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HomeMy WebLinkAboutPRODUCT APPROVALBuilding Code Online Page 1 of 2 SCANNED BY Sit, Wde County BCIS Home ;Log In User Registration Hot Topics i Submit Surcharge Stats & Facts ( Publications Contact Us (A BCIS Site Map Links Search ( 'Product Approval 4 , :USER: Public User Product Approval Menu > Product or ADDlIcation Search > Application List > Application Detail FL # FL33]:-RP3 Application Type Affirmation Code Version r-2 ` 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 107�PGT-Indus — : '-' 1ogy Drive North Venice, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Jens Rosowski jrosc)wski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com rExtenor booT-- Swinging Exterior Door�ssembhes-�a,, Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received 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 iZI 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 0Yes - No N/A ://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ WtD gtsZzB 6Yv%2b... 7/ 16/2018 Florida Building Code Onlin Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option A 11/07/2017 11/07/2017 11/09/2017 07/11/2018 Page 2 of 2 I Fes, Model, Number or Name Description a31.1 5q 3 Aluminum Hinged Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC FD-290 Certification.odf 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 FD-290.odf 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.odf Created by Independent Third Party: No 331.2 FD-5455 Vinyl French Door & Side[ Ite/Transo m Limits of Use Certification Agency Certificate Approved for use'in HVHZ: No FL331 R13 C CAC Certification FD 5455.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 II FD-455.Ddf 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 FL331 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.odf 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 FD-555.1)df 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' FD-555 Evaluation.odf Created by Independent Third Party: No BacEc Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mall to this entity. Instead, contact the office by phone or by traditional mall. 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: _.5r C 0 2 CradWiCard' . rc i https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtsZzB 6Yv`/o2b... 7/16/2018 GENERALNOTES: E EDGE 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. - 13-1/1 ( 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 1X MAX, WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR l I 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 EXCLUDING FINISH OR STUCCO) ANCHOR TO SUBSTRAT 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS 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 RESISTANCE 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 1/3 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" OF THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE AND/OR DEADBOLT. TABLE 1: Anchor Type Substrate Mln. Edge Dist. Min. Embedment r ,M12,Sleel•SMS t Wood (Soulhem Pine) 9116" 1-3/8" Steel Stud Gr33 3/0" .045 (18 GA) =Aluminum•6083 T5 3!8° 1/8° Steel, A38 318" 1/8" 1/4" Masonry Anchor Concrete 1" 1.8/0" Hollow CMU 2-1/2' NOTE: FOR ALL METAL WU RAI ea, ­new BEYOND INSIDE FACE OF MATERIAL SH OR PW INSERT ANCHOR LOCATIONS 8 SPACING 37-3/8' OVERALL MAX. 72" BUCK MAX. (Z BAR) 36" BUCK MAX. (Z-BAR) f I_- 80-11/16" 20" TMAX. OVERALL 1 MAX. SEE 80" BUCK -NOTE MAX A (Z-BAR) 2 M . MAX. L MAX. ~I I1 MAX. - HLSINGLE.(X iII 13-1/16' MAX. T SH OR PW INSERT T 23-518" j— - - 37-3/8" OVERALL MAX. 36" BUCK MAX. (Z-BAR) 96-11116' OVERALL 23-3/4" MAX. MAX. 12-114" MAX. SEE NOTE 96" BUCK A MAX (Z-BAR) 21" MAX. MAX. TTF SH OR PW SH OR PW _ 80.11/16" 27-1/2" INSERT INSERT OVERALL MAX. MAX. 0 80" BUCK - -- - - MAX (Z-BAR) / 11" MAX. _ 1 - - I 3M5AX. MAX. f MAX.'I 6'-B" HI DOUBLE (XX) �- - 73-3/8" OVERA ( MAX.) I� 72" BUCK MAX. Z-BAR I I I I 13-1116" SH OR PW SH OR PW INSERT INSERT T 23-5/8" MAX- 96-11/16" OVERALL MAX. 96" BUCK MAX (Z-BAR) _ i /52 B" MAX. - I - MAX. 3 M5AX. 1 MAX. -�l f MAX. - I 3 MAX. I MAXI` 8'-0' HI SINGLE X 8'-0- HI DOUBLE (XX) tt':fili As-Tesled Configurations M ax. Nom. `x-") Qn Configuration Swing Direction Frame Type Sill Type DP (pgF) Certification NumberSize Glass c3gigo - Single (X)- z'Out--svAh - ::Z=bar/Bbz- -=Hiph,(burnper)_ __+7>`50= 390-789, 791 36z96 Single ()) Out -swing Z-bar/8ox Medium (bumper) I+/- 35 190-792 1 Min. 1/11" Temp., 72x96 Double M Out -swing Z-ber/Box Medium (bumper) 1+/- 35 38x98 Single ()Q OuVln•awing Z-bar/Boz Low (saddle) +/-35• 793, 794 Mono. or I.G. 72x96 Dduble ()CQ Outlln-swing Z bar/Box Law (saddle) +/- 35' •Umited Water (Water Infiltration Tested at 0 Psl). J. ROSOWSKI 09130111 M.b,>.t ALUMINUM 6D63-T6,� r>Elrwaa0wcxu 4- ,worReFraanvm.n w o.�� wosmrrwracuu ,3aiC5 _ ��Innavrne 21D I a, r` :' • G` .1070TECHNOLOGY DRIVE ' CABANA DOOR INSTALLATION ,� "n„ '•, \1 `- "- LI �; .. L,•:c •_.- ._., ; ' NOKOMIS. FL 34275 FL CERT. OF AUTH.:29290 % • �y.""I A. Lynn Miller, P.E. A,b"'Fb,Y: Ebb: 9,wE e'^^r'OIAv •;'Ir�i1�t'•'• ! P.E.N58705 CD-290 NTS 1 of 3 1093011JR Ll11rA41e7 I INSTALLATION WITH BOX FRAME EDGE DISTANCE � OPTIONAL OPTIONAL SUBSTRATE OUT -SWING SINGLE HUNG EDGE — SHOWN INSERT DISTANCE % SHOWN SU �TRRfE EMBEDMENTSUBSTrE EMBEDMENT 1X Ell WOOD i—� SHIM SHIM INSTALLATION NOTES: 1) SEE SHEET 1 FOR SPACING OPTIONAL OPTIONAL REQUIREMENTS. / OUT -SWING O BOX FRAME SHOWN SHOWN 2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE REQUIREMENTS. (1 (DIRECTLY TO SUBSTRATE) 3) MAX. SHIM THICKNESS TO BE 114". C i 4) FOR HARDWARE DETAILS, SEE SUBSTRATE EXTERIOR EXTERIOR SHEET 3. ,—,. SUM Co `c) 1 OPTIONAL FIXED LIGHT Ij INSERT SHOWN BOX FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN EXIIERIOR OPTIONAL SADDLE THRESHOLD (� SHOWN fa 6'I OPTIONAL FIXED LIGHT INSERT SHOWN BOX FRAME, C HEAD INSTALLATION SIP (USING 1X WOODBUCK) OPTIONAL KICKPLATE INSERT SHOWN EXTERIOR OPTIONI 1-7/16" BUMPEI THRESHC SHOWI EXTERI OPTIONAL BUMPEF THRESHO SHOWN BO)q -BAR FRAME SILL INSTALLATIONS 1X Ur IIUNAL JAMB INSTALLATION FIXtU LIUHI EXTERIOR WOOD IN -SWING SHOWN (USING 1X WOODBUCK) SHOWN OPTIONAL.: �•:,:',!f!;� ADJUSTABLE . v BUG SWEEP , '-.,�.,,-. -{1� (SADDLE -- THRESHOLD •• .Y 1., LLB(+:r.: •. ONLY) _ :. a yr E MwTM%c aWrA CWAM J. ROSOWSKI RexJBr: OYts 09/30/11 noN�'a�.