o T E E c 1'-0" O.C. Trim Color Trim Color (4 x5" Shown) n E `= o (TYP•) w Roof Color Fastener #14A (2) Fastener #4 1/4--14 x g' (2) Fastener #4 1/4-14 x g" and F1829 PBR Wall Panel Attachment - - b — — — c �_ — — Roof Color (1) Fastener 4 1 4-14 x 5'-0" O.C. W/Washer a! # / �" LL SD W Washer LL SD w Washer a— J LL Trim Trim Color Roof vlor Roof Color - - Purlin f(Typ.) 7_'-4" cl1e Mastic 2'--4" Tope Mastir_ Fastener #4A -� - - --'- - 797 4-14 x g" SD W/Washer Downspout Strap (1) at Fer F797 - 32'x4" and 4"x5" Downspouts (2) at F81, F903 and F1829 F81 - 6"x6" Downspout F1829 - 8"x8" Downspout Fastener #14 F903 - 92"x92" Downspout J" O x J" Pop Rivet SS (1) Per Side at F797 Downspout (2) Per Side at F81, F903 RBR Wall Panel Attachment (4"x5" Shown) and F1829 Fastener #4A -�' a Seal Downspout to -� Fastener #14 a 14 x $" SD W/Washer Gutter connection with 1"� x t 1, Pop F797 - 32"x4" and 4"6" Downspouts Tube Sealant HW540 1 Rivet SS At (2) at F81, F903 and F1829 F1829 - 8"x8" Downspout 2" O.C. (For F903 - 92"x92" Downspout Upper Downspout —y - Placement, See (1) Per Side at F797 AVP/Vistashadow F320 (10'-6") Details Below) 2" LAP F313 (14'-6") Field Work F215 N Q ' Urethane Tube v coJ~ Fastener #4A Sealant HW540 Downspout Strap 4" Bead Fastener #4 1/4-14 x LL SD W Washer / 1'-0" O.C. Fastener #4A 1/4-14 x J" SD W/Washer Lower Downspout F797 - 32"x4° and 4"x5" Downspouts (1) at F797 F320 (10'-6") Rake Trim (Profile F81 - 6"x6" Downspout F313 (14'-6") Varies, Southern Fastener #14 F903 - 92"x92" Downspout Standard F764 Downspout (1) Per Side at F797 Shown) (2) Per Side at F81, F903 IMP Wall Panel Attachment RAKE CAP Fastener #4 (4) Required Expansion Ridge Trim N At Lap Inside Closure Outside Closure L.I- ct of N Q Downspout Kickout --.. F321 mr U 00 — - (4) Fastener #14 1 /8" x 3/16" Downspout Strap F-797 (TYP) See DP00011 thru DP00014 For Downspout Strap Fasteners (6) Fastener #14 1/8" x 3j16" (TYP. At Splice) Note: 1. Refer to the building erection drawings for the spacing of the downspouts. 2. Locate all downspouts over a panel major rib if possible. tr Fastener #14 3• Afield splice is required for eave heights greater than 16-0. Always measure the required (7J Required Fastener 14 length starting at the swaged end. After cutting to length, insert the Swaged end of the cut ) q # (7) Required Fastener #14 downspout into the top of the lower downspout. At Lap (7) Required At Lap (8) Required 4. Downspout straps F797 are Located at the bottom of a downspout, below a splice, and at mid At Lap At Lap point of downspout longer than 10'-6". See DP0001 i thru DP00014 for downspout strop fasteners. Southern Standard F764 Southern Large F4150 Northern Standard F375 Northern Large F1008 DP00001 Rev zr'19 1 03 rage Light Transmitting Panel (LTP) Page Page Downspout Strap Attachment DP00011 GPR25102 gage PBR, RBR, AVP, Vistashadow, & IMP Fully Sheeted Wall Date Rev PBR Roof Panel Date Rev PBR Roof Panel -Perimeter Trim Reference WPR00001 PBR Roof I WPRo000 Feb '17 03 Standard Placement Guidelines A r'17 0o Classic Southern Standard Trim Perimeter Trim Reference -Trim Fastener i Marti; ware--rftev. I Date Rev Apr May '19 07 tlAv'iaj/'15� 10*Note: Roof Panel and Light Transmitting Panel to span a minimum of (~2) purlin spaces A minimum of 4" is required for panel