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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online, _ Page 1 of 3 AN ED ?z BCIS Home Log In . User Registration vj Hot Topic Submit Surchh rge Stats & Facts i Publications FBC Staff i BC IS Site Map Links j rSearch . F Florida �, � Product Approval USER: Public User i i :.A:LxC+:iif:Y Product Approval Menu > Product or Application Search > AoolicatiowList > Application Detail HIMs rfi FL #42=R22 'l Application Type Revision Code Version T D" 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 PGT Industries Address/Phone/Email 1070 Technology Drive % North Venice, FL 34275 (941)486-0100 Ext22318 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 Ext21140 jrosowski@pgtindustries.com Quality Assurance Represn tative Address/Phone/Email Category eW doves Subcategory I erw Compliance Method/ / Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL 1 Referenced/Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/25/2017 Date Validated 10/16/2017 Date Pending FBC Approval https://ww,w.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquUsDrhuM3 D ... 3 / 12/2018 Florida Building C 6d e Onlin- Page 2 of � ' , Date Approved 10/26/2017 FL # w Model, Number or Name Description 242..1. H,�R 21`Q's(No.nImpact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved fo \use in HVHZ: Yes FL242 R22 C CAC 17-0411.05.odf 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 R22 II 17-0411.05.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: 242.2 HR - 610 (Non -Impact) WinGuard Aluminum Horizontal Roller Window Limits of Use \ Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 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 R22 II 17-0411.07.odf Acceptance (NOA) for produAI 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 I HR - 710, (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, sizeand spacing information. 242.4 HR - 810 (Large Missile 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 infor, ation, anchorage details, and anchor type, size, and spacing Information. \ WinGuard Aluminum Horizontal Roller Window Certification Agency Certificate FL242 R22 C CAC 17-0411.06.1)df Quality Assurance Contract Expiration Date 12/21/2021 Installation Instructions FL242 R22 11 17-0411.06.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 R22 C CAC 17-0411.03 LM.odf Quality Assurance Contract Expiration Date 11/01/2022 Installation Instructions FL242 R22 II 17-0411.03 LM.df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.5 HR - 810 (Small Missile Impact) Multi -Story Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0411.04 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 11/01/2022 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 II 17-0411.04 SM.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: 242.6 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 Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. 242.7 1 HR-5510 (Impact) https://www.floridabuilding.org/pr/pr_app_ Vinyl Horizontal Roller Window Certification Agency Certificate F�242 R22 C CAC 17-0411 09 odf Quality Assurance Contract Expiration Date 09%24/2020 Installation Instructions FL242 R22 11 17-0411.09.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created`by Independent Third Party: Vinyl Horizontal Roller Window =wGEVXQwtDquUsDrhuM3 D ... 3 / 12/2018 ,Florida Building Code Online Page 3 of 3 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. Certification Agency Certificate FL242 R22 C CAC 17-0411.08.odf Quality Assurance Contract Expiration Date 09/24/2020 Installation Instructions FL242 R22 II 17-0411.08.pdf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 242.8 SGD - 770 Window (Impact) I Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.17 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of I FL242 R22 II 17-0420.17 Window.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing l Created by Independent Third Party: information. Evaluation Reports I( Created by Independent Third Party: 242.9 SGD-2500 Window (Non-Irr1pact) Aluminum Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.15 Window.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Noticepf FL242 R22 1I 17-0420.15 Window.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. I Evaluation Reports Created by Independent Third Party: i 242.10 SGD-5570 Window (Impact) Vinyl Horizontal Roller Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL242 R22 C CAC 17-0420.16 Window.Ddf Approved for use outside HVHZ: Yes 1 Quality Assurance Contract Expiration Date Impact Resistant: Yes i 08/04/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL242 R22 II 17-0420,16 Window.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, andispacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1624 The State of Florida is an AA/EEO employer. Coovliaht 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 Octobdr 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 fob 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 i Chapter 455, F.S., please click here . Product Approval Accepts: ® M ECS,y�s s��tl I i https://www.floridabuilding.org/pr/pr Tapp_4tl.aspx?param=wGEVXQwtDquUsDrhuM3D... 3/12/2018 1 M IAM I-DADE DEPARTMENT OF 1 BOARD AND CODE NOTICE OF, ,GULATORY AND ECONOMIC RESOURCES (RER) DM7NISTRATION DIVISION CCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 (A. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted Imanner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved las described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series ft`TR.210?, Aluminum Horizontal Rolling Window - N.I. APPROVAL DOCUMENT- Drawing No. MD-IM10-02 titled "Aluminum Horizontal Roller Window", sheets 1 through I of 11, dated 03/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearinCP g 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. I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and followings tement: "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 budding code negatively affecting the performance of this product. TERMINATION of this NOAlwill 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. 