• ALUMINUM 6063-TB ME,� LLV� N j�tl.f ,wrraa rnr oferm� nwarNrmrnaanomm 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 FLCERT.OFAUTH.:29280 CABANA DOOR INSTALLATION A. Lynn Millar, P.E. — — ease °iµ°N' P.E. #50705 - CD-290 NTS 2 of 3 1093011JR INSTALLATION WITH Z-BAR FRAME EDGE DISTANCE EMBEDMENT i OPTIONAL OUT -SWING SHOWN EXTERIOR OPTIONAL—� FIXED LIGHT INSERT SHOWN Z-BAR FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN EDGE DISTANCE —7 EMBEDMENT .1 .— SHIM OPTIONAL 1,11 IN-SWING SHOWN VD EXTERIOR 1x WOOD SHIM Ant C o• 41AOMWADC /AI I =AMP TYPFRI Part# Deecrt lion 7CDSP Lock S1dke Plate BFLATM Striker Backing Plate 7CDSPD8 Deadboa Strike Plate 7851M #8J2w.375 Ph. FI. S.C. 4USLOK Lock Sopped Aasy. 76MFW #6 K .750 Ph. FL SMS 7CDSP Lock Stdke Plate (Active Slab) BFLATM Striker Backing Plate (Adhe Stab) 7CDSPDB DeadbDll Strike Plate (Actvee Slab) 78518)3 M-32 c .375 Ph. FI. S.S. (Adhve Web) BCDFJMW Rm Foam Insert -33W 7DEAD Deadbo8lKllob (Attire) 7KN06Q Knob Set(Iraclhe) 7CDKLOK6 Deadbolt'Knob- Podehod Bmss(AclW) 7D13LKB DwWe LAckoet 69333W Hinge 41704 Hinge Pin Cap 41705 Hnge Pin Bwhintl 7WOM hinge Pin TVT45 Hinge tarot 7834FPTW #8x .750 Ph. FI. TEK SMS OPTIONAL FIXED LIGHT I INSERT SHOWN Z-BAR FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN OPTIONP KICKPLAI INSERT SHOWN EXTERI OPTIONAI 1-7/16" BUMPER THRESHOI SHOWN EXTERIOR OPTIONAL 2' BUMPER THRESHOLD SHOWN i-BAR FR..-AMEE SILL INSTALLATIONS SUBSTRATE SHIM OPTIONAL � OUT -SWING SHOWN E_X2TEERRIOR V SUBSTRATE 1x WOOD Z-BAR FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR Z-BAR FRAME, UrIIVNr OPTIONAL JAMB INSTALLATION FIXED LIGHT IN -SWING (USING 1X WOODBUCK) INSERT SHOWN SHOWN a `.. INSTALLATION NOTES:,)I..:•iTti- 1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4".r•`-:: o..n 4 or ow: u�dea rr�rraew86Al1tadr/ wnlmarnm J. ROSOWSKI 09/30/11 ALUMINUM 6063-T6 r�nEera n��ISl�naa�xrraFsor w=nwjMvcov.Ew 04voemV. Pena or Dora nea.r.n: AeL R2RWE7Mf.IlOPUatIONOF IYee IxrL7A,svrwreeusD m�ftmuax AVlfnevWflIIWITlEW7E9� n1drlBl renuosavaFwr►atemaa. ® Ltropae 1010 TECHNOLOGY DRIVE _ J NOKOOFAU 34275 CABANA DOOR INSTALLATION / FL CERT. OF AUTM.: 28298 A. Lynn Miller, P.E. P.E. #58705 CD-29D 1 NTS I 3 of 3 1003011JR ar n m Z. s in m a- N aU my 0 c T w o o E aE ao K N my L 0 a'0 m v r r o al 0 > Eo �o ¢ w w a- ce r*11--Q e Y in ai a T � F C U) C O C O O `w EL -a a LL Q U Q aj E a, E r U Q 242.5 Limits of Use Approved for use in H Approved for use outsi Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dad Acceptance (NOA) for product perfo anchorage details, and anchor type, information. 242.6 1 HR-5410 (Non -Impact) _ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of !Vnyl Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. luati ated by 242.7HR-5510 (Impact) Horizontal Limits of Use Certification Ag Approved for use in HVHZ: Yes FL242 R23CC r https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQN Florida Building Code Onli Page 2 of, 3 FL # Model, Number or Name Description - 242r1l IH 0"(Non�Impact)Z Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.05.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.05.pdf Acceptance (NOA).for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Parry: 242.2 HR - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window , Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.07.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/27/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.07.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.3 HR - 710 (Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0411.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/21/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0411.06.pdf. Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.4 I HR - 810 (Large Missile Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes sign Pressure: N/A r: Please see the Miami -Dade County Notice of nce (NOA) for product performance Information, details, and anchor type, size, and spacing HR - 810 (Small Missile Impact) Z: Yes HVHZ: Yes County Notice of ance information, and spacing Multi -Story Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R23 C CAC 17-0411.03 l-Kodf Quality Assurance Contract Expiration Date 11/01/2022 Installation Instructions FL242 R23 II 17-0411.03 LM..odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Multi -Story Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R23 C CAC 17-0411.04 SM.pdf Quality Assurance Contract Expiration Date 11/01/2022 Installation Instructions FL242 R23 11 17-0411.04 SM.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Vinyl Horizontal Roller Window Certification Agency Certificate FL242 R23 C CAC 17-0411.09.odf Quality Assurance Contract Expiration Date 09/24/2020 stallation Instructions 42 R23 II 17-0411.09. df ed By: Miami -Dade BCCO - CER by Independent Third Party: Reports ndependent Third Party: Building Code Online,' Page 3 of 3 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 242.8 I SGD - 770 Window (Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions FL242 R23 II 17-0411.08.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R23 C CAC 17-0420.17 Window,pdf Quality Assurance Contract Expiration Date 02/12/2020 Installation Instructions FL242 R23 II 17-0420.17 Window.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.9 SGD-2500 Window (Non -Impact). Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 18-0207.06 Window.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 18-0207.06 Window.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R23 C CAC 17-0420.16 Window.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R23 II 17-0420.16 Window.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Dadc N_e 1 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility 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 mall. 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 emails 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: Credit Card Said. httDs://www.floridabuildinQ.oriz/Dr/Dr aim dtl.asnx?naram=wGEVXOwtDauUsDrhuM3D... 7/16/201 R MIAMI-DADS MIAMI-DARE COUI PRODUCT CONTROL SECT DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 SW 26 Street, Room BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-: NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econ PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 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 Controll 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 ControlI' Sectiorf 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.