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HomeMy WebLinkAboutBuilding Permit ApplicationALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 1/26/2018 Permit Number: - Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Window/door PROPOSED IMPROVEMENT LOCATION: Address: 6502 PALOMAR PKwY, APT "B" Legal Description: LAKEWOOD PARK -UNIT 12-A- BLK 173-A LOT 11 (MAP 13113N) (OR 3639-2559) Property Tax III #: 1301-615-0135-000-0 Site Plan Name: Project Name: 6502 Apt B Setbacks Front Back:_ Right Side: Left Side: 1. Replace (8) Non -impact Windows w/Existing Shutters 2. Replace (2) Exterior Doors JA N ?Qi Lot No.11 Block No. 173 CONSTRUCTION INFORMATION:;, Additional work to . e Fo—rrn- ed un er this permit — check 0 ❑Gas all that apply: Q Windows/Doors OHVAC Gas Tank Piping _ Shutters ® Electric F� Plumbing O Sprinklers 0 Generator g Roof Roof pitch Total Sq. Ft of Construction: S Ftof First Floor: 0 Height: Cost of Construction: $ 2000.00 Utilities: L_I Sewer Septic Building OWNER/LESSEE: CONTRACTOR: Name CSC INVESTMENTS PROPERTY LLC Name: MICHAEL CONRAN Address-1001 S.E. MONTEREY RD Company: CONTRATOR SERVICES OF SOUTH FLORIDA LLC. City: STUART State:FL Zip Code: 34994 Fax: Address: 1001 S.E MONTERY RD City: STUART State:FL Phone No.7723613227 Zip Code: 34994 Fax: E-Mail:SFCONTRACTOR@YAHOO.COM Phone No. 7723613227 Fill in fee simple Title Holder on next page if different E-Mail: SFCONTRACTOR@YAHOO.COM State or County License: CBC1261632 from the Owner listed above) If value of construction is $2509 or more, a KtGUKUtU rvotice or iommencamun 1b 1 C 4u g SUPPLEMENTAL CONSTRUCTIONLIEN LAVA INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: CSc INVESTMENTS PROPERTY LLC Ad d ress: 6w2 PALOMAR PKWY• APT'W City: STUART State: Zip: Phone FEE SIMPLE TITLE HOLDER: Name: Address: 1001 S.E MOWERY RD City: Zip: Phone: — Not Applicable MORTGAGE COMPANY: Not Applicable Name: MICHAEL CONRAN Address: 1001 S.E. MONTEREY RP City: MART State: Zip: Phone: BONDING COMPANY: Not Applicable Name: Address: City: Zip: Phone: OWNER/ 'CONTRACTOR AFFIDVIT: Application Is hereby made to obtain a permit to do the work and Installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested hermit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 trust be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing n�iorWor recopding your Notice of Commencement. .f of Owner/ Lessee/Contractor a§ Agent STATE OF FLORIDA COUNTY OF c The forgoing ins ent was acknowledged befor F1�Z this lay of 20 by 2 aj m_ w�W Name of person making statement �T Personally Known OR Produced Identifica N� 9 Type of IdeWrption Produced (Signature of NotirJ Public- State of FloridV ) Commission No. (Seal) of Contractor/License Holder STATE OF FLORIDA ► a a COUNTY OF �* a The forgoing ins ent was acknowledged before M� Ef � � thi day of 20ISby „ „ o s Name of person making statement'` Personally Known OR Produced Identificati Type of lftktifjcation Produced L (Signature of Not, o Public- State of Florida ) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 C�l I 6 4 I Submit Surcharge Stats & Facts . Pubilcations 1 FBC Staff I SCLS Site Map ` links �: Search i djFI Aida ai product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > AppGention Detail FL # FL14104-RIS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@field-wen.com IELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 07/06/2017 07/13/2017 07/15/2017 Year 2008 of FL # Model, Number or Name Description 14104.1 Builders Vinyl (V-2500) Tilt Single Hung 48, x 77" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC R-PG50-48x77 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/04/2021 Design Pressure: +50/-50 Installation Instructions Other: FL14104 R15 11 Bidr Vin l Tilt SH FBC Installs 48x77 SS 2017-06-13.udf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AF PER4868 SS 2n17-06-13 odf Created by Independent Third Party: Yes 14104.2 Builders Vinyl (V-2500) Two Wide Tilt Single Hung 84" x 57" Annealed Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14104 RIS C CAC XX R-PG50-84x57 