endlaps. The non -insulated LTP may be field cut or endlop under Fastener #4A the up -hill roof panel a maximum of 1'-0". Insulated LTP should not be cut in field. I� 6'-0" min. �— 4-14 x„ SD W/Washer 6'-0" �y I (1) at F797 Downspout Strap min. s (2) at F81, F903 and F1829 F797 - 32"x4" and 4"x5° Downspouts Eave Trim Eave Trim LAP c. s.r:: vented Ric _ support Angie — — ❑ GUTTER GUTTER LAP GUTTER CAP EXPANSION COVER GUTTER CLIP tel Clasure Lon tudinol Ridge F81 - 6"x6' Downspout - N T - - - - --- -- ------ -�_- v Usa; — v404n yG — Fastener 14 _ r- F771 2' LAP H1,A' eHW4041 SA85 # F1829 8"X8" DownspOUt Purlin N _ _ v — F760 2' LAP F761 F643/F635 F893 "O x" Pop Rivet SS _ 1" 1" (Typ,) E a N __ — Fastener #4A 1/4-14 x �" 1'-0" Tube Sealant (3) Fastener #3 (3 Fastener 3 F903 92 x92 Downspout ) # - zo'-D" Long o o o oc �: ° a� Fastener #4 1/4-14 x b" 42" Tube Sealant 19" Tube Sealant (12) Fastener #14 2) Fastener #4 1/4-14 x fig" SD W/Washer (8) Fastener #14 Trim 12--14 x LL SD 12--14 x ta" LL SD (1) Per Side at F797 - - a - Purlin E E o LL SD W Washer 12 Fastener 14 ) # LL SD W Wosher 1'-0" O.C. Color �, ( ) 12 Downspout = Purlin / # ( Fastener 14 Trim Color (2) Per Side at F81, F903 ( yp.) - w/Warner w,Nmsner `o o T E E c 1'-0" O.C. Trim Color Trim Color (4 x5" Shown) n E `= o (TYP•) w Roof Color Fastener #14A (2) Fastener #4 1/4--14 x g' (2) Fastener #4 1/4-14 x g" and F1829 PBR Wall Panel Attachment - - b — — — c �_ — — Roof Color (1) Fastener 4 1 4-14 x 5'-0" O.C. W/Washer a! # / �" LL SD W Washer LL SD w Washer a— J LL Trim Trim Color Roof vlor Roof Color - - Purlin f(Typ.) 7_'-4" cl1e Mastic 2'--4" Tope Mastir_ Fastener #4A -� - - --'- - 797 4-14 x g" SD W/Washer Downspout Strap (1) at Fer F797 - 32'x4" and 4"x5" Downspouts (2) at F81, F903 and F1829 F81 - 6"x6" Downspout F1829 - 8"x8" Downspout Fastener #14 F903 - 92"x92" Downspout J" O x J" Pop Rivet SS (1) Per Side at F797 Downspout (2) Per Side at F81, F903 RBR Wall Panel Attachment (4"x5" Shown) and F1829 Fastener #4A -�' a Not Allowed Downspout Strap a 14 x $" SD W/Washer High Rake Side Parapet Rake Trim F852 F797 - 32"x4" and 4"6" Downspouts (1) at F797 F81 - 6"x6" Downspout (2) at F81, F903 and F1829 F1829 - 8"x8" Downspout Fastener #14 F903 - 92"x92" Downspout 8"O x 16" Pop Rivet SS Rake Slide Trim (1) Per Side at F797 AVP/Vistashadow Downspout (4"x5" Shown) (2) Per Side at F81, F903 Wall Panel Attachment 2" LAP and F1829 Field Work F215 -_ F52 F326 v coJ~ Fastener #4A U W Downspout Strap 4-14 x $" SD W/Washer Fastener #4 1/4-14 x LL SD W Washer / 1'-0" O.C. Fastener #4A 1/4-14 x J" SD W/Washer 19" Tube Sealant (8) Fastener #14 3 Fastener 4 O # 1/4-14 x 1" LL SD W/Washer F797 - 32"x4° and 4"x5" Downspouts (1) at F797 2'-3" Tube Sealant (3) Fastener #4 J-14 x J" LL SD W Washer / Trim Color F81 - 6"x6" Downspout (2) at F81, F903 and F1829 F1829 - 8%8" Downspout Fastener #14 F903 - 92"x92" Downspout g"� x T" Pop Rivet SS Downspout (1) Per Side at F797 (4"x5" Shown) (2) Per Side at F81, F903 IMP Wall Panel Attachment RAKE CAP and F1829 Expansion Ridge Trim Building Eave or High Side - - Acceptable. Acceptable Acceptable Acceptable — 1 -0 O.C. Trim Color Trim Color Trim Color per lap Trim Color Trim Color ' I' SD W/Washer Trim Color 5'-8" Tube Sealant Acceptable Acceptable Acceptable - - Acceptable j i Buildina Eave or Hiah Side a Not Allowed fer Rokea 9r a High Rake Side Parapet Rake Trim F852 --- i ! HIGH SIDE HIGH SIDE LAP OUTSIDE CORNER INSIDE CORNER Rake Slide Trim - -- Ridge Cap --- — Parapet High Side F768 2" LAP Right as Shown Field Work F215 -_ F52 F326 v coJ~ Z U W 0 (1) .