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REVISION 1
c1 'Nl OFFICE USE ONLY: DATE FILED: a ( ) REVISION FEB: - O PERMIT # 1507-0355 RECEIPT # PLANNING & DEVELOPMENT SERVICES °lUnOo a!3n7 lg BUILDING REGULATION& CODE 223 0 VIRGIN AVEN EDIVISION M*V'l FORT PIERCE, FL 34992-5652 S (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: RIO CITRUS 2106 NORTH KINGS HIGHWAY, FT PIERCE, FL 2. DETAILED DESCRIPTION OF PROJECT — ry '��+� W REVISIONS: coAC A �R 1-HANDICAPPED RAMP CONSTRUCTION REVISION Original plans call for concrete block and poured in place handi capped ramp- owner wishes to install a wooden handi capped ramp as per drawings attached by Benchmark Engineering 2-REAR EXIT STAIR CONSTRUCTION REVISION Original plans call for metal exit stairs- owner wishes to install wooden rear stairs as per drawings attached by Benchmark Engineering 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: Cry(: n91936 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: Tripp & Associates. Inc QUALIFIERS NAME: H. LaRue Tripp ADDRESS: 1225 NW Ave L, Suite 103 CITY: Belle Glade STATE: FL ZIP: 33430 PHONE (DAYTIME): 251-597-8921 FAX: dtripp(a)trippgroup.org 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: ✓ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DA r OFFICE USE ONLY: / 'DATE FILED: REVISION FEE: / 1. 2. LOCATION/SITE PERMIT # RECEIPT # PLANNING & DEVELOPMENT SE b. BUILDING & CODE REGULATION D N 2300 VIRGINIA AVENUE ki FORT PIERCE, FL 34982-565 (772) 462-1553 FAX (772) 462- 7 APPLICATION FOR BUILDING PE O S PROJECT INFORMATION ADDRESS: e(0 Ci >`�2u S DETAILED DESCRIPTION OF PROJECT SCANNER REVISIONS: BY poac�ucl x1r) s �/nAffsD4VXTs St: Lucie County ESAGnl C✓/n,!5il410a �/LTS 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CG C 09 ( 3 q ST. LUCIE COUNTY CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: Z to vE L CITY: ge p G/.aid E STATE: ZIP: 3 3 S�3a PHONE(DAYTIME): i47, fr9ar FAX: 97— 7G�10 4. OWNER/BUILDER (INFORMATION: NAME: R,,0 01-1 4 ADDRESS: ZOc`B IfIA gst, CITY: Fig• leac� '�—' STATE: G ZIP: PHONE: .247• 547,V'Pa/ FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: IaN CITY: t1dy6 l3lea ! STATE: Fc- ZIP: 329a o PHONE(DAYTIME): FAX: 77-? �/g• 92�13 Revised 07/22/2014 EOLUNO - t7RITENBAS •'BINKLEY ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Ste D Vero Beach, FL 32960 Ph: (772) 569-4320 Fax (772) 569-9208 September 14, 2015 To: Planning and Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 Attn: Joe Cicio Re: Rio Citrus, Inc. Permit#1507-0355 Metal Building (1 Story) Response to 8/13/2015 Comments Dear Mr. Cicio, Please find our responses following your stated comments, along with the requested 3 sets of plans/documents and 2 CD's with PDF files with all information. • SUBMIT ORIGINAL SIGNED, SEALED AND DATED ENGINEERED PLANS IN TRIPLICATE FOR THE PREENGINEERED ALUMINUM ACCESSIBLE RAMP * THESE PLANS MUST BE STAMPED REVIEWED AND APPROVED BY DESIGN PROFESSIONAL OF RECORD *** SECOND REVIEW / NOT SUBMITTED *** FEE DUE , Response: See sheet A-1 for Handicap Ramp Details 1/A-1. • SUBMIT ORIGINAL, SIGNED, SEALED AND DATED METAL BUILDING PLANS FROM THE MANUFACTURER STAMPED APPROVED AND READY FOR CONSTRUCTION FOR REVIEW * THESE PLANS MUST BE REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL OF RECORD *** SECOND REVIEW / M.B.PLANS MUST BE REVIEWED AND APPROVED BY THE DESIGN PROFESSIONAL OF RECORD BEING EDB ARCHITECTS *** FEE DUE Response: Stamped reviewed and approved and submitted by Tripp Assoc. • "PRODUCT REVIEW AFFIDAVITS" ARE INCORRECT OR INCOMPLETE * PRODUCT PRESSURES ARE INCORRECT *:MODEL NUMBER IS NOT PART OF THIS N.O.A. , PRODUCT APPROVAL NUMBER IS INCORRECT * METHOD OF ATTACHMENT MUST BE FILLED IN AND REQUIRES WELDING *** THE LINE FOR THE SWING DOOR IS INCOMPLETE *** SUBMITTED TEST IS APPLICABLE TO THE 2001 FBC ??? *** SECOND REVIEW *** FEE DUE *** DID NOT RECEIVE REVISED, SEALED PRODUCT AFFIDAVITS * ALL PRODUCT APPROVALS MUST BE SELECTED FROM THE 2014 PRODUCT APPROVAL LIST AND INFORMATION AFFIXED TO THE AFFIDAVIT W/ PRODUCT APPROVALS ATTACHED * SUBMIT ALL IN TRIPLICATE Response: New completed Product Review Affidavits attached signed/sealed in triplicate. • WIND LOAD SHEETS ARE INCOMPLETE * FILL IN EXPOSURE CATEGORY FBC 1609.4 * GARAGE DOOR LOAD TABLE 16.9.7 * LOADS ON GUARDRAILS FBC 1607.8 *** SECOND REVIEW *** FEE DUE *** NEED SIGNED, SEALED AND DATED " CERTIFICATION FOR DESIGN LOAD COMPLIANCE " SHEETS IN TRIPLICATE * THESE MUST BE COMPLETELY FILLED OUT, ORIGINALAND CANNOT BE ALTERED OR ADDED TO Response: New completed Certification for Design Load Compliance sheets attached signed/sealed in triplicate. • PLEASE RE -SUBMIT ALL REQUIRED PLANS AND ASSOCIATED DOCUMENTS IN TRIPLICATE AND ORIGINAL FORMAT FOR REVIEW * INCLUDE [ 2 ] PDF DISCS WITH ALL INFORMATION * WILL SUGGEST A MEETING WITH ALL PROFESSIONALS TO REVIEW THE COMMENT LIST IF NECESSARY Response: Attached. If you have q ons or need additional information, please contact us. Respec ully su i d ul U. Dritenbas, AIA, NCARB, LEED AP Architect C:\Mary\040515VB\BldgDeptResponses.docx rGciuTnl r Planning & Development Services Department Building & Regulations Division Product Review Affidavit Building Permit a l50•°70555 Owners Name 9/0 C17AdI /FICAA '9 FlUIr Applicant: TR� XAIP 4sfdcz* 73S Product OpenDesign Pro Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pr ss 4, �� Design Pressure Number Type Windows AIIA N1 Mullions Fixed Glass AIA Block Glass N�14 Skylights MIA Sliding Glass Doors AvIA — t2/ P }50�' 0 8484 "vroD LW ' V.1isd,64A FL#/0294•/ N/rt EARN scseH✓SaXioX� � z t rt �� D Swing Type Doors �1 French Doors Gara a Doors t1� �� -1 •Z J�OPt>< O#AD. Csw/l :$W. &L7/o.UOL AXt?14 -0825. 0,7iyL.AfWE N� Lv�LLtD �fCE'7l+ %�' /o�L NIA Hurricane Protection VIA Roof Ventilation Roofing Material gt• 16� P F/�rtA/868./ AIIA cG}fS 90 - /4 X/i�+¢D A >� op uaas�5e iv,+ 4-8-4 z3POV 2o�rf�ye GrIi3CZ' ib P ;90 % .4T �d,PL/.✓LAB . Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use' this str t e h products provide adequate res. wind loads and forces specified by current code provisions. Name: P&U- Signature: Design Prof: A2UiAl&�--7— Cert. No. XA 15�Fvlg Date: to 7/ Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 Certification for Project Name: Project Address: Load Compliance �IYQY �3sS' 1 uk W cA t/ , F4. V 4 e'te , ,FL 3 445 f v v �� 0' �!Scy Type: r ' Permit#: 157 55 Occupan-- ConstructionType: I C INSTRUCTIONS FOR USE: to • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. (complete all that apply) 1. DESIGN CODE: FloridaSµ' Ed. Z-O Iq Code Fifth Edition with 20 Supplements using ASCE 7-10 / 7v.U.nenc�USe\ 2. Structure Designed as (check one): Enclosed _Partially Enclosed Open (W ms"` dt'�k �� ?� 3. Risk Category: Z _II III _ IV Exposure Category: i/ B _C _D 4. Design Wind Velocity SS mph _ASD /LRFD End Zone Width: fi, 6 ft 5. Mean Roof Height Z ft Roof Pitch: ( :12 Parapet: NIA ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 1. Zone 1: 41 Zone 2: (08 Zone 3: 1 U'2- Zone 4:3' Zone 5: `► Garage: �ZI•S '" Z•7- Z _PSF 7. Design Loads: Floor: I DO PSF Roof/Dead: PSF Roof/Live: 2© Balcony: tf A PSF Dock: ,PSF Deck: PSF Stairs: I() C1 PSF Fence:" A PSF Railings: 56 P F 'uwZ 0 0_f 9� CJNtS -f 8. Were Shear Walls ConsicilredForStructure?Yes V` eel', allot Applicable ExplaipWhy Not, P `•Fre ����w�•��fuvte•�-ni .,___Yes _ 9. Is A Continuous Load Path Provided? V Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: ZsOy PSF Soil Test Reports Submitted?,ZYes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County.;,elsq certify that structural elements depicted on these plans provide adequate resistance to the design _PaJf'DrJr,Aety Ap, a 36 _ ! Print Name Cent # & Co. Cent Auth. 11151-yB �I ill i it s (65 �d a( F(A(kn P+. . b Signature, Date, and S61 _ � Zeo , FL 32-Van Company Name & Address Revised 07/25/2014 Flo., a Building Code Online ,j https://www.tlorloabuiicLmg.orgfpnpi app_uu.aapxrpmau. wu, ... T �A b, ♦ r s P 1 P ty �d . �x r 1BloI R3612fitd RMHome WDW eeRegr.Htbn Htroks 5vmaMe SOU&Fac es r ssproduct ApprovalPI P bOabs I iHCSGH I aC65ke AaD I tin¢ I Seamb I uses: Pubs r Regulation �'!� Pmtlimt AorxovaUtenu>Pmeun or Aooaratron SeaaM1>Aeearatbn ust>APPDmHonbstall FL# FL10294-RS Application Type Revision Code Version 2014 Application Status Approved {Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived U Product Manufacturer Dominion -.Building Products r Address/Phone/Email 69'4�frbanks N'Houston Houston, TX 77040 (281) 825-8393 rick.klncy@asseabloy.mm Authorized Signature Rick Klncy rick.klncy@assaabloy.com Technical Representative Jason Munger Address/Phone/Emall 6949 Fairbanks North Houston Rd. Houston, TX 77040 (832) 300-3617 Jason.munger@DOORGROUP.mm Quality Assurance Representative Jason Munger Address/Phone/Email 6949 Falbanks North Houston Houston, TX 77040 (832) 300-3617 lason.munger@doorgropup.mm Category 'Exterro4Doors Subcategory Swinging Exterlor oor Assemblies Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Ted Berman, PE P11 Validation Checklist - Hardmpy Received Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2002 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 1 of 9/11/2015 8:35 AM Florida -Building Code Online r) r https://www.floridabuilding.org/pr/pr app_dtl.aspxYparatn=wUb... C Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved Method 1 Option A 08/21/2015 O8/21/2015 O8/26/2015 Model, Number or Name Description 10294" WIndMAXX WlndMAXX Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10294 RS C CAC ZHLA.9.Ddf Approved for use outside HVHZ: Yes FL10294 R5 C CAC ZHLL.R39208.Ddf pact-Resistantxes Desr�gnyP,iessure +. 