-, l DESCRIPTION: Series: ``HR--2- 0"Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT: Drawing No. MD-BR210-02 titled "Aluminum Horizontal Roller Window,, , sheets 1 through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn I Miller, 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: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise) noted herein. 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 if there 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. I 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# 16-0629.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 ! Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-1201.04) 2. Drawing No. MD-BM10-02. titled "Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0629.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6657 and FTL-6658, dated 10/17/11 and 10/18/11 respectively, and addendum letters for each dated 03/22/12, all signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) C. CALCULATIONS 1. Anchor verification calculations and structural'analysis, complying with FBC-5th Edition (2014) and FBC-6t" Edition (2017), dated 03/31/17 and revised on 08102/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-1 PGT Industries. Inc. F. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014) and FBC-6"' Edition (2017), dated 08/02/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter_ of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0629.02) 4. Laboratory compliance letter for Test Reports No. FTL-6657 and FTL-6658, issued by Fenestration Testing Laboratory, Inc., dated 10/17/11 and 10/18/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.11-1201.04) G. OTHERS i 1. Notice of Acceptance No. 16-6629.02, issued to PGT Industries, Inc. for their Series "HR-210" Aluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on 04/05/22. orge M. PIasencia, P.E. Pro ct Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-2 TIP-1 HEI III 74' TIP -TO -TIP WIDTH I(+----- 73"BUCBUCK WIDTH ►{ II 0 I — SHEETS ^ 7 A 8 I C 2' O-Tip GHT 71" BUCK HEIGHT 85-778" SASH VISIBLE LIGHT I 87-113' FIXED VISIBLE I LIGHT 33-9116" SASH - 33-9/16' I FIXED L.— VISIBLE LIGHT VISIBLE I LIGHT c SHEETS 7&tl 63' TIP -TO -TIP HEIGHT E BL HEI ALWAYS 3" 'I-T — L'B REQUIRED SEE NOTE D, SHEET 10 @ CORNERS �T�YP. XOOO�LEVATIO,N(OX-SIMILAR'; 90'TIP-TO-TIPWIDTH -I I I 89' BUCK WIDTH SHEETS r8788 /. FIXED A /JJVISIBLE LIGHT LIGHT I 56-7/8" SASH VISIBLE 7 68-1/8, FIXED VISIBLE � ) 2' LIGHT LIGHT CK GHT 28-7/18' SASH I VISIBLE L wl- LIGHT I -F -IA SHEIETS 63" 7 & e TIP -TO TIP HEIGHT E BL HEI ALWAYS SEENOTEA, REQUIRED SHEET 10 - @ CORNERS SEE NOTES B 8 C, SHEET 10 TYP. XOX (1/3-1/3-1/3) ELEVATION 120-TIP-TO-TIPYADTH-------- 119" BUCK WIDTH JB HEETS 7&S 7$e 58-1/9" SASH VISIBLE FIXED VISIBLE / LIGHT C CK 'HT 26-8/16' 56-3/16"FIXED SASH VISIBLE LIGHT L VISIBLE LIGHT C I _I SHEETS 7&8 ALWAYS SEE NOTE A, SEE NOTES B & C, REQUIRED SHEET 10 _ 3- SHEET 10 @ CORNERS TYP. XOX (1/4-1/2-1/4) ELEVATION GENERAL NOTES: SERIES 210 NON-INIFACT RESISTANT HORIZONTAL ROLLER 1)THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTY APPIROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITI I MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/Y THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SFALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6)1/4- MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLETESTING AND GLASS PER ASTN1 E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 8) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE. THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-6657 & 6658: ELOO ULTRACON NON ELCO CRETEFLEX NON NAT. DESIGN SPEC. FOR WOOD CONSTRUCTION, ANSIIAF&PA NDS &ALUMINUM DESIGMMANUAL(ADM) 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), ETTH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION -ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUOTION •ALUMINUM DESIGN MANUAL, ADM-2016 t`' •AISI S100-12 -A'SC 360-10 GENERAL NOTES._.._._...._.............1 ELEVATIONS......................................I DESIGN PRESSURES, XO/OX.......... 2 DESIGN PRESSURES, XOX........._ 3 ANCHOR QUANTITIES, XO/OX........ 4 ANCHOR QUANTITIES, 113 XOX .... 5 ANCHOR QUANTITIES, 1/4 XO/OX- 6 INSTALLAI ION, STD MR_. ............... 7 INSTALLATION, HD MR ................ 8 GLAZING COMPONENTS ............ 9 CORNER ASSEMBLY- ...................... U EXTRUSION PROFILES .... __.......... 11 PARTS LIST.- ...............-...._........;--. 11 ANCHOR SPECIFICATIONS..........._ 11 12) THE 210 SERIES HORIZONTAL. ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES, - DEBIGNPRESSURERATING I IMPACT RATING PRODUCT REVISED VARIES, NOT RATED FOR as comPlyin9 with the Florida Building Code SEE SHEETS 2 & 3 IMPACT RESISTANCE NOA-No. 17-0477.05 USER INSTRUCTIONS: USING WINDLOAD STANDARD Rey/°� �� Rerleloe: E.PtraOan Data 04/05/2022 ` N LYNM // NY 1)DETERh11NE THE SITE SPECIFIC, WINDOW OPENINO'S DESIGN PRESSURE REQUIREMENT ASCE 7. �� • 1.1G£NgF -•, (( • 6Y Revised BY: DO.: Re W-- Mlami-O�Product Contra 2) KNOWING YOUR WINDOW CONFIGURATION (OX. XO, XOX), SIZE, GLASS TYPES (FROM TABLES 2OR 5) AND MCETING Q=' '.(n� RAIL TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FORTHE WINDOW OPENING USING TABLES 1, No. 6B7OS 3 OR 4. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW OPENING OBTAINED IN 0rv°n By. STEP 1. 3) DETERMINETHE MOST SUITABLEANCHOR GROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONDITIONS. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6-16. VERIFY THAT THE ANCHORISUBSTRATE WILL MEET - Q �� � 0 i W - 7E F + Dascrip0an: GENERAL NOTES &ELEVATION J ROSOWSKI 1070 TECHNOLOGY DRIVE MI. ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLE 20, AND THAT ALL MAN. REQUIREMENTS FROM THIS �T • /(/ N. VENICE, FL 34275 (941)-030.1800 SHEET SET ARE MET. 5) INSTALL AS PER SHEETS T OR 8. %'�SS��IVA E�Gt?; Serles/HodN: Scale: Sheet• Orowing N°. Rer. . 77 11 �H41 � P.E. mrnaanrexon tvrumus�s.ew. mLmmsBESFAIsn A.L P,E.068705 CERT.OFAUTH.t20290 HR-210 NTS 1 OF 11 MD-HR210-02 TABLE 1: Maximum Design Pressures (pslf) XO & OX Tip.lo:np - 1p-tO-Tip w/ Slandardd eeling Rail I w/ Heavy-duty Meeting Rail Width Height Gta�- `Glas"s 2- Glass 3 Glass 4 & 5 Glass 1 Glass 2 1 Glass 3 Glass 4 & 5 26112^ +55.0/-90.0 +55.0 -90.6 +55.0/-90.0 + 5.01-90.0 + 5.0/-90.0 +55.01-90.0 +55.01.90.0 +55.0/-90.0 37" 38-3/8" +55.01-73.6 +55.0/-67.5 +55.0/-66.0 +55.01-63.7 +55,0/-59.2 +55.0/-56.3 +65.01-90.0 +55.0/-90.0 +55.0/-90.0 +65.01-90.0 +55.0/-89.2 +65.01-79.7 +55.0/-90.0 +55-01-90.0 +55.0/-90.0 +65.01-90.0 +55.0/-90.0 +55.01-79.7 1 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-79.7 +55.0/ 73.5 +55.0/-67.5 +55.01-66.0 +55.0/-63.7 +65.0/-59.2 +55.0/-66,3 +55.01-90.0 +56.