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/28/2021 Design Pressure: +501-50 Installation Instructions Other: FL14104 P15 II R-PG50- 84xS7 Installation Instructions ndf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AF PFR 3Q76 odf Created by Independent Third Party: Yes 14104.3 Builders Vinyl (V-2500) Three Wide Tilt Single Hung 108" x 74" Annealed Insulated Glass Limits of use Certification Agency Certificate Approved for use in HVHZ: No FL14104 R15 C CAC XXX R PGSQ i08x74 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +501-50 Installation Instructions Other: FL14104 RIS II BV- Triple TSH CHS PG50 108x74 SJW2012-014 Naii Hn 5-25-16 odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.4 Builders Vinyl (V-2500) Three Wide With Center Picture Tilt Single Hung 109" x 74" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50I-50 Other: Certification Agency Certificate FL14104 R15 C CAC XOX R-PG50-109x74 pdf Quality Assurance Contract Expiration Date 01/29/2022 Installation Instructions FL14104 R15 IT XQX R-PG50- 109x74 Installation Instructionspdf Verified By: American Architectural (Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AF PER 3n77 pdf Created by Independent Third Party: Yes 14104.5 Builders Vinyl (V-2500) Tilt Single Hung 36' x 84' Annealed Insulated Glass Limits of use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Certification Agency Certificate FL14104 R15 C CAC R-PG35-36x84 pdf Quality Assurance Contract Expiration Date 12/20/2019 Installation Instructions FL141Q4 R15 II R-PG35- 36x84 Nail Fin Installation Instructions odf Verified By: American Architectural Manufacturers. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 14104.6 Builders Vinyl (V-2500) Tilt Single Hung 52 1/8" x 75" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL14104 R15 C CAC R-PG50-52 125x75 odf Quality Assurance Contract Expiration Date 05/13/2022 Installation Instructions FL14104 R15 II R-PG50- 52.125x75 Installation Instructions odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 R15 AE PER 3079 odf Created by Independent Third Party: Yes 14104.7 Builders Vinyl (V-2500) Tilt Single Hung 48" x 72" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. No Design Pressure: +35/-40 Other: Certification Agency Certificate FL14104 R15 C CAC R-PG35-48x72 DP-40 Cert odf Quality Assurance Contract Expiration Date 06/25/2018 Insta€lation Instructions FL14104 R15 II R-PG35-48x72 DP- 40 Installation Instructions odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party; 14104.8 Builders Vinyl (V-2500) Tilt Single Hung 36" x 72" Annealed Insulated Glass Limits of Use Approved for use in HVHZ: Na Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-55 Other: Certification Agency Certificate FL14104 R15 C CAC R PG50 36x72 DP-55 Ddf Quality Assurance Contract Expiration Date 09/09/2021 Installation Instructions FL14104 R15 iI Bldr Vinyl TSH FBC 36x72 AT 2 16-10- 0. df FL14104 R15 11 Bidr Vinyl TSH FBC 3602 SS 2016-10- 20. L)b Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports FL14104 P15 AE PER4544 odf Created by Independent Third Party: Yes .Back Next Comas :: 2661 Elair Stone Road Taillabassee FL 32399 Phnne: 850-467-1824 The State of Florida is an AA(EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: RefundStateroom Under Florida law, emazi addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, grease contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, I'Kensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be user} for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: C] ® eChEsl Credit Card Safe 4" MAX. FROM RS O.C. AX. Installatton Notes. 1. Seal flangefframe to substrate. 