0/ -So -7 Quality Assurance Contract Expiration Date 12/31/2018 Other n Mlssle leve).Dr350 Ib, 50 fps 2) See UL Authorization to Mark for hardware 3) IYTitllatietTInstruclions F' '4 5 107. BPI S v . , (attached) as tested. Not evaluated for water In01tratlon . Verified By; UL LLC Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Bald Newt C9dad Us;; 1940 North Monme street. TeMbae.ee FL 32399 Phone: 850-4874824 The State of Fbrba kan AA/M empbyeA C4 wrbht 2007-2013 State of Fbnda.n Priam Statement:: 4.�Hb�q Mv�+tnment:: Refund cmtpment Under Fbdda bw, email addmsses am pubae mconfe. If you do not wad your a-mae addmss mbased b mspome to a poat-tatords mquas4 de not send almbed; .as be ilk eMty. Instead, contad the eft. by phem or by tradNonal mad. Ifyou have airy 4uestbm, pPam mnmcl 050AB7.1395. -Pursuant W Sedbn 455.225(1), FbAda Statutes, W.W. October 1, 2012, kansees kensed under Chapter 455, F.S. must pmvbe Me Department wnh an emal address rthey have ona Ths ama0a Pmvaed may W used far onchl comma tadon w1h the imnsee. However ema0 addmms am pubs: recond. Uyau do not wGh W supply a personal add... please pmvan Wa Department wth an emae addmss whth can be made avafubb W the p;00c. To determine f you am a &ensue under Chapter455, F,S., please cork hem, Produd Approval Aompts: M ®9 CYCttlf' 11 e Y' 2 of 2 9/11/2015 8:35 AM FL10294.1-R5 I WindMAXX Page 1 of 5 FL10294.1 A! Summary Performance Summary Product Docum[ Basic Details Agency/Source Company Detail! Standards Building Codes Validator Rebates Similar listings Discussion hH..o•//,n......,ot......... ....... n:...:..,./nr imnn t nc n/t nnntc Dominion Building Products Installation Instructions t:'L 10,M4 R5 U FL tO294 ?V Ir Pa6� 114$7A1L General Information 1) Rough opening material, by others, must be installed properly to transfer loads to the building structure. 2) Building walls must be designed to support and sustain loads developed by the door and frame assembly and transfer loads to the building structure. Frame Installation 1.) Fasten frame corners for KD frames as shown in illustration 1, page 2 using 5/16" x 3/d' bolts. Anchor preassembled frame comers as shown in illustration 2, page 2 using 6 ea. #10 x 1" TEK screws. 2.) Ensure the correct number and type of anchors is in the frame or is available. See sheet 2 for anchor descriptions and fastening methods. 3) Install frame in the wall. Ensure frame is plumb and square. Door Installation 1.) If door is glazed, it is recommended that the glazing be installed prior to door installation. See polycarbonate or Glasslam installation instructions on pages 4-9. 2.) Install hinges on door leaf. 3.) Open door hinges. Stand door up and align hinge leafs not attached to the door with the hinge preparations in the door frame. 4.) Ensuring the top hinge is properly aligned in the hinge prep attach the hinge to the frame hinge reinforcement with one screw 5.) Repeat Step 4 for the remaining hinges. 6.) Install all hinge screws. 7.) Install door hardware in accordance with hardware manufacturer's instructions. 8.) Install threshold and weather-strip in accordance with hardware manufacturer's instructions. 9.) Check door and hardware for proper operation. 10.) Shim door as needed and recheck door for operation Frame Jamb & Head Anchor & Building Attachment Requirements 1.) See illustration 1, page 2 for K.D. jamb anchor descriptions and attachment methods. 2.) See illustration 2, page 2 for preassembled jamb anchor descriptions and attachment methods. 3.) See illustration 1 & 2, Page 2 for K.D. & preassembled frame head attachment to the building girt. 4.) See illustration 3, page 3 or K.D & preassembled girt attachment to the building. Page 1 of 9 10/23/2007 Siding 010x 1'SeH Illustration 1, K.D. Unit .. .m ,uu•. yr mp le lmm. M..a ConUtlbn Pinar xnma�Cpnamon ^.J Fb.[ M<Fteme Come[ Jabl Me3el 3 Palm Per Jamb x 1' Min. Of 4 Anchor S..#10x1- Min. Of 2 Anchor Sclta Per Jamb, 3/6' x 2l/4' 2.250 x 3.375 Sass Angle Flwr ArrJtor Condtion 5.500' Max. To Suit Ja(Itb Height I ZO Sublamb Memo) Ix•ov c..m /�I1��%^JP raNai vl ,. sump c v., M.n... e] p.. amp n[. —FNm. J... ' _fl.m. J.mp io OMCanUllbn 3Ao eDpp� �bpel W.b.e 4bY. 1e.oOa O J..p T. lap 3 mYtm.JIe1.OW 3mM. Illustration 2, Preassembled Unit 010 x 1' Salf Orilrng 12'On Center Steal Girt - Frame Head L Exterior Doar Few [mp }a InNmuCbN aM Cenpbbn Intelmeidate Girt, 1 Per Jamb — Min. Of 6 Metter Srlews alo x r —FlmAr/Headhdr 16 Ga. x 1 W4' x 6 la' x FFullm Height Seblab Ctlannel _._ 2 Ea. #to x 1' Saii Do: 54ewa,1 _ Per Jamb Fam Frame Jdndl Frame Jamb To Frame Head Contlilion 42 Ga. Q 75 J � 14.75011 �— 23 Floor, Inlelmediate Gid 6 Heed Anotor Min. Of 6 Antler a / seaae B12x11/4' Floor/Head Anchor Fmme Jamb To hd.mtediate GM Cdhd iten ,.-16 Ga. x 1 W4' x 810 (Max) Subjamb Channel Flame Jamb —#10x 1•Sp oil At 17 Max. —Metal Siding Mehl Siding To Jamb C ndgon Page 2 of 9 10/23/2007 Illustration 3, K.D. & Preassembled Vertical Steel Channel Supplied By Building Manufacturer Metal Girt Clip Door Frame 0 0 1 �Door O O r Metal Building Siding Cross Section KD Unit Metal Girt Clip Subiamb Channel O0 ,Daof FRme Door or Hardware `\�Thre� sh —/Metal Building Siding Hinge Polvearbonate Glazing Instructions, Curries 10 x 1 114" Bolls & Nuts 6 Req'd Per Girt Clip /,7 Door Hardware .J O � � J —Thresholtl Ventral Steel Channel Supplied By Building Manufacturer 112. x 1 114" Bolts & Nuts --- Cross Section Preassembled Unit 6 Req'd Per Girt Clip Page 3 of 9 10/23/2007 Curries Type 1 Vision Light Kit ___-- 0.375 Curries Type 3 Vision Light Kit 1/4°THCK 1/4•THCK 0.250 POLYCAFWNSTE SHEET -10 X 11T CLOSED CELL FOAM C1laNXi SHAS GLAZING TM USED ON F1XD AS NffIDID MIDf3EM7OVPBLE ST07 8 k6 % 1.1 /4" OVAL FEPD TER SCREW 0.624 ` O 0.624 QMNGSHMS AS NEEDED .. GLASS STOP 0.376 Q250 1/6" X VT CLOSED CELL F04M GLPLNGTMEL EDONRXD AND FOANABLE STOPS �46 X 14W OVPL HEAD TEN SCREW Ow -GLASS STOP 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre -drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the #6 x 1-1/4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the polycarbonate on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the polycarbonate on the exposed foam tape. 7) Place glazing shims, as needed, then set the polycarbonate on the foam glazing tape. 8) Adjust the polycarbonate, as necessary, to center the polycarbonate in the cutout. 9) If the release is plastic, grasp the free end of the plastic release, while holding the polycarbonate to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Apply 1/8" x 1/2" closed cell foam glazing tape to the removable stop. 11) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 12) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the polycarbonate. Page 4 of 9 10/23/2007 13) Using the alignment marks, position the removable stops against the polycarbonate. 14) Install and tighten the 46 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 15) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 16) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Glasslam Glazing Instructions 0.625• OAI2" 0.625' GLAZING BY OTHERS O472• Ue' X 12" CLOSED CELL FOAM 0.1875' W X in° CLOSED CELL FOAM 0.1875• GLAZING TAPE USED ON FIXED GLAZING TAPE UBED ON FU(ED OO97" AND REMOVABLE STOPS 0.097' I- AND REMOVABLE STOPS - GLASSLAM (NEBULA GLASS) -- GLASSLAM (NEBULA GLASS) i LAMINATED GLASS ASSEMBLY / LAMINATED GLASSASSEMBLY �C6X 1-1/4' OVAL HEAD TEK SCREW L^ i I �Lq'� p6X1-1/4" OVAL H EAD TEK SCREW II II/I r� PET FLAP ,500" I '. H'I PET FLAP GLAZING GLASS STOP GLAZING SHIMS / L y \ ` GLASS STOP AS NEEDED U DOW CO/G gg5 11 ` AS NEEDED VVV SOW CORNING 995 STRUCTURAL SILICONE STRUCTURAL SILICONE Curries Type 2 Vision Light Kit Curries Type 3 Vision Light Kit 1) Before removing the removable stops, check to be sure there are screws in every hole. Pre -drill holes with a #36 bit where there are screw holes but no screws. Do not remove stops. 2) Using a pencil, mark alignment marks on the removable stops and the door. 3) Unscrew the 46 x 1-1/4" oval head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4) Apply 1/8" x 1/2" closed cell foam glazing tape to the fixed stop. 5) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. 6) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7) Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 8) Adjust the Glasslam assembly, as necessary, to center the assembly in the cutout. 