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-89.2 +55.0/-79.7 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-79.7 +55.0/-90M +56.0(-90,0 +55.01-90.0 +55.01-90.0 +65.01-90.0 +56.01-79.7 45" 49" 63-1/9' 61" 66, M' +51.1/-51.1 +55.0/-63.5 +55.0/-63.5 +55.0/-63.5 +61.11-51.1 +55.0/.63.5 +55.01.63.5 +55.0/-63.5 26-112" 37" 45" +55.0/-90.0 +55.0/-61.2 +53.7/-63.7 +55-0/-90.0 +55.0/-90.0 +65.0/40.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +66.0/-90.0 +55.0/-90.0 +35.0/-61.2 +53,7/-53.7 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01.90.0 +55.0/.90.0 +65.0/-90.0 +65.01-90.0 +55.01-90.0 +55.0/-90.0 49^ 531/8" ^ +53.1/-53.1 +52.4/-52.4 +55.0/ 85,1 +55.0/-81.0 +55.0/-85.1 +55.0/-81.0 +55.0/-90.0 +55.01-90.0 +53.1/-53.1 +52.4/-524 +55.0/-88.9 +55.01-85.0 +55.0/-90.0 +55.01-90.0 +56.01-90.0 +55.01-90.0 61" 86" +50.4/-50.4 +48,6/-48.5 +55.0/-75.1 +65.0/-72.5 +55.0/-75.1 +55.01-72.5 +55.0/40.0 +55.0/-79.7 +50.4/-50.4 +48.6/48.5 +55.0149.3 +55.01-77.1 +55.0/-90.0 +55.01-79.7 +55.01-90.0 +55.0/-79.7 74" PF21-44.2 +55.01-63.5 +55.01-63.6 +55.0/-63.5 +44.2/-04.2 +56,01-63.5 +55.0/-63.5 +55.01-63.5 28.1/2" 50-5/0" +55.0/-86.9 +55.0/-56.0 +44.6/-44.6 +43.6/-43.6 +43.5/ 43.5 +55.0/-90.0 +55.0/-87.2 +55.01-75.0 +56.01-70.5 +55.0/-66.7 +65.0/-90.0 +55.0/-87.2 +65.01-75.0 +55.0/-70.5 +55.0/-66.7 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-88.1 +55.0/ 83.4 +55.01.86.9 +55.0/-56.0 +44.6/-44.6 +43.6/ 43.6 +43.6/ A3.6 +55.0/-90.0 +55.01-90.0 +55.0/-89.2 +55.01-79.9 +55.0/-73.8 +55.0/-90.0 +65,01-90.0 +55.01-80.3 +55.0/-78.5 +55.0/-78,3 +55.0l-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55,01-90.0 3T' 46" 49" 53.1/8" 61" +42.8/42.8 +41.6/41.6 +38.9/-38.9 +55.0/-61.1 +55.0/-58.5 +55.0/-55.3 +55.0/41.1 +55.01-58.5 +55.0/-55,3 +55.0/-76.4 +55.0/-73.1 +55.0/-63.5 +42.81-42.8 +410-41.B +38.9/-38.9 +65.0/-67.2 +55.0/-65.2 +55.01-62.0 +55.0/-77.0 +55.0/-74.9 +55.01.63.5 +55.0/-82.9 +55.0/-79.3 +55.0/-63.5 66" 74" 26-1/2" 37" +55.01-67.9 +49.7/49.7 +55.0%90.6 +55.0/-67.2 +65-0/-g0.0 +55.01-67.2 +65.0/-90,0 +55.01-84.0 +55,0/-67.9 +49.7/49.7 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +65.0/-89.5 +55.01-90.0 +55,01-90.0 45" +35.5/-35.5 +55.01-57.1 +55.01-57.1 +55.0/-71.4 +35.51-35.5 +55.01-77.2 +55.0/•63.9 +65.01-77.4 49" +32.31-32.3 +53.4/-53_4 +53.4/-63.4 +55.0/-66.7 +32.3/-32.3 +55.0/-68.0 +55.0/•58.1 +55.01-72.3 c53=1/8"- 55 2/-50t2 1+50.21-50.2 +55.0/-62.7 +31.2/-31.2 +55.0/-59.4 +55.01.56.2 +55.0/-68.0 �1 66" +32.0 -MO ,; 415NI�W.4` .+43.0/43.0 +45.41-45.4 +43.0143.0 +65.0/-56.7 +53.81-53.8 +31.8/-31.8 +32.0/-32.0 +51.01-51.0 +49,3/•49.3 +55.0/-57.2 +55.0/-67.6 +55-01-61.5 +65.01-58.3 74' _ +30.01-30.0 +40.0140.0 +40.0/40.0 +50.0/-50.0 +30.01-30.0 +47.9/-47.9 +54.11-54.1 +54.21-54.2 26-1/2" - - +55.01-90.0 +55.01-90.0 +55.01-90.0 3T, _ - +55.0/-77.9 +55.01-77.9 +55.0/-78.1 45" - +65.01-65.8 +55.01-57.1 +55.01-66.0 49" +55.01-61.3 +50.6150.6 +55.01-61.5 53-1/8" 61" 72" - - +54.0/-54.0 +46.8146.6 - - +44.0/-44.0 +46.41-46.4 +51.8l-51.8 66" - - +41.2/ 41.2 +47.01-47.0 +48.91 48.9 74" +39.8/-39.8 +45.01-45.0 Glass Types Glass-lE 1f8".Annealeda r - �- 118'zTempered1e r-�] Glas 3/16%Annealed% r2 IK' Annealed Glass 3 118" Annealed - 114" Airspace - 1/8" Annealed 3/1(P Annealed - 3/16"Airspace -1/8" Annealed Glass 4 3/16 Tempered 1/4" Tempered Glass 5 1/8" Tempered -1/4" Airspace - 1/8" Tempered 3116' Tempered - 3/16"Airspace -1/8" Tempered NOTES: 1) USE THIS TABLE FOR ALL XO/OX WINDOWS PERTHE ELEVATION ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: a a XO OX PRODUCT REVISED as compsying with the Florida Building Code NOA-No. 17-0411.05 Expiration Bate 04105/2022 Mio�-O�adb- r'� on ro a r- W •"aa 9 0 o N 'n "I"u O t9 N a Of O co Ofj O o Z 2 p LL o oN z ®J p W Z eau LUOo �� co O W v = LU �Me > $ J �zm 0 o O IL O ¢ F, N ®� z0 W Iaays 7 co = o S M z a W "1-S 0 a IL z Z O J co Of ¢ W o = "111 '-xap myas \`\1 LII IIIIIIr Irk, LYlYA1 �'� •'�tCENBF •. ((� * ! N0.58705 Q'rY= O� ., STA2,TE S CG A. LYNN MILLER, P.E. P.E.H 58TW LL. Maximum Design Pressures (psf) XOX, 1/3.113 -1/3 Configuration Tip -to -Tip Width Tip -to -Tip Height w/ Standard Meeting Rall Lv/ Heavy-duty Meeting Rail Glass 2 Glass 3 Glass 4 & 5 Glass 2 Glass 3 1 Glass 4 & 5 49' 53-V8^ 38 3/8" 90 +55.0/-.0 +55.0/-90.0 +55.0/-90.0 +65.01 11.0 +55.0/-76.6 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-B1.0 +55.0/-75.6 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-BB.2 +55.0/-96.0 +55.01-90.0 +55.01-90.0 +55.0140.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/50.0 81" 74" 85" 90" +55.01.73.8 +55,0/-73.8 +55.0/-86.1 +55.01-90.0 +55.0/•90.0 +65.0/-90.0 49' 53-i18" +55,0/-90.0 +55.0/-84.7 +55.01-76.3 +55.0/-66.8 +55.0/-61.5 +55.0/59.6 4+55.0/-90.00 .7 .3 .8 .5 .6 +55.0/-90.0 +55.01-90.0 +55.0/-89.0 +55.01-77.9 +55.0/-71.7 +55.0/69.6 +55.01-90.0 +65.01-90.0 +55.01-90-0 +55.01-88.9 +55.0/-81.B +55.0/-79.5 +55.0/-90.0 +55.0/-90.0 +55.0/.90.0 +55.0/-89.0 +55.01-82.0 +55.0/-79.5 +55.01-90.0 +56.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55-0/-90.0 +55.0%90.0 61" 7,V1 65" 90" 49' 53_1/8" 5D518" +55.0/-76.3 +55.01-71.4 .3 +55.0/-71.4 +55.0/-89.1 +55.0/.83.2 +55.01-90.0 +55.01-90.0 +55,01.90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 oil. +55.0/-63.9 +55. 1-55.3 +50.4/-50.4 +48.6/-48.6 +55.0/-63.9 +55.0/55.3 +50.4/-50.4 +48.6/-48.6 +55.01-74.5 +55.0/-64.5 +55.01-58.8 +56.U/-56.7 +55.0/-85.1 +55.0/-73.7 +55.0/-67.2 +55.01-64.8 +55.0/-85.1 +55.0/-73.7 1 +55,0/-67.2 +55.0/•84.8 +55.01-90.0 +65.01-90.0 +55.01-86.9 +55.01-83.9 74" 85" 90" 49" c5371/8" , _ �S3 +55.01-59.2 +55.0/-59.2 +55.0/-69.1 +55.0/-78.9 +55.0/-78.9 +55.01-90.0 +56.0/-56.1 +65.01-55.1 +65.0/-64.3 +65.0/-73.5 +55.01-73.5 +55.0/-90.0 c67-n-4 +49.0149.0 +41.9/-41.9 +37.7/-37.7 +49.0/-49.0 +41.9/41,9 +37.7/57.7 +55.01-67.1 +48.8/-48.8 +44.01-44.0 +65.01-65.3 +55.0/-5 8 +50.3150.3 +55.0/-65.3 +55,0155.6 +50.3/-50.3 +55.01-84.6 +55.0/-72.2 +55.0/-65.0 74" BY 90" +36.2/-36.2 +36.21-36.2 +42.21-42.2 +48.21. 