2. use #8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 1 112" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Most structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect aengineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does Digitally srgrfmlg n/ votero, r. Reason{l ppsgo�ing `dent Date,jTY3"1; not address the sealing consideration that may arise in different wall 7 conditions. For the complete installation procedures, see the instructions packaged with the window or go to www.jold-wen.com. T ��p�: � �"•r=��4~ DISCLAIMER: This drawing and its contents are confidential and are not to be '� �S' ��� �. reproduced or copied in whole or in part or used or disclosed to others �"�•`a p; aka: 7�� except as authorized by JELD-WEN Inc. 39e Eastt ll9tlliil�Wi� 33no4 ire 338 12' MIN FMREDM&JT M4a DtSrAMCP FOR EDGE: V4' FRAME SECTION (Tin VERTICAL SECTION MIN. DISTANCE FOR MGE: 31V MIN. ENEDMENr NAIL FIN INSTALLATION MIN. DISTANCE FOR Eo6 3/4' 3 2 r Va" MAX / 51-dM SPACE 11/2" MIN. o EMBEDMENT 1 SAME 5ECTION TYP) HORIZONTAL SECTION �: crlEbenxen rrau,y F� 4w�a Dpri,g. RATINGIMPACT+50/-50 ��MaxFra�melDP NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code{IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated oondfions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. PPMECT eecrxma: DATE: 3737 Lakeport BW -- t}3/31/2D17 JET 7Z•"�1TL` N Druwa Dr: scA(3 Lsj7 �1 J_,lr math Falls, OR.97601 1.HAVAaNS NTS I Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung ems": A 1, r aFA 4" MAX. MTii o=ANX 13 1 / f ROM EWE: 3/C� O.C. MAX.—tCORNERS 8 3/4" C.C. MAX. i �i Installation Notes: 1. Seal Aangelframe to substrate. 2. Use #8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 112" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project ofinstallation, -11 M DRIMAtENT j we MAX S M SPAM FRAME SEMON MR) VERTICAL SECTION THROUGH FRAME INSTALLATION r r/2' MIN. EMBEDMENT 2/4" MAX .3 SHIM SPACE MIN.DISTANCE 2 FOR EDGE' 3/V' _I 11 1 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame I DP RATING IMPACT" 48 x 77 +50/-50 NO General Notes: 1. The product shaven herein is designed, tested and manufactured to comply with the wind toad criteria of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2, All glazing shall conform to ASTM E1300. 3. At minimum, glazing shall be single strength annealed insulating glass. This y the fasteners requiredanchor the hedule addresses ldesign osize to achieve the rated prey ure up the limitations window ,e'S • noted. It is not intended as a guide to the installation process and does '� • • f O PROJECT ENMEEit not address the sealing consideratton that may arise in different wall ;' : conditions. For the complete instaliation procedure, see the instructions * 7 = . -* W MAWN M. J.HAWKINS packaged with the window or go to www.jeld wen.com. '• T T alra®sr: D.BELAU DISCLAIMER: i� '� ••..... � �� �i �S 6� APPRUdD BY-. J.GOOSSEN This drawing and its contents are confidential and are not to be in in disclosed to otrllers�1����d3��b�� v� reproduced or copied whole or part or used or byJELD-WEN Inc. 398 E—t XAM DllitNd. Sure 33B aNNTo-re+ except as authorized Dan;® a-h. FL 33004 110-16-134 f2017 T7'�T ��rEN 3737 Lakeport Blvd J �+ jr j'j �� jam'+ 1 � IQamath Falls, OR. 97601 NTS Phone: (541) 882-3451 Builders Vinyl Tilt Single Hung CAD DWG No.: NEV: sHmT 5drsYir sH AzoFs 4" Max MASONRY INSTALLATION FROM FO oisreuc� Fca FQ6E,. z irr CORNERS - a a ° j 3p�µr I V4' MIN. d- €MBEDMENT \,—MIDSPAN 16 t/2" O.C. MAX. L3k1/4'AAX NUN. D15TANTACE FOR EWE: 2 V2'RAME SECTION [TYP)Yp2TICAL SECFiOW JAMS SECTION (TYP) HORIZONTAL 5ECF1ON vl x s SWE v 4 s a Max Frame I DP RATING1 IMPACT 48 x 77--- _1 +50/-50 NO Installation Notes: General Notes: 1. Seal flangeftme to substrate. 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria 2. use 3116' Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC), the International Residential Code(IRC), the Florida of 1 114' into concrete or masonry at each location with a 2112' min from edge distance. For concrete Building Code(FBC) and the industry requirement forthe stated conditions. (mitt. = 3000psi) or masonry (CMU shall oonform to ASTM C9% 2. All glazing shall Conform to ASTM El300. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads 3. At minimum, glazing shall be single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the ,`�5 F. O window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does PR[ • — not address the sealing consideration that may arise in different wail ` ;' 7 EW conditions. For the complete installaton procedure, see the instructions = # = * r J. packaged with the window or go to www.je[d-wen.com. T T CK :. ' D 0 P.; {u DISCLAIMER: L Aw +• "" 'R �` This drawing and'sts contents are confidential and are not to be in in disclosed to C�3' ��� P "Yit®; reproduced or copied whole or part or used or others a�vsi 39e sa=r 6 r Hit <7 eNa s-te 338 ME except as authorized by JELD-WEN Inc. Dacia Beach, FL 83994 1. /2, JEL E 1 \ th F Lakeport Blvd DT� j' jr learner Falls, OR. 97601 i N f S Atone: (541) 882-3451 Builders Vinyl Tilt Single bung iYQO .,LU A I— 3OF4 4" MAX. FROM CORNERS 1� 1 MIDSPAN y 0-C. MAX. Installation Notes: 1. Seal flangeiframe to substrate. 2. For anchoring into metal framing, use #8 TEK Self Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as shown in elevations and installation details. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to property transfer all loads to the structure. The host structure is the responsibi#ity of the architect or engineer of record for the project of installation. FRAME SECTION (TYP) VERTICAL SECTION SHIM SPACE 7 —Ie gauge mA I/ R'j StW STEEL INSTALIAATICF 18 gage an Slid StW 1/4-MAX MIN. DISTANCE 3 SHIM SPACE FOR ED&B 1/2" Min. embedment of three ihrea& 2 past frame i 1 JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP RATIN&!IMPACT 48 x 7'7 +50I-513I NO General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code(IBC), the Intemabonal Residential Code(IRC), the Florida Building Code(FBC) and the industry requirement for the stated conditions. 2, All glazing shag conform to ASTM E1300. 3. At minimum, glazing shell be single strength annealed insulating glass. This schedule addresses onlyfasteners requiredanchor t` window achieve hrated design pressure up the sizmitations 0 noted. It is not intended as a guide to the installation process and does L� -• - 0 PRourr nommrrR not address the sealing consideration that may adse in different wall ;' : — conditions. For the complete installation prooedure, see the instructions * 7 __i- * i — DRAWN ar: .I.HAINK[NS packaged with the window or go to www.jeld-wen.00m. ��'• TT 4 �eY: a.BeLAu DISCLAIMER: i n •,...., '' �Z �+ ��{{�' •� AMMVM BY; J.GOOSSEN This drawing and its contents are confidential and are not to be in in disclosed to others 'ate �� "rII � r , xr,(r�o�gA PLatlUtf`+�y reproduoetd oroopied whote or part or used or except as authorized by JELD-WEN Inc, ,a o is"" 3sa 21 pll . suite 338 1DOMFaana D-u. B.— , FL 33 Da I10-16-134 DAM03/31/2017 �ELi7 ■1 raN 3737 Lakeport Blvd SCALE: 10amath Falls, OR 97601 NTS Phone: (541) W-3451 TITLE Builders Vinyl Tilt Single Hung PUWFN ANDiDMTION: ADDWG.IN.: IREV: A ITT 40F4 i=I,aAto�cleaAasr�Nrr� �"" � � ' Business,kProfessional Regolaf .4 Florid Product Approval 'USER: Public User Product Aporaval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Rhone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL14911-R8 Revision 2017 Approved Silver Line Building Products Corp. One Silverline Drive North Brunswick, NI 08902 (651)264-4178 Nicholas.Kopp@andersencorp.com Nicholas Kopp Nicholas. Kopp@andersencorp.com Son Berrian One Silverline Drive North Brunswick, N3 08902 (732)435-1000 jonberrian@slbp.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 Window and Door Manufacturers Association-QA 08/03/2021 Locke Bowden Validation Checklist - Hardcopy Received FL14911 R8 COI COI Silverline SS_2017-06-14.lidf Standard AAMA/ W DMA/CSA/101/I. S.2/A440 AAMA/ W DMA/CSA/101/I. S.2/A440 Year 2008 2011 Product Approval Method Method 1 Option D Date Submitted 10/21/2017 Date Validated 10/27/2017 Date Pending FBC Approval 10/3012017 Date Approved 12/12/2017 FL # Model, Number or Name Description 14911.1 V1 Series/SO Series (2000) Single -Hung Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See Installation Instructions and Product Evaluation Report for allowable design pressures, sizes, installation requirements and limits of use. Installation Instructions FL14911 R8 II SWD017 SS 2017-10-20 odf Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Created