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 fgr 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 1 Page 1 , PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS f 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11420 1.04) 2. Drawing No. MD-B R210-02 titled i"Aluminum Horizontal Roller Window", sheets 1 through 11 of 11, dated 03/15/17, prrepared 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 lImpact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawingsland 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 space i 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 11116115, 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 Infiltraiion 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,Idated 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-5t' Edition (2014) and FBC!6th Edition (2017), dated 03/31/17 and revised on 08/02/17, 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?duct Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 j E-1 i F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t6 Edition (2014) and FBC-6'h 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 1. Notice of Acceptance No. 16-0629.02, issued to PGT Industries, Inc. for their Series "HR-210" ,kluminum Horizontal Sliding Window - N.I., approved on 08/04/16 and expiring on '04/05/22. ,,;Sorge M. Plasencia, P.E. Pro#fict Control Unit Supervisor NOA No. 17-0411.05 Expiration Date: April 05, 2022 Approval Date: August 31, 2017 E-2 TIP - HE REQUIRED- 74' TIP TO -TIP WIDTH 73' BUCK WIDTH B SHEETS 7&8 i 72- IGIG TIP HT 71" BUCK HEIGHT 65-Tir SASH VISIBLE LIGHT I B7-1/8• FIXED VISIBLE I LIGHT 33-SH6' SASH FIXED LL33-9/18" VISIBLE LIGHT VISIBLE I LIGHT }- - --.ALWAYS 3" - 80" TIP- WIDTI 89' BUCKCK WIWIDTH rE FUCED A % SIBLE LIGHT 56-7/8' 68.1/6" SASH 7 I.. VISIBLE VISIBLE LIGHT LIGHT / CK C CHT 28-7716' SASH VISIBLE ucxr � TIP-1 HE[ 120° TIP -TO -TIP WIDTH --►I - 119' BUCK WIDTH B SHEETS 7&B - - -- 3' O-TIP GHT A 5 SASHASH VISIBLE / � I FIXED VISIBLE " LIGHT "VV LIGHT i 62" BUCK i HEIGHT 26-9116' SASH VISIBLE LIXED VISIBLE GHT ' VISIBLE LIGHT LIGHT i ALWAYS SEE NOTEA SEE NOTEB REQUIRED SHEET 10 —SEE NOTE U, SHEET 10 (51 CORNERS — — @CORNERS ®CORNERS -.i SHEETS 7&8 63• TIP TO TIP HEIGHT 6 BU HEI 3.3H 6" ALWAYS REQUIRED SEENOTEA IO -=C —`f if 3an6• SHEETS 7&8 i SEE NOTES B & C. B SHEET 10 3" Bsc,sHEISTTo TYP. XOX(1/4-1/2-1/4) ELEVATION TYP-: XO EL-EVAT10N_(OX-SIMI R) --- - ___ _ TYP. XOX (1/3-1/3-1/3) ELEVATION _ E- CODES /STANDARDS USED: i _ •2017 FLORIDA BUILDING CODE (FFBC), OTH EDITION GENERAL NOTES: SERIES 210 NON -IMPACT RESISTANT HORIZONTAL ROLLER — --__•201aFLORIDABUIL0NGCODE (FBC),5THEDITION 1) THIS PRODUCT HAS BEEN DESIGNED& TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). •ASTME7300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRU jION 2 SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. -. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE; ASTM_- •ALUMINUM DESIGN MANUAL, ADM-2016 C90 CONCRETE MASONRY UNITS AND CONCRETE WITT I MIN. KSI PER ANCHOR TYPE. ---__ __ •AI815100-12 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS •AISC 360-'10 DEPICTED AS 2X ARE 1-112• THICK OR GREATER. iXAND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) ORARCHITECT OF RECORD, (AOR). GENERAL NOTES .... _- ... .............. 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ELEVATIONS......................................I I'-----_ ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES, XO/OX.......... 2 6)1/4• MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. DESIGN PRESSURES, XOX........._. 3 1) DESIGN PRESSURES: ANCHOR QUANTITIES, XO/OX-...._ 4 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES,1/3 XOX._..5 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES, 114 XO/OX_ 6 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. INSTALLATION. STD MR .............. 7 8)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN INSTALLATION, HD MR. ................. 8 USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR GLAZING COMPONENTS.............. _. 9 MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDASUILDING CODE FOR CORROSION RESISTANCE. CORNER ASSEMBLY _.............. .....10 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. EXTRUSION PROFILES.... ............. 11 10) REFERENCES: TEST REPORTS FTL-6657 & 6658: ELCO ULTRACON NON ELCO CRETEFLEX NON NAT. DESIGN SPEC. FOR WOOD CONSTRUCTION. ANSUAF&PA NDS &ALUMINUM DESIGN MANUAL(ADM) PARTS LIST ............................ ;-11 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ANCHOR SPECIFICATIONS..........-11 12) THE 210 SERIES HORIZONTAL ROLLER WINDOW WAS FORMERLY KNOWN AS THE 201 SERIES. ' DESIGN PRESSURE RATING IMPACT RATING VARIES, NOT RATED FOR SEE SHEETS 2 & 3 IMPACT RESISTANCE USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD �,0......... t1i KNOWING YOUR WINDOW CONFIGURATION(OX, XO, XOX),SIZE, GLASS TYPES(TROM TABLES 2 OR 5) AND MEETING �� Q,: •. •'•(n� RAIL TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLES 1, * T•)0.68705 •; 3 OR 4. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING CSTNNED IN _� ; STEP 1. 3) DETERMINETHE MOST SUITABLE ANCHOR GROUP FROM TABLE 20 ACCORDING TO THE INSTALLATION CONDITIONS. FROM TABLES 6-16. VERIFY THAT THE ANCHOR/SUBSTRATE WILLMEEF - (Q �Q ,'• 4) DETERMINE THE ANCHOR QUANTITY REQUIREMENTS FOR YOUR OPENINGS CONDITION FROM TABLE 20, AND THAT ALL MN. REQUIREMENTS FROM THIS :ST! 7E F .P '• 4/ SHEET SET ARE MET. i�(t�S •'•!�tORiDP••= G\C� 5) INSTALL AS PER SHEETS 7 OR S. �rrONA�IE�1� A LYhk Ikk• - ��\y P.E. P.E.6 68705 PRODUCT REVISED as complying with tho Florida Buliding Code NOA-No. 17-0411.05 ExpTmtWn �Data 04/05/2022 BY i i24�> Mlaml-Da _Product Gontml 1070 TECHNOLOGY DRIVE GENERAL NOTES & ELEVATION J ROSOWSKI N. VENICE. FL 34275 litlx Dale: (941)480-1600 I ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 naoaralon xnvmum�m-a, xc. Svrlas/NodeB Seate: sheeC Drm.ing No. N`aans�lax�a HR-210 NTS 1 OF 11 MD-HR21 D-02 CERT. OF AUTH. /RB29B aiximum;Des�n:[?i�essures (psf$ik &AX s Tip-to-Trp Width TIP-10-Tip Height w/18tanded'M_eeliog-Ball— w/ Heavy-duty Meeting Rail Glass 1 Glass 2 Glasf 3 Glass 4 & 5 Glass 1 Glass 2 Glass 3 Glass 4 & 5 26-1/2" 38.3/8" +55.01-90.0 +55.0/-73.5 +55.0/•67.5 +55.0/-66.0 +55.0/-63.7 +55,01-59.2 +55.0/-56.3 +55.0-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +65.0/-89.2 +55.01-79.7 + A/-90,0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-79.7 + .01-90.0 +55.01-90.0 +55.0/-90.0 +65.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-79,7 + .0/.90.0 +55.0/ 73.5 +55.0/-67.5 +55.01-66.0 +65.01-63.7 +55.01-59.2 +65.0/-66.3 +55.01-90.0 +55.0/-90.0 +56.01-90.0 +55.01-90,0 +55.01-90.0 +55.01-89.2 +65.01-79.7 465.01.90.6 +55.0/ 00.