11. +48.2145.2 +55.0/-62.4 Glass Types 3116" Annealed Glass 2 1/4- Annealed 1/8' Annealed -114" Alrspace -118" Annealed Glass 3 3/16" Annealed - 3/76" Airspace -1l8"Annealed 3116" Tempered Glass 4 1f4- Tampered t/w Tempered -1l4" Alrspace-1/8" Tempered Glass 5 3/16" Tempered - 3/16"Airs pace - 1/B° Tempered Maximum Design Pressures (psf) XOX,1/4-1/2-1/4 Configuration Tip -to -Tip Width Tip -to -Tip Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Wait Glass 2 1 Glass 3 Glass 4 & 5 Glass 2 Glass 3 Glass 4 & 5 53-1/8, 38-3/8" +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +65.0/-90-0 +55.0/-90.0 74" +55.0/-80.4 +55.0/ 74.7 +55.0/-65.3 +55.0/-56.7 +49.71-49.7 +65.0/-80.4 +55.01-77.2 +55.0/-72.5 +55.01-64.8 +55.0/-57.6 +55.01-90.0 +55.0/-90.0 +55.0/-87.0 +55.0/-84.7 +55.0/-83.2 +55.0/-83.1 +55.01-74.7 +55.0/-65.3 +55.0/-56.7 +49.7/-49.7 +55.0/-90.0 +55.01-81-9 +55.0/-72.5 +55.0/-64.8 +55.0/-57.6 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01.90.0 85" 971, 109" 12(Y° 53-1/8" 44" +55.0/-79.5 +55.01-64.9 +55.01-79.6 +55.0/-64.9 +65.0/-90.0 +55.0/-75.8 +55.0/-85.0 +55.0/-72.8 +55.01-90,0 +55.0/-79.6 +65.0/-90.0 +55.0/-90.0 74" 85" +55.01-61.2 +55.01-58.8 +53.41-53.4 +55.0/-61,2 +55.0/-58,8 +55.0/55.8 +55.0/-71.4 +55.0/-68.6 +55.01-66.5 +55.0/-67.2 +65.01-60.0 +53.4/53.4 +55.0/-71.1 +55.0/-63.7 +55.0/-55.8 +55.0/-90.0 +55.0/-90.0 +55.0/.90.0 97" 109" 120" +47.91-47.9 +61.11-51.1 +65.01-65.0 +47.9/-07.9 +51.11-61.1 +55.01.90.0 53-1/9' 50-5/8" +55.01-66.4 +52.9/-52.9 +55.01.66.4 +52.9/-52.9 +55.01-77.5 +55.01-61.5 +55.0/-73.8 +55.01-620 +55.01-78.3 +55.0/-70.0 +55.0/-90.0 +55.01-90.0 74" 85" +49.1/49-1 +49.1/•49.1 +55.01-57.3 +55.0158.9 +55.01-62.8 +55.01-84.6 97" +46.3/-46.3 +44.7/�}.7 +43.6/-43.6 +46.3/46.3 +44.7/-44.7 +43.6/-03.6 +54.1/-54.1 +52.2/-52.2 +50.9/-50.9 +53.7/.53.7 +48.4/-48.4 +44.31-44.3 +48.2/-48.1-77.1 +44.1/-44.-76.2 +54.7154.1455.0/-5 /-79.9 109" 120" 53-1/8" 63" +50.8/50.8 +39.3/-39.3 +35.8/-35.8 +50.81-50.6 +39.3/-39.3 +35.8/-35.8 +55.0/-59.2 +45.9/-45.9 +41.8/ 41.8 +55.01-59.4 +47.91-47.9 +46.8/-46.8 +55.01-56./-87.5 +52.5/-52.1-67.8 +47.81-47./-61.8 74" 85" 97" +33.1/-33.1 +33.103.1 +31.21.31.2 +38.708.7 +36.4/-36.4 +43.0/43.9 +40,5/10.5 +44.21-44./-57.1109"+31.21-31.2. +39.6/-39./-53.8120" +30.01-30.0 +30.0/-30.0 +35.01-35.0 +37,5/-37.5 +35.61-35./-51,7 NOTES: 1) USE THIS TABLE FOR ALL XOX WINDOWS PER THE ELEVATIONS ON SHEET 1. DIMENSIONS SHOWN ARE TIP -TO -TIP. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THETABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: i I XOX (1/3-1/3-1/3) XOX (114-1/2-0/41 PRODUCT REVISED os ...plying with tho Florida Building Code NOA-No. 17-0411.05 Expl-tion Vole 04105/2022 By / IPllarni, a Product control z r` ur CD .,sa o6 0 4 } n r aIW O s y� M Z LL a� ❑ w 0 m T ui ®� ,r e WC.)"Mwa •oN ~o W `j s w snld I- > v 8 oZ0) C) XX ¢ O O. LU 1""45 ® N f O Z W 7EL K� Z_ Z 0 O J W 2 i ¢ o LYN .......... Z . ' L1cENgF • ��� * No. 58705 *� -U - ��p�Artv�, !oNAL A. LYNN MILLER P.E. P.E1/ 515705 Jamb Anchor Quantities, XO & OX TIP -to -TIP Width Tlp40-11P Ilelght w7is andartLMeetirWR ill- -w! Heavy -duly Meeting Rail . ¢ IV 9') - O 9- � o 5 g gg a b -�'' ¢� m S' a`o - O 'b g d`� "- o 5 a a`8 20-112' 3 3 3 3 3 3 3 37^ 45' q9^ 53- IB' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 01" 66" 74- 4 3 3 3 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 26.1/2" 44, 3 3 3 3 3 3 3 3 37" 45" 3 3 3 3 3 3 3 3 4 3 3 3 4 3 3 3 q9^ 53-115' 4 3 3 3 4 3 3 3 4 3 3 3 4 3 _ 3 3 61" 66^ 74" 4 4 3 3 4 4 3 3 4 3 3 3 4_ 3 3 3 3 3 3 3 3 3 3 3 26-112' hU.Y'" Ir 4 4 4 4 4 4 4 4 3T" 45° 4 4 4 4 4 4 4 4 4 4 4 9 4 4 4 4 49" 5 t-1/6" 5 4 4 4 5 4 4 4 5 4 4 4 5 4 4. 4 61" OF 74" 5 4 4 4 5 4 4 4 5 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 26-11Z- !�'83„• ' 4 4 4 4 4 4 4 37^ -4S' 4 4. 4 5 4 4 4 _5 5 4 4 4 4 4 4 49" +534V0" 5 4 4 4 5 4 4 4 5 '4 4 4 5 4 4 4 5 4JP 4 4 5 9 4 1 4 66" 74" 5 4 4 4 5 4 4 4 5 4 4 4 54 4 4 26-112"' 74" 77, 5 4 4 4 TABLE T. Heed & Sill Anchor Cluster Quantities, XO & OX TipHo-Tlp Width Tip -to -Tip Height 9fStenderd W%tinn Rao` wl Heavy-duty Meeting Rail .- ¢ ¢o t ¢LB4 •. ❑ c a (D D ¢ t o IC-0 m tp o d� cY g aCD n r� 38.318• C2 C7 1 C2 2 2 C 02 37" 45" C2 C2 I C2 1 C2 G2 G2 C2 1 G2 G C2 C2 I C2 C4 C2 C2 I C2 49" 53-1/6" G C2 C2 C2 G4 C2 C2 1 C2 (14 C2 02 02 G C2 C2 C2 66' 74° C4 G C2 C2 G C4 C2 C2 G C2 CZ G2 G 02 C2 02 C2 C2 C2 C2 C2 C2 C2 C2 26-112" 3T" C2 C2 C2 C2 C2 C2 C2 C2 C4 C2 C2 C2 G C2 C2 C2 46' G G C2 C2 G4 I C4 C2 C2 G4 C4 C2 C2 C4 1 C4 C2 G2 C2 C4 I G C2 C2 61" 66" 74" G G C2 C2 G C4 C2 C2 G G C2 C2 C4 G C2 C2 G C2 -C2 C2. G C2 C2 C2 26-112, 3T' 50S1e, G C2 1 C2 C2 C4 G2 C2 C2 4 G C2 C2 C4 C4 C2 -C2 C2 45° 4 53-t/0" G G C2 C2 G G7- C2 G G C2 C2 G C4 C2 C2 G G C2 C2 C4 C4 C2 C2 6,° 66' 74" C4 C4 C2 C2 C4 G4 C2 C2 G G C2 C2 C4 C4 C2 C2 G C4 C2 C2 C4 C4 C2 G2 26-12" 37" C C4 G C2 C2 C4 C4 C2 C2 G G C2 C2 C4 C4 C2 C2 5" 49" F3.170" G G t2 C2 04 G C2 C2 C4G C2 C2 C4 G 02 C2 G 5 C2 C4 C4 C2 C2 m 66" '14" C4 CW CrC2 C4F C4 02 C2 G G C2 C2 G C4C2 C2 C4 C4 Q C2 O4 C4 C2 C2 TV 72° C4 C4 C2 C2 "HEAD &SILL° 'CLUSTER" ANCHOR "HEAD & SILL' SILL'DUANTITY,SEETABLE7 ,ANCHOR QUANTITY ANCHOR /®FlXED SASH, SEE TABLE 8 +-- GUANTTTY LITE, SEE TABLE 6 - --------�----------LLL_-� 1r wx.. ac. FOR "JAMB' WINDOWSUP7063' ANCHOR OUANTTTY, SEE TABLE 6 LI TALL, 20" MAX. O.C. FOR W�INDOfjW'S OVER 63" I 1 L 6" MAX —"-� —"l I _ FROM �� w MAX. FROM CENTER f� ff OF RAIL 4' MIN. ANCHORAGE FOR XO/OX CONFIGURATIONS SEE TABLE 20. SHEET 11 FOR ANCHOR GROUP DESCRIPTIONS. Quantities, a 9 OX M M1 M1 M; M M, wM M-I ■� o0000000 ©0�0©000 mum ©©00©©00 000�0000 ® 000�0000 000�0000 m ©000©000 ©DOD©ODD ©©oo©©oo ® Q�QQQQQ MUM o 000000 mum ©©oo©©oo 00�00000 � �i0000000 1 maim 0000 0 ©000©000 ■ate ©000©©oo I� ©BOO©DOD � aaaa���oo ® alsaa o 1 aaae0000 aaaaoEaoo aaaa0000 aoaal0000 ■tom aeva©000 � aaaa©©oo PRODUCT REVISED PRODUCT REVISED as complying with the Florida Building Code NOA-No, 17-0411.05 Expiration Date 04/05/2022 By Mlam.140ade Product Control z` > 13 o o o °I°D O 0 N S D_ tv JO = o ^ O IL o O ❑ Z Lu p iLLi" ®¢ z s u Er �>a Sz � 0 o X LL I- vi ' � ® n 0 F I°745 O z z ¢ g Q °+O°S o o z 0 0 V Q Z = a6J •�sa0 saps 11t1111111/// LYNAI * : No. 58705 - =O ' TE 1F�'•t�, t I I I00 X) A. LYNN MILLER P.E. RE-050705 MM M '� O0oo0o00 00000000i 00000000 ©000©000 ©©00©©010 �r•�I� ® 000000 0 000©©�■�i0 ©©00©©00 SUEZ 00000 00 00000�000 �I 0000i0000 0000©000 0000©©oo OOO��BOO 000 0l0 a"" "oo � 0000®000 0000©000 Jamb Anchor Quantities, XOX,1 /3 -1/3 -1/3 Tip-to-„p Width 'Wta-Tip Height w/ Standard Meeting Rell w/ Heavy-duty Meetng Roll h¢ E B m o a g 0 u Q' g¢ .