9) If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10) Trim the PET flap so it is flush with the door face. 11) Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. Using the putty knife pull the PET flap away from the cutout in the door. 12) While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Coming 995 silicone between the PET flap and the steel in the cutout of the door. Page 5 of 9 10/23/2007 IMPORTANT: Ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13) Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door. 14) Apply 1/8" x 1/2" closed cell foam glazing tape to the removable stop. 15) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 16) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17) Using the alignment marks, position the removable stops against the Glasslam. 18) Install and tighten the #6 x 1-1/4" oval head TEK screws in the removable stops. Be careful not to over tighten. 19) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20) Using the Dow Coming 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision light kit. Polycarbonate Glazing Instructions, Ceco TYPE "A" .375- D0256 d" X 1" Foam Tope b6 X 11" Phil -.H. TEl% Screw Spotwelds _;' Mo.. -- .500'. _ From End $ 12" Mor On Cent,. .625" �7 J'Spolwelds `'y' Mo, From End 8" Mox. On Center Ceco Door Type "A" Vision Lite Kit TYPE"9' „ 42(V" 1. X Foam iope #8 X I I" Phil. F.H. TEK Screw .500' ,--Spotwelds Mox. from End & 8' Max. X DoublrCenter Sided Tape Ceco Door Type "B" Vision Lite Kit 1.) Before removing the removable stops, check to be sure there are screws in every hole. Predrill holes with a 429 drill bit where there are screw holes but no screws. Do not remove stops . Page 6 of 9 10/23/2007 2.) Using pencil, mark alignment marks on the removable stops and door. 3.) Unscrew the 48 x 1/14" flat head TEK screws from the removable stops and remove the removable stops. Keep the screws. 4.) Apply 1/8" x '/2" closed cell foam glazing tape to the fixed stop. 5.) If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the polycarbonate on the unexposed foam tape. 6.) If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with a mild soap solution immediately before placing the polycarbonate on the exposed foam tape. 7.) Place glazing shims, as needed, then set the polycarbonate on the foam glazing tape. 8.) Adjust the polycarbonate, as necessary, to center the polycarbonate in the cutout. 9.) If the release is plastic, grasp the free end of the plastic release, while holding the polycarbonate to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10.) Apply 1/8" x %:" closed cell foam glazing tape to the removable stop. 11.) If there is plastic release on the foam lazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the removable stop so it can be grasped after placing the removable stop on the polycarbonate. 12.) If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the polycarbonate. 13.) Using the alignment marks, position the removable stops against the polycarbonate. 14.) Install and tighten the #8 x 1 ''/d' flathead TEK screws in the removable stops. Be careful not to over tighten. 15.) If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 16.) Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision kit. Glasslam Glazing Instructions. Ceco Page 7 of 9 10/23/2007 TYPE"C' D025B e. X Foam Tape j #8 X I j" Phil. F.H. TEK Screw .500" % Dow Coming 995 Silicone .750" Ifh j -'Spolwelds Mu" From End & 6' Max. X J" Double —' On Centel Sided Tope Spolwelds 3" Mo..- 'From End A I On Cenler Ceco Door TYPE "C" Vision Kit TYPE "D" .625" Foom Tape —• #8 X I Phil. F.H. TEK Screw Dow Corning .625" •500" n j 995 Silicone f'-� Spolwelds sg" Max. From End &. 4" Max. On Center Ceco Door TYPE "D" Vision Kit 1. Before removing the removable stops, check to be sure there are screws in every hole. Predrill holes with a #29 drill bit where there are screw holes but no screws. Do not remove stops. 2. Using pencil, mark alignment marks on the removable stops and the door. 3. Unscrew the #8 x 1 ''/a" flathead TEK screws from the removable stops and remove the removable stops. Keep the screws 4. Apply 1/8" x'/2" closed cell foam tape to the fixed top. 5. If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Pull the plastic release around the fixed stop so it can be grasped after placing the Glasslam on the unexposed foam tape. 6. If there is paper release on the foam glazing tape, remove the paper release before glazing. Spray the exposed foam tape with mild soap solution immediately before placing the Glasslam on the exposed foam tape. 7. Place glazing shims, as needed, then set the Glasslam on the foam glazing tape. 8. Adjust the Glasslam assembly, as necessary, to center the assembly in the cutout. 9. If the release is plastic, grasp the free end of the plastic release, while holding the Glasslam to keep it from moving. Then slowly pull the plastic release off the foam tape that was applied to the fixed stop. 10. Trim the PET flap so it is flush with the door face. 11. Take a putty knife and insert it between the PET flap and the edge of the cutout in the door. 12. While holding the PET flap back away from the cutout with the putty knife, use a caulking gun to apply Dow Corning 995 silicone between the PET flap and the steel in the cutout of the door. IMPORTANT: ensure that the Dow Corning 995 silicone fully wets out or covers the PET flap and comes in contact with the steel around the cutout in the door. 13. Slowly move the putty knife around the door ahead of the caulking gun and apply the 995 silicone around the entire cutout in the door. 14. Apply 1/8" x %:" closed cell foam glazing tape to the removable stop. 15. If there is plastic release on the foam glazing tape, pull the plastic release back about 2" from each end of the foam tape. Page 8 of 9 10/23/2007 16. If there is paper release on the foam glazing tape, remove the paper. Spray the exposed foam tape with a mild soap solution immediately before placing the removable stops against the Glasslam. 17. Using the alignment marks, position the removable stops against the Glasslam 18. Install and tighten the #8 x 1 ''/d' flathead TEK screws in the removable stops. Be careful not to over tighten. 19. If the release is plastic, grasp the free end of the plastic release, and slowly pull the plastic release off the foam tape that was applied to the removable stop. 20. Using the Dow Corning 995 silicone or other high quality silicone, apply a cap bead over the closed cell foam tape on the exterior side of the door vision kit. Threshold Installation #10 x 1-1/2" WOOD SCREW OR 12"OCTYP 3116" X1 -1 /4" TAP CON 5.25" TYPICAL THRESHOLD MOUNTING DETAIL THRESHOLD NOTE: 1/8" CLEARANCE BETWEEN THE BOTTOM OF THE DOOR AND THE THRESHOLD IS TYPICAL Rev. A. 1) Added information for frame jamb & head anchor and building attachment requirements, sheet 1. 2) Added illustration #3, sheet 3. 11/27/07 Page 9 of 9 10/23/2007 GOl1NTiY: 15�0703T�' IMAM -DARE COI PfY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADIYIINISTAATIONDIVISION T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidnde.eov/eeoumnv _ead Door:GorP rati6n'a". 2501 South State Hwy. 121, Suite 200 Lewisville, Texas 75067 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. APPROVAL DOCUMENT: Drawing No. D-408776,,titled "Windload Commercial Sectional Steel Door, 50 psf, Dade County, 107' Max. Width", sheets I and 2 of 2, dated 04/0811994, with last revision N dated 10/24/2011, prepared by Overhead Door Corporation, signed and sealed by Mark A,.Sawicki, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading 'Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or hmer surface of a panel. LIMITATION: This door has not been tested for air infiltration (FBC, Energy Conservation Section C402.4.3) RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or ifthere has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0912.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. S_OANNo:Y'.4082509'. MIAMI•DppE COUNTY Expiration Date: December 28, 2016 1 DC5 Approval Date: February 19, 2015 p 2 ?O f 2 Page Y Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Subiniffed under NOA # 11-0330.05" 1. Drawing No. D-408776, titled "Windload Commercial Sectional Steel Door, 50 psf, Dade County, 10'2" Max. Width", sheets 1 and 2 of 2, dated 04/08/1994, with last revision N dated 1012412011, prepared by Overhead Door Corporation, signed and sealed by Mark A. Sawicki, P.E. B. TESTS "Submitted under NOA # 06-0616.01" 1. Test reports on Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 and Forced Entry Resistance Test along with marked -up drawings and installation diagram of "Series 424, 24 GA Commercial Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 06-2063, dated 02/01/2006, signed and sealed by I. Ghia, P.E. 2. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of"Series 424, 24 GA Commercial Steel Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI 06- 4000, dated 01/13/2006, signed and sealed by I. Ghia, P.E. 3. Test report of Tensile Test per ASTM E8, on door section skin material, prepared by Hurricane Engineering & Testing Inc, Report No. HETI06-T525, dated 02/1312006, signed and sealed by I. Ghia, P.E. 4. Test report of Salt Fog per ASTM B-117 modified to 1000 hours, on G30, 040 & G90 coupons, prepared by Environmental Testing Laboratory Inc, Report No. 9100550297, dated 03/13/2006, and signed by B. Richard. 