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-79.7 +55,0/-90.0 +55.01-90.0 +66.01-90.0 +55.0%90.0 +55.01-90.0 +55.01-90.0 +66.01-79.7 37" 45" 49" 63-1/8" 61" 66" 74" +51.1/-51.1 +55.0/-63.5 t55.0/-63.5 +55.0/-83.5 +51.1/51.1 +55.01-63.5 +55.01.63.5 +55.01-83.5 26-1/2" +55.0/-90.0 +55.01-61.2 +53.71-53.7 +65.01-90.0 +55.0/-90.0 +65.0/-90.0 +65.0/-90.0 +55.01-90.0 +56.01-90.0 +56-01-90.0 +55.01-90.0 +65.0/-90.0 +55.01-90.0 +55.0/-61.2 +53,7/-53.7 +55.0/-90.0 +55.01-90.0 +55.0/-90,0 +55.01.90.0 +55,01.90.0 +65.01.90.0_ +65.0/-90.0 +55.01-90.0 +55.01-910 87' 45" 49• 534W +53.1/-53.1 +52.41-52.4 +55.01-85.1 +55.0/-81.0 +55.0/-85.1 +55.0/-81.0 +55.01-90.0 +56.0/--90.0 +53.1/-53.1 +52..4/524 +65,0/-88.9 +55.01-85.0 -+65.0/-90.0 +55.01.90.0 +66.01-90.0 1 +55.0/-90.0 61" +50.4/-50.4 +55.0/-75.I- +55:0/=75A +55.01-90.0 +50.4/-50.4 +55.01-79.3 +55.0/-90.0 +55.0/-90.0 66' �74"— --� +48.5/-48:6 +44,21-44.2 +55.0/-72.5 +55.01-63.6 465.01-72.5 +65.01-63.5 +55.0/-79.7 +55.0/-63.5 +48.6/418.5 +44.21-44.2 +55.01-77.1 +55.0/53.5 +55.01-79.7 +55,01.63.5 +55.0/-79.7 +55.0/-63.5 26.1/2" 5D 5/6" +55.01-66.9 +55.0/-56.0 +44,6/.44.6 +43'6/-43.6 +43.5/-43.5 +55.0/-90.0 +55.0/-87.2 +65.01-75.0 +55.01-70.5 +55.0/-66.7 +65.0/-90.0 +55.0/-87.2 +65.0/-75.0 +55.0/-70.5 +55.0/-66.7 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-88.1 +55,0/-83.4 +65,01-86.9 +55,0/-56.0 +44.61-44.6 +43.6/-43.6 +43.6/-43.6 +56-01-90.0 +55.01.90.0 +55.0/-89,2 +55.0479.9 +55.0/-73.8 +55.0/-90.0 +550-90.0 +55.01-80.3 +55.0/-78.5 +55,0/-78.3 +56-01-90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +65.01-90.0 37" 45" 49" 53-1/8" 61" +428/-42.8 +41.6/-41.6 +38.9/-38.9 +55.0/-61.1 +55.01-58.5 +55.0Y55.3 +65.0/-61.1 +55.0/-58.5 +55.0/55.3 +55.01-76.4 +55.0/-73.1 +55.0/-63.5 +42.8/-428 +41.6141.6 +38,91-38.9 +55.0/-67.2 +55.0/-65.2 +55.0/-52.0 +55.01.77.0 +55.0/-74.9 +55.0/.63.5 +65.01-82.9 +55.01-79.3 +55.0/-63.5 66" 74" 2641V +55.0/-67.9 +49.7/-49.7 +65.0/-90.0 +55.0/-67.2 +65.0/-90.0 +55.0/-67.2 +65.01-90.0 +55.01-84.0 +55.0/-67.9 +49.7/-49.7 +55.0/-90.0 +65.0/-90.0 +55.01.90.0 +65.0/-89.5 +55.01-90.0 +65.01-90.0 37" 45" q63 +35.5/-35.5 +65.0/-57.1 +55.01-67.1 +55.0/-71.4 +35.51-35.5 +55.01-77.2 +55.0/•63.9 +55.0/-77.4 49" a0m8" +32.3/-32.3 +31.2/-31.2 +31.81-31.8 +32.0/-32.0 +53.46.53.4 +50.21-50.2 +46.4/46.4 t43.0/-43.0 'F53T=b3l +L50:2/-503% +45.4/-45.4 +43.01.43.0 +55.0/-66.7 +55.0/-62.7 +55.0/56.7 +53.81-53.8 +32.3/-32.3 +31.2131.2 +31.8/.31.8 +32.0/32.0 +55.0/-68.0 +55.0/-59.4 +51.0/-51.0 +49.3/-49.3 +55.0/-58.1 +55.8/55.2 +55.0/-57.2 +55.01-67.6 +55.01-72.3 +55.01-68.0 +55.01-61.6 +66.01-68.3 �61/ 66" 74" +30.0/-30.0 +40.0/40.0 +40,0/-00.0 +50.01-50.0 +30.0/-30.0 +47.9/-47.9 +54.11-54.1 +54.21-54.2 26-1/2" _ _ +55,01-90.0 +55.0/-90.0 +55.01-90.0 37" _ _ +55.01-77.9 +55.01.77.9 +65.0/-78.1 49' - - - +55.01-65.8 +55.01-57.1 +55.0156.0 49" - +65.01-61.3 +50.6/50.6 +65.0/-61.5 53-1/8" 72" - - +54.0/54.0 +46.8146.8 +55.0l-57.4 81" _ _ +44.0/-44.0 +46.41.46.4 +51,8/-51.8 66" - - +41.2141.2 +47.01.47.0 +48.9/-48.9 74" +39.81-39.8 +45.0/45.0 +45.1/-15.1 rem c o• Glass Types - Glass 1_ IW Annealed —" _ 1/a" Tempered Glass 3/16" Annealed 2 1/4" Annealed lass 3' ./B�nnealed.=1/4"rAirspa-c6-171Y!AnnasIed 3/16" Annealed - 3/16" Airspace -118" Annealed Glass 4 3/16' Tempered 1/4" Tempered 1/8" Tempered -1/4" Airspace - US' Tempered Glass 5 3/16' Tempered - 3/16" Airspace -1/8" Tempered NOTES: 1) USE THIS TABLE FOR ALL XO/OX WINDOWS PER THE 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 xo OX PRODUCT REVISED as comp1Kn with the Florida Building Code Non -No_ 17-041.4.05- xplmtion Bate 04105/2022 By NBamr-e �o uc on ro r- 1 LU rA naI o of o p o ❑ to CO N d N O_j O = o ^ OIL o S� O Z W O Z < = WLU �e 1.-W ? W "a0 omc o g J 7 O Z Q) J O 0 O LL O N F ® z W laey i W It z TIES: 00 Z z o O J W =, Q o \``1Tt11111111r//�7 CENgNMA�'�' N0.58705 � F •'•F.OR1Dl;..''. SS�0NAL,E�C• `• A. LYNN CALLER, RE P.E.0 68TW Maximum Design Pressures (psf) XOX,1/3 -1/3 -113 Configuration Tip -to -Tip Width Tip -to -Tip Height wl Standard Meeting Rail I tv/ Heavy-duty Meeting Rail Glass 2 Glass 3 Glass 4 & 51 Glass 2 Glass 3 1 Glass 4 & 5 49" 53-1/8" 36 3/8" +55.0 -90.0 +55.0/-90.0 +55,0/-90.0 +55.0/-81.0 +55.0/-76.6 +55.01-90.0 +55.01-90.0 +55.01-90.0 +55.0/-81.0 +55.0/-75.6 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-88.2 1 +55.6/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0 -90.0 +55.01-90.0 +55.0/-90.0 +55.0/--90.0 +55.01-90.0 +55.0 -90.0 +55.0/-90.0 +55.01-90.0 +55.01-90.0 +55.01-90.0 61" 74" 65" 90" +55.0/-73.8 +55.0/-73.8 +55.0/-86.1 +55.01-90.0 +55.0/-90.0 +66.0/-90.0 49' 53-1/8" 44" +55,0/-90.0 +55.0/-84.7 +55.0/46.3 +55.0/-66.8 +55.0/-61.5 +55.0/-59.6 +55.01-90.0 +55.0/-84.7 +55.01-76.3 +55.01-66.8 +55.01-61.5 +55.01-59.5 +65.0/-90.0 +55.0/-90.0 +55.0/-89.0 +65.0/-77.9 +55.0/-71.7 +55.0/-69.6 +55,01-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-88.9 +55.0/-8i.8 +55.01-79.5 +55.01-90.0 +55.0/-90.0 +55.01.90.0 +55.01.89.0 +55.01.82.0 +55.01.79.5 +65.01-90.0 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55-0/-90.0 +55.0/-90.0 61" 74" 85" _ _ 90" 49" 53-1/8" — _ _ _+55.0/-76.3 +56.0/ 71-.4- +55.0/-76.3 -+55.0/-71.4 +55.01.89.1 +55.01-83.2 +55.0/-90.0 +55.0/-90.0 +55.01.90.0 +55.01-90.0 +55.0/-90.0 +55.01-90.0 6i" +55.0/-63.9 +55.0/55.3 +50.4/-50.4 1+48.6/-48.6 +55.0/-63.9 +55.0/-55.3 +50.4/-50.4 +48.5/-48.6 +55:0%79.5 +55.01-64.5 +55.0/-58.8 +55.01-56.7 +65.0/-85.1 +55.-0/-73..7- 1 +55.01-67.2 +55.0/-64.8 +55.0/-85.1 +65.0/-73.7 +55,0/ 673 +55.0t-64.8 +55.01-90.0 +65.0/-90.0 +55.0I 86.9 +55.01-83.9 74" 85" 90" 49" 53.1/6" b3" +65.01-59 2 +55-0/59.2 +55.0%69.1 +55-0/-78-9 +55.0/-78.9 +55.01.65.1 +65.0/-55.1 +55.0/-64.3 +55.01-73.5 +55,0/-73.5 61^ +49.0/-49.0 +41.9/41.9 +37,71-37.7 +49.0/-49.0 +41.91-41.9 +37.7/-37.7 +55.01-57.1 +48.81-48.8 +44.0(-04.0 +55.0/-65.3 +55.0155.8 +50.3/50.3 +55.0/-65.3 +55.0/55.8 +50.3150.3 +55.0/-84.5 +55.01-72.2 +55.0/-65.0 74" 85" 90" +36.2/56.2 +36.21-36.2 +42.21-42.2 +48.21.48.2 +48.2148.2 +65.01-62.4 Glass Types 3116" Annealed Glass 2 1W Annealed 1/B' Annealed -114" Airspace - 118" Annealed Glass 8 3/16" Annealed - 3116" Airspace -1/8" Annealed 3116" Tempered Glass 4 1/0 Tempered Ira' Tempered -1/4" Airspace-1/8" Tempered Glass 5 3/16^ TDmpered - 311W Airspace - 11W Tempered Maximum Design Pressures (psf) XOX,1/4 -1/2 -1/4 Configuratlon Tip -to -Tip Width Tip -to -Tip Height w/ Standard Meeting Rail w/ Heavy-duty Meeting Rail Glass 2 Glass 3 Glass 4 & 5 Glass 2 Glass 3 Glass 4 & 5 53-1/8 38-3/8' +55.0/-90.0 +55.0/-80.4 +55.0/-74.7 +55.01-65.3 +55.0/56.7 +49.7/49.7 +55.01-90.0 +55.01.80.4 +55.0/-77.2 +55.01-72.5 +55.0/-64.6 +55.01-57.6 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.01-87.0 +55.0/-84.7 +55.01-83.2 +55.0/-90.0 +55.0/-83.1 +55.0/-74.7 +55.0/-65.3 +55.0/-56.7 +49.7/-49.7 +55.0/-90.0 +55.0/-90.0 +55.0/-81.9 +55.0/42.5 +55.0/-64.8 +55.0/57.6 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 +55.01-90.0 +55.0/-90.0 +55.0/-90.0 74" 85" g7" 109" 120' 53-118" 44" +55.0/-79.5 +55.0/-64.9 +55.01-79.6 +55.0/-64.9 +65.0/-90.0 +55,0/-75.8 +55.01-85.0 +55.0/-72.9 +55.0/-90.0 +55.0/-79.6 +55.01-90.0 +65.0/-90.0 +55.01-61.2 +55.0/-58.8 +53.4/-53.4 +55.0/-61.2 +55.0158.8 +55.0/55.8 +55.01-71.4 +55.0/-68.6 +55.01-66.5 +55.0/-67.2 +55.0/-60.0 +53.4/53.4 +55.0/-71.1 +55.01-63.7 +55.01-55.8 +55.0/-90.0 +55.0/-90.0 +55.0/-90.0 274J!' 12 +47.91-47.9 +61.1/-51.1 +65.01-65.0 +47.9/-17.9 +51.1151.1 +55.0/.90.0 53-1/8" 50 5/8" +55.01-06.4 +52.9/-52.9 +55.0/56.4 +52.9/52.9 +55.01-77.5 +55,01-61.8 +65.0/-73.B +55.0/520 +55.01-78.3 +65.0170.0 +55.0/-90.0 +55.01-90.0 74" 86, +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/-44.7 +43.6/-43.8 +46.3/-46.3 +44.7/-44.7 +43.6/-43.6 +64.1/-54.1 +62.2/-62.2 +50.9/-50.9 +53.7/-53.7 +48.4/-48.4 +44.31-44.3 +54.7154.7 +48.2/48.2 +44.1/-44.1 +55.0/-79.9 +55.0/-77.1 +55.0/-76.2 109" 120" 53-1/9' -- -- 63" +50.8/50.8 +39.3/-39-.3 435.81-35.8 +50.8/-50.6 +39.309.3 +35.81-35.8 +55.0/-59.2 +45.9/45.9 +41.8/-41.8 +55.0159.4 +47.9/-07.9 +46.81.46.8 +55.0/-56.2 +52.51-52.5 +47.8/-47.8 +55.0/-87.5 +55.0/57.8 +55.0/-61.8 74" 85" 97„ +33.11-33.1 +31.2/-31.2 +33.11-33.1 +31.21.31.2 +38.7/-38.7 +36.41-36.4 +43.9/43:9 +40.5/-40.5 -+44.2/-44.2 +39.6/-39.8 +55.0/-57.1 +53:8153.8 109" 120" +30.0/50.0 +30.01-30.0 +35.01-35.0 +37.507.5 +35.81-35.8 +51.7/5i.7 NOTES: 1) USE THIS TABLE FOR ALL XOX W WOOWS 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 THE TABLE. 3) DESIGN PRESSURES MAY BE INTERPOLATED BETWEEN SIZES. CONFIGURATIONS APPLICABLE TO THIS SHEET: a a ! a a i XOX(113-1/3.1/3) XOX(114-1/2-1141 PRODUCT REVISED as complii? with tha Florida Duiiding Code NOA-No. 17-0411.05 Farpiration Date 04105/2022 ay miaml-fl aProduct control > C0 •.83 o co s w"a O O C7 N A W oj o oLLo � O z Z w = d Ac =) ITS � e uwnia �oN U�Zino J to U I— W q 3 c W DA10 —�> v 8 z —O FO x O cn m ® z 0 In W r S V) $' cc _ aLL ^I"N O z Z o, U J W = ,. Q O LYNry�ii �'�•, 1,10ENSF ••Cl * No.58705 a' -; A LYNN MILLER P.E. _P.E.P 56705_ &mtiAnc DrQ Ihiute0(O'6=0X�= Tpto-Tlp Widh lip40-111p Ilelght Wl' .—dald MeetlnTReil wl HmW-duly Meeting Rat < 7m U O < m U O 20.112" 38318' 3 3 3 3 3 3 3 3T' bg• 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 49 5118' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 al. 66" 74" 4 3 3 3 4 3 3 3 3 3 1 3 3 3 3 11 3 3 3 1 3 1 3 3 3 3 1 3 3 26-11TI 44' 3 3 1 3 3 3 3 1 3 3 37" 45" 3 3 1 3 3 3 3 1 3 3 4 3 1 3 3 4 3 3 3 49" 53-1/8" 4 3 1 3 3 C 3 3 3 4 313 3 4 3 3 3 61" 6W Pr 4 4 3 1 3 4 4 3 3 4 3 3 1 3 4 3 3 3 3 3 3 1 3 3 3 3 3 26-1/2" 4 4 4 1 4 4 4 4 4 37" 45" 49' &1118" —61" 4 4 4 1 4 4 4 4_ -1- 4 4 4 l 4 _4- -4- 4 4 5 - 5 4- 4 -4- 4 - 4 4 5 5 1 4 4 1 4 1 4 4 4 5 4 4 4 5 4 4 4 or 74" 5 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 2GA17' 3T �,,. 4 4 4 4 4 4 4 4 5 4 4 4 5 4 4 4 45 49" 33-1I8'1 5 4 4 4 5 iF 4 4 5 4 4 4 5 4 4 4 5 (41 4 4 5 4 4 4 161J 68" 74" 5 =4■ 4 4 5 4 4 4 6 4 4 4 5 4 4 5 4 4 4 5 4 4 4 4 4 74" 5 4 4 4 HEed:"HfA&horCIO did rQuantities;XO'8'OX Tj}to-Tip Width Tip-tD.Tg3 Height wl[6t(nde(d':MeeOa9pal WHeew-duty Meeting Rail Q t I c� Va) c .. U�❑ t a. ap L d '2 t< t d a' ti m 1La o O 3848' (2 G7 C2 1 C2 G2 C2 C 3T" 4S' C2 C2 C2 C2 C2 C2 02 C2 G C2 C2 C2 G C2 C2 C2 49" 53.1/8' C4C2 C: -Zr C4 C2 C2 C2 G C2 C2 C2 G C2 C2 C2 61" 66" 74" C4 C4 C2 C2 G C4 C2 C2 G C2 l2 C2 G 02 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 26.11z" 3 - C2 C2 Cz C2 C2 c2 C2 C2 C4 C2 02 C2 G 02 C2 C2 45' 9' 53.1/8' G G C2 C2 G C4 C2 C2 G G C2 C2 G C4 C2 C2 G G C2 C2 C4 G C2 CZ- 61" 66" 74" C4 G C4 C2 CZ G -G- -C2- C2 G C4 C2_ -C2- -C4 C4 22 C2 -G- -C2 C2 C2 G C2 C2 C2 _20Al2"-- 1. 505f9' G C2 C2 I C2 C4 C2 C2 C2 G C4 C2 C2 G G CZ C2 45" 49' 63.110" G G C2 C2 G Ed E2 " - C2 C4C4C2 C2 C4 G C2 C2 G G C2 C2 G C4 C2 C2 61" 00' 74' G G C2 C2 G G C2 C2 G G C2 C2 G G C2 C2 C4 G C2 C2 C4 C4 C2 I C2 25-112" 37° G G C2 C2 G G C2 1 C2 G G C2 C2 G C4 C2 C2 5 49" C4 C4 C2 C2 C4 G C2 C2 G G C2 C2 G C4 C2 C2 !LA C2 C2 C4 G C2 C2 BG" G 'G. aC2 G C4 C2 C2 C4 CA C2 (2 C4 C4 C2 C2 C4 C4C2 G2 C4 C4G2 C2 74" 72' C4 C4 C2 C2 "HEAD &SILL" 'CLUSTER"ANCHOI "HEAD 8 SILL' QUANTITY, SEETABLE 7 ANCHOR CUANTTTY SASH, SEE TABLE 8 ANCHOR QUANTITY ;-_ ®FXED LITE, SEE TABLE 6 I I 1T MAX. O.C. FOR "JAMB' I I WINDOWSUPTO63' QUANTITY, -� j ANCHOR EA 1•�1 i TALL, 20" MAX. O.C. FOR WINDOWS OVER 63' I I 1 I 1 1 I I _ _ ��--------� r--- ----� f---------� --J L--------J 8"MAX. FROM CENTER OF MEETING RAIL 4' MIN. ANCHORAGE FOR XO/OX CONFIGURATIONS SEETABLE 20. SHEET 11 FOR ANCHOR GROUP DESCRIPTIONS. P mmmmmmmm m �a000i��l�i ld o0000000 � 000>00000 ® 000®�000 ©©oo©©too ©©00©©00 ©000©©oo ® • 0000�00� MUM �■ o0000000 ©000©000 ©oolo©000 � o000A0od m �a �Od00000 o�000���uo 000 0 so= _©i�OO©OOO � ® asaa o aaaa o � Nomm aaaa000■� aaaa0000 aaaa0000 sum � aoaa0000 oaoa©000 aeaa©000 SASH S FIXED VISIBLE LIGHT SASH VISIBLE LIGHT HEIGHT: PRODUCT REVISED as complying with the Florlda Building Code NOA-No. 17-0411.05- —Explr6uen Date0410512022 I I By INia a e Product Con Vol i `�.�` �Ny LYN/y 17j74. _ * : N0.58705 0i * 46 F //7/,/j0NAL IEN�``� A. LYNN MILLER P.E. P.E.0 58705 MEN mmmil DE: —M �i� o0000000 �� o0000000 �v ©©oo©©oo o©oo®Dona '�>i oi00000 0 '� ©000©aoo n©000n©000 �� .. 000nv0000 o0000000 OEM ®�000Qoo o�o■ooi®®nvo d a ©polo©©®lo m� mpg" 000■��■�oo 000 000 �i � oo■�00000 o0000000 a i0000®000 oonanun©oo -J Jamb Anchor Quantities,XOX, 113 -1/3-1/3 TIP-lo•Ttp Width Tlp-to-llp Height w/ Standard Meeting Rell W Heavy-duty Meeting Rall h a e m e n e t o h a � e O 1,10 � 12 0 O < e 0 y o e (7 q9• 53.1/e' 36J/0• 3 3 $ 3 3 3 131 3 3 3 3 1 3 3 3131 3 B1' 74' 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 85' 9D' 3 3 3 3 1 4 3 3 3 3 3 3 3 4 3 3 3 49' 53.118' 44• 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 01• 74• 4 3 3 3 4 3 3 3 3 3 3 3 4 3, 3 3 65• go. 3 3 3 3 4 3 3 3 3 3 3 3 4 4 3 3 49• 53-T18' 60.5/6• 4 4 4 4 4 4 4 4 4 4 4 1 4 4 4 4 4 61, 74• A f 4 4 4 4 4 4 4 4 4 4 5 4 4 4 ST OF 4 4 4 4 6 4 4 4 4 4 4 4 i 5 4 4 4 49• 53.118' 63, 4 4 4 4 1 4 4 4 4 4 4 4 4 6 4 4 4 61' 14 4 4 4 4 5 4 4 4 4 4 4 4 5 4 4 4 86' LXI• 4 —4 —4 4 5 4 4 4 4 4 4 4 5 4 4 4 it Head & 510 Anchor Cluster Quantities, XOX,113 -113 -1/3 Tip-Io-Tlp %Mdlh lip-ta-To Height wl Standard Meeting Rah I w/ Heavy-duty Meetlnq Reg h a m O o a g m {h o o 49. 63-118' C2 C2 C2 C2 C2 C2 C2 C2 C2 CZ C2 C2 C2 C281'�., 74' r C2FC2 C2 C4 C2 C2 C2 C2 C2 C4 C2 C2 C2 85' 90' C2 C2 C4 C2 C2 C2 C2 C2 04 C4 C2 C2 C4 C2 C2 C4 C2 C2 C2 C4 C2 C2 C4 C2 02 C2 C4 C2 C2 C4 C2 C2 C2�• C2 C2 C4 04 C2 C2 g0' C4 CZ C2 C4 04 C2 C2 CA CZ C2 C2 C4 04 C2 C2 49" 53-1/8" TA•5✓B" C2 04 C2 CZ C2 C2 C4 Ol C2. C2 61" 74. C2 C4 04 C2 C2 WC4C2 C2 CA C4 C2 C2 a5' SIT C2 C4 GI C2 C2 C2 C4 04 C2 C2 49• 53.1/8— 01' - �. C4 C2 C2 C2 04 C4 02 C2 CA C2 0. 