` g g m o E O g h a i p- 49" 53-118' 3B.11B" 3 3 3 3 3 3 3 3 3 3 1 3 3 3 3 3 B1, 74• 3 3 3 3 8 3 3 3 3 3 3 3 3 3 1 3 3 85' 50• 3 3 3 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 3 3 3 3 3 3 344,4 N9. 3 3 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 4 4 3 3 49• 53-,18' 50S/6, 4 4 4 4 4 4 4 4 4 4 4 4 _4 4 4 4 6,• 74 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 86' 90•1 4 4 4 4 6 4 4 4 4 4 4 4 5 4 4 4 49• 53.116' 63. 4 q 4 4 4 4 4 4 4 4 4 4 6 4 4 4 6,' 74• 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 86• 90• 4 4 4 4 ..5 4 4 4 4 4 4 4 5 4 4 1 4 11 FfIR ANr:I InR GROUP ^- Head & SIII Anchor Cluster Quantitles, XOX,113 -113 -113 Tip.Ianp Width Tip-tomp Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Rao h 4 '(5 Q b m fig < b O a atj gg o V U¢ 5 do S m 5 9 I, o < 0 o ¢ ,31TC2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2C2 C2 N49" C2 C2 C4 C2 C2 C2 C4 C2 C2 C2 Cq C2 C2 C4 C2 C2 C2 0,C'dC2 C2 04 C2 C2 C2 04 - C4 C2 C2 49" 53.118' C4 C2 C2 C2 C4 C2 C2 C2 G4 C2 C2 Cz CA C2 C2. C2 81• 74• C4 C2 C2 02 C4 C2 CL C2 C4 C2 C2 C2 C4 C4 C2 C2 85" 8p" C4 C2 C2 C2 C4 C4 C2 C2 C4 C2 C2 C2 C4 C4 C2 C2 4 63.1IB" - 585I8° C4 C2 C2 C2 C4 C2 C2 C2 C4 02 C2 C2 C} C4 C2 C2 61" 74" 04 C2 C2 C2 C4 C4 C2 C2 C4 C2 C2 C2 C4 C4 C2 C2 85' gp" 04 C2 02 C2 04 C4 C2 C2 C4 C2 C2 C2 C4 C4 C2 C2 49" 53118" C4 C2 C2 02 C4 C4 C2 C2 N C2 C2 C2 04 C4 C2 C2 74" 2 � C2 C4 CR C2 C2 2 CZ C4 C4 C2 C2 es' N C2 C4 c4 C2 cz 2 C2 CA C4 C2 C2 c mug. mmom"Mm 010000000 � Oo000000 00000000 '� '� OOi�00000 00000000 � 00000000 �0000000 000©©00 ©Ooo©©Oo ., 0�0000000 WORM 00000000 o0�■Io00o0 � OEM 00 00000 0000©©00 0000�■©00 Y. 000�00000 0000o000 I® 00000000 Ooo00�®%0 �__ 0000 oo00©r0oo "CLUSTER "ANCHOR "HEAD &SILL" gUAN71TY, 9' TABLE 10 'HEAD & SILL" ANCHOR QUANTITY ANCHOR QUANTITY (c� SASH, SEE TABLE 9 ®FIXED LITE, SEE TABLE 11 r_111—_l r•"--- ----1r ter.--------;� �---, 'JAMB" I ANCHOR QUANTITY, SEE TABLE 12�j -- i I I 1 —�1 Fes— J--------J --- �1- J L ---� 6'MAX. OF MEETING RA LPIN. ANCHORAGE FOR XOX (1/3-1/3-1/3) CONFIGURATIONS -J 6"MAX. SASH VISIBLE LIGHT HEIGHT; (WI I FIXED VISIBLE LIGHT HEIGHT: (WI - PRODUCT REVISED as comply n9 with tha Florida Building Code Holt -No. 17-0411.0E Expiration Date 4/05/2022 By rdIQMI--IjapWpMduc1 ontrol n I > - FE o co p wd 59 }"' ��� o,og o o d a N a� o ; � of o O = o o� 0 w 0 ULWj d �� Z �' ° d :5e 03 oW3 m o sMn o r Z rn O 4 0 OX `' � O m fcd Z W to foaHS O Z Z � alo�S o Z o 0 � N a ant '�sse selie5 \tt, L1111111 f///7 \ Qom. VCENSF ••. `<F No. 5870E • P T NT.,f �Q, '777jONAL IEt��� A LYNN MILLER P.E. P.E.'J 68705 Nam �� �ria■�0000© �� ©oo�■©000 000l00000 mum o0000000 o0000000 r �000©©ono ., • olvoo�Qoo MEMO o000 000 o000 0�■0 ooru■0000�l 0oo4��i�o ®ry■ ;, 000000�o �u0000000 try ®®�ii000�a o>v000000 V Jamb Anchor Quantities,XOX,1/4-1/2-1/4 Tip -to -Tip Mh Tip -to 7Ip Height w/ Standard Meeting Hall w/ Heavy-duty Meeting Hall b a is m U. a L o a b¢ rd f. m b U rd g o r� I6 38.3/V 3 3 3 3 3 3 3 7q' 85' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 9T 10g" r-3 3 _ 3 3 3 3 3 3 33333 3 3 3 3 9 4 3 3 3 53-1/8, 3 3 3 3 3 3 3 3 74- 65' 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3 g7' 16g•' 120' 3 3 3 1 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 4 4 3 3 53.118' 74° 54518" 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 &5' 97- 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 16g° 120" 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 53118" 83" 4 4 4 4 4 4 4 4 74- 85' 4 4 4 14 4 4 4 4 4 4 4 4 4 4 4 4 97' 109" 4 4 4 4 4 4 4 4 4. 4 4 4 4 4 4 4 4 4 4_L 4 1 4 1 4 1 4 1 4 11 FOR ANCHOR GROUP DESCRIPTIONS. TABLE 14• Head & Sill Anchor Cluster Quantities, XOX,1/4 -1/2 -1/4 Tip -to -Tip Width TiPAt Tip Height w/ Standard Meeflng Rail w/ Heav/-Wry Meeting Rail o 6 < = o m ¢ a L Ug 2 o a o' o a o m a U - o 53 B" 38-3'8" C2 C2 C2 G2 CZ C2 C2 74' 65, C4 C2 Q C2 C4 C2 C2 C2 C4 ¢ C2 C2 CA C2. C2 C2 g7' 109° 120" G4 C2 C2 I CZ C4 C2 C2 C2 C4 C2 C2 I C2 C4 C! C2 C2 U C2 C2 - CZ C4 C4 C2 C2 53-11W 4,,,, C4 D2 C2 C2 C4 C2 C2 C2 74 85' cA C2 C2 C2 C4 C4 C2 C2 C4 C2 C2 C2 C, C4 C2 C2 —C2 97" 109, 11" C4 C2 C2 C2 C4 .C4 62 C4 C2 C2 Cz C4 C4 C2 C2 ca C2 C2 c2 G, C4 C2 C2 53-118° 74' 50-98° C4 C2 C2 C2 C4 I C4 C2 C2 C4 C2 C2 C2 I C4 I C4 C2 C2 85' 9/° C4 C2 C2 C2 C4 I C4 C2 C2 CA C2 G2 C2 C4 CA C2 12 109" 12 C4 C2 C2 C2 C4 C4 C2 C2 CA C2 C2 C2 C4 C4 C2 C2 53.11e' 74% 83' C4 C2 C•2 02 04 C4 C2 C2 C4 C2 C2 C2 —CT- C4 CA _ C2 C2 85' 97" CA C2 C2 G4 C1 C2 C2 Gf C2 C2 C2 C4 C4 C2 C2 109' 1201, G} [2 C2 C2 G7 G4 Lz G2 u . cz cz cz C4 CA C2 C2 TABLE 15 Head & Sill @ Fixed Lite Anchor Quantity, XOX,1/4 -112 -114 Tip4-Tp Width Tip-t-'rp Height w/ Standard Meetln9 Rail vd Hea%y-duty Meeting Rai b¢ a L m < L 0 Q E b m ¢b h¢ a e 0 b m 2¢ t7 = U 2 C = a a 53.1/8' 36-318 2 1-1 1 1 2 1 1 1 1 1 7V 85, 3 2 2 1 3 2 1 2 1 a 3 2 2 a 3 2 2 1.. 1109" 12D' 4 3 2 2 4 4 2 2 5 4 3 2 5 4 3 2 6 5 3 2 6 5 3 3 53-115, 74" 44' 2 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 BS B7" 3 2 2 1 4 3 2 2 4 3 2 2 4 4 2 2 109" 12W a 3 2 2 5 4 3 2 5 4 3 2 6 5 3 3 53-W 74' 50.618 1 1 1 1 2 1 1 , 2 2 1 1 3 2 2 1 BS' 91" 2 2 1 1 3 3 2 2 3 2 2 1 4 3 2 2 109' 12V 3 3 2 2 6 4 3 2 4 3 2 2 B 5 3 2 531/8' 74" 03, 1 1 1 1 2 1 1 1 2 1 , , 2 2 1 —1— &5' 97' 2 2 1 1 3 2 2 1 2 2 1 1 3 3 2 1 109' 120" 3 2 2 1 4 3 2 2 3 2 2 1 4 3 2 2 'HEAD 851LL" 'CLUSTER"ANCHOR 'HEAD &SILL' QUAN OTY, SEE TABLE 14 ANCHOR QUANTTY ANCHOR QUANTITY @ BASH, SEE TABLE 13 � �- �@ FIXED LITE. SEE TABLE 15 IL---J L--- ---J l----------J L--- ---LJ I ---- I I I i - I I JAMB" I I ANCHORSEE TABLE 16 I SEE TABLE 16�I l I I I I 17' MAX. I I II I I I I a a r I 6" MAX. L W MAX —I —'l ff"�� I-- 0 MAX. FROM CENTER IT OF MEETING RAIL _-.