5. Test report bf surface burning per ASTM E84 on 1.625" EPS, prepared by Intertek Testing Service, Report No. 3094867SAT-001, dated 04/13/2006, signed by C. A. Peitaloza. C. CALCULATIONS "Submitted underNOA # 06-0616.01" 1. Calculations prepared by Leroy G. Kmpke, page 1 of 1, signed and sealed by'L. G. Krupke, P.E., on 06109/2006. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. NIATERIAL CERTIFICATIONS 1. None. F. STATEMENTS - 1. Statement letter of code conformance to 2010 and 50' edition (2014) FBC issued by Overhead Door Corporation, dated 1 1/14/2014, signed and sealed by Mark A. Sawicki, P.E. o2Fio/-; 5 Carlos M. Utrera, P.E. Product Control Examiner NOA No.14-6825.09 Expiration Date: December 28, 2016 Approval Date: February 19,2015 E -1 1. RNEO OESION UMD to PM. ENp p�IL[ CENTER SIR§ CF TER STIL [�NgIR 2. SECTION HEMMIS MY VW TO CREME VOWS SEE D ,, -eS SEEBFlTu BEfNL F I.WN2�X 1 � DOOR NE G RS S1' I.WO.NAI SEDRON HEXW. x REMOVED. {. RNIOJfD. 2N6 1 STEMS TO BE IBIMfrD 1/- B' FROM SERVER ME OF SESUCH. .. & TESTED 01 AOCORO m IBRiI DARE COUNTY • • ]2• 3 3Y i/2-12 2 1/2-1Y 3/ PROTOCOLS TAS "1-BA TAS 2U2-04, 4 TAS ]00-OA / Pry,1FRS TD T 1 1-RON9/B' BBN ). PER AFTN A-BDJ AND SS OWE 40,000 PSI MIN. NBD B058M_�DQ2 MR MOM A-BSJ. /10 x & JAMB IOFD CA.CWAOONS. sCA9 GRINsEcunO12' O,G s/UDx I J I' (112 DOOR \VD"(1 R.OF NDOHI)(mSNiN'WM) ANGLE-i MOUNT ® I2' O.C. (0 EEET)(1 EOOIx50 15AF)-L50 h%FT Oil` MUM TSO `SryF1 � S TP OR cmf 9. JAMB FASTf}RA REWBEIIFNIS P/N 400B00-OOD] NFRIM.V.IMIX SFC11ON "H-R° "(1/2 DOOR'MON)(2 FO OMON DOMI) SECTION '0-D" JAMB BRACKET NOUNT F -(S F»(2 N)(SO PSF)-SVO N. PT �x� W. WWD JAMS ASIN A-028 TD 01D ION. 11: PoR ORE 5/N? 2R0 Seem _ B¢ ORE 6/10' W SCRFtl Pffl INUCTO ENT.W 6911 I a O E4mWLD]RnTD br. Bt& OR 6ETiM, Il COH=CNflEOaNG NAV ma ROW C apFGRrro ONCalE flE - BWq.SORMNIA•dO Loviour PER 0/18' PobU9 I 'p-T 1� cSomN4=owbM1 N 'EYACdWrt WM EDnNErt O1 410. u MPPPIfO N[N-MU IM at Ila ua ELDEWT PWWER AND 11412 t. IA &OB SWT ON W. Ai0 �1h1 iWR SR I q1 NWIE W. R-I/Y WYO DN IY EENRAS IB. uFE-TIP MFGNN6Y X0I vAR IFTIR IFMD BN SIWL BE CFAIIf® LY NI WTSCflOENE a( /➢MCr. I4 VAN N RAF AVLI BE N EO DP S 1NRH END OF SEND O ONE R SENT' OPAD 1- FROM FACH D10 ED WEIR sE1:110N N AT FACM PRE-0UICIIEO NOLE. Q '.18T MVEIS ae (REQ AB -I SB -16T RWS 2) WHO DETAIL "E' P/H 4400091100--0001 2)ONI.W%AB I�-1.00 IO I.ao I"C E 1/2 IMEW. IPfLN P/M Q RELY /rP 1C/4,lDOT]s-mDl ANGLE AND BRACKET MOUNT /-CABLE DRIP,/ 4 f,4X5/a-9W M. WWN SON13,S rmaoN S G OODMER v;wcE DOOR mm I CFN101 SEES I ENO 516.E I S /Mcm I ROUFA 1 SPA IT I DDCpI / PFR FI-M IVAOB'A4E 10 2 J I WUBM I HSJ 2' x )IV71IVII STD SEE SHEET 2 INTERIOR E NALON OF COMMERCIAL SECTIONAL ODOR 2 7 L,000 000D F- R RRNE �2409D v 5- 2 %xNlt D��e��lsa22l p-pNNoggo��a0 P NNpWbp TEI( S SB B0114Lq Baghtl. / 341-DODT ( DUC44RVLFFD 0Yh'BMR4'A Ur Nq bt m.m is .o ay Boo�D4 DBD4. - /)' SELF ORILL�C stllE19 lo-1s x J 4 I aMn CaWM HS SIRUf PM 40065D-0003 ENE PER aECT10N IOBB]41-OOm PM 088090-0000 -(j y,ix�/EBs, sNu x 400a41-ODOB - 2 PIME9 4T4IO-p000'F AR4' MINIMS N BOePM1� 004 2 SIIxS/6' SMS e]41-Dam 5LE OETM •A• N fJTMMRiC1AL CIDF n NATON OF SF(:TONAL pIOpD�0�4f,JE5-0DOl Sll-OOD) R49B pYIIMFAO WCR CORMPACH =I SCMH STATE HIW IM BUSINESS SME no MAWLa, Tx 75007 LWM A SAMCW. PE %72013 IUx M clout w'NNzpS Y W9W du wHonnOB�S HM I SCBBSyY�{deA w✓+f�.d•T 10�- NIHL zOOP1-IMBJBtlLa096 fiW — .—ow- A O-tl/N d OOCL BBO' Ir Io00-IBBLOr 9GY IWo-IOBSOB tlNOA NAY e.�emm��wn �� M MM1, off. E15 t000-Y9890Y O DGCL <Cr ZOOo-IBOSOY Osz'G 000-580s01 JL .L adervnN la1'd O Eos'9 GOOD we ads OOY tl8yd asGT raaB-saesDY 9Lf'L O MCI rA00-S90o0r 1� B/D Z/1 Z .L� OOOC IOW-L9B501 aaBIYON laVd rBBO' .1� SNOISN3W10 1 /p99 1MJ13M11 WANOJ oMAM14 yJO SSp B/S 0EqzuN 1 Ln 4 oNImAf'HM, a NION31—y �09TA071 B/9 B o Cry 0=4 BO onol, 0 L OOD9 D000 f9L90 d BBO•• o9LY I rooO-c09Z90Y 000's z90Y O tl10 /yy Sl 1 I—L �d33 �•�•� BW' NOMM9WNI ZOOOKDZBOY fAJ NOI {tlNMONS I r^ I YW IB /La b30HHN Wtld A'IX0 3� �8 © 8 /S IO'I BIA z ~9{/G 1301 .I IL4.'aS 51pA p�Y%Ur%P O� z9' wn eea -ryB1/G z� Y/r c M .091' N du o I WG Y .) lINN 03aIKl35 . ICZ 80ooSr9ooY 60'Z L00o-CY9001 T Irl. 6D1 aaoo-craooY S000YlooW Ij ICl IOo0T19 eD I coon-rr rcc1 Ye'o zaao-Lv9ooY a) ' b]eIYHN 1 rdB data Betlmrvss A zr/t1 a � 0 0 Q z/ G 0 +B�-MYI p Boo' MON PRODUCT EVALUATION REPORT PBR Panel State of Florida Professional Engineer: 2�aw07 Mudda Terrence E. Wolfe, P.E. # 44923 f8661Y® 19530 Ramblewood Drive Humble, TX 77338 o,aasd„® �o Q�0.44923 %* Q��^°�S7AT6Gn�.°� ...r E Manufacturer: MBCI, L.P. a division of NCI, L.P. Houston 14031 West Hardy Houston, TX 77064 Lubbock 5711 FM-40 Lubbock, TX 79401 Oklahoma City 7000 S. Eastern Ave. Oklahoma City, OK 73149 San Antonio 8677 IAA East Converse, TX 78109 Atlanta 2280 Monier Ave. Lilhia Springs, CA 30122 Richmond 801 South Ave. Colonial Heights, VA 23834 Indianapolis 1780 McCall Drive Shelbyville, IN 46176 Omaha 1011 Ellison Ave. Omaha, NE 68110 Memphis 3D0 Highway 51 North Hernando, MS 38632 Rome 6168 Slate Route 233 Rome, NY 13440 Adel 1600 Rogers Road Adel, GA 31620 Phoenix 660 South 91L street Tolleson, AZ 85353 Salt Lake City 1155 West 2300 North Salt Lake City, UT 84116 Oskaloosa 51513v Ave E. Oskaloosa, IA 52577 Atwater 550 Industry Way Atwater, CA 95301 Ennis 1804 Jack McKay Blvd. Ennis, TX 75120 Nicholasville 6975 Danville Rd. Nicholasville, KY 40340 09 Florlds ®,UA. 826Ti6 aGE °CPaa�` OPo ee �� e !la a o 0 ° No.4°1923 0 e ems. a STATE OF tn b �• ,®®eg NA St MAR 3 0 2015 SUBJECT: Structural Component, Roof Deck. DESCRIPTION: PBR — a 36" wide, through fastened, structural, metal roof panel, available in 29-ga. (.015 , 26-ga. `(019); 4-ga. (0.023"), or 22-ga. (0.029") ga. PBR is typically applied over open raming. CODE CRITERIA: PER RULE 61G20-3, CHAPTER 15, FLORIDA BUILDING CODE — BUILDING, 5" EDITION (2014), ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION"1504 PERFORMANCE REQUIREMENTS 1504.1 Wind resistance of roofs. Roof decks and roof coverings shall be designed for wind loads in accordance with Chapter 16, Sections 1504.2,1504.3, and 1504.4. 1504.3.2 Metal panel roof systems. Metal panel roof systems through fastened or standing seam shall be tested in accordance with UL580 or ASTM E 1592 or TAS 125. Exception: Metal roofs constructed of cold -formed steel, where the roof deck acts as the roof covering and provides both weather protection and support for structural loads, shall be permitted to be designed and tested with accordance with the applicable reference structural design standard in section 2210.1 1504.7 Impact Resistance. Roof coverings installed on low -slope roofs(roofs slope<2:12) in accordance with Section 1507 shall resist impact damage based on the results of tests conducted in accordance with ASTM D 3746, ASTM D 4272, CGSB 37- GP-52M or the "Resistance to Foot Traffic" in Section 5.5 of FM 4470. All Structural metal roofing systems having a thickness equal or greater that 22 gage and all nonstructural metal roof systems having a thickness equal to or greater than 26 gage shall be exempt from test listed above. SECTION 1505 FIRE CLASSIFICATION 1505.1 General. Roof assemblies shall be divided into the classed defined below. Class A, B, and C roof assemblies and roof coverings be tested in accordance with ASTM E 108 or UL required to be listed by this se,ptionosligp 790. No.44923 u n STATE 01- k� n R 1 \ 6 , e • •pp �(ql pY$A�'. 7alY.11 MBJ'�BI \1 P3L0.10 0 /.O t 5 SECTION 1506 MATERIALS 1506.1 Scope. The requirements set forth in this section shall apply to the application of roof -covering materials specified herein. Roof coverings shall be applied in accordance with this chapter and the manufacturer's installation instructions. See attached installation details. 1506.4 Product identification. Roof covering materials shall be delivered in packages bearing the manufacturer's identifying marks and approved testing agency labels required in accordance with 1505. 1506.6 Screws. Wood Screws shall conform to ANSI/ASME B 18.6.1. Screws shall be corrosion resistant by coating, galvanization, stainless steel, nonferrous metal or suitable corrosion -resistant material. Corrosion resistance shall be equivalent to ASTM A641, Classl; TAS114, App E; or exhibit not more than 5 percent rust after 1000 hrs. exposure ASTM B 117. 1506.7 Clips. Clips shall be corrosion resistant clips. The corrosion resistance shall meet shall meet 0.90 oz per sq ft measured according to ASTM A 90/A90M, TAS 114 Appendix E or an equal corrosion resistance coating, electro galvanization, mechanical galvanization, hot dipped galvanization, stainless steel, nonferrous metals and alloys or other suitable corrosion resistant materials. Clips must meet the above corrosion resistance SECTION 1507 REQUIREMENTS FOR ROOF COVERINGS 1507.4 Metal roof panels. The installation of metal roof panels shall comply with the provisions of this section. 