1 C2 C4 CR C2 C2 C4- -C2_ C2 C2 C4 04 C2 C2 74• 85" g0' C4 CZ C2- -C2- Oi 1 12 C2 C4 C2 C2 C2 C4`C2 C2 C4 C2 C2 C2 C4 C4 C2- �D2_ G " OMMMMM mmmm . o0000000 o0000000 o0000000 0000©000 ©000©©loo �� o000000�■ 000nv000nu 000t00000 n©000©nnoo nn� �� ., .: o0000000 o0000000 oo non000ns� 000©©oo 000nvn©©oo �� ; 00000000 0000�000, m o000 0 nv000©000 "CLUSTER"ANCHOR "HEAD 8 SILL` QUANTITY, 9EE TABLE 10 •HEAD 8 SILL' - _ -- AANCHOR QUANTITY ANCHOR Q SASH, SEE TABLE 9 f ®FIXED LITE. SEETABLE 11 - r- 1 I I I 'JAMB' I ANCHOR QUANTITY,-\ I SEE TABLE 12 y' I I I I I I I I I I I I I I 1 I I I ;�---,--- � ---T) r-�r--- a -------� -1- 17" MAX O.C. .7 L i 3' M1CfAX FROM ENTEP 6 OF MEETING RAIL 4' MW. ANCHORAGE FOR XOX (113-113-1/3) CONFIGURATIONS SASH VISIBLE LIGHT HEIGHT: FIXED VISIBLE LIGHT HEIGHT PRODUCT REVISED as complying with tho Florida auildl. Code NoA-No. 17-0411.05 Expiration pate 4/05/2022 By MIamF-oa roauet Control a U, W co �a C o Y? •1°a O d o m o F o z z�� ®� _z n. o W vi 3 W 9M0 m _h> 8 j m ® z W ~ I�a9s m N t!) Z 0 7 z O •!wg O z p M S N Q Q = `. `ttt t1111fit 117j ��PIAY' •Yvr NN�ii * : No. 58705 ,moo -. ST TE F (V TONAL A LYNN MILLER P.S. P.E.0 69705 _ e ' 000lro�lrrrrnrrr��a. O�OVOv00 �000©000 ®®moo©©moo 000A0000 o0000000 �� 0 00000000 0 ®moo©0■iao oo©I©oio ©000©©oo ,, .. o���000liiiil� o00000i1•i� oliiiii��o0o�0 WAS 0000©��Oo �� _ oIrl�Ivo�o�® SKME o0000000 Jamb Anchor QuanBOes, XOX,1/4 -12 -114 Tip4o Tlp Width Tp•ta-Tip Height w/ Standard Meeling Rail wl HewgAtfly Mealing Rag b¢ <- t3 m d` e O ¢ I. d` b¢ I1 b m 151 S U b o 8' 3 313 3 3 3 3 3 74' 65'1G• 3 3 1 3 3 3 3 1 3 3 3 313 3 3 3 3 3 97' 109" 120' • 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 9 4 3 3 3 53-119' 44°3 3 3 3 3 3 3 3 74- as' 3 3 8 3 3 3 3 3 3 4 3 3 3 97' 109.3 120' r 3 3 3 4 3 3 3 3 3 4 3 3 3 3 3 3 1 4 4 3 3 53-vw 74' 50,,18' 4 4 4 4 1 4 4 4 4 4 4 4 4 1 4 4 4 4 BY eT 4 4 4 4 1 4 4 4 4 4 4 4 A 1 4 4 1 4 1 4 109• 120• 4 4 4 4 1 4 4 4 4 4 4 4 4 1 4 4 4 4 63.1/8' 83. 4 4 4 4 1 4 4 4 4 74' BS' 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 91' 120' 4 4 4 4 4 4 4 4 4 4 4 4 4 4__ 4 4 4 4 4 4 4 4 4 GROUP DESCRIPTIONS. Head & Sill Anchor Cluster Quantities, XOX,1/4 -12 -1/4 Tp-to-Tip Witllh Tipto-Tlp Heigheam wl standard Meeting Rail w/ HGGW- y Meeting Rail 8¢ L m ¢U B U r, g o ¢oG2 o¢ 38.3 B'97' G G2 C2 C2 1.C4 85 C2 CZ C2 C4 +C2(;P C2 C4 C2 CZ C2 C4 C2 G C2 C2 G2 C4 C2109" C4 CZ C2 C2 C4 C2120" C4 C2 C2 C2 C4 C2 53-1/5' 74 C4 C2 C4 C2 C2 C2 C1 G2 C4 Gt C2 G2 85'�., 9T C4 C2 C4 C4 - C2 C2 Ci Zr2C2 C2 C4 C4 C2109" 120" C4 CZ CA C4 C2 C2 C4 C2 C4 C4 C2 C2 53-118" 74' S0.5 � CA C2 1 C2 C2 C4 C4 C2 C2 C4 C2 C2 C2 C4 CI C2_ -C2- 85" 9/' C4 C2 C2 C2 -C4- -CA C2 CZ Cl C2- -C2- -C2 C4 C4 C2 C2 109• �2 -C4- C2 C2 C2 C4 C4 C2 C2 CA l2 C2 C2 C4 C C2 G2 63.1/6' 74- 83 C4 C2 02 C2 04 (A C2 C4 C2 C2 C2 C4 _C2 C2 C2 85• 9T' C4 C2 C2 C2 fir C4 C2 C2 C4 C2 C2 C2 C4 C4 C2 C2 10T 120" C1 CZ G2 C2 C4 C4 C2 C2 C4 . C2 C2 C2 04 CA C2 C2 Head & Sill @ Fixed Lite Anchor Quantity, XOX,1 /4 -1 /Z -114 7134 Tp Width T�-to-'ilp Heigh w/ Standard Meeting Rag w/ HeaW-duty Meelirlg Rag =¢ b m b o b o b¢ b m b (3130 <� a� 53.1l8" J& 2 1 7 1 2 1 1 74- 65' 3 2 2 1 3 2 2 1 4 3 2 2 4 3 2 2 97' 109' 120' 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-i/B• 74' 44' 2 1 1 1 2 1 1 1 2 2 1 1 3 2 2 _1— BS 9T 3 2 2 1 4 —3--2 2 4 3 2_ —2— - 4 4 2 2 109' 120'_l 4_ —3— 2 2 5 4 3 2 5 4 3 2 6 5 3 3 -53.1187 74' 50.6, 1 1 1 1 2 1 1 1 2 2 1 1 3 2 2 1 B''° 97" 2 2 1 1 3 3 2 2 3 2 2 1 4 3 2 2 109, 120" 3 3 2 2 6 4 3 2 4 3 2 2 6 53.1/9' 74' 1 1 1 1 2 2 1 1 1 22 97' 2 1 1 3 M22 2 2 1 1 3 09"3 120" 2 2 1 4 3 2 2 1 4 "HEAD BSILL' 'CLUSTER"ANCHOR HEAD BSILL" QUANTITY, SEE TABLE 14 " ANCHOR QUANTITY ANCHORQUANTITY @ SASH, SEE TABLE 13 @ FIXED LITE, SEE TABLE 15 r---- ---', r---- --- r -------, r- 'JAMB• ANCHOR QUANTITY, SEE TABLE 16 I I l W MAX. - I ; I _ I I I I I a a 3° JAX— FROM CENTER L--------J L---J OF MEETING RAIL 4 MIN. ANCHORAGE FORXOX (1/4-1/2-1/4) CONFIGURATIONS 1AX. C. K. FDO_OVISIBLELIGHTWIDTH: (WW/2-3-13 [EGRESSWIDTH: (W'N/4-2-5/16) SASH VISIBLE LIGI IT HEIGHT: (WH-6.1/8) RES311EIGI FIXED VISIBLE LIGHT HEIGHT: (WH-4-718) PRODUCT REVISED as compiling with the Florida Building Cade NOA-+a. _17.0411:05 EwpimNon Date0410512022 By Mgam raduct Cantor r °a/ N 'nab w ❑ O j- ;2 213 O7 15n e1a0 p o O S2 Op w p p Z ULL ILO � u d � As wm0 'ON F- Z = IWY OInO o z m ��-• 0 X O X � O H m ® N F I�a4 3i lY � F O a z 2 :E Cl a/"5 O Z �O o Z C�. t1111II11//// `\N%x% fNY LYNIV �� �: uG�sF •.1��� * : NOO.. 58705 A. LYNN MILLER P.E. P.ER BB705 n INSTALLATION OPTION 1 corlcRETErcMu _-•STANDARDWEET.INGSRAIL,.U, ix WOOD �� PER ANCHOR -�.,. TYP. ANCHOR TYPE, BUCKSTRIP, . CONCRETE �I .INS7ALLATION'ANCHORS INTO-2X-WOOL). REQUIREMENT ` EMBEDMENT AND EDGE SEE NOIE 2, EDGE EMBEDMENT DISTANCE PER SUBSTRATE, —\ THIS SHEET. PERCMU 80 D ADDON 2X WOOD �- DISTANCE 11 �` SEE TABLE 20, SHEET 11. - ANCHOR FLANGE® 1/4-MAX �� REQUIRE- HEAD, - EDGE • ~ SHIM 23 93 30�� 54 _90 10 MENT SILLBJAMBS DISTANCE X X u EPoIBED, 1 f MENT �'•,• - ` �� SASH SASH �� VISIBLE TYP.ANCHORTYPE, '• VISIBLE �_ O i �1 LIGHT EDGE 1 EMBEDAIENTAND 57 LIGHT III"��� __ WIDTH e DISTANCE EDGE DISTANCE WIDTH I I / II I PER SUBSTRATE, FIXED % 74 I I — SEE TABLE 20, 76 - I VISIBLE 4 - I� SHEET II. 25 24 '1 LIGHT fFF"�� i 70 5 i, EMBED - II 80 WIDTH _ MENT II I 21 INSTALLATION EXTERIOR I II OPTION 2 \7 INSTALLATION FIXED-__ - OPTION VIS BLE I INSTALLATION — BUCK WIDTH INSTALLATION ON ANCHORS -LIGHT-_ II _ II I ANCHORS DIRECTLY TIP -TO -TIP WIDTH THROUGH 1X SUCKSTRIP I - __ INTO MASONRY. HEIGHT I I - INTO MASONRY. j----SASH,— _ HORIZONTAL SECTION A -A TIP -TO -TIP II II I L II BLE H7 - - - --~- -- -- __ 1/4- MAX. SHIM HEIGHT I I HEIGHT _ - 5TYP. ANCHOR TYPE, -- #125TEEL 2X WOOD EMBEDMENT ANDEDGE BUCK O I I 10 - - - -_ 11 DISTANCE PER SUBSTRATE, I X SELF -DRILLING -%``- _ HEIGHT I II I SMS - SEE TABLE 20, SHEEf 11. (G20 SEE TABLE 20, SHEET II. _ _ --" DADE APPROVED --- -- 32 MULLION, ALUMINUM. I I 0 31 STEEL FRAMING OR STEEL I SASH VISIBLE I ----- ----- SND.SEE SUBSTRATE 111 LIGHT WIDTH _ 4' CUT LENGTH PROPERTIES, TABLE 20. 11 Iy 12 @ EACH SHEET 11. JD I I MEETING RAIL EXTERIOR 25 ,� FIXED VISIBLE I ,J INSTALLATION �t STANDARD � uGHrwIOTH 111"'���� INSTALLATION TYP.ANCHORTYPE, OPTION I MEETINGRAIL 7 OPTION EMBEDMENT AND EDGE INSTALLATION -- BUCK WIDTH INSTALLATION DISTANCE PER ANCHORS TIP -TO -TIP WIDTH ANCHORS INTO 2X SUBSTRATE, SEE DIRECTLYINTO WOOD. TABLE 20. SHEET II. METAL HORIZONTAL SECTION C-C NOTES: J_ 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20 OFSHEET 11. FOLLOW EMBEDMENT AND T7 EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OFTHE WINDOW. 114' MAX SHIM 2) ALL WOOD BUCKS LESS THAN 1-1/2° I I 1 '% jY I Revised Br Date: Revhiert. 1X WOOD - THICK ARE TO BE CONSIDERED 1X �� NY L T IV "....v SUCKSTRIP, SEE NOTE 2. CONCRETE PER INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL. UNIT MAY BE INSTALLED �.