by Independent Third Party; Yes Evaluation Reports FL14911 RS AE PER5140 SS 2017-10-20odf Created by Independent Third Party: Yes 14911.2 V1 Series/50 Series (2111) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL1491i R8 II SWDOiB SS 2017-10-27 adf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AE PER5141 SS 2017 10 20 odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.3 Vl Series/50 Series (2200/2300) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R8 II SWD019 SS 2017-10-27 odf Approved for use outside HVHZ. Yes Verified By., Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AE PER5142 SS 2017-111 20 odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. 14911.4 V1 Series/70 Series (2907/4907) Single -Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R8 II SWD02D SS 2017-10-27 odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions and Product Evaluation FL14911 R8 AF PERS143 SS 2017-10 27 odf Report for allowable design pressures, sizes, installation Created by Independent Third Party: Yes requirements and limits of use. Back Next Contact Us :: 3601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employes. Coovrioht 2097-2013 State of Florida :: Privacy Statement :: Accessibility StaterrLent :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do nut send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The entails provided may be used for official uontmuniCation with the licensee. However email addresses are public record. If you do not wish to supply a personal. address, please provide the Department with an email address which Can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Aaeepts: ® eCrxmm Credit Card Safe SILVER LINE WINDOWS AND DOORS GENERAL NOTES 1. THE PRODUCT SHOWN H EREIN K DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT EDITION FLORIDA BUILDING CODE IEBC), EXC1.U0ING HVH2 AND HAS BEEN EVALIATEDACCORDING To THE FOLLOWING: "",V OMA/CSA 101/1531A4 12 2, ADEQUACY OF THE ERISTlNG STRUCTURAL 'NERETEIMASONRY, 2X FRAING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOAD5 To THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2K RUERS(WHEN USED) SHALL BE OF -SIGNED AND ANCHORED TO PROPERLYTPANSFER ALL LOADS TO THE STRUCTURE, RUCK DESIGNANOINSTALATIUNISTHE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECFACTUAL CONIDIUONS FOR ASPECIFIC SITE. IF SITE CONDIlON5 CAUSE INSTAUATION TO DEMATE FROM THE REQUIREMENTS DETAILED HEREIN, ALICENSED ENGINEER OR ARCHOECTSHALLPREVARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN FNHZ AREAS, ONE TIME PRODUCT APPROVALTO 9E OSTAINED FROM M1AM1-DARE RER OR ANY. S. APPROVED IMPACT PRDTECTNE SYSTEM IS REQLNRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE B. WINDOW FRAME MATERIAL PVC 7. GLASSMEETSTHEREQUIREMENTSOFA E1300 GLASS CHART& SEE SHEET 4 FOR GLA.DNG DETAILS, V1 SERIES170 SERIES SINGLE -HUNG WINDOWS (290714907) DESIGN RRESSURE TABLE SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING 40.4" XSBL" CI .351 SS PSF NON -IMPACT 44A"X600, D/X -351-35 FEE NON -IMPACT 49.01'%84.01 O/X +2o/-20 PSF NON IMPACT BI 84D" O1X-OjX +15/-15 PSF NON -IMPACT 6}.V"X58,0" O/X-O/X .35/35 PSF NON -IMPACT BD.O"XR2.0" O/X-Op a201-20 PSF NDWIMPACT 901 O/X-m +15/45 PSF NOWIMPACT 715 XGD.O- 0111-Q/X +351-3S PSF NON -IMPACT 1070"XG2.D" O/X-D/X-D/X P351-35 ESE NON -IMPACT 1070`X74-9' O/X-OfX-OA .201-20 PSF NON -IMPACT TABLE OF CONTENTS SHEET REVISION SNEFTDE5CRIPTION ] - GENERAL NOTES R GLAZING DETAILS 2 - ELEVATIONS 3 - ANCHOR? YOUTS d - VERTICAL SECTIONS 5 - HORRONTALSECNONS G - ANCHORDETAIL&SCHEDULE A3/6C O.A. INSULATED GLASS EXTERIOR INTERIOR STEELSPACER y 4 I SILICONE 1/'2"MIWISLA.55 J (64F BITE GLAZING DETAIL GIALNOTE: GLASSTNfCRNESS AND TYPE SHALL COMPLY WITH ASTM E-1300 GLASS CHARTS REQUIREMENT Silver Line I bj R 03 �Sp W n 2i5a 4T2� a1 Gi�� Z - W h GD o AR�(F(M M1 oaf � FL# F L14911 DATE: 09.21.17 DING, BY: MR. BY: CL HFN I ELEVATION F UNIT MAX HEtGHr E[ S UNIT MN(. HEIGHT A 70.9° 5 UNfT MAX. W"TH 107.6° o LD MAz WIDTH 30.917 a uNH MAM. F--", � 4 ELEVATION I J ELEVATION HEIGHT 37 Aga" 1) AX, HEIGHT 33.375" 4 Sliver Line *AA dRW (Mf AI�T�x ndxni wursxvc m�sm JtA g G aAO�"ann'`ara"°sac fa�E mf° s i�A� a FL A: FL14911 DATE, 09.21.17 DwG.