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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online Page 1 of 2 ... 1 RK-M j'�R3.adY `5�4. BCIS Home 1 Log In I User Registration Hot Topics 2 Submit Surcharge ; Stats & Facts j Publications FBC Stag BCIS Site Map I Links Search Florida Product Approval )Pr r" USER: Public User t & v.Y6:E-;CInT Product Approval Menu > Product or Application Search > Application Llst > Application Detail A q Tom, ` NE •i ��L�®j'il L/ FL # FL-331=R1-3 ,t B Application Type Affirmation �y Code Version f•20Y7- Application Status Appr evo d Comments Archived Product Manufacturer PGT I_hdustries= Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Eztetior_=Doo�,,Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE D Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I,S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 Equivalence of Product Standards Certified By RI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code, Documentation from approved Evaluation or Validation Entity + Yes 0 No ON/A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3/12/2018 Florida Building Code Online - Page 2 of 2 Product Product Approval Method Method 1 Option A Date Submitted 11/07/2017 Date Validated 11/07/2017 Date Pending FBC Approval Date Approved 11/09/2017 Summary of Products FL # Model, Number or Name Description 334.1---- :CD'_190 -7 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC FD-290 Certification.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/21/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 II F13-290.2df pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL331 R13 AE FD-290 Evaluation.pdf Created by Independent Third Party: No 331.2 FD-5455 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC Certification FD 5455.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/202D Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 11 FD-455.odf pressure, size and anchorage information, Also known as the Verified By: A. Lynn Miller, P.E. 58705 455 Series. Created by Independent Third Party: No Evaluation Reports EL331 R13 AE FD-455 Evaluation.odf Created by Independent Third Party: No 331.3 FD-5555 Vinyl French Door & Sidelite/Transom Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: No FL331 R13 C CAC Certification FD 5555.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2020 Design Pressure: N/A Installation Instructions Other. Please see the Installation Instructions for design FL331 R13 II 1`13-555.Ddf pressure, size and anchorage information. Also known as the Verified By: A. Lynn Miller, P.E. 58705 555 Series. Created by Independent Third Party: No Evaluation Reports FL331 R13 AE PD-555 Evaluation.pdf Created by Independent Third Party: No Hack G-t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida is an AA/EEO employer. Copyright ZD07-2013 State of Florida.:: Privacy Statement :: Accessibllity Statement :: 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 not 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 emalls provided 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 public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M am R-9 99 Ceealf C4rd https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3/12/2018 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 13-1/1E 2) WOOD BUCKS DEPICTED ASIXARE LESS THAN 14/2"THICK. IX MAX. WOOD BUCKS ARE OPTIONAL IF UNIT 15 INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2XARE 1-12' THICK OR 7T GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-1/2" BY OTHERS. MAX. 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 6) ANCHORS SHALL BE COATED OR CORROSION RESISTANTAS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RE51STANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300. 8) THE 113 STRESS INCREASE WAS NOT USED IN THIS NOTE A: ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. ANCHORS ARE REQUIRED 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE - WITHIN 3" OFTHE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE ANDIOR DEADBOLT. TABLE 1: AnctlorType Substrate Min. Edge Dist. Min. Embedment 1Ri2'Steel SM61 —•--�� Wood (Southern Pine) 9116" I -We, Steel Stud Gr33 3/8" .046 (18 GA) Aluminun�IIO) Ii57 3/8' 118" Steel, A38 3/8' 1/6' IM" Masonry Anch Concrete 1' 1.3/9" Hoilow CMU 1 2-1/2" 1 1-1/4' BLYONO mSOE FAGEOF4Z1'ruL cant.. c.