-het Fastener #4 1/4-14 x LL SD W Washer / 1'-0" O.C. Fastener #4A 1/4-14 x J" SD W/Washer 19" Tube Sealant (8) Fastener #14 3 Fastener 4 O # 1/4-14 x 1" LL SD W/Washer 19" Tube Sealant (8) Fastener #14 (5) Fastener #4 1/4-14 x �" LL SD W/Washer 19" Tube Sealant (4) Fastener #4 1/4-14 x J" LL SD W/Washer At 3" O.C. 2'-3" Tube Sealant (3) Fastener #4 J-14 x J" LL SD W Washer / Trim Color - — 2`-8" Tube Sealant (2) Fastener #14 (5) Fastener #4 1/4-14 x i" LL SD W/'Washer — w w a RAKE RAKE LAP CORNER BOX RAKE CAP Peak Box Expansion Ridge Trim Ridge Closure Fiat Eave Trim Inside Closure Outside Closure L.I- ct of N Q — mr U 00 — N 0 I F764 2" LAP F427 F765 F160 F675 F679 F2955 HW455 -- HW'456-- - U') > U) O Q O v U Q Right as Shown U N Field Work Field Work Field Work Q J a - H Purlin (TYP•) 0 Z u` OU _ �N -� Fastener #4 1/4-14 x �" 21" Tube Caulking 17" Tube Caulking 18" Tube Sealant (12) Fastener #4 Fastener #4 1/4-14 x g" 2'-6" Tube Caulking 9" Tube Sealant LLJ L j O� o U 00 Q E c O O LL SD W/Washer (7) Fastener #14 (8) Fastener. 14 # 7 Fastener 14 O # 1 /4-14 x �" LL SD W/Washer 12 Fastener #4 ( ) 4 1 /4-14 x 2 14 e p ( ) # per 2" La — Sheet Number: R5 of 8 — The engineer whose seal — appears hereon is an employee tea= for the manufacturer for the V-0" O.C. (3) Fastener #4 (3) Fastener #4 Trim Color LL SD W/Washer 2 runs at 6" O.C. LL SD W/Washer #14 3'-0" o.c w/out only.The undersigned engineer is 0 record for this project. P din Florida P.E. 38305 Fastener #4A 1/4-14 x �" 1/4-14 x b" 1/4-14 x �" (3) Fastener #4A (16) Fastener #4 1/4-14 x g" Trim Color Closure #14A 1'-0" o.c. — (T ) SD W/Washer LL SD W/Washer LL SD W/Washer 1/4-14 x LL SD W/Washer w/Closure 1 -0 O.C. Trim Color Trim Color Trim Color per lap Trim Color Trim Color ' I' SD W/Washer Trim Color 5'-8" Tube Sealant Acceptable Acceptable Acceptable - - Acceptable j i Buildina Eave or Hiah Side Not Allowed) a Not Allowed fer Rokea 9r a High Rake Side Parapet Rake Trim F852 --- i ! HIGH SIDE HIGH SIDE LAP OUTSIDE CORNER INSIDE CORNER Rake Slide Trim - -- Ridge Cap --- — Parapet High Side F768 2" LAP Right as Shown Field Work F215 -_ F52 F326 v coJ~ Z U W 0 (1) .-het Fastener #4 1/4-14 x LL SD W Washer / 1'-0" O.C. Fastener #4A 1/4-14 x J" SD W/Washer 19" Tube Sealant (8) Fastener #14 3 Fastener 4 O # 1/4-14 x 1" LL SD W/Washer 19" Tube Sealant (8) Fastener #14 (5) Fastener #4 1/4-14 x �" LL SD W/Washer 19" Tube Sealant (4) Fastener #4 1/4-14 x J" LL SD W/Washer At 3" O.C. 2'-3" Tube Sealant (3) Fastener #4 J-14 x J" LL SD W Washer / Trim Color Fastener #4A 1/4-14 x �" SD W/O Washer 1'-0" O.C. Trim Color 10' i° Tape 'Mastic (12) Fastener #3 12 14 x }" LL SD W/Washer 2`-8" Tube Sealant (2) Fastener #14 (5) Fastener #4 1/4-14 x i" LL SD W/'Washer Not Allowed) Not Allowed Not Allowed 1'-0" O.C. Trim Color Trim Color Trim Color Trim Color i ! (6) Fastener #4 1/4-14 x I" LL SD W/Washer Pane! Color per Lao Fastener #4 1/4-14 x" LL SD W/'hasher V-0" U.C. Trim Color Rakea ��ctigt o o Rake Gutter n CDrn Not : Allowed Purlin o (TYP•) LL SD W/Washer LL SD W/Washer Not Allowed Not Allowed Trim Color Trim Calor Not Allowed Not Allowed I C O V to N ME N O D U d p Z N Rakea ��ctigt o o Rake Gutter n CDrn p U N p Q Gutter Gutter — rD00 v coJ~ Z U W 0 (1) cT X °' _JC-) Gutter Gutter o G' IzJ LLJ Panel Lap .