1507.4.1 Deck requirements. Metal roof panel roof coverings shall be applied to a solid or closely fitted deck, except where the roof covering is specifically designed to be applied to spaced supports. See attached limits of use. 1507.4.2 Deck slope. The minimum slope for standing seam of roof systems shall besa°wmrnon� one -quarter unit vertical in 12 units horizontal (2-percent slope). aoA See attached limits of use. A°" Wz °peyoe M1"tea �;yCi� r.. IV 14 10 � a MAR 30 2015 1507.4.3 Material standards. Metal -sheet roof covering systems that incorporate supporting structural members shall be designed in accordance with Chapter 22. Metal - sheet roof coverings installed over structural decking shall comply with Table 1507.4.3(2). T.W. 1rn7 a 319) Mptnl Rnnf CnvP..rinns . __._ .__. _.__.-,..__— Roof Covering Type Minimum Application Rate _ 55% Aluminum -Zinc Alloy Coated -Steel ASTM A 792 AZ 50 5% Aluminum Alloy Coated Steel ASTM A 875 GF60 Galvanized Steel ASTM A 653G-90 _ Prepainted Steel _ .__ ASTM A 755 1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the manufacturer's fasteners. In absence of manufacturer recommendations, the following fasteners shall be used. 1. Galvanized fasteners shall be used for steel roofs. 2. Copper, brass, bronze, copper alloy or 300 series stainless -steel fasteners shall be used for copper roofs. 3. Aluminum -zinc coated fasteners are acceptable for aluminum -zinc coated roofs. 4. Stainless -steel fasteners are acceptable for all types of metal roofs. See attached Installation instructions. CHAPTER22 STEEL SECTION 2210 COLD -FORMED STEEL CONSTRUCTION 2210.1 Regular cold -formed steel. The design of cold -formed carbon and low -alloy steel structural members shall be in accordance AISI S100. fttm ut ROM coA 0 g6gA gAABp OBO ®��> � � •fie No.44923 6 STATE OF lY A s°• cORy^� A 0°qe° MAR 3 0 2015 LIMITATIONS OF USE FOR NON -HIGH VELOCITY HURRICANE ZONES Minimum Slope: 1/2:12 Substrate: Steel Substrate Description: Purlins or FL P.E. designed equal. Substrate Attachment: Designed by FL P.E. per FBC 5�h edition (2014). Fire Barrier: Class A fire exposure rating in accordance with FBC Section 1505.1 with UL 790. Insulation: (Optional) Vinyl or reflective foil faced fiberglass batten insulations that have a flame spread rating of no more than 25 and a smoke development rating of not more than 450. Minimum Substrate Thickness: 16-ga purlins or FL P.E. designed equal per FBC 5th Edition (2014). Documentation Supporting the Compliance Statement: The product has been tested in accordance with: ASTM E 1592-01: Test Report 07-0045T-07 A, B, E. F dated 4-03-07 by Force Engineering & Testing, Inc. located in Humble, Texas. The ASTM E 1592-01 test standard is equivalent to the ASTM E 1692-05 test standard. UL 580 Testing through UL construction # 542 located in Northbrook, IL 60062. FM 4471 "Foot Traffic" documentation for roof slopes 2:12 or less per Section 1504.7. FM Approvals Report 3005245, dated July 24, 2000 located in Norwood, MA 02062. Maximum Uplift Pressure: Application: Test Pressures: See Attached Section Properties & Load Tables Install PBR Panel per the manufacturers approved details. 29 ga. PBR -55 psf @ 4 ft o c spans -12 ga!9PBR -80 psf� 4jft o1c sans r4 ga. PBR -90 ps 4 ft o c. spans 22 ga. PBR -142.5 psf @ 4 ft o.c. spans smw of ruin CAA c xaar� 00oQsa®euenaae®se e Na.44923 *.-. STATE OF�� u At'G o�09 MAIl 3 0 2015 €i,30 Oi solidda CAA. 42W78 a6`6wo44 as SCe pBp, s .'fir �vCiG�s o 0 a 0 h0.44923 73e a 3'a o TE OF = �i MAR 3 0 2015 1/h14 z 7/LONC-LIFE LAPIIX W/wX[rIT01a+ 141® 20' 0.0 1 [/2' z 7 3/12' TAPE SENFR l'� APPLICATION P MJNG WMD PBR PANEL SIDE LAP DETAIL 36' ■i ,AST IM 131 PBR PANEL FASTENER PATTERN (AT INTERMEDIATE SUPPORTS) PBR PANEL FASTENER PATTERN (AT PANEL ENDS) T Metal Roof and Wall Systems ° PBR & PBU Panels Technical/Installation Information i Houston, U 8T2R138224 Loa Vegas, NV 817R13-6224 Phoenix. AZ B8815334i224 AaaL a, BBN44B12-6 LX Wa5" 224 Richmond. VA eo0R224 -y Atlanta, GA 8]M20-9224 Lubbock,YBbaa, Tx 800RS 68 Sala, NY BOY. LIT 8 8 AMatan CA BOO1828224 Mattoon, ILN88 =0il4 2 Spit Lake City, UT 81598,624o4 Dallas, 8041224 Mamhom Tity,OK 00159 San Antonio, T%8001596fi220 Jackson, MS IN 2241 5 Oklahoma aCity,OKB6224 74224 Jackson, M96001622�4136 OmaM1a, NE BOW45BA224 Metal Roof and Wall Systems A. PBR Panel 1. General Description..............................................................2 2. Architect/Engineerinformation......................................................2 3. Product Selection Chart ..........................................................2 4. Factory Mutual Approvals.........................................................2 5. PBR Panel Section Properties......................................................3 6. PBR Panel Fastener Locations.....................................................3 7. PBR Panel Allowable Uniform Roof Loads ............................................ 4 8. PBR Panel Allowable Uniform Wall Loads ............................................. 5 9. PBR Panel UL90 Requirements....................................................6 10. PBR Panel Product Checklist .................................................... 7-8 11. PBR Panel Attachment...........................................................9 12. PBR Panel UL 90 Light Transmitting Panel Installation ............................... 10-11 B. PBU Panel 1. General Description.............................................................12 2. Architect/EngineerInformation......................................................12 3. Product Selection Chart ..........................................................12 4. PBU Panel Section Properties......................................................13 ' 5. PBU Panel Fastener Locations......................................................13 6. PBR Panel Allowable Uniform Roof Loads...........................................14 7. PBR Panel Allowable Uniform Wall Loads ............................................ 15 ' 8. PBU Panel UL 90 Requirements...................................................16 9. PBU Panel Product Checklist .................................................. 17-18 10. PBU Panel Attachment..........................................................19 11. PBU Panel Light Transmitting Panel Installation. . . ................................. 20-21 C. Typical Details 1. Ridge........................................................................22 2. High Side Eave................................................................23 3. Hip..........................................................................24 4. Valley........................................................................25 5. Gutter.............................-...........................................26 6. Eave Trim.....................................................................27 7. Rake.........................................................................28 8. Parapet High Side Eave.........................................................29 9. Parapet Rake..................................................................30 10. Corner.......................................................................31 11. Corner Box....................................................................32 12. Base.........................................................................33 13. Head Jamb....................................................................34 D.Installation Guidelines..............................................................35 © Copyright NCI Group, Inc. 2014 All Rights Reserved For the most current information on our products and erection procedures, please check the MBCI web site at www.mbci.com Descriptions and specifications contained herein were in effect at the time this publication was approved for printing. In a continuing effort to refine and improve products, MBCI reserves the right to discontinue products at any time or change specifications and/or designs without incurring obligation. To Insure you have the latest Information available, please Inquire or visit our Web Site at www.mbci.com. Application details are for illustration purposes only and may not be appropriate for all environmental conditions, building designs, or panel profiles. Projects should be engineered to conform to applicable building codes, regulations, and accepted industry practices. Insulation is not shown in these details for clarity. If there is a conflict between this manual and the erection drawings, the erection drawings will take precedence. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbC!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 Metal Roof and Wall Svsterns Houston, TX 877In136224 Adel, GA 8881448E224 Atlanta, GA 8771512.6224 Atwete , GA 8001829-9324 Dallas, TX 800e53-6224 Indianapolis, IN 800R358224 Jackson, MS BOW6224136 Las Vegas, W 877913 224 Lowkwille, TX 87)R13 Vl Lubbock, TX 800175&6224 Manoon, IL sama5-0458 Memphis. TN 800a0&6224 Oklahoma City, ON $001597-6224 Oman., HE 800145&6224 GENERAL DESCRIPTION 36" 12" PBR PANEL Coverage Width - 36" Minimum Slope-'/2:12 Panel Attachment - See page 8 Panel Substrate - Galvalume® Gauge - 26 standard - 29, 24 and 22 also available Coatings- Galvalume Plus®, Signature® 200' and Signature® 300` ARCHITECT/ENGINEER INFORMATION Phoenix, AZ 88sts lU1224 Rich mmd. VA 8001729-8224 Rome, NY 8001559,6224 Salt Lake City UT 800R74-2404 son Antonio. TX 80015984i224 1. PBR panel is a structural roof and wall panel. This panel can be installed directly over purlins or joists. Several different UL 90 construction numbers are available for this panel. 