�,`ao.•• a:: ' 1}CENSF •. �� THIS SHEET. •. . -- •� ANCHOR DIRECTLY TO SUBSTRATE. WOOD BUCKS Q•: •.,� REQUIREMENT DEPICTED AS 2X ARE 1-11rTHICK OR _ �. No. 58705 EXTERIOR' ; • • GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY INSTALLATION TRANSFER LOADS TO THE STRUCTURE. __ �61 Q SECTION BJB OPTION 3 WOOD BUCK DESIGN AND INSTALLATION 13 THE RESPONSIBILITY OPTIIE O •, E •� n '• ���5 '".... O�.. 1070 TECHNOLOGY DRN N. VENICE, FL 34275 VERTICAL INSTALLATION ANCHORS ENGINEER OR ARCHITECT OF RECORD. G\�` �',`S�ONAL (841)AB0.1600 THROUGH IX BUCKSTRIP MAXIMUM SHIM THICKNESSTO BE I/4'. EN0 `�fP1C1ne m.e INTO MASONRY. P.E. a A.LI(iifSlyilL%�R.P. P.EA 60705 CERT. OF AUTH. R29229 PRODUCT REVISED as complying with tho Florida Building Code NDA-No. 17-0411.05 Expiration Date 04/05/2022 By Miami-vWe Product Control Descrlpfl..^•' y INSTALLATION DETAILS, STD MR J ROSOWSKI r,De: Daro: ALUMINUM HORIZONTAL ROLLER WINDOW 03/15/17 S.Ivs/dlodel: Smle: Sheet: powlrtg Ne. Rer. HR-210 NTS 7 OF 11 MD-HR210-02 INSTALLATION OPTION 1 CONCRETHOMU PER ANCHOR INSTALLATION ANCHORS INTO 7X WOOD. REQUIREMENT EDGE 80)OPAODON TIONAL 2X WOOD DISTANCE EMBEDMENT FLANGE @ 1/4° MAX HEAD, SHIM SILL 8 JAMBSEDGE DISTANCE ? ' � EMBED- MENT T ' TYP. ANCHORTYPE. • ". 1 EMISEDMENTAND EDGE DISTANCE ' II PER SUBSTRATE, SEE TABLE 20. I, SHEET 11. FIXED VISIBLE LIGHT TIP -TO -TIP HEIGHT SASH VISIBLE LIGHT / HEIGHT ANCHORS DIRECTLY INTO MASONRY. HEAVY DUTY MEETING \ 93 x 11 \\ — \ — — \\ 144 \1 ` SASH I VISIBLE ���111 LIGHT fff r O ��' I 1/4' MAX. SHIM EIGHT O II I II X #12 STEEL SELF -DRILLING H II II it SMS (GS), SEE TABLE —\ II II j li 20, SHEETII. - 24 ill II II — - DADE APPROVED 32 MULLION, ALUMINUM, 31 STEEL FRAMING OR STEEL I� STUD. SEE SUBSTRATE 5T PROPERTIES, TABLE 20, a 4^Cu7LENOTH SHEET 11. 12 @ EACH MEETING RAIL FXERIOR 3 O INSTALLATION fl ' TYP. ANCHOR TYPE, OPTION V EMBEDMENT AND EDGE INSTALLATION 2 DISTANCE PER ANCHORS SUBSTRATE. SEE DIRECTLY INTO 29 TABLE 20, SHEET 11. METAL. NOTES: 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 20 OF SHEET 11. FOLLOW EMBEDMENT AND EDGE DISTANCE 1/4° MAX SHIM LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 1X WOOD •" BUCKSTRIP. ' �•-•� 2) ALL WOOD BUCKS LESS THAN 1-1l2° THICK SEE NOTE 2, •• .: ' - -. ARE TO BE CONSIDERED 1X INSTALLATIONS. IX THIS SHEET. CONCRETE PER WOOD BUCKS ARE OPTIONAL UNIT MAY BE ANCHOR e• - INSTALLED DIRECTLY TO SUBSTRATE. WOOD EXTERIOR REQUIREMENT • • , •INSTALLATION BUCKS DEPICTED AS 2X ARE 1-11T THICK OR GREATER. 1X AND 2X BUCKS (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 114•. DUCK WIDTH --___ TIP -TO -Tip WIDTH HORIZONTAL SECTION A -A \ SASH VISIBLE LIGHT WIDTH f� TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 20. SHEET 11. X SASH VISIBLE LIGHT WIDTH 1X WOOD SUCKSTRIP, •• CONCRETE SEE NOTE 2, OR CMU THIS SHEEP. • ° PER ANCHOR REOUIRE- MENT EDGE \ = DISTANCE EMBED- MENT INSTALLATION I OPTION 3 INSTALLATION ANCHORS THROUGH 1X BUCKSTRIPI i INTO MASONRY. WOOD TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, �\ SEE TABLE 20, SHEET 11. 25 FIXED VISIBLE LIGHT WIDTH — INSTALLATION HEAVY DUN MEETING RAIL IINSTALLATIONS ANCHORS INTO 2X DUCK WIDTH WOOD. TIP -TO -TIP WIDTH PRODUCTREVISED~ HORIZONTAL SECTION C-C as Building 6n"deWlth the Florida L11 I I I r l l f IIr '40".. 17-0411.05 11 �\ 0 / �j' Rwloed By. Oolo: Ravh7on: Expiration Date /05/2022 •..- By Miami-0a Control ' 58705 Revised W.N0, Cote: Revfsfon: rodue i O '. �0 + � Descrlp8cn: INSTALLATION DETAILS, HD MR Drown or - J ROSOWSKI STA �/ "IO'���(n�'•'... DP•.•0 1 1070 TECHNOLOGY DRIVE N. VEMCE, FL 34275 ODe: 00le: SZONAL EN�\� (941)-480-1800 ALUMINUM HORIZONTAL ROLLER WINDOW 03I15/17 ?IIIII1111111\ nr®,reatu eoremrneres,en "Ws� Seriw/ModeF. Scale: I Sheet- Drm q N.. Rev: A LYNN MILLER, P.E. P.E#58708 CERT.OFAUTH.d282BB HR-210 NTS 1 S OF 11 MD-HR210-02 TEMPERED GLASS 1/2' MIN. GLASS STACK 1/2° MIN. GLASS STACK TEMPERED GLASS � � 3/10' ANNEALED GLASS --r-I F+— 119' ANNEALED GLASS —►� � 1/8"ANNEALED 114"AIRSPACE y16' ANNEALED 3/76" AIRSPACE E)CTERIOR EXTERIOR I EXTERIOR 1/8"ANNEALED GLASS 64 I II EX EMOR GLASS 1/8* ANNEALED GLASS GLASS a b5 II. 56 II G,I �I EXTERIOR N7 I 57 II III LASSM.382MN. .382MIN. BITE GLASSBITE GLASSI II .382' MIN. I it .382' MIN. 81 # GLASS BITE 1 1 GLASS BITE II 61 I 81 81 81 GLASS TYPE 1 GLASS TYPE 2 GLASS:TYPE3} 1/2" MIN. 1I2" MIN. GLASS STACK GLASS STACK 118"TEMPERED 1/4'AIRSPACE 3116'TEMPERED 3116"AIRSPACE 3116' TEMPERED GLASS +I Imo— 1/4' TEMPERED GLASS —►I Imo— GLASS GLASS EXTERIO-� `A EXTERIOREXTERIOR 14--- 118"TEMPERED GLASS 118"TEMPERED GLASS SS-56I 67II67.3 22r MIN. .382"MIN. - II ---.382"MIN. II I .302°MIN.IGLASS BITE GLASS SITE I _ - _ GLASS BITE I I 81 GLASS BILE I I 81 81 81 60-63 _ 60-63 GLASS TYPE 5 GLASS TYPE 5 SILICONE HOT -MELT BUTYL STRUCTURAL STRUCTURAL SILICONE 3/16"NOM. 3LYISOBUTYLENE 1/4'NOM. FOAM WITH DESICCANT WITH EXT. GLASS F)CT. GLASS (f� \—INT. GLASS —INT. GLASS KODISPACE SUPER so 4SG TPS 81 SPACER® NXf7M Part Deecription Material 60 Kommeding 48G TPS Spacer System 51 Ouanex Super Spacer nXrvdth Hot Melt Butyl See this Sheet for 62 Ouanex Duraseal Spacer Materials 63 Cardnel X_ Edge Spacer KGrC'llCrvl.0 IC.II RCf•URIJ; �1�-Or 1�. a�tievea/v m ez DURASEALO SPACER POLYISO- DESICCANT FILL AREA BUTYLENE 5/16"NOM. SEAL SILVER, METALLIC SILICONESEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS TNT. GLASS e3 XL EDGE SPACER NY LYNN 0'vCENSE il�Fii * : No. 58706 --0 $ 1070 TECHNOLOGY DRIVE %�.P''• : N. �s •.!'2oRLOP.. G�=: VENICE, FL 34275 (941}480-1600 s10NAI. mvnea"rwm, vcrwamrwatxc. ,�N\�� 0.L4w1 M10Lttt,`P.E ALLIU e CERT.0FAUTH.d2B?Be P"BROS Glass Types Glass 1 1/8" Annealed 1/8' Tempered Glass 2 3/16" Annealed 1/4" Annealed F---�,.a..`g G Lassa" 1`/8";Annealed-j14 Airspace-1/8"-Annealed '- 3116" Annealed - 3118" Airspace =1/e"Annealed Grass 4 3/16" Tempered 1/4' Tempered Glass 6 1/8" Tempered -1/4" Airspace -1/8" Tempered 3/16" Tempered-3/16' Airspace -1/8" Tempered REV11r= PRODUCT REVISED ere complying rrlth the Fiorlda Building Coda NOA-No. 17-0411.05 Expiration Oat 04/05/2022 By / Mlaml-0,We Product Contra Daxrfptfon: armor GLAZING COMPONENTS J ROSOWSKI ALUMINUM HORIZONTAL ROLLER WINDOW 108/15/17 9 OF 11 I MD-HR210-02 / FRAME CORNERS 'SILL ADAD=PTER DETAILS EPHOLE COVERS. MTY AND SPACING SASH CORNERS ASSEMBLY DETAILS STD. MEETING RAIL (HD SIMILAR) WEE HOLE NOTES: A. REQUIRED IF WINDOW WIDTH IS OVER 57-. B. REQUIRED IF WINDOW WIDTH IS OVER 45•AND UP TO Sr. -- CREQURED IF WINDOW WIDTH IS OVER89*. .415- D. REQUIRED IF WINDOW WIDTH IS OVER 45•. 4+- 7.200- -� 12D0" -►-I PRODUCT REVISED at complyying with the Florida_ Building Cod. _NOA-No�-17.0411.05 ExpireDon Detc04/05/2022 By ralumi-D)wricauct Control('" i .