-e ce - FN 5 E NTS DWG. A: SWD020 SHEkT' J ELEVATION HEIGHT 37 Aga" 1) AX, HEIGHT 33.375" 4 Sliver Line *AA dRW (Mf AI�T�x ndxni wursxvc m�sm JtA g G aAO�"ann'`ara"°sac fa�E mf° s i�A� a FL A: FL14911 DATE, 09.21.17 DwG.-e ce - FN 5 E NTS DWG. A: SWD020 SHEkT' Silver Line 2 B' FROM aABddSC* Lij CORNER ITYPI OqF kLVFggEA'N/E �{ F-4.5"MA%. j1YP-) ZB"fROM I CORNER j'fvP-}� I'- �I I-"'4.5' MA%. (TYP.) xwLx uwxswwcwoxei z3 Ln WO Ln ��r�g 2ss:�� II AX. (TYR. 4.$" MAY. (Ty;,.) ccU' Y g v7 Z n. o 3 6 LL a ~ 2O' FROM 2.0" FROM REMARKS BY 6TX FBC EOfNON FM DATE 1pf17 CORNkI rMl NflNER {RP.I ANCHOR LAYOUT ANCHOR LAYOUT NAIL FIN NAIL FIN 4.5" N 2-0" FROM L4.5" M. MP.) CORNER [FYP.)�� —1 I,—A% ,0. .O. ax n'lP.7 2.O' FROM �CORNER)TYP.) ANCHOR LAYOUT NAIL FIN se cw�e�..c.[.i eira. F am FL14911 uATE: (19_71.17 CJ] q1 VERTICAL SECTION 4 Silver Line �1ndt�ie' -emT n m OWE54WEPUNEGRM xdtM �Wu5W�P'. r4 W40x 6TH FBC EDITION I FM JIM ••'��n'SfONA���E,N,`�� ` •"� i' r'w i�rm FLO FL14911 oaTE: 09.21.17 DWG. BY: CHK. BY: CL iiFN score: NTS A HORIZONTAL SECTION (j� HORIZONTAL SECTION C HORIZONTAL SECTION OPERABEJAMB NRJUJON 5 FOW JAMB NOTES: 1. REINFORCEMENT REQUIRED F0R: 4R.0" X 64.0", 0A. OFSIGN PRESSURE1201-20 6U.0" X84.0 .Oj.Y-ON, DESIGN PRESSURE+AST-1S 2. REINFORCEMENT NOT REWIRED FOR_ R0.0" %G2-0", OiX_0)( DESIGN PRESSURE+20/-20 Silver Line wo ©Q: fill �30 o a < 3.41 zti sAr F EE.. FL14911 NTS DwG.B: gww7n MIN. EDGE DISTANCE EX SUBSTRATE BY OTHERS %% %. SHIMSMIN EDGE % EDGE DISTANCE / EMBEDMENT SUBSTRATE BY OTHERS*�� MIN. EMBEDMENT ANCHOR DETAIL 6 NAN FIN INN 1/4' MAK SHIM SPACE EXTERIOR g ANCHOR DETAIL i7 NAIL FIN PMB) INSTALLATION NOTES. 1, ONE (1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. TH E NUMBER OF INSTALLATION ANCHORS➢EPILIED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PROOLCT INSTALLA➢ON OFTHE MAJUMUM SIZE USTED. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 211Z INCH THE DEPICIED LOCATION & $PACING IN THE ANCHOR LAYOUT DETAILS {LE, WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NE%T_ 4. SHIMASREQUEREDATFACHINSTAIAMONMCHORMI LDAIIREARINGSMM(S). MAXIMUM ALLOWABLE 5HIM STACK TO BE J741NCH. SHIM WHERESPACE OF V16INCH OR GREATER OCCURS, SHM(S) SHAD. BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. MINIMUM FMAFDMENT AND EDGE DISTANCE UCLUDE WALLFBMSHM INCLUDING BLR NOT LIMITED TO STUCCO, FOAM, ERICI VENEER, AND SIDING. 6. INSTAUATON ANCHORS ANU ASSOCIATED HARD ARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING- 7. FOB HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS, EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FALE SHELL OF BLOCK. R INSTALLAMONMCHORSSHALL BE INSTALLED IN ACCORDANCEWITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHOBSSHAU NOT BE USED IN SUBSTPATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER MIN. EMBEDMENT S MIN. EDGE DISFANCE IA SHIMSPSPACE E EITERIOR LN7ERIOR ANCHOR DETAIL NAILFIN(HEAD) ANCHOR SCHEDULE METHOD SUBSTRATE NOHCR SCHEOU MIN EMBEDMENT MIN. EDGE FROM DISTANCE CORNERS WOOD: MIN. SC=0.56 AB WOOD SCREW 1.5' IT75' Z. NAIL FIN METAL: 18 GAUGE 3THREADS MIN Sleet, MIN_ Fy = 33KSI AB TFK SCREW PENETRATION BEYOND 0.75' 2' METAL NOTE: L LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN 1' MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED 6 NOT EXCEEDED. 2. BUCKMAYBEFLU$HWNJTFACEOFIHEBLOCK. 1/4' TINY TAPCON ANCHOR 4" FROM CORNERS 16' MAX_ O.C. THEREAFTER 7r2% WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT WINDOW FRAME. BYOTHERS l JJ4'MIN. _ EMBEDMENT ♦ 1112' MIN. EDGE • DISTANCE 2" MIN. EDGE DISTANCE CONCREWMASONRY BY OTHERS BUCK INSTALLATION DETAIL SiiverLine gAndffxTi Lu xomx��mxbt.H� �a§W u wz� 3 wF7z�r. a3$" zY o SR ID i 8 REMARKS BY DATE 6FH RIC €DITION FM 10117 11s O4mm SN of .:mmmi FL1491 aw"CL I cH ktFN NTS owG.Iw CWTln?n Business Professional Replation, ECISHome I Log In I User Reglstration Hot Topics ' Submit Surcharge Stats & Facts Put�lications €8C Staff UCIS Site Map LiMcs Search do br da Product Approval _, USER: Public User I product Approval Menu > Pmdur or Application Search > Application Gst > Application Detail FL #f FL4904-R8 Application Type Revision Code Version 2017 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 Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Small Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Masonite International 1955 Powis Road West Chicago, IL 60185 (800)663-3667 sschreiber@rnasoniti2.com Steve Schreiber sschreiber@mason ite.