2. PBR panel is recommended for'/2:12 or greater roof slopes. 3. Field applied tape sealant is required at panel sidelaps and endlaps. 4. PBR panel is a through -fastened panel. For proper fastener application, see page 3 and page 8. 5. The information in this manual is believed to be correct and accurate. It should not be used for any specific application without being reviewed by a registered professional engineer. 6. Galvalume material must not come in contact with concrete or pressure treated lumber. PRODUCT SELECTION CHART GAUGE GALVALUME PLUS® SIGNATURE® 200" SIGNATURE® 300e 22 gauge • ■ ■ 24 gauge • ■ ■ 26 gauge • • • 29 gauge • • ■ . -Available in any quantity. ■ - Minimum quantity may be required. 'See Commercial/Industrial color chart for available colors. Signature is a registered trademark of Metal Building Components, L.P. Galvalume Pius is a registered and protected trademark of BIEC International, Inc. •: The Galvalume Plus® coating is subject to variances in spangle from coil to call which may result in noticeable shade variation ininstalled panels.The Galvalume Musa, coating is also subject to differential weathering after panel installation. Panels may appear to be different shades due to this weathering characteristic. If a consistent appearance is required, MBCI recommends that pre -painted panels be used in lieu of Galvalume Plus®. Shade variation in panels manufactured from Galvalume Plus® mated material do not diminish the structural integrity of the product. These shade variations should be anticipated and are not a cause for rejection. FACTORY MUTUAL APPROVALS WIDTH PURLIN PURLIN FASTENER NUMBER OF STITCH STITCH FASTENER RATING PROFILE IN GAUGE SPACING GA. TYPE FASTENERS FASTENER SPACING 1-135 PBR1 36 24 6-3 1/4' 16 1/4-14 X 1 114 ZAC3 3 1/4-14 X 7/8 20" O.C. ZAC11 1-165 PBR1 36 24 5'-3 1/4" 16 1/4-14 X 1 1/4 ZAC3 6 1/4-14 X 7/8 20" D.C. ZAC11 TES' 1 All roofs are Class 4471. 3 Fastener#1 E. 11 Fastener#4. State of Florida Approval Numbers: FL1904.2 (roof), FL4191.3 (wall), FL5222 (light transmitting panels). Miami Dade County NOA: 02.1016.04 (roof), 01.0417.12 (wall), see special installation instructions. www.miamidade.gov. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbc!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 Houston, TX 677013 24 Adel, GA 688M46.8324 Agents, GA BPI5124 n,l Alwaton CA 80082sg324 Dallas, TX 800B53 6224 Indianapolis, IN 8D0k73"Z34 Jackson, MS 8881623413E Las Vegas, NV 877R13 UI Lewisville, Tx 877R13-6224 Lubbock, TX 8001758E224 Mattoon, IL 8884BSO489 Memphis, TN 8=066224 Oklahoma City, OK 800159745224 Omaha, NE 8001458E224 Phoenix, AZ 88815316224 Richmond, VA BOOR29 6224 Rome, NY 8001559-6224 Sell Lesko City, UT 800/874-2404 San Antonio, TX 8001598.6224 PBR PANEL == iz® Metal Roof and WaU Systems 36" 12" � 11/4" SECTION PROPERTIES NEGATIVE BENDING POSITIVE BENDING PANEL Fy WEIGHT Ixe Sxe Maxo Ixe Sxe Maxo GAUGE (KSI) (PSF) (INAIFT.) _ (IN:3/FT.) (KIP -IN.) (INAIFT.) (IN.31FT.) (KIP -IN.) 29 60a 0.75 0.0215 0.0325 1.2656 0.0238 0.0230 0.9859 26 60' 0.94 0.0309 0.0449 1.8019 0.0382 0.0381 1.6759 24 50 1.14 0.0420 0.0570 1.7060 0.0551 0.0567 1.6968 22 50 1.44 0.0567 0.0739 2.2119 0.0754 0.0787 2.3553 Fy is 80-ksireduced to 60-ksi in accordance with the 2012 edition of the North American Specification For Design Of Cold -Formed Steel Structural Members-A2.3.2. NOTES: 1. All calculations for the properties of PBR Roof panels are calculated in accordance with the 2012 edition of the North American Specification For Design Of Cold -Formed Steel Structural Members. 2. Ixe is for deflection determination. 3. Sxe is for bending. 4. Maxo is allowable bending moment 5. All values are for one foot of panel width. The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a Copy of the most current version of the North Amercan Specification for the Design of Cold -Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specrficetion contains the design criteria for cold -farmed steel components. Along with the Specification. the designer should reference the most current building Code applicable to the project jobsite in order to determine environmental loads. If further information or guidance PBR PANEL FASTENER LOCATIONS PANELENDS INTERIOR OF PANEL APPLICATION IN J PREVAILING WIND ai NOTES: 1. The PER panel has an unsymmetrical purlin bearing side lap leg. Panel side lap with extended foot to bear on frame. However, where possible, the panel should be lapped against prevailing wind. 2. The above are typical fastener spacings. However, they may not be appropriate for all applications. Consult a professional engineer for use on any specific application. 3. Minimum VP x a/." tape sealer required at panel side laps when used as roof panels. 4. Side lap fasteners are required. Typical spacing is 20" O.C. However, this spacing may not be appropriate for all applications. Consult a professional engineer for use on any specific application. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbcl.com FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 Metal Roof and Wall Systems Houston, TX 67ml3 6224 Adel, GA 88&446E224 Atlanta, GA 8771512-6224 Atwater, CA 800829,9324', Dallas. TX B001653 224 Ind let. IN 800035-0224 Jackson, MS 8001622.4130 Las Vegas, W 87]17135224 Lewisville, TX BT7r7134i224 Lubbock, TX 800a5841224 Mattoon, IL 88&8850488 Memphis, TN 800Y206-6134 Oklahoma City, OK 80015974 24 Omaha, NE 80&458 224 Phoenix. AZ 88&533 224 Richmond, VA 800920-8224 Rome, NY 80&55"224 Salt Lake City, UT 6=1!74-2404 San Antonio, TX 80&598-8224 PBR ROOF PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 29 Gauge 0.0133"j, Fy = 60 ksi, Flu = 61.5 ksi SPAN TYPE LOAD TYPE SPAN IN FEET 3.0 4.0 5.0 6.0 7.0 8.0 9.0 1-span NEGATIVE WIND LOAD LIVE LOAD/DEFLECTION 93.75 67.01 52.73 32.53 33.75 16.66 23.44 9.64 17.22 6.07 13.18 4.07 10.42 2.86 NEGATIVE WIND LOAD 61.91 37.19 24.61 17.42 12.96 10.00 7.94 2-span LIVE LOADIDEFLECTION 70.40 45.18 30.41 21.75 16.28 12. 22 9.40 NEGATIVE WIND LOAD 73.01 44.74 29.96 15.96 12.36 9.84 3-span LIVE LOAD/DEFLECTION 80.00 5343 36.52 2.73 14.32 9.59 6.74 NEGATIVE WIND LOAD 69.51 42.31 28.22 E21.37 0.08 14.97 11.58 9.21 4-span LIVE LOAD/DEFLECTION 77,00 50.82 34.56 4.74 15.58 10.44 7.33 e 26 Gauge SPAN TYPE LOAD TYPE SPAN IN FEET 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 133.48 75.08 48.05 33.37 24.52 18.77 14.83' 1-span LIVE LOAD/DEFLECTION 119.08 52.22 26.74 15.47 9.74 6.53 4.58 NEGATIVE WIND LOAD 114.41 66.59 43.33 30.37 22.44 17.24 13.66 2•span LIVE LOADIDEFLECTION 105.60 71.09 46.37 32.55 24.07 18.51 13.88 NEGATIVE WIND LOAD 138.49 81.62 53.46 37.61 27.86 21.44 17.00 3-span LIVE LOAD/DEFLECTION 120.00 86.91 57.11 34.86 21.95 14.71 10.33 NEGATIVE WIND LOAD 130.70 76.70 50.12 35.22 26.06 20.05 15.89 4-span LIVE LOADIDEFLECTION 1 115.50 81.75 53.58 37.71 23.77 15.93 11.18 24 Gauge SPAN TYPE LOAD TYPE SPAN IN FEET 3.0 4.0 1 5.0 6.0 1 7.0 8.0 1 9.0 NEGATIVE WIND LOAD 126.37 71.08 45.49 31.59 23.21 17.77 14.04 1-span LIVE LOADIDEFLECTION 125.59 70.70 38.51 22.28 14.03 9.40 6.60 NEGATIVE WIND LOAD 120.59 69.04 44.56 31.09 22.91 17.57 13.90 2-span LIVE LOADIDEFLECTION 117.33 69.40 44.80 31.25 23.03 17.66 13.97 NEGATIVE WIND LOAD 148.17 85.44 55.34 38.68 28.53 21.90 17.34 3-span LIVE LOADIDEFLECTION 133.33 85.87 55.62 38.89 28.68 19.34 13.58 NEGATIVE WIND LOAD 139.13 80.03 51.77 36.16 26.66 20.46 16.19 4-span LIVE LOAD/DEFLECTION 128.33 80.43 52.04 36.35 26.81 20.57 14.45 22 Gauge SPAN TYPE LOAD TYPE SPAN IN FEET 3.0 4.0 5.0 6.0 1 7.0 8.0 1 9.0 NEGATIVE WIND LOAD 163.85 92.16 58.98 40.96 30.09 23.04 18.21 1-span LIVE LOAD/DEFLECTION 174.46 98.14 52.70 30.50 19.21 12.87 9,04 NEGATIVE WIND LOAD 168.30 96.14 61.98 43.21 31.83 24.41 19.31 2-span LIVE LOAD/DEFLECTION 158.71 90.50 58.30 40.63 29.91 22.94 18.14 NEGATIVE WIND LOAD 207.24 119.12 77.03 53.80 39.67 30.44 24.09 3-span LIVE LOADIDEFLECTION 195.75 112,25 72.50 50.61 37.24 24.95 17.52 NEGATIVE WIND LOAD 194.44 111.53 72.04 50.29 37.06 28.43 22.50 4-span LIVE LOAD/DEFLECTION 183.56 105.06 67.79 47.29 34.84 26.54 18.64 No es7 1. Strength calculations based on the 2012 AISI standard "North American Specification for the Design of Cold -formed Steel Structural Members." 2. Allowable loads are applicable for uniform loading and spans without overhangs. 3. LIVE LOADIDEFLECTION load capacities are for those loads that push the panel against Its supports. The applicable limit states are flexure, shear, combined shear and Flexure, web crippling at end and interior supports, and a deflection limit of U180 under strength -level loads. 4. NEGATIVE WIND LOAD capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure, shear, combined shear and Flexure, and a deflection limit of U60 under 10-year wind loading. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart. 6. Effective yield strength has been determined In accordance with section A2.3.2 of the 2012 NAS specification. 7. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data. 8. This material is subject to change without notice, Please contact MBCI for most current data. The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most current version of the North American Specification for the Design of Cold -Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold -formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the projectjobsite in order to determine environmental loads. If further information or guidance regarding cold -formed design practices is desired, please contact the manufacturer. SUBJECT TO CHANGE WITHOUT NOTICE SEE WWW.mbc!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 (1 H6uston, Tx 877nt343224 Adel, GA 88W,14"Vat Atlanta, GA 87715IM224 Atwater, GA 800MG-9324 Gallas, Tx BlxV653 24 Indlanepolis, IN 800n35 6224 Les Vegas, NV 877al3 224 Lewisville, TX 877UI3 224 Lubbock, Tit 80005BE224 Monoon, IL 8BB/865 0468 Memphis, TN 8002064i224 Oklahoma City, OK SO01597L224 uc annrasa,8n4 Phmmia. AZ 888153Y6224 Richmond, VA OOOR29E224 Rome, NY 800I5536224 Salt Lake City. UT 800/574 2404 San Antonio, Tx 800159&6224 ZYMMU iz® Metal Roof and Wall Systems PBR WALL PANEL ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT 29 Gau a 0.0133" , F = 60 ksi, Fu = 61.5 ksi SPAN IN FEET 3.0 4.0 5.0 6.0 7.0 8.0 9.0 SPAN TYPE LOAD TYPE NEGATIVE WIND LOAD 93.75 52.73 33.15 23.44 17.22 13.18 10.27 10.42 8.11 1-span LIVE LOADIDEFLECTION. 67.01 41.08 26.29 18.26 13.41 12:96 10.00 7.94 2-span NEGATIVE WIND LOAD 61.91 37.19 45.18 24.61 30.41 17.42 21.75 16.28 12.62 10.06 LIVE LOADIDEFLECTION NEGATIVE WIND LOAD 70.40 73.01 44.74 29.96 21.37 15.96 12.36 9.84 3-span LIVE LOADIDEFLECTION 80.00 53.43 36.52 26.39 19.89 15.50 11.58 12.40 9.21 4-span NEGATIVE WIND LOAD 69.51 42.31 28.22 34.56 20.08 24.89 14.97 18.72 14.56 11.63 LIVE LOADIDEFLECTION 77.00 50.82 26 Gau Is 0,0181" , Fit = 60 ksi, Fu = 61.5 ksi SPAN IN FEET SPAN TYPE LOAD TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 133.48 75.08 48.05 33.37 24.52 18.77 14.83 13.79 1-span LIVE LOADIDEFLECTION 119.08 69.83 44.69 31.04 22.80 17.46 17.24 13.66 2-span NEGATIVE WIND LOAD 114.41 66.59 71.09 43.33 46.37 30.37 32.55 22.44 24.07 18.51 14.66 LIVE LOADIDEFLECTION NEGATIVE WIND LOAD 105.60 138.49 81.62 53.46 37.61 27.86 21.44 17.00 3-span LIVE LOADIDEFLECTION 120.00 86.91 57.11 40.25 29.85 22.99 18.24 15.89 4-span NEGATIVE WIND LOAD 130.70 76.70 50.12 35.22 37.71 26.06 27.93 20.05 21.50 17.05 LIVE LOADIDEFLECTION 115.50 181.75 53.58 24 Gau e SPAN IN FEET SPAN TYPE LOAD TYPE 3.0 4.0 5.0 6.0 7.0 8.0 9.0 NEGATIVE WIND LOAD 126.37 71.08 45.49 31.59 23.21 17.77 14.04 . 13.97 1�pan LIVE LOADIDEFLECTION 125.69 70.70 45.25 31.42 23.09 17.68 13.90 2-span NEGATIVE WIND LOAD 120.59 69.04 69.40 44.56 44.80 31.09 31.25 22.91 23.03 17.57 17.66 13.97 LIVE LOADIDEFLECTION NEGATIVE WIND LOAD 117,33 148.17 85.44 55.34 38.68 28.53 21.90 17.34 3-span LIVE LOADIDEFLECTION 133.33 85.87 55.62 38.89 28.68 22.02 17.43 NEGATIVE WIND LOAD 139.13 80.03 51.77 36.16 26.66 20.46 20.57 16.19 16.28 4-span LIVE LOADIDEFLECTION 128.33 1 80.43 1 52.04 I 36.35 I 26.81 22 Gauge SPAN IN FEET SPAN TYPE LOAD TYPE 3.0 4.0 5.0 6.0 7.0 8.0 NEGATIVE WIND LOAD 163.85 92.16 58.98 40.95 30.09 23.04 8.0 18.21 1-span LIVE LOADIDEFLECTION 174.46 98.14 62.81 43.62 32.04 24.53 19.38 NEGATIVE WIND LOAD 168.30 96.14 61.98 43.21 31.83 24.41 19.31 2-span LIVE LOAD/DEFLECTION 158.71 90.50 58.30 40.63 29.91 22.94 18.14 NEGATIVE WIND LOAD 207.24 119.12 77.03 53.80 39.67 30.44 24.09 3-span LIVE LOADIDEFLECTION 195.75 112.25 72.50 50.61 37.29 28.61 22.64 NEGATIVE WIND LOAD. 194.44 111.53 72.04 50.29 37.06 28.43 22.50 4-span LIVE LOADIDEFLECTION I 163.56 105.06 67.79 47.29 34.84 26.72 21.14 Notes, 1. Strength calculations based on the 2012 AISI Standard "North American Specification for the Design of Cold -formed Steel Structural Members: 2. Allowable loads are applicable for uniform loading and spans without overhangs. 3. LIVE LOADIDEFLECTION load capacities are for those loads that push the panel against its supports. The applicable limit states are flexure, shear, combined shear and flexure, web crippling at end and interior supports, and a deflection limit of Ll60 under strength -level loads. 4. NEGATIVE WIND LOAD capacities are for those loads that pull the panel away from its supports. The applicable limit states are flexure, shear, combined shear and flexure, and a deflection limit of 1_/60 under 10-year wind loading. 5. Panel pullover and Screw pullout capacity must be checked separately using the screws employed for each particular application when utilizing this load chart. 6. Effective yield strength has been determined in accordance with section A2.3.2 of the 2012 NAS specification. 7. The use of any accessories other than those provided by the manufacturer may damage panels, void all warranties and will void all engineering data. 8. This material is subject to change without notice. Please contact MBCI for most current data. The Engineering data contained herein is for the expressed use of customers and design professionals. Along with this data, it is recommended that the design professional have a copy of the most,current version of the North American Specification for the Design of Cold -Formed Steel Structural Members published by the American Iron and Steel Institute to facilitate design. This Specification contains the design criteria for cold -formed steel components. Along with the Specification, the designer should reference the most current building code applicable to the project jobsite in order to determine environmental loads. If further information or guidance regarding cold -formed design practices is desired, please contact the manufacturer. SUBJECT TO CHANGE VATHOUT NOTICE SEE www.mbc!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 Moral Rnnf and Wall Svsrems Houston,T 877a 136224 Adel, GA M4456224 Atlanta, GA 87715126224 Atwater, CA 8MB299324 Gallas, T SOM53.6224 Indiana polls, IN 800a356224 Jackson, MS 8001622-413G Les Vegas, NV 877a136224 Lewisville, Tic OngI36224 Lubbock, TX 80017586224 Made. , IL 88BI8854k88 Memphis, TN 80V2086224 Oklahoma City, ON 80015976224 Omaha, NE 9KM586224 UL 90 REQUIREMENTS PBR PANEL Phoenix, AZ 88815336224 Richmond, VA BOOa2M224 Rome, NY 80015586224 Sall Lake City, UT 8001874 2404 San Antonio, Tx 800159MV4 Construction #30 26 MSG Min. Gauge PBR Panel over Purlins at 5%0%" O.C. 1. For Class 90 -Panel to purlin connections to be #14 Hex Head with a 5/8" O.D. washer in a 4-8-4-8 in. pattern. Panel to panel connection to be 20" O.C. with fastener located over each purlin. 2. Purlins - No. 14 MSG min. gauge steel, (55,000 psi min. yield strength.) Construction #79 26 MSG Min. Gauge PBR Panel over Purlins at 5% 0 %" O.C. 1. Panel Fasteners - Panel to purlin connections to be #14 Hex Head with a W O.D. washer, 6" O.C. in 5-7-5-7 in. pattern. Endlap spacing to be 6 in. O.C. Spacing for panel to panel connection to be 20" O.C. 2. Purlins - No. 16 MSG min. gauge steel. (55,000 psi min. yield strength); or min. H series open web steel joists. Construction #161 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 'W O.C. 1. Panel Fasteners - Panel to purlin connections to be 12-14 x 1" self -drilling Hex Head with a %" O.D. washer, 12" O.C. Spacing at endlap to be in a 5-7-5-7 in. patterns. Spacing for panel to panel connection to be 20" O.C. with a fastener located over each purlin. 2. Purlins - No. 14 MSG min. gauge steel, (55,000 psi min. yield strength.) Construction #542 26 MSG Min. Gauge PBR Panel over Purlins at 5'- 0 %n5" O.C. 1. Panel Fasteners - Panel to purlin connections to be 12-141" self -drilling Hex Head with a %" O.D. washer,12" O.C. Spacing at endlap to be in a 5-7-5-7 in. pattern. Spacing for panel to panel connection to be 20" O.C. with a fastener located over each purlin. 2. Building Units - Translucent Panels. 3. Translucent Panel Rib and Purlin Reinforcement - See UL 90 light transmitting panel installation instructions. 4. Purlins - No. 16 MSG min. gauge steel. (55,000 psi min. yield strength). IMPACT RESISTANCE PBU panels carry a Class 4 rating under UL-2218 "Test Standard For Impact Resistance" 1. Deck: NC Incline: Unlimited FIRE RESISTANCE RATING Class A The panel qualifies for a Class A Fire Rating in compliance with Underwriters Laboratories Standard UL-263 when installed over a non-combustible substrate. A Class C Fire Rating will be qualified for over a combustible substrate. Look for classification marking on product. CAUTION The above listings are summaries of Construction Numbers. For UL 90 rated roof requirements and complete design information, see the Undemnlers Laboratories Building Materials Directory. If you have any questions, call MBCI before proceeding. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbC!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 i v Hammon, TX 87717136224 AUel, GA 88814466224 Atlanta, GA 87715126224 Atwater, CA 8001a29�9324 Dallas, Tx 8(XVSSM224 Indianapolis. IN 800)7356nsl Jackson, MS BNW6224136 PBR Panel Lee Ve9aa, NV 8"17136224 Lewisville, TX 8779136224 Lubbock, TX 80M586224 Mattoon, IL 88818860468 Memphis, TN 80012066224 Oklahoma City, OR 80015976224 Omaha, NE 80014586224 12" 36 1 Y4" PBR Panel El Flat Ridge/Hip Flashing COLOR SPECIFYANGLE� Parapet High Eave Phoenix, AZ 88815336224 Riohmon4, VA 80017296224 Rome, NY 600155-6224 Salt Lake City, UT 8001874.2404 San Antonio, TX 8001598.6224 PRODUCT CHECKLIST Ridge Cap Maximum Roof Pitch 5:12 FL-49 2'-6" ElSpecify Pitch FL-51 T-0" ❑ Valley Flashing SPECIFYANZ LE Standard L qs^ FL-556 ❑ SPECIFY ANGLE T 45° FL-36A ❑ I Extended FL-558 ❑ I COLOR---B 51h Specify Roof Slope FL-874 ❑ Sculptured Hang -On Gutter 1" 90° -'OF yyLLy— �`�`.1,4/)ROOF PITCH 4" / —f2 DIM. A 4° COLOR � 4 —+j` 90° + ° OF ROOF SLOPE Specify Roof Slope FL-18C ❑ Parapet Rake COLOR 1 5" 6„ 13k ' +3/4" Metal Roof and Wall Systems Sculptered High Side Eave COLOR x'I` 8"—'I` 4"" 4" 11W. 2" Specify Roof Slope FL-17 ❑ Sculptered Rake COLOR " 14" 1'/4" 4" 2"11i" Eave Trim 5" COLOR 3tW FL-16 ❑ FL-952 ❑ Specify Roof Slope FL-19 ❑ Sculptured Eave Gutter Gutter Strap ROOF SLOPE DIM. A 4" COLOR-il`-4"-+ 90"+°of ROOF SLOPE Specify Roof Slope FL-18 ❑ FL-893 ❑ Gutter End Specify Left or Right Specify Gutter part no. FL-18A ❑ SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.com FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 7 Metal Roof and Wall Sweins Houston, TX 8771713-0224 Add, GA 8881448E224 Atlanta, GA 8771512-6224 Atester, CA 80018249324 Dallas, TX 8001653-6224 Indianapolis. IN 80017354224 Jackson, MS EMB22AI35 Las Vegas, NV 877fl IM224 Lewisville, TX 877a134224 Lubbock, TX 8001758A224 Mattoon, IL 8881885-0468 Memphis, TN 8NO06-6224 Oklahoma City, OK 80015979224 Omaha, NE ooal458E224 PRODUCT CHECKLIST phase , AZ 888753346224 Richmond, VA B00(M"224 Rome, NY 8001559A224 Sall Lake City, UT 80018744404 San Antonio, Tit 800159"224 Inside Corner Trim Downspouts 31ti ov. ' Corner Trim - Outside 41h„ /' COLOR � 3�;s' 41fz" COLOR FL-31 -Straight ❑ 3/111" -Y4a* 1�<" FL-800 ❑ �4" FL-31A- With Kick -Out ❑ FL-830 ❑ Base Trim (With Sheeting Notch) Base Trim (Without Sheeting Notch) Jamb Trim COLOR COLOR 3'/4" 1�Yq, 2" � 13/4" COLOR �y {� 2"{` '"A" 2C i6 FL-72 ❑ 7�— FL-530 ❑ FL-23 ❑ Fasteners LTP Head Trim #17A X 1'/." Driller ❑ �(t�,�,�,���,�,���,�,,����Ey12-14 #12A tf-------- 21h„ 12-14 x 1" Pancake Head Driller ❑ � High Strength Fiberglass ❑ t 1/4' COLOR 12-14 X 1W Long Life Driller ❑ High Strength Fiberglass ❑ FL-26 ❑ U.V. Resistant Sealant V2;" x /3a" HW-507 ❑ Closures #4 �I��� HW-455 ❑ W-14 X 7/" Long Life Lap Tek ❑ 1" X %3" HW-506 ❑ Inside i743L HW-5 Bead W-502 ❑ /."-14 X 1'/4" Lang Life Driller Outside with 1'/" O.D. washer ❑ IZ4 HW456 ❑ Beveled Inside' #44L Color Part No. ❑ '/."A4 X 7%" Long Life Lap 7el,,ith White HW-540 ❑ Gray HW-540 El ❑ 1'/" O.D. Washer ElURETHANE Almond HW-540 ❑ SEALANT 11 OZ. Bronze HW-540 ❑ Beveled Outside* X 31a' Stainless Steel Pop Rivet ❑ NOTE: 25' Per tube at'/." bead -Special order- requires two -week lead time Note: It is the users responsibility to ensure that the installation and use of all light transmitting panels comply with State, Federal and OSHA regulations and laws, including, but not limited to, guarding all light transmitting panels with screens, fixed standard railings, or other acceptable safety controls that prevent fall -through. SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbCi.COM FOR CURRENT INFORMATION EFFECTIVE FE13RUARY to, 2014 Hyuata. OA 877/51 6229 Les Vegas,NV 0958-6224 Rome,PhoenN 6=559818229 ® Adel, GA 88W448A224 Lewisville, T% 877al3 224 Richmond, VA 8=729E224 Atlanta. A8001826224 Lubbock,nol,IL 880g58-6229 Rome, NY City, 224 0018 Alwed, CA QS5I 6224 Memphis IL l (100 5A468 Salt Lake Gity, UT 80018)L2d0a eas Indiana T%is. IN B 6224 Oklahom Ci y, OK 00159 San Antonio, T%808159&6224 IndianapJackson, M , IN S224130 Omaha. N City, 45 e0W59)-6224 Jackson, M980Wfi22-4156 Omaha. NE 8001458-6224 Metal Roof and WaU Systems ENDLAPATTACHMENT (SEE DETAIL B) FASTENER #3 EAVE ATTACHMENT (6 FASTENERS PER PANEL) FASTENER #4 1 20" O.C. @ ROOF PBR PANEL 24" O.C. @ WALL 'k" X V32 TAPE SEALER DETAIL "A" NOTES: Sldelap FASTENER #3 HIGH SIDE ATTACHMENT (6 FASTENERS PER PANEL) PANEL FASTENER #3 INTERMEDIATE PURLIN ATTACHMENT(3 FASTENERS PER PANEL) DETAIL "B" FASTENER #3 6 EACH PER PANEL Y2" % VW" TAPE SEALER (TWO LAYERS) 1. Y" X 4/ " tape sealer must be installed between weather infiltration point and fastener. 2. Install Fastener #4 (W-14 X 7/" Long Life Lap Tek) at 20" O.C. at roof panel side laps and 24" O.C. at wall panel side laps. 3. When possible, install panels such that sidelaps are nested away from prevailing winds. 4. Fastener #4A (W-14 X 7W Lap Tek) are available as an alternate when long life fasteners are not desired. Endlap 1. Stack 2 continuous layers of Y2" X aY.." tape sealer on top of each other and must be Installed between weather infiltration point and fastener. 2. Install Fastener #3 (12-14 X I%" Long Life driller) on each side of major ribs of panel (two fasteners per foot). 3. Fastener #17A (12-14 X 1'/." self -driller) are available as an alternate when long life fasteners are not desired. SUBJECTTO CHANGE WITHOUT NOTICE SEE www.mbc!.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY 10, 2014 V 10 r� • �® Houston, T%B612-62224 Las Vegas, NV 8/75M224 RomePhoen.. 80855"22424 Adel, CA lW4464i224 Load,illo. Tit 8])1)11 a,l Richmond, VA BOW266nt Atlanta, CA 6T/I512 93 4 Lubbock, Mattoon, L N81885 N1220 Roma, ke ity. UT 81 24 Alms. TX 80 1658 6n 24 emphis, 7N881885-0460 Salt Lake City, U 801159 4-2404 Dallas. TX BOOR51fi224 Memphis. TN 000206-6220 San Anlonlo, TX BON5908224 Indianapolis, IN 8001135 224 Oklahoma City, OK B001597 8224 Mntnl Rnnfnnd Wall.Cvctem.c Jackson, MS 8001822.4136 Omaha, NE 8001458-6224 CONSTRUCTION NO. 542 UL 90 LIGHT TRANSMITTING PANEL INSTALLATION Install roof panels, leaving the light transmitting panel run open, except for lower light transmitting panel run metal panel. Install tape sealer to panel sidelaps and across panel width as normal. LIGHT TRANSMITTING PANEL C' " TRI-BEAD TAPE SEALER Attach light transmitting panels at the low and mid - slope connection to the purlin with nine Fastener #431- ('/ 14 x 1'/:" Long Life Driller with 1'/e' O.D. washer) per connection. LOWER PANEL FASTENER#4 (18 MINIMUM) 10 SUBJECT TO CHANGE WITHOUT NOTICE SEE www.mbci.COM FOR CURRENT INFORMATION EFFECTIVE FEBRUARY W, 2014 CATEGORY CHARACTERISTIC TESTMETHOD PURPOSE RESULT Room Fine Performance UL 790 Standard for Standard Test Methods for See ClassAflre Rating Data Sheet Fire Tests of Roof Coverings FIRE RESISTANCE For use in Design Nos. P225, P227, P230, Room Fire Performance UL 263 Standard for Fit 'eTests of Building P237, P265, P268, P508, P510, P51Z Constnictlon and Matei'lals P701, P711, P720, P722, P726, P731, P734, P801, P815. P819. Roof Performance Sets performance standards for panel -FM Global FM 4471 roofs Including a hP resistance See rM EngineedrigTech Bulletin RoaPerformance Determines the uplift resistance of roof Class 90 Rating- Construction Number -Underwriters Laboratories UL580 assembiles consisdiig of the roof and roof 30,54,79,104. 112,461,167, 184, covefings materials and 542. The Product Contra! Approval System establishes a protocol to evaluate the standards of products used In colrsdtiCRon In Mlaml-Dade County. Mlaml-Dade County, TAS 125 with Its inclusion lnthe High VelocltyHuril- Roof Performance TAS 201 cane Zone (HVHZ) has the most stringent -Mlarrll-Dade County TAS 100 code. requirements of the Florida Building See NOA#12-0123.07 FM 4471 App.G Code. Therefort4 all products that comprise the structures building envelope— door:, shutters, windows, prefabricated buildings and truss plates —require the issuance ROOF LISTINGS plan approval In order to be used for con- struction In Miaml-Dade County_ Florida product approval Is the approval Roof Performance ASThi E 1592 r-fA 4471 of products and systems, which cum e - the building envelope and struct ran See FL# 11868:1 -F1nrklaApproval UL 790 frame . forcornpffance with rite strt� tal requirements of the Florida Building - Code. TWIAprovideswlndstorni and hall Insurance In areas exposed to hurricanes and currently provides wlndstorai and Roof Performance - Texas hall coverage in the following 14'Rrst Department oflntsurance ASTME1592 uer"Texas coastal counties: Aransas, See RC358 and RC-393 Brazorfa, Calhoun, Cameron, Charnbers, Galveston, jeffei son. Kenedy, Kleberg, Matagorda, Nueces, Refugio, San Patrlcio and Willacy. Descriptions and specifications contained herein were In affect at the time this publication was approved for printing. In a continuing effort to refine and Improve products, MBCI reserves the right to discontinue products at any time or change aped0cations and/or designs without Incurring obligation. To ensure you have the latest information avoliable, pleaso Inquire or visit Our website at www.mhcl.com. Applicationdetails are for Illustration purposes only and may not be appropriate. for all onvironmontal conditions, building designs orponel pmftles. Projects should be designed to conform to applicable building codes, regulatlons and accepted industry practic05. if there l;�'1 a conflict between this manual and project erection drawines. die erection drawlnes will take precedence. no ••