`e p o o 1-ti a 0N O a d alma C rc O Z 0 _j e g v z `r w T = w N z �aD U U d 26 Z Y ow D' w quo r d J TO z v 0 IL J Q ♦- Z O laws ® O N J � = f] Z O Z 10 � - w U w Q Q afll 'asap s-Pas ``toll II111//j/// aONy LYNIV ...... t•&GEN,? r No. 58705 la, 7��� �ONA1 L IS: A LYNN MILLER. P.E. P.E.D 58705 Item Part(A Description Material 1 0215W Frame Head 6083-Te 2 6254W Frame Bill 6063-T5 3 6265BW Sill Adapter 6063-TS 4 6218W Frame .Iamb (Fixed) SOWS 5 61088W Frame Jamb (Operable) 6063-T5 0 6267W HeaW Duty Fixed Meeting Rail 0003-TB 7 6220W Fixed Meeting Ra8 6063-TB 8 1 8223W ISash Top & Bottom Rail 6083-To 10 1 6221BW ISssh Side Rail 60S3-T6 11 1 6222W ISash Meeting Rail 6063-T6 12 6270W 113ogbone Reinforcement 6083-TB 13 62785W 18ash Slop 6063-175 20 74080SK IMeeting Rail Sweep Latch Plug Rigid PVC 21 421135W ISash Tap Guide (Anti -rack) Rigid PVC 22 42114W jEnd Cap Rigid PVC 23 GQ200K .190" X.200" Q-Ion Walp. (Frame) Flex PVC 70 24 64068G .1Or X.230" Fin Wslp. varies 25 66601K Bulb Mnyl Wstp. (Sash) Flex PVC 70 26 7D275CK Frame Sill Gasket Polyethylene 27 70273AK Frame Head Gasket Polyethylene . _28 702808K Saah Gaskets Polyethylene 29 7H WdTW- Wea holo Cover Plastic 30 71096W Sweep Latch---- _ __ Cast Zlnc 31 42112N Railer Housing & Guide —Vinyl__ _ 32 7BRWHL2 Roller Brass 40 781PQA #8 X V QUAD Pn SMS Steel 41 781PQX 98 Xi" Sq. Pn. SMS 41O SS 42 781 PSTX tl8 X 1" Sq. Pn. Twin Fast SMS 41O SS 43 78XTBPSA #8 X.375" Sq. Pn. SMS Steel 44 785OW W #8 X.625" Ph- FI. SMS Steel 5D 712653K Setting Block 3/32" Xi/4" X1" EPDM 51 71287N Selling Block IIW X 1/2" X 1" EPDM 54 61625W 118' Bead Aluminum 55 65016W 3/16" Bead Aluminum 55 65133W 114" Dead Aluminum 57 6VT48W I.O. Bead Rigid PVC 70 _ 61014FW Screen Frame Aluminum 71 47041W Screen Comer Key No Ring Vinyl 72 47042W Screen Caner Key with Rag Vbryl 73 7320SPNO Screen Spring Spring Steel 74 MOW Screen Spline-.135" Dla Foam Rubber 75 6i635K Screen Spline-.136" DI Hard Rubber 78 Scman Cldth Fiberglass 80 66615W Add -on Flange (01711onal) '6063-To 81 1 juow Coming 8995111cone Glazlnp Sealant �+-- xno9• ....II .ors• r— x.odo• 2e24' .ow• .a82' 2dffi' t.ev" .sat• .ror 10 FRAMEHEAD OFRAMESILL OdLLADAPTER 1.642- ----I 1.a42 1.662* .cot• asz• Asr ztxd• zmo• A97 _O FRAME JAME (F=) 05 FRAME JAMB (OPERABLE) O W FNEO MEETING RAIL .ow• --{(� ---��— Lets• —. --� 926' IIL� .09 owFT 1.605' t.ml a• t.osr jI 07 STOFU(ED MEEiIHG RAIL (E 75A94 TOP8BOTfOM RAIL tO SASH SIDE RAIL Anchor AnchorType Frame Substrate MIM Edge MIn.O.0 Min. Fmbedmem or Group Nem6er Distance Distance Metal Tnickneel 412 SMS, 410 or 18-0 SS, Soulhem Pit* (SG = 0.55) 9/16" 718• 13'a" 6083-TSAluminum 318" 916" R..-- .A (min of 3 threads beyond AD metal substrate) A36Steel or Gr. 33 Steel Stud 318" 918• 0.045" (18 Gel -#12 m Steel SMS-( 5S Sai[hem Pine(SG=0.65) 911 S" 718" 13r6" 9. 6063-TSAIumII1 318" 916, 116" B j Wn"'6'3lhlmdsbeya0d AD metd'subsUate) . F- A36 Sleet or Gr. 33 Sleet SIUJ 318' Britt" 0.045" (18 Gs) - -- Hollow Block (ASTM C90) 242" 6" 1.114" Jamb Filed Block(ASMi C90) 2.112" 4" 1.314" C 114"EIco UDrsCon0 AD Cmcrete(min. 2.85 ksi) 2.112" 4" 1318" AD Southern Pine (SG = 0.5o) 1-1116" 1.1116, I-TS" 114" 410 SS EIco Jamb Hollow or Filled Block. (ASTM C90) 13f4" 6' 1.114" D Cretenex® All Concrete (min. 335 ksi) 1-Y4• 4" 1-314" 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 "{ 1- 7.174' � t� .062'� 1� •7� JNT .wt• - 1t SASH MEETING RAIL 12 REINFORCEMENT DOGOONE 13 6AEH6TOP UADDaNFLAN36 Material MR. Fy -MIn..F _ Steel Screw 92 Rol 120 Rol 1B41Screw 60 ka1 95 ksi 410 Screw 90 Rai 110 lost EIco UIIreConV 155 ksl 177 kei 410 SS EIco Crelen"(D 127.4 ksi 189.7 Rol 6063•T5 Aluminum 15 ksi 22 ksi 006a:M Al.nlmm 25 ksi 30 Rai A385tool 36 Rai Se kei Gr. 33 Steel Stud 33 ksi 45 Rai col• NYLYNN Q�: • '•_1�13 Revised W. Date: Reyrsron: * No.58705 •; �^� - OmcrlpDon: PRODUCT REVISED as comp)ying with the Plorlda Building Code NOA-No. 17-0411.05 Expiration Date 04105/2022 By Mlnmh-D$d Pro uc Control —� // BOM & PART DETAILS, ANCHOR TYPES J ROSOWSKI ��Q '•. BT 7E OF' ' 'U 1070 TECFINOLOGYDRNE F<ORIDP : ' ,` N. VENICE, FL 34275 TWO: Dole: �,�5+•- .....• �0�� (s41>~ieo-lsoo ALUMINUM HORIZONTAL ROLLER WINDOW 03/16/17 ''7,`170NAL E �t�` raPmlm .6 t� es 1Modab Scola: sheet• Drmrfnp No. Rev. A Lf511705 CETir.OFAUTH. #2B296 P Ad8HR-210 NTS 11 OF 11 MD-HR210-02 P.EL 705 � . Florida Building Code Online ec�E I BCIS Home 1 Log In i User Registration Hot Topics ; Submit Surcharge Stats & Facts dprbHota ca< Product Approval r � USER: r Public User e; lv:u�°n?:u�rn Product Approval Menu > Product or Application Search > Application List >Application Detail ap r' FL # �L331=R13 Application Type J Affirmation Code Version 20-� Application Status Approved Comments I Archived J Page 1 of 2 Publications FBC Staff i BCIS Site Map j Links Search E Product Manufacturer :IPGTIncl triV a -i 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 1 Technical Representative i Jens Rosowski Address/Phone/Email i 1070 Technology Drive Nokomis, FL 34275 i (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email 1 Category Exterior Mors r -r" `` J;. • °ram'' Subcategory w,ingn'd,ExtersDr Moe-Assemb Compliance Method Certification Mark or Listing Certification Agency 1 Keystone Certifications, Inc. Validated By j Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received i 1 Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 II AAMA/WDMA/CSA 101/I.S.2/A440 2008 I ASTM E-1886 2005 f ASTM E-1996 2009 i ASTM E-1996 2012 I i Equivalence of Product Standards Certified By r a ✓I 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. I Documentation from approved Evaluation or Validation Entity OYes QNo 0,N/A I i 1 https://www.floridabuilding.org/pr/prl app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3/12/2018 1 Florida Building Cody Online,;- . Product Approval Method Method 1 Option A Date Submitted 11/07/2017 Date Validated 11/07/2017 Date PendinglFBC Approval Date Approved 11/09/2017 Page 2 of 2 1 Summa of Products i FL # I Model, Number or Name Description `331`�1: cM::;,y� C0.2_0 Aluminum Hinged Door Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL331 R13 C CAC FD-290 Certification.Ddf 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 i 331.2 I FD-5455 Vinyl French Door & Sidelite/Transom Limits of Use I 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 05/21/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 11 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.Ddf Created by Independent Third Party: No 331.3 1FD-5555 Vinyl French Door & Sidelite/Transom Limits of Use I 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 I Installation Instructions Other: Please see the Installation Instructions for design FL331 R13 II FD-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 FD-555 Evaluation.Ddf Created by Independent Third Party: No Back Next :: 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 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 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 I Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe https://www.floridabuilding. org/prlpr_app�dtl-aspx?param=wGEVXQwtDgtsZzB6Yv%2b... 3 /12/2018 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN I PRESSURES LISTED. 