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Product Approval Method Method 1 Option A Date Submitted 12/15/2017 Date Validated 1212012017 Date Pending FBC Approval Ygpr 1994 1994 1994 Date Approved 01/02/2018 summary of Products FL # Model, Number or Flame Description 4904.1 Wood -edge Steel Side -Hinged Door 6'-8" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.01. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +76.0/-76.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3"-0" x 6-8" FL4904 R8 AE_514010A.odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FL0128-05 for details. 4904.2 Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S and O/S Single Door Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F14904 R8 C CAC NI006110.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 11 FL0129.pdF Building Code including the High Velocity Hurricane Zane, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0' FL4904 R8 AE 5140.09A odf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required. See DWG-MA-FLO129-05 for details. 4904.3 Wood -edge Steel Side -Hinged Door Units 6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL49p4_R8 C CAC NI0O6110 Ol.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +55.0/-55.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FL0128.ndf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R8 AF 514D08A.pdf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO 128-05. 4904.4 I Wood -edge Steel Side -Hinged Door 8'-0" Opaque I/S Door w/ or w/o Sidelites Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45.0/-50.0 other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO129-05. Certification Agency Certificate FL4904 R8 C CAC NIOD6110.02.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL4904 R8 II FL0129.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 R8 AE 514007A. df Created by Independent Third Party: Yes 4904.5 Wood -edge Steel Side -Hinged Door 8'-0" Opaque O/S w/ or w/o Sidelites Units Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI.006110.02.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See DWG- MA-FLO129-05. FL4904 R8 II FL0129.odf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL4904 RB AE 514007A,odf Created by Independent Third Party: Yes 4904.6 Waod-edge Steel Side -Hinged Door Units 6'-8" Glazed VS and O/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC N1006110.03.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 iI FL0130.pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4904 R8 AF 514008A.adf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO130-05 for details. 49044.7 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed I/S Door w/ or w/o Sidelites Limits of Use Certification Agency Certlill"cate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 RS II FL0131.pdf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4904 R8 AE 5140Q7A.pdf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-OS For details. 4904.8 Wood -edge Steel Side -Hinged Door Units 8'-0" Glazed CIS Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4904 R8 C CAC NI006110.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +45.0/-40.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4904 R8 II FLO131.odf Building Code including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x V-0" FL4904 R8 AE 514007A.adf max nominal size. When large missile impact resistance is Created by Independent Third Party: Yes required, hurricane protective system is required. See DWG- MA-FLO131-05 for details. Back Next Contact Us :0 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1924 The State of Florida is an AVEEO employer. Corrvrioht 2007-2013 State of Florida.:: Privaw Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public-rewrds request, do riot send electronic mail to this entity. Instead,contact the office by phone or by traditional mall. IF you have any questions, please contact 950.