�'` Panel Lap w w t -k. F- U 0 J Z OUTSIDE CORNER U Oa Q INSIDE CORNER OUTSIDE CORNER INSIDE CORNER L.I- ct of N Q mr U 00 0 I V CI) C14 z sz C14U �v ov U') > U) O Q O otf M 0 Q Right as Shown U N Field Work Field Work Field Work Q J a - H Purlin (TYP•) 0 Z u` OU _ �� Q 21" Tube Sealant d 26" Tube Sealant 26" Tube Sealant 26" Tube Sealant V1 o" LLJ L j O� U 00 Q U QNQ O O (21) Fastener #14 (13) Fastener #14 (14) Fastener #14 (14) Fastener #14 — — — Sheet Number: R5 of 8 The engineer whose seal appears hereon is an employee for the manufacturer for the (3) Fastener #4 materials described herein. Said (3) Fastener #4 Trim Color Trim Color to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 1/4-14 x Z" 1/4-14 Z" LL SD W/Washer LL SD W/Washer Not Allowed Not Allowed Trim Color Trim Calor Not Allowed Not Allowed I C O V to N ME N O D Dra+vi as been digitally signed. i" Y DA 1,46 ff � j✓, ��t11�ti*ftttltttf l �% \ /, No. 38305 S�TA7E OF GV Dec 05, 2019 r1, •`""'`'` �, t��tttlttf IIItt11<<�� U d p Z N Cf) I cl� o o n CDrn p U N p Q V i 0 rD00 v coJ~ Z U W 0 (1) cT X °' _JC-) o G' IzJ LLJ w w t -k. F- U 0 J Z (0 rn ' U Oa Q rn d L.I- ct of N Q mr U 00 0 I V CI) C14 z sz C14U �v ov U') > U) O Q O otf M 0 Q U N �Z off° �n Q J I�1 ❑ 0 Z u` OU _ �� Q Q0W � r1K m d Q i Lv )_ U V1 LLJ L j O� U 00 Q U QNQ O O Scale: NOT TO SCALE Drawn by: DXN 12/5/19 Checked by. srs 12/5/19 Project Engineer: MJ Job Number: 17—B-43926-1 Sheet Number: R5 of 8 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Dra+vi as been digitally signed. i" Y DA 1,46 ff � j✓, ��t11�ti*ftttltttf l �% \ /, No. 38305 S�TA7E OF GV Dec 05, 2019 r1, •`""'`'` �, t��tttlttf IIItt11<<�� Fastener #14 G000004 Fasteners Date Rev Jul '17 1 05 Fastener #14A Fastener #24 1/8" x 3/16" 1 /8" x 3/8" Pop Rivet Pop Rivet 8 x 5/8" Stainless Steel Stainless Steel Nibbed Driller Fastener #35 Fastener #43L Fastener #441 #14 x 1 1/8" O.D. L.T.P. Member Screw (Long Life) L.T.P. Stitch Screw (Long Life) Bonded Washer 1/4"-14 x 1 1/4" 1/4"-14 x 7/8" 5/16" Hex Washer Head 5/16" Hex Washer Head W/ 1 1/8" O.D. Washer W/ 1 1/8" O.D. Washer Fastener x#226 Fastener #228 Fastener #271 3/16" x 9/16" Closed End Rivet Fastener HW399 #6 x 1" Rubber Grommet 1/4" Hex Head w/ Washer Note: Refer to bill of materials for specific job requirements. 10 x 112" 18-18 x 1/2" Grommet Washer Trim Screw Tape Sealer And Tube Sealant TRI—BEAD TAPE SEALER HW504 t6" X 8" X 25'-0" TRIPLE BEAD TAPE SEALER HW502 16„ X 22" X 20'-0" URETHANE TUBE SEALANT HW540 (White) HW541 (Gray) HW542 (Bronze) Note: 25'-0" per Tube at 1/4" Bead DEKSTRIP 7" WIDE = HW5227 DEKSTRIP 9" WIDE = HW5228 DEKSTRIP 12" WIDE = HW5229 DEKSTRIP 18" WIDE = HW5226 COLOR = Gray Plus SCREWS 2" O.C. MAX. PERIMETER TAPE SEALER BOTH SIDES URETHANE TUBE SEALANT HW540 EACH END or TERMINATION STRIP HW5305 EACH END (1" Wide x 4'-0" Long Alum.) FLAT TAPE SEALER HW507 33-" X 1" X 50'—O" FLAT TAPE SEALER HW506 3" X 1 " X 4„'-0" TAPE SEALER MINOR RIB HW51 2 N 32" X 18" X 4" 2" WIDE X 24 GA STRAPPING • FL470 — 25'-0" Roll