-{I 4'MIN. ANCHORAGE FOR XOX (1/4-1/2-1/4) CONFIGURATIONS SASH VISIBLE LIGHT WIDTH: (WW/4-3-7116) FB(ED VISIBLE LIGHT WIDTH: (WN/2-3-13116) EGRESS WIDTH: (WW14-2-5'/1S) SASH VISIBLE LIGHT HEIGHT. (WH-B-1/8) EGRES311E101 R: (Wi1-4.5/8) FIXED VISIBLE LIGHT HEIGHT: (WH-4-7/8) PRODUCT REVISED 8 5 complying with the Florida Duilding Code NOA-No. 17.0411.05 Expira0on Date 04105/2022 r Y > d 45 o ci ° rein o� 4 >- n 20i 13 O o ete0 0 a 0 9 m Z T O lL-I o a p W p Z co ®� U V Z_ 2 = ,�To d oi4u i- w ? w ti a -1 ozm 0 X X LL O Z 4D N W i_ leers z a a � O O Z O p = N U a Q = a81 -r_a0 c ``�t11YILYN /77j/� �-: No. 5B705 A. LYNN MILLER, P.E. REA 6870B INSTALLATION OPTION I INSTALLATION ANCHORS INTO 2X WOOD. OPTIONAL 80 ADDON WOOD 0FLANGE EDGE DISTANCE @ \ HEAD, ��\� EDGE BILL 8JAMBS DISTANCE F FIXED VISIBLE LIGHT HEIGHT HEIGHT BUCK HEIGHT Efa1 MT TN TYP. ANCHORTYPE, EMBEDNENT AND EDGE DISTANCE - PER SUBSTRATE, SEE TABLE 20, SHEET 11. CONCRETEICMU PER ANCHOR REQUIREMENT EMBEDMENT 114' MAX SHIM v INSTALLATION OPTION 2 INSTALLATION ANCHORS DIRECTLY INTO MASONRY. SASH VISIBLE LIGHT HEIGHT 012STEEL SELF -DRILLING SMS (GS), SEE TABLE 20, SHEET 11. IEETING-'RAIL_O= 1XWOOD LSTAANDARg TYP. ANCHOR TYPE, SUCKSTRIP, . •CONCRETE � EMBEDMENT AND EDGE SEENOTE2, CMU DISTANCE PER SUBSTRATE, THIS SHEET. PER 11 \� SEE TABLE 20, SHEET 11. R ANCHOIRE- 93 30\ (90 54 \� X C10� MENT `\ SASH SASH �� —^-II VISIBLE II-� VISIBLE ,I�— r LIGHT '• EDGE LIGHT _ __ _____ =I�FU(ED WIDTH DISTANCE WIDTH w~ I � 1 MM 1 i 74 24 VISIBLE # —1 LIGHT i 70 5 - EMBED MENT EXTERIOR EXTERIOR ID INSTALLATION OPTION 3 - BUCK WIDTH INSTALLATION ANCHORS TIP•T TIP WIDTH THROUGH 1XBUCKSTRIP HORIZONTAL SECTION A -A INTO MASONRY. F� 1/4' MAX SHIM x I--' DADE APPROVED 1 32 MULLION, ALUMINUM, I I ,O 31 STEEL FRAMING OR STEEL _I SASHVISIBLE 31 STUD, SEE SUBSTRATE — 7JJ LIGHT WIDTH_� 4' Cl1T LENGTH PROPERTIES, TABLE 20. 9#� SHEET 11. _ 12 @ EACH EXTERIOR FIXED VISIBLE MEETING RAIL INSTALLATION 25 STANDARD LIGHT WIDTH TYP.ANCHORTYPE, 6PTION4 MEETING RAILO EMBEDMENT AND EDGE INSTALLATION ------ BUCK WIDTH DISTANCEPER ANCHORS TIP-TO-TIPWIDTH SUBSTRATE, SEE DIRECTLYINTO TABLE 20. SHEET 11. METAL HORIZONTAL SECTION C-C r NOTES: J_ 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20 OF SHEET 11. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE WINDOW. 114' MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2' I 1 I _ Revised e WOOD TYP•ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, M SEE TABLE 20, SHEET 11. INSTALLATION ANCHORS INTO 2X WOOD. PRODUCT REVISED as complying with tho Florida Building Code NOA-No. 17-0411.05 Expiration Date 04/05/2022 iX WOOD THICK ARE TO BE CONSIDERED 1X SUCKSTRIP, INSTALLATIONS. 1X WOOD BUCKS ARE `� ,�a0.. ••. SEE NOTE 2 CONCRETE PER OPTIONAL. UNIT MAY BE INSTALLED �:: ' LlCEN6F •. �� r0laml-D a Product Control ANCHOR DIRECTLY TO SUBSTRATE, WOOD BUCKS Q•: Revised By. Dote: Revhiort: THIS SHEET. • REQUIREMENT DEPICTED AS 2X ARE 1-1/27THICK OR = No.58705 EXTERIOR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY _ INSTALLATION TRANSFER LOADS TO THE STRUCTURE, �� �= INSTALLATION DETAILS, STD MR J ROSOWSKI WOOD BUCK DESIGN AND INSTALLATION ' - AWE %• (V�` 1070 TECHNOLOGY DRIVE 711a Dote: OPTION IS THE RESPONSISIUTYOF7iJE �'• E• N. VENICE, FL 34275 VERTICAL SECTION B-B INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD. ���is •�ORIDA,."VA (B41)-480-J600 ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 THROUGH IX SUCKSTRIP MAXIMUM SHIM THICKNESS TO BE 1/4^. ",, ONAL �1�Y` xromn rorem:mnum.wa Series/M.&k smk: SheaG Qowing No. INTO MASONRY. I'M 11 A Wol=l>Fsardo A. LYP.rAIIIJ_05 P.E, HR-210 NTS 7 OF 11 MD-HR210-02 P.EX 507D5 CERT. OF AUTH. 92020S INSTALLATION OPTION 1 CONCRETEICMU HEAVY DUTY MEETING RAILU6 IX WOOD PERANCHOR TYP. ANCHOR TYPE, BUCKSTRIP, INSTALLATION ANCHORS INTO 2X WOOD. REQUIREMENT ` ' CONCRETE EMBEDMENT AND EDGE SEE NOTE 2, OR CMU EDGE �— EMBEDMENT DISTANCE PER SUBSTRATE, ^ THIS SHEET. OPTIONAL 2X WOOD DISTANCE _ 11 ��` SEE TABLE 2O, SHEET 11. a ^ " ANCHOR PER 114"80 DDO FLANAH N � EAD.SHIM 23 g3 30\``� 90 10 \ MENTREQUIRG SILL 8 JM1BS E \ _ ___ X-- 54 X — DISTANCE f / \ EMBED- `�\ _ __ \ MENT I 44 �` T I - - --� SASH \ SASH L - O VISIBLE VISTYP.AN-HORTYPE, 57 LIGHT 1 y _ _ _ _ � _ LIGHTBLE� YY1DTH �' • EDGE 1 EMBEDMENT AND -- - ' '_ DISTANCE EDGE DISTANCE _ ....`M�rDnTMi.,v i I II PER SUBSTRATE, FIX9D II 74 SEE TABLE 20. 76 I VISIBLE I L I 25 24 ""1 UG Y� 70 SHEET II. 5 �,• yl,,� �I JI I g0 EXTERIOR WIDTH EMBED- iiII I II zt MENT INSTALLATION I�-II \ INSTALLATION Firm I� iI Ii OPTION 2 V OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIP; INTO MASONRY. I I it I SASH I VISIBLE TIP -TO -TIP I II LIGHT HEIGHT I i� HEIGHT 1/4" MAX SHIM II II 912 STEEL IIOHT O I i ECK I I� X SELF -DRILLING II II I SMS (G5), SEE TABLE Ij I 20, SHEETII. - II 24 II II II - DADE APPROVED �I I 32 MULLION, ALUMINUM, STEEL FRAMING OR STEEL I II 31 STUD, SEE SUBSTRATE 57 ( II PROPERTIES. TABLE 20, I h 4" CUT LENGTH SHEET 11. O 12 ac EACH 3 MEETING RAIL EXTEf INSTALLATION r r TYP.ANCHORTYPE, OPTION IL EMBEDMENT AND EDGE INSTALLATION 2 DISTANCE PER ANCHORS SUBSTRATE. SEE DIRECTLY INTO 29 TABLE 20, SHEET 11. METAL NOTES: 1 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20 OF SHEET 11. \ �T FOLLOW EMBEDMENT AND EDGE DISTANCE L 114" MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. IX WOOD BUCKSTRIP. 2) ALL WOOD BUCKS LESS THAN 1.1/2' THICK SEE NOTE 2, ARE TO BE CONSIDERED 1X INSTALLATIONS. IX THISSHEET. CONCRETEPER t WOOD BUCKS ARE OPTIONAL UNIT MAY BE ANCHOR INSTALLED DIRECTLYTO SUBSTRATE. WOOD EXTERIOR REQUIREMENT BUCKS DEPICTED A52X ARE 1-112' THICK OR a INSTALLATION GREATER. IX AND 2XBUCKS(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER OPTION 3 LOADS TO THE STRUCTURE. WOOD BUCK VERTICAL SECTION B-B INSTALLATION ANCHORS DESIGN AND INSTALLATION IS THE THROUGH 1X BUCKSTRIP RESPONSIBILITY OF THE ENGINEER OR INTO MASONRY. ARCHITECT OF RECORD. MAXIMUM SHIM THICKNESS TO BE 1/4". ._.-.--- BUCK NOTH TIP -TO -TIP WIDTH ` HORIZONTAL SECTION A -A TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 20, SHEET 11. OPTION 1 INSTALLATION ANCHORS INTO 2X WOOD. TIP -TO -TIP WIDTH =i PRODUCT REVISED HORIZONTAL SECTION C-C s� amgiylangowlththeFlorida 0 dd I1111 /riir NOA-No.17-0411.05 \`L1I �'O i ''UtcENBF��( Revfood By. V. Revh7on: - E„phation Date 105)2022 Q•. '% By Miami-0a rod—t Control '�� * : No. 68705 ' Rarised �•: Qofe: ReNaiare D own By. ' O •. '.!V INSTALLATION DETAILS, HD MR J ROSOWSKI STA 0 : . '•.FiORIOi 1070 TECHNOLOGY DRIVE N.VENICE, FL94Zi5 n9e: Dale. /ONALIE� (041)480-1(100rrmusme;Nc ALUMINUM HORIZONTAL ROLLER WINDOW 03115/17 Series/Modd.. Saeh; Sheet Drawing No. Rer. A LYNN MILLER, P.E. .waMsnesarven HR-210 NTS B OF 11 MD-HR210-02 P.ES 5BT05 CERT. OF AUTH. *29290 118"ANNEALED OR TEMPERED GLASS 3/la'ANNEALED CLASS -� Fes-- 114'ANNEALED GLASSI+- EXTERIOR a 81 EXTERIOR 81 EXTERIOR 64 I .382'MIN I 81.382'MN. .382"MIN. GLASS GLASS BITE GLASS BITE II GLASS TYPE 1 GLASS3T P-.E 3116, TEMPERED GLASS -�•I I--�- 1/4" TEMPERED GLASS EXTERIOR II EXTERIOR a 55 �j� 56 ICI ,380 MIN. jlj� .382" MIN. L GLASS BRE III GLASS SITE 81 � 81 GLASS TYPE 5 SILICONE STRUCTURAL 1/4" NOM. POLYISOBUTYLENE WITH DESICCANT