�"o"mu, "•w�"c„- TARI F 9- -�- 80-11/16" SH OR PW OVERALL INSERT 20"MAX MAX.. SEE 80"BUCK NOTE MAX O A (Z-BAR) 21" MAX. MAX. IIIF— 1 1111 r 1 _ I14-71W I _ : -I Imo— 3-15116" —I MAX. MAX MAX 37-3/8" OVERALL MAX. II -� 36" BUCK MAX. (Z-BAR) 23-518" MAX. J- 12-518" MAX. F 96-11/16" SH OR PW OVERALL INSERT 23-3W MAX. MAX, 12-1/4" MAX. o SEE ROTE 96" BUCK O MAX _ (Z-BAR) 21" MAX. �• II 1 MAX. SH OR PW SH OR PW _ 8-1 1116" 27-10 INSERT INSERT OVERALL MAX. MAX. 0 80" BUCK //f ® O MAX (Z-BAR) 12-5/8" _MAX. _ 1 �f 3 1MAAX. MAX. .� MAX. I 8'-0- HI DOUBLE (XX) 73-3/8" OVERALL MAX. 7T BUCK MAX. (Z-BAR) MAX. _ SH OR PW SH OR PW INSERT INSERT 23-518" E''I'Iol --II14418" 1 . j �— 3-16/16" 14-71W _ —I MAX. MAX. MAX. '1 f MAX.— I 81-0' HI SINGLE(X) l,:. 8'-0" HI DOUBLE IXX) As.Testsd Configurations Max. Nam. Sizepn) Contgurtnon Swing Direction Flame Type Spl Type OF (PSF) Certification Number Glass __ j80- 8ingie•(X)= "'Out=sv+in9 i.Z aU6ozs Hiyh(bumpet)- .+r-W 19(Y789, 791 38x96 Sirgla (5) OUI: v:ng Zbar/Box Medium (bumper) +/-35 M792 Mln. 1/8" Temp., 72x98 Double QOQ Out. ng Z-bar/Box Medium (bumper) +/-35 38x98 Single Qq OuUln-swing Z-bar/Boz I Low (saddle) +/-35' 7S3'794 Mono, or I.G. 72x90 Double Qbq OuVln-swing Zbar/Box Low(sAdd1a) +1-3,- 'Umlted Water (Water Infiltration Tested at 0 pso. 1•- J. ROSOWSKI 09/30111 ALUMINUM 6063-T6 6 a ( 1 1470 TECHNOLOGY DRIVE -n• c- ltc0�•��••' NOKOMIS FL 34275 96-11/16" OVERALL MAX. 96- BUCK MAX (Z-BAR) 3-16/16" MAX. "';'•. J 0�-• '�" FLCERT.OFAM.:Mw CABANA DOOR INSTALLATION A. Lynn Miller, P.E. ;,rlr.i lr.• P.E.#58705 CD-290 NTS 1 of 3 1093011JR INSTALLATION WITH BOX FRAME EDGE DISTANCE OPTIONAL OPTIONAL EDGE SL�gA SUBSTRATE OSHOWNG SININ ER DISTANCE ' INSERT 71 SHOWN YGUBlITRAtE EMBEDMENT / EMBEDMENT ' / + 1X WOOD SHIM SHIM INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING OPTIONAL OPTIONAL REQUIREMENTS. ` OUT -SWING IN -SWING _z O BOX FRAME, SHOWN SHOWN 2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. n — (DIRECTLY TO SUBSTRATE) 3) MAX. SHIM THICKNESS TO BE 114-. V 4) FOR HARDWARE DETAILS, SEE SUBSTRATE SHEET3. T�iSHIM n EXTERIOR EXTERIOR I��}-n Il Jl . OPTIONAL OPTIONAL — FIXED LIGHT FIXED LIGHT INSERT iii INSERT SHOWN SHOWN BOX FRAME, BOX FRAME, OPTIONAL HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN OPTIONAL FIXED LIGHT INSERT SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN OPTIONAL MCKPLATE INSERT SHOWN EXTERIOR OPTION 1-7/16' BUMPE THRESH( SHOW EXTERIOR OPTIONAL 2" BUMPER THRESHOLD SHOWN BOX2•8AR FRAME, SILL INSTALLATIONS 1X vrIlv_ JAMB INSTALLATION rlAeu wni EXTERIORix IN-SWING INSERT SHOWN (USING I WOODBUCK) SHOWN OPTIONAL .��-..�.;.`'!/ran. ADJUSTABLE —U BUG SWEEP ; `� �� . ^.h '•. (SADDLE - :'�1C-:c:..,� THRESHOLD •. rr - ONLY) yNiT PtlnBj. oW: IIY! 1lSlf0'lIRR�/Of61UCVYUI� J. ROSOWSKI 09/30/11 ALUMINUM 6063-TS � ors .rosrtwenwrw.rnnc«ornn ma+re`rwree u®a1�ma.1mlr .rriaa •rmarrreemmem�rtme/ 7 a�aroreewnees n.n ® 10707ECHNOLOGY DRIVE _ FLC RT.OFAUTH.?29298 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. "8709 "'ei1b°'� CO-290 ° NTS 2 of 3 D..*Wm. 1093011JR P.E- INSTALLATION WITH Z BAR FRAME EDGE _ DISTANCE EDGE DISTANCE I T T _ SU T E EMBEDMENT EMBEDMENT SHIM l OPTIONAL OPTIONAL OUT -SWING INSWING SHOWN SHOWN <D a EXTERIOR EXTERIOR OPTIONAL FIXED LIGHT INSERT SHOWN _ OPTIONAL FIXED LIGHT INSERT SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN IAHLL;3: Pert 0 1x WOOD SHIM OPTIONAL FIXED LIGHT INSERT SHOWN Z-BAR FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN OPTION/ KICKPLA INSERT SHOWP r EXTER OPTIONA 1-7/1 a" BUMPER THRESH01 SHOWN a EXTERIOR OPTIONAL 2" BUMPER THRESHOLD SHOWN '-BAR FRAME, SILL INSTALLATIONS SUBSTRATE SHIM OPTIONAL OUT -SWING SHOWN EXTERIOR 1X Z-BAR FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR Z-BAR FRAME, UPTIUNAL OPTIONAL JAMB INSTALLATION FIXED LIGHT IN -SWING (USING 1X WOODBUCK) INSERT SHOWN •I, SHOWN INSTALLATION NOTES: - k'. •.\:f .L^.�c� w' �4 .• 1) SEESHEET I FOR SPACING REQUIREMENTS. - •%' �' 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. '. t:.y r� • • •..... n..noF a..: .wa.e >Kvec�frNto!lJ+' a>Mcanvm J.ROSOWSKI 09130/11 ALUMINUM6063-T6,,p� �vrrao+xmRvrneegTr�rwnrar reaemr�wTsaan�a ® a.vwc 1070TECHNOLOGYDRIVE NOKOMS, FL 34275 1 FLCrRT.0FAUTH.:20290 CABANA DOOR INSTALLATION A. Lynn MIOBr, P.E. a.ramemr mwr cwe bft- "' P.E 956705 CD-290 HTS 3 of 3 1003011JR 7' 6" Master Craft Aluminum p-00ducts Y634 5.E. ax `er Circle 1'�iemeFL 34952 Port St. Lucie; 14' 0" Host Structure 011 55' 0° 19. 0" 7' MIN. SETBACK REQ. FRONT SIDES CNR SID R ZNG. Schmied 6042 Travelers Way Ft Pierce, FI 34952 Spanish Lakes #1 160 MPH Exp B Installing a Cat II Sunroom on the back of the home under the existing truss roof. All concrete is existing. There are existing shutters enclosing the lanai area.