Galvalume Plus Only • FL471 — 100'-0" Roll Galvalume Plus Only • FL569 — 500'-0" Roll Galvalume Plus or White Wash Coat 0000005 Date IRev Apr'19 1 05 TAPE SEALER — SWAGED HW515 16"X24'X6„ BattenLok HS SuperLok NON—SKINNING BUTYL TUBE (VAPOR SEALANT) IMP7"100 (WHITE) Note: 12'-6" per Tube at 3/8" Bead FLEXIBLE MEMBRANE (EPDM) • HW520 — 16" x 50'-0" Roll • HW521 — 24" x 50'-0" Roll NOTE: Refer to bill of materials for specific job requirements PBR, PBU, AVP, Vistashadow, RBR, RBU Panel Fasteners Wall Fasteners Roof Fasteners Long Life (Optional at Wall) Member Screw Member Screw Fastener #17A Fastener #3 12-14 x 1 "' 12-14 x 14" " Hex Washer Head 16 Hex Washer Head w/washer w/washer +�� (VMWI�3 Member Screw Member Screw Optional Optional Fastener #1713 Fastener #3A 12-14 x 12" 12-14 x 12" " Hex Washer Head" Hex Washer Head w/washer w/washer Member Screw Member Screw Optional Optional Fastener #28 Fastener #58 12-14 x 2" 12-14 x 2" 16" Hex Washer Head 16" Hex Washer Head w/washer w/washer vmmmwti� JMMVIE� Stitch Screw Stitch Screw Fastener #4A Fastener #4 4-14 x g" 4-14 x 8" 16 Hex Washer Head 16" Hex Washer Head w/washer w/washer NOTE: Refer to bill of materials for specific job requirements G000006 )ateRev Mav'19 09 A Y, Crawl as been digitally signed. No. 38305 c 'D: �Ar "LLJ STATE OF • ty Dec 05 2019••�C,•URiti•• ��► �� tl��Illi11I I I U �t z (D N a Cn V) 0 ~ o co n C) O rn O NU U N p Q r0 O o^O LL - ~ 0 O �I rn0 v+ x U O 0 L2 � W Ctf LLJ ❑LINC w ;� W 1= --J z U00Q rn (1) rn L a_ d I— CL, elf N Q C C U 00 ti w 0 co LO I U U V ODN z (� (0N .0 U ` U o C� S� O Q U N �Z �Z Q r) z ❑ ❑ ❑ o = U �a Q�9 a Q0W elf m o wWF-- O 0 J Z o, C Lo U oo Q v a'NQ p O Sco/e: NOT TO SCALE Drown by.- DXN 12/5/19 Checked by,- srs 12/5/19 Project Engineer: MJ Job Number: 17—B-43926-1 Sheet Number: R6 Of 8 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Crawl as been digitally signed. No. 38305 c 'D: �Ar "LLJ STATE OF • ty Dec 05 2019••�C,•URiti•• ��► �� tl��Illi11I I I Fastener HW399 Fastener #43L #6 x 1 " 1/4-14 x 14'" LL SD Rubber Grommet w/18" Washer W/Washer Color: Polar White Color: Polar White LTP to Purlin Fastener Sidelap Fastener 27 Required for Each LTP 26 Required for Each LTP NOTE: If additional purlins occur between purlins shown in the isometric view add 9 Fastener #43L for each additional purlin LTP Flashing F75 —\ Length: 10'-8" Color: Polar White GENERAL NOTES: �0) 1. These light transmitting panels are not designed or intended to bear the weight of any ��—� person walking, stepping, standing, or resting on them. THE MANUFACTURER DISCLAIMS ANY WARRANTY OR REPRESENTATION, EXPRESSED OR IMPLIED, that any person can safely walk, HW504 at Endlaps step, stand, or rest n or near these light transmitting panels, or that they comply with any OSHA regulation. It is the Users responsibility to ensure that the installation and use Tri—Bead Tape Sealer of the light transmitling panels comply with State, Federal and OSHA regulations and laws, 7/8" Wide x 3/16 x 25' including, but not limited to, guarding all light transmitting panels with screens, fixed 8 ft. Required for Each LTP, standard railings, or other acceptable safety controls that prevent fall—through. 