1 13-1/1E 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2- THICK. 1X MAX ANCHOR LOCATIONS 8 SPACING 37-3/8" OVERALL MAX. j2^BUCK MAX. (Z BAR) ' OVERALL MAX. 36" BUCK MAX. (Z-BAR) j WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO OR PW 80-11/16" SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR SH OVERALL GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL Be DONE 27-1 /2" INSERT 2W MAX, MAX BY OTHERS. MAX 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF / 0 SEE 80" BUCK CO AN 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. — - - 1 B) 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' OF THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF THE HANDLE AND/OR DEADBOLT. TART F 1- Anchor Type Substrate Min. Edge Dist. Min. Embedment �12 SIeeLSMS 4?'fr - Wood (Southern Pine) r 9116- 1-WW Steel Stud Gr33 we" .045 (1B GA) Alu iunum 6OL3. 6R _ 3/8" 118° Steel, A38 318" V8' 1/4" Masonry Anchor Concrele 1" 1-3/8 HollowCMU 2-1/2" 1-1/4" BEYONO INSIDE FACE OF MATERIAL oV�c••�mOCY1""1-•-- 1 O AA (Z-BAR) T 2-518" MAX. 3-15116" MAX. G 8 HI SINGLE(X)' 37-3/8" OVERALL MAX. I�_. -� 36" BUCK MAX. (Z-BAR) MAX. T _ - - I 96-11/16" SH OR PW OVERALL INSERT 23�3141l" MAX. MAX. 12 "4" 23-5/8" MAX. _ MAX. 0 SEE NOTE 96" BUCK O MAX - - (Z BAR) 21" MAX. I 5 1 " MAX. �_I14-7I8.1_T ►I �._ 3-1 'I MAX. f MAX. V-0- HI SINGLE (X) . Ao-Tesled Configurations Sex Nam'ize (in) Configuration SMnp Direction Frame Type Sill Type OP (PSF) Certification Number Glass �8x80g-�. s�Single ME Oul•swin Zharrl8mC -lZ-bar/Box - 19190-7 791 36x96 Single ()) Out-swing OW -swing 2-bar/Box (bumper) Medium (bumper) +/-35 190-79Z Min. 1/8" Temp., 72x98 Double QOQ odium (bumper) Medium +/-35 38x98 Single (X) O 9 Z-bar/Box Law(saddle) +/-35" 793, 794 Mono. or I.G. 72xB6 Double Q09 OuUln-swing Z-bar/Box Law (saddle) +/- 35• "Umiled Water (Water Infiltrallon Tested at 0 psQ. 1 1 SH OR PW SH OR PW 80-11/16" 27-1/2" INSERT INSERT OVERALL MAX. MAX. 0 80" BUCK AX (ZMBAR) 1Z-5/8" MAX. I 1 3M5AX6. MAX. MAX MAX. e'-8" HI DOUBLE (XX) OVERALL MAX. 72" BUCK MAX. (Z-BAR) I -j -�73-3/8" 1 " MAX. _AX. _ --� _ SHORPW SHORPW 9611/16" INSERT— _ _ -INSERT _ OVERALL - — - -MAX` T-- - 96f K AX (Z-BAR) MAX D 1 MAX. +--� _� f MAX. 9-0" HI DOUBLE (XX) .,1070 i- '- h, 1' Or TECHNOLOGY DRIVE " •. •• ;,' :D!� -' , L::';..`. • NOKOMIS. FL 34275 FLCERT.OFAUTH.:29296 ....i- �.: A. Lynn Miller, P.E. ;�ril�!n•� P.E.#58105 J. ROSOWSKI1 091301111 ALUMINUM DOOR INSTALLATION CD-290 I NTS 1 1 of 3 3-16/16" MAX. 1093011JR INSTALLATION WITH BOX FRAME. EDGE • DISTANCE EMBEDMENTI % OPTIONAL OUT -SWING SHOWN EXTERIOR OPTIONAL " FIXED LIGHT INSERT SHOWN BOX FRAME, HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL FIXED LIGHT INSERT SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN I -a Fl EDGE DISTANCE EMBEDMENT 1X / C\ WOOD SHIM OPTIONAL IN -SWING SHOWN • ll =— EXTERIOR OPTIONAL SUBSTRATE OUT -SWING rT--- 7 � SHOWN INSTALLATION NOTES: J f I 1) SEE SHEET 1 FOR SPACING / L REQUIREMENTS. 2) SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIN AND SUBSTRATE REQUIREMENTS. n — 3)3) M�M_THICKNESS"TO BE 1/4". 4) FOR HARDWARE DETAILS, SEE SUBSTRATE SHEET 3. Quinn OPTIONAL — FIXED LIGHT INSERT SHOWN BOX FRAME, OPTIONAL HEAD INSTALLATION SINGLE HUNG (USING 1X WOODBUCK) INSERT SHOWN OPTIONAL KICKPLATE INSERT SHOWN EXTERIOR OPTIOM 1-7/16' BUMPEI THRESH( SHOWI EXTERIOR OPTIONAL 2" BUMPER THRESHOLD SHOWN BOX2-BAR FRAME SILL INSTALLATIONS OPTIONAL SINGLE HUNG INSERT SHOWN 1X VY1V1PiL JAMB INSTALLATION rrAtUuUnr EXTERIOR WOOD IN -SWING INSERT SHOWN (USING 1X WOODBUCK) SHOWN OPTIONAL , • 1 ` I I "! r ! �r ADJUSTABLE `:� BUG SWEEP ,�,�;�:!'�•. (SADDLE THRESHOLD t" ONLY) ck. 'ru per rr mummrcRmauoow. W J. ROSOWSKI 09/30/11 ALUMINUM 6063-TB �ow��.uv omax'[era aramenru rower• uec pevrwc FmPNar1127rrtrxol�O+rrXAvoFne7 ronverrwreet� mwnea�e ,twrcwu nman Mean�m emrer �eaesmrcraneecenaa 10T0 TECHNOLOGY DRIVE NOKOMIS, FL."" � FL CERT. OFAUTH.:29290 CABANA DOOR INSTALLATION A. Lynn Miller, P.E. 6`1e6'w'idet e� — D."V a P.E. #56705 CD-290 NTS 2 of 3 1093011JR i INSTALLATION WITH Z-BAR FRAME EDGE DISTANCE EMB 0 OL I EDGE _ DISTANCE EMBEDMENT l OPTIONAL IN -SWING SHOWN EXTERIOR 1x WOOD SHIM ­11 D—ADC IAI I FRAW: TVPFSI Part # Descri Bon 7CDSP Lock Stoke Plele 6FLATM Striker Backing Plate 7C0SPDB Deadbott Strike Plate 70518)6 N332 x .376 Ph. FI. S.S. 4UBLDK Lock Support Assy. 7634FW 08 x .750 Ph. FL SMS 70DSP Lack Sldke Plate (Atli. Slab) 6FLATM SMkor Baeking Plate(AcU-Slab) 7CDSPDB Deodbull Strike Plate (ACUW Slab) 7e51wo #a32 x .375 Ph FI. B.S. (Aclhe Sleb) 6CDIaMW LLm Foam [mart. 33)e• 7DEAD DeedbolVKmb(A�t.) 7KN0BO Knob Se4(1-11.) 7CDKLOKB D..%olaKnob- PaOshod Braec(Acli.) 7DBLKB Doubletockset 59333W Hinge 41704 R.S. Pin Cep 41705 Hnge Pm Busting 77WlOM Hnge Pin 7VT45 Hrge M.t 7834FPTW #8 x.750 Ph FI. TEK SMS OPTIONAL OPTIONAL — —" — FIXED LIGHT FIXED LIGHT --INSERT— ___ INSERT SHOWN .._ -- — ---- ----SHOWN ---- Z-BAR FRAME, Z-BAR FRAME, _ OPTIONAL HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING IX WOODBUCK) INSERT SHOWN OPTIONAL FIXED LIGHT INSERT SHOWN EXTERIOR OPTIONAL SADDLE THRESHOLD SHOWN OPTIOW KICKPLA• INSERT SHOWN EXTER OPTIONA 1-7/16' BUMPER THRESHOI SHOWN a EXTERIOR OPTIONAL 2' BUMPER THRESHOLD SHOWN K-BAR FRAME, SILL INSTALLATIONS SUBSTRATE SHIM OPTIONAL OUT -SWING 7A_ SHOWN EXITEERyIOR U \/ Ix SUBSTRATE � WOOD / l71 SHIM Z-BAR FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) OPTIONAL SINGLE HUNG INSERT SHOWN EXTERIOR Z-BAR FRAME, OPTIONAL n OPTIONAL JAMB INSTALLATION FIXED LIGHT V IN -SWING (USING 1X WOODBUCK) INSERT SHOWN SHOWN INSTALLATION NOTES: e,�: sir �y;:)°. ' 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. _ ^ �•% 2) SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. ;;:� •, "� I,T< = p`•' .�= 3 MAX. SHIM THICKNESS TO BE 1/4-. 't: wx.aap bar: sr�,r� n�reuvlfrNts><ark'- uwaxna>® �,� J. ROSOWSKI 00130/11 ALUMINUM 6063-T6ON,°,,,,aa„a1 1070 TECHNOLOGY DRIVE _ j NOKO34275 CABANA DOOR INSTALLATION FL CERT. OF Al1OFAU TH.: 28298 A. Lynn Miller, P.E. 8ed ..k "t ' a .!. a P.E. #58705 CD-280 NTS 3 of 3 10=11JR