EXT. GLASS / INT. GLASS KODISPACE 4SG TPS TAW r 17• 12' MIN. GLASS STACK 1/2" MIN, GLASS STACK 1/4"AIRSPACE 3/16" AIRSPACE 1/8" ANNEALED 2/16' ANNEALED EXTERIOR GLASS U1/8-ANNEALrD GLASS GLASS 1/8" ANNEALED GLASS EXTERIOR II j AAGO-63 57.382.382' MIN.GLAGLASS BITE81 81 0-63 GLASS TYPE 3 12" MIN, 112' MIN. GLASS STACK GLASS STACK 1/8"TEMPERED 114"AIRSPACE 3116'TEMPERED - - 3116'AIRSPACE EXTERIOR GLASS - 118" TEMPERED GLASS GLASS 118" TEMPERED GLASS 4BrrEI EXTERIOR �i jI.38 .382"MIN. li IGLAGLASS BILE I j 81 81 60-63 60-83 GLASS TYPE 5 ALUMINUM STRUCTURAL SILICONE 3/1 G" NOM. FOAM BUM & WITH DESICCANT DESICCANT FOAM EXT. GLASS EXT- GLASS—, v/ `-INT. GLASS \-INT. GLASS ar SUPER O DURASEALP SPACERUNXT'm 62 SPACER part Ill Description Material 60 Kommeding 4SG TPS Spacer System 61 Quanex Super Spacer nXrWth Hot Melt Butyl See this Sheet I or 62 Quanex Duraseel Spacer Materials 63 Cardinal X Edge Spacer REFERENCE TEST REPORTS: FTL-871 T. 8968 & 8970 POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILVER, METALLIC SILICONE SEAL ROLL -FORMED STAINLESS STEEL Exr. GLASS FN"T. GLASS a3 XL EDGET"" SPACER ,J`INy LYNN/, * : No. 58705 %73'•. 14 vim; 1070 TECHNOLOGY DRIVE O • STATE F 4,f(/ ,�i�s • F<OR1DP-.= N. VENICE, FL 34275 (941)-460-160D '0.L'l'P81MNLtn,`P.E ALLoG ommaiem®.rc. rJn A Aa'e R� CERLOFAUTIi.H29296 P.EJl5e7a5 TABLE 18: Glass Types Glass 1/B" Annealed 1 1/8" Tempered 3/1W AnnealedP Glass 2 1/4' Annealed Glass 3 1/8" Annealed -1/4" Airspace - 1/13" Annealed 3/16"Annealed - 3/18" Airspace -1/B" Annealed Glass 4 3116" Tempered 1/4" Tempered Glass 5 1/8" Tempered -1/4" Airspace - 1/8"Tempered 3/16" Tempered -3/16°Airspace -1/B" Tempered PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0411.05 Expiration Date 04/05/2022 By Mlaml-D,*to Product Contra 3LAZING COMPONENTS J ROSOWSKI Tnle: ALUMINUM HORIZONTAL ROLLER WINDOW Date: 08/15/17 -t: Doming No. 9 OF 11 1 MD-HR210-02 STD. MEETING RAIL (HD SIMILAR) ASSEMBLY DETAILS 'SILL ADAPTER WEEPHOLE NOTES: A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67' C. REQUIRED IF WINDOW WIDTH IS OVER89". .415' D. REQUIRED IF WINDOW WIDTH IS OVER 45". �1.200'��12.11 DETAILS EPHOLE COVERS. ITITY AND SPACING PRODUCT REVISED ac complying with the Florida Building Code NOA-No. 17-0411.05 Fapiration Da9a04/05/2022 By Iglaml-0 roduct Control .E n _ ffg Q } g vi 0 d n ,l�0 p d ay c a = OJoo SD O Z � O z p� z � Mea = �JMO U o� o �1UJ 0 W3 W O z IL J Q O O f— �° ® N O J laayg i 2 z O Z m O w W N U J U _ Q Q apJ -nsap sauag Item Part ik Description Material 1 6215W Frame Heed 6g63-T6 2 6264W Frame Sill 6063-T5 3 6265BW Sill Adapter 6063-TG 4 6216W Frame Jamb (Fixed) .13053413 5 61088W Frame Jamb (Operable) 6053-TB 6 02077W Healy Duly Fixed Meeting Rail 0003-To 7 6220W Fixed Meeting Roll 606346 8 6223W I Sash Top & Bottom Rail 6063-T6 10 1 6221BW ISesh Side Rail 60S3•T6 11 6222W Sash Meeting Rail 6063-T6 12' 6270W Dogbone Reinforcement 6063-T(I 13 62785W ISash Slop 6063-T5 20 740809K I Meeting Rail Sweep Latch Plug Rigid PVC 21 42105W Sash Top Glide (Anti -rack) Rigid PVC 22 42114W End Cap Rlgld PVC 23 OQ200K .180' X.20W Q-Ion Wstp. (Frame) Flex PVC 70 24 6406BG .187" X.23W Fin Wsip. wades 25 66601K Bulb Vinyl Wstp. (Sash) Flex PVC 70 20 711275CK Frame Sill Gasket Polyethylene 27 70273AK Frame Head Gasket Polyethylene 28 70280BK Sash Gaskets Polyethylene 29 1 7HRMTW iWeepholo Co1,cr Plastic 30 1 71098W I Sweep Latch Cast Zinc 31 42112N Roller Housing & Guide Vinyl 32 1 7BRWHL2 IROIJer Brass 40 781PQA fl8 X 1" QUAD Pn SMS Steel _ 41 781PDX 0 X 1" Sq. Pn. SMS 41O SS 42 781 PSTX #8 X 1" Sq. Pn. Twin Fast SMS 41O SS 43 78X3BPSA #6 X.375" Sq. Pn. SMS Steel 44 785BW W #8 X.625" Ph. FI. SMS Steel 50 712053K Setting Block 3/32" X1/4" X1" EPDM 61 71267N Setting Block 1/8° X 1/2' X 1" f- EPDM 54 61625W 1/8' Bead Aluminum 55 65016W 3/18" Bead Aluminum 56 65133W 1/4" Bead Aluminum 57 BW48W I.O. Bead Rigid PVC 70 _ 61014FW Screen Frame Aluminum 71 47041W Screen Comer Key No Ring Vbvl 72 47042W Screen Comer Key with Ring Virlyl 73 73208PNG Screen Spring S Ong Steel 61624K Screen 6pllne -.135" Die. Foam Rubber 75 61635K Screen Spline-.136'DI& Hard Rubber M74 76 Semen Cloth Fiberglass 00 66615W Add -on Flange (Optional) 'fi063•TB 81 Dow Coming 099 Silicone Glazing Seelent )+— 2.000' .e76' 7I� 2824' r .O6r 2428• 7.B2i^ .as2• rat tOFRAMEHEAD- 02FRAMESILL U31-LADAPTER 1.54r I.— 1.E62• ' tcaz .osr .osr 21za• 2mo• 2.2,Tc DSa' 06 FRAME JAMR (FIXED) O FRAME JAMa LOP ERABLEI O He FDG:D MEETING RAIL TART F 2n- Anchor Group Anchor Type Frame Member Substrate "In.we. Distance MIn. O.C. Distance Min. Embedment or Metal Thickness A 412 WAS, 410 or 18-6 SS, (min of 3 threads bey and melel substrate) AD Sculhem Pine (SG = 0.56) 9118" 718" 13'8" S063-T5 Aluminum 318" WIG' lieu^ A36 Steel Or Or. 33 Steel Stud 3/e' 06" 0.045" (18 Ge) (lf2,=Steel SMS-(fir: 5); - _.2 .. (min bl3 tureeds:heyand meta,u,.,, te)>s AO Southern Pine (SG = 0.65) 9116" 718' 1318" �i,61T03-TS Aluminum-��, 318' 9116' 1!8" h36 Steel or Or. 33 Steel Stud 3I8' 9'18° 6045"(18Gs) C 1/4' Elco UkraCon0 Jamb Hallow Block (ASTM 090) 2.1)2" 6. Filed Black (ASTM C90) 242" 4" AD Concrete (min. 285 ksi) 2.1@" . 1. 1-319" AO Sathem Pine (SG = 0.55) 1-1116" 1.1116" 1�8" D U4" 410 SS Elea CreteFlex® Jamb Hollow or Filled Block, (ASTM C90) 1314' 61 AI Concrde (Irvin. 3.35 ksl) 1-3r4" 4" 13rd" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OFTHE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 05D° - -..I szc I Daa• .Dad' 1.662' T 1.010' -^ I' 1.a ton• I LIE! OSTD FD(ED MEETING RAIL I S I SASH TOP E BOTTOM RAIL 8SASR SIDE RAIL r 1.115. I— 1.1ir — T— T 11 SASH MEETING RAIL 12 DOGOCIDE REINFORCEMENT 13 SASH STOP UADDONFLAlne LYNN "'/, No. 58705 1070 TECHNOLOGY DRIVE 0'•F�,'lI7�� N. VENICE, FL 34275 �iis • !P(ORIOP,: 'O�` (941}48D^7600 L��aE��`� conamnre>on PcreumRmoe A LSIM AUcL.t21, P.E '�1°O�eIIeP�a P.FJ258705 CERT.. OFAUTH. 029298 Material Min. F, Min. F. Steel Screw 92 Rai 120 Rai I" Screw 60 ksi 95 ksi 410 Screw 90 ksi 110 ksi Elco UltraCon® 155 Ksl 177 ksi 410 SS Eloo CrelenexO 127.4 list 189.7 ksi 6063•T5 Aluminum 16 ksl 22 ksi 6063-18 Aluminum 25 Kul 3o k51 . A38 Steel W ksl 58 ksl Gr. 33 Steel Stud 33 ksi 45 ksi PRODUCT REVISED as complying with the I'lorlda Building Code Non -No. 17-0411.05 Expiration Vale 04/05/2022 ey Mtn Im -0yrt Product Control BOM & PART DETAILS, ANCHOR TYPES I J ROSOWSKI ALUMINUM HORIZONTAL ROLLER WINDOW 103/15/17 10 I NTS I 11 OF 11 I MD-HR210-02