2.Non—insulated light transmitting panels may need to be cut in the field, if required, follow these steps: 0 Up to five (5) LTP's may be cut at one time. A circular saw with a 24 tooth per inch blade, will work best. Cut slow and allow the blade to work without excess pressure. HW507 at Sidelap s Allow the blade to cool between cuts. Tape Sealer 3. It is suggested to pre—drill the light transmitting panels before installing fasteners. This 1/2" Wide x 3/32 x 50' will help prevent fractures which may cause possible leaks. 25 ft. Required for Each LTP 4. Remove drill shavings and metal filings from the surface of the panels at the end of each work day. Rust caused by these items can destroy the panel finish and void warranties. INSTALLATION NOTES: 1. Install roof panel and insulation according to standard procedures up to the desired location of the LTP shown on the "ROOF SHEETING PLAN". Install the LTP Flashing F75 at both sides of the LTP opening. Apply double face tape (not by Metal Bldg. Mfr.) to the sides of the LTP Flashing F75 to secure the insulation see Section A and B. 2. Install insulation a ove and below the LTP opening. Apply double face tape to the purlins to secure the insulation see Section C and D. 3. Apply Tape Sealer HW507 at the panel sidelap as shown in Section A and the isometric Glasteel Florida Approval No. FL15531 Crane Composites, Inc. Florida Approval No. FL13793.R1 Texas Department of Insurance No. RWA-03 Light Transmitting Fastener #43L Sheeting Direction Panel Fastener HW399 3'-0" LTP Flashing F75 Sidelap Fasteners (Fastener HW399) PBR Roof Panel are installed by placing the fastener in a 4" dig. pre -drilled hole and tightening ti using a standard" hex head socket. �2" 32" 31" 5„ 32» 32" 5„ 32 32 �2, Section A Endlop and Purlin Fastener La oult Fastener HW399 Fastener HV1399 #6 x 1" Rubber #6 x 1" Rubber Grommet W/Washer Grommet W Washer at 10" O.C. Fastener #43L at 10" O.C. Tape Sealer 2" x 4-14 x 14" LL SD Fastener #43L Tape Sealer 2' x 3z" HW507 w/ 18" Washer -14 x 11" LL SID HW507 See "Endlap and Purlin 4 14 LTP Flashing Fastener Layout' w/ 1"g Washer LTP Flashin F75 See Endlap and Purlin F75 Fastener Layout" �� /PBR oof Panel PBR Roof Panel Light Transmittinq Panel >» Double -Face Tape Vinyl Blanket Insulation 22 (Not by Metal Bldg. Mfr.) Strip 3 of Insulation From Vapor Barrier and Fold Back Over and Attach to Section A Side of LTP Flashing Fastener #43L 4" 4-14x14"LL SD W/ 1$" Washer See "Endlap and Purlin Fastener Layout PBR Roof Panel — — — `- Light Transmitting Panel ' Tri -Bead Tape Sealer$" x 1s HW504 Vinyl Blanket Insulation Double -Face Tape Strip 4" of Insulation From (Not by Metal Bldg. Mfr.) Vapor Barrier and Fold Back Purlin Over Purlin Section C Maximum thickne: insulation over pu I PBR Light Transmitting Panel (LTP) Florida Approval or Texas Department of Insurance I Light Transmitting Panel Double -Face Tape (Not by Metal Bldg. Mfr.) Fastener #43L 4-14 x 14" LL SD W/ 18" Washer See "Endlap and Purlin Fastener Layout Tri -Bead Tape Sealer $" x 16" HW504 GPR25101 to Rev ,pr '17 1 00 Light Transmitting Panel �.