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails pmvlded may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the pubic, To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Aoeepts: ® =i Credit Card Sate SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 6=6' DOUBLE DOOR WITH/ WrMOUTSIDELITES GENERAL NOTES 1, EVALUATED FOR USE IN LOCATIONS ADHERING 10 THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMEDRS AS DETERMINED 13Y ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND' OTHER STRLUWRES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) 15 NOT REQUIRED ON OPAQUE PANELS, BUT IS REWRED. ON GLAZED SIDELRES. 7. IN THE HVHZ. FACTDRY PRIMCO DOORS MUST BE PAINTED IN ACCORDANCE WITH SECTION 2220 OF THE FBC. 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 5. PLASTICS TESTING OF LITE FRAME MATERIAL TEST DESCRIPTION DESIGNATION RESULT SELF 1GNII3ON TEMP I ASM D1929 740 'F > 65O "F RATE OF BURNING ASTM 9535 0.77 IN MIN SMOKE OENSfIi' ASTYA 92843 13.45 TENSILE STREWTH- IASTN Ofi36 7.505 RIFF • COMPARATIVE TENSILE MENGTH'AFTEYL WEATHERING 4500 HOURS XENON ARC METH0�0 1 :iWQL ODOR UNIT DOIIRLE DOOR: +JNTF TABLE OF CONTENT' SHEET DESCRIPTION 1 TYPICAL ELE1^ATIONS & GENERAL NOTES' 2 AWCHORiNG LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS AtLMWni 61NIW Ca1bWYNhb:,�;,. Ar. T49" AILC. OVERA11_ FRAME NIUTH 21" MAX 36.375' MAX. PANEL WIDTH �-{ MAX. r- RA .W/AS7RAGAL I FRAME WIDTH by oil i L E s, f u r l• 1 rIi N DESIGN PRESSURE RATING "'HERE WA N LTRATION PLRFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE MAX WIDTH INSWING OUTSWING 1NSWMG GUTSWINU X 3 . +76.0 -76.0 + 6.0 _ -76.0 +19.0 -i 9.a +55.D XX 74 +55. -55A+SSA - 5.0 +19.0 -19.0 +55.D -55.0 OX or XO 75 +5aO .O H5DO 4.-55.0 +19.0 >79.0 +55.0 -55.0 OXO 112.5 +55.0 I -5 .0 +55.0 +19.D dXXO T44 + O .0 + .D -55.a +19. -19.0 1 + 5. je vY oMc er fJYC BY KURT BALTHAZOR owolwc FLORIDA P-E gy0_Ip J56533 1 3 --it n� SEE DETAIL 3- —� — — 3. 3.. 6" SEE DETAJL L 6" .E. ? — 3• 3' 3• — 6 A A 6" 6' 6" 3' 6" w a 0 3' 3" 3" SEE DEfA[L 8' � Ay�nAmmtUll DgCtsalplFio: Aedf/d. - 9BABAeII�t BffiBRIIiBBR �^ o m Q, SEE DETAIL J a � SEE DETAIL 3" I I~ 6' #8 x 2-112" #10 x 2" #8 x 2-T12" #70 x 5/8" #10 x 5/8" El #10 x 314` #10 x 2" DETAIL "E" ASTRAGAL FRAME f DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL '•D" STRIKE PLATE TO FRAME DETAIL "C" AS SHOWN. TYPICAL ,.376E T INSWING 0 OUTSWING THRESHOLD ITH STRAGAL RETAINER BOLT MOLE ST BE FRILLED THROUGHETHRESHOLDdoNTOTHE RUCTURE DEEP ENOUGH R A 1.375" THROW DETAIL "F" ASTRAGAL w n/d• ms. cuss? Wq eB5� 4YI OPINWSL OEfABAINE tlYSfAi' Ii1M, STfII OR Bllfit 5%LEA f/2' BIiE j��-1a x �-�/z• vas p.� o� BB]r SAL GLAVAIG DETAIL ow er SWS : ;; SEE DEFRI� 3T 3. Be I— �r SEE i C H "c" SFIT. T. 2 a SEE DETAIL "s' ATTACHMENT DETAIL. 1, ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY LUIS R. LOAAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2 WOOD SCREW EDGE DISTANCE MIN 3/4". 2. MULLIONS TO BE 2-1/2" X 4-3/$" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" R 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.G. OR #10 X'. 2" FLAT HEAD WOOD SCREWS LOCATED 6" FROM EACH END AND MAXIMUM 12" O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACH£IVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUE STRENGTH; OF ANCHORS 171 LB& cv a N SEE DETAIL J 'Q" SHT. 2 I• a 0 v G 1 j /,AyrdyawMW C&ti�afiOANa Hrk+lmdil' HARDWAR CHEDDLE 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SEFZfiES 984 GRADE f DEADLOCK HARDWARE 70 BE INSTALLED AT 5-1/2" CENTERUNF. 2. 4" X 4" FULL MORTISE BUTT HINGES u-110 W'� aisAaxS sttin� CL TYPICAL WOOD BUCK ANCHOR [NSTALLATION M'N t �_ D,zs' M CL -f TYPICAL MASONRY ANCHOR INSTALLATION U �- O C] O � CL Cam} z LOU co F F- I ar