�--4 �- Vinyl Blanke Insulation Strip 3" of nsulation From Vapor Barrie and Fold Back Section B Over and At ach to Side of LTP Flashing \ 4" Min. - 1'-0" Max. Section D Pt Roof Panel or Ri ge Cap Vinyl lanket Insulation view. 4" of Insulation From Vapor Barrier and Fold Back Over 4. Apply Tape Sealer W504 on top of the lower roof panel endlap (panel2�) and extend Tape (Not by Metal Bldg. Mfr.) Sealer HW507 6" over the top of the roof panel sidelap Tape Sealer HW507. See Section C HW1432 LTP Flashing F75 and the isometric view. v L O PBR Light Length: 10'-8" 1�_J N co a Zo Panel Color: Polar White 5. Apply Tape Sealer W507 on top of the LTP sidelap and Tape Sealer HW504 upper endlap. Non -Insulated Extend Tape Sealer HW507 6" over the top of the lower roof panel sidelap TapeSealer HW507 Length: 10-8" and the upper roof p nel endlap (panel® ). See section D and the isometric view. Color: White(Unpainted) PBR Light Transmitting Panel Assembly. Parts 6. Attach LTP panel "Endlap t sidelaps with sidelap fasteners at 10" o.c. and endlaps and purlins as shown in and Purlin Fastener Layout". Glasteel Florida Approval No. FL15531 Crane Composites, Inc. Florida Approval No. FL13793.R1 Texas Department of Insurance No. RWA-03 Light Transmitting Fastener #43L Sheeting Direction Panel Fastener HW399 3'-0" LTP Flashing F75 Sidelap Fasteners (Fastener HW399) PBR Roof Panel are installed by placing the fastener in a 4" dig. pre -drilled hole and tightening ti using a standard" hex head socket. �2" 32" 31" 5„ 32» 32" 5„ 32 32 �2, Section A Endlop and Purlin Fastener La oult Fastener HW399 Fastener HV1399 #6 x 1" Rubber #6 x 1" Rubber Grommet W/Washer Grommet W Washer at 10" O.C. Fastener #43L at 10" O.C. Tape Sealer 2" x 4-14 x 14" LL SD Fastener #43L Tape Sealer 2' x 3z" HW507 w/ 18" Washer -14 x 11" LL SID HW507 See "Endlap and Purlin 4 14 LTP Flashing Fastener Layout' w/ 1"g Washer LTP Flashin F75 See Endlap and Purlin F75 Fastener Layout" �� /PBR oof Panel PBR Roof Panel Light Transmittinq Panel >» Double -Face Tape Vinyl Blanket Insulation 22 (Not by Metal Bldg. Mfr.) Strip 3 of Insulation From Vapor Barrier and Fold Back Over and Attach to Section A Side of LTP Flashing Fastener #43L 4" 4-14x14"LL SD W/ 1$" Washer See "Endlap and Purlin Fastener Layout PBR Roof Panel — — — `- Light Transmitting Panel ' Tri -Bead Tape Sealer$" x 1s HW504 Vinyl Blanket Insulation Double -Face Tape Strip 4" of Insulation From (Not by Metal Bldg. Mfr.) Vapor Barrier and Fold Back Purlin Over Purlin Section C Maximum thickne: insulation over pu I PBR Light Transmitting Panel (LTP) Florida Approval or Texas Department of Insurance I Light Transmitting Panel Double -Face Tape (Not by Metal Bldg. Mfr.) Fastener #43L 4-14 x 14" LL SD W/ 18" Washer See "Endlap and Purlin Fastener Layout Tri -Bead Tape Sealer $" x 16" HW504 GPR25101 to Rev ,pr '17 1 00 Light Transmitting Panel �.�--4 �- Vinyl Blanke Insulation Strip 3" of nsulation From Vapor Barrie and Fold Back Section B Over and At ach to Side of LTP Flashing \ 4" Min. - 1'-0" Max. Section D Pt Roof Panel or Ri ge Cap Vinyl lanket Insulation Strip 4" of Insulation From Vapor Barrier and Fold Back Over urlin Double -Face Tape (Not by Metal Bldg. Mfr.) Fastener HW399 - LTP Flashing F75 PBR Roof Panel Section B Fastener #43L 4-14x14"LL SD w/ 18" Washer See "Endlap and Purlin Fastener Layout" See End Lap Detail PBR Roof Panel PBR Roof Panel Purlin 0 CL0 V5 Purlin Purlin Fastener #43L 1- 14 SID w/ 1$" Washer See "Endlap and Purlin Fastener Layout" 1 � I Roof Panel Tri -Bead Tape Sealer - 2Idge Cap 8" x f6' HW504 -� Marry End Lap and Side Lap Sealant 3'-0" Sheeting Direction rlacement buidellnes Light Transmitting -� Panel \ Fastener HW399 #6 x 1" Rubber Grommet W/Washer at 10" O.C. 1 PBR Roof Panel \\ J �- Tape Sealer 2" x 32" HW507 m LTP Flashing / F75 Tri -Bead Tape Sealer a $» x -» _Q HW504 U > v' 0 r; C, L e nc_ L-'jP Se ai Tape Sealer x - 32 HW507 l I LTP Flashinq I F75 Fastener #43L 4-14 X 14" LL SD w/ 18" Washer See "Endlap and Purlin Fastener Layout" PBR Roof Panel or Ridge Cap Tape Sealer 2+' x 32" FIW507 Tri -Bead Tape Sealer 7„ 31, 8 x 6 HW504 Fastener HW399 #6 x 1" Rubber Grommet W/Washer at 11" �. O.C. LTP Flashing F75 Additional Purlin (if regd.) �- Purlin ,\\ lscmetric Vew Additional Purlin (if regd.) Caution: The following are examples of conditions that may cause condensation on Light Transmitting Panels (A) Projects where outside winter temperatures below 40° F are anticipated and where average winter interior relative humidity of 45% or greater is expected. (B) Building usages with high humidity interiors, such as indoor swimming pools, textile manufacturing operations, -Purlin food, paper or other wet process industrial plants. (C) Construction elements that may release moisture after the roof is installed, such as interior concrete and masonry, plaster finishes, and fuel burning heaters.The Building Manufacturer is not responsible for determining N: condensation will be an issue on any particular application. v 0 0 Drawl as been digitally signed. i ��tlif�ifNJJ!!h `� ..•• pro' No. -o: .Aw STATE OF • :'tea Dec 05, 2019 Q' �NAL 0 N � O '/� y, MO vi � I N7 o Q C co n � O U N R Q v L O _0` rn ry 1�_J N co a Zo O _ -_J ;- O N 0 >T J p L xN W o ��m >-- ❑ i www 0 V c� .� rn o a_�Q . rn 4 a' N Q m L c� oo ° 0 a l � U N U w O O Q? N U O 5Lo V Q� O rYj `t U N �Z CLS All Q 0 ❑ ❑ � z � o = UU ai �QLn9 Q0W m O Q i w> U ww4.1 w o, Q) Uo0Q 3 C� o�NQ R O Scole: NOT TO SCALE Drawn by.- DXN 12/5/19 Checked by.- srs 12/5/19 Project Engineer. MJ Job Number: 17-8-43926-1 Sheet Number. R7 of 8 The engineer whose seal appears hereon is an employee for the manufacturer for the materials" described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38305 Drawl as been digitally signed. i ��tlif�ifNJJ!!h `� ..•• pro' No. -o: .Aw STATE OF • :'tea Dec 05, 2019 Q' �NAL " 64 4 F764 Rake Trim F797 Downspout Strap F160 Peak Box F321 Downspout Elbow F761 Gutter End Cap IF893 Gutter Strap I I i i ' 1 .=-K I f 295`3 F Ir7t Eave T rim ff i F160 Peak Box F321 Downspout Elbow F761 Gutter End Cap IF893 Gutter Strap I I i i ' 1 .=-K I f 295`3 F Ir7t Eave T rim ff -)raw i as been digitally signed. DA �yt�1N�r>ilt!lllt� No. 38305 :�•�� 'c STATE OF 1,4ma Dec 05,2019I • • N.I 70 > .............i��t z �D N CJ_ O 0 O O N U N U 0� rn O Q i�) L O 0 L00 ° z L- o U v rn N X J Q W O O Q O Ld m UW U J Z Q U rn U I a' NQ C c� 00 ® co I U V J V�m � U) N U z O _ O O O raj Q U N Q L? Q !'O F- J F n Z � � U� v> � QQW fY Q c O Q Q) z > U iJwl= o, C/� U Co Q �Na 0 o Scole: NOT TO SCALE Drawn by: DXN 12/5/19 Checked by.- srs 12/5/19 Project Engineer: MJ Job Number: 17—B-43926-1 Sheet Number: R8 of 8 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. S. Harley Davidson, P.E. Florida P.E. 38,305 -)raw i as been digitally signed. DA �yt�1N�r>ilt!lllt� No. 38305 :�•�� 'c STATE OF 1,4ma Dec 05,2019I • • N.I 70 > .............i��t