The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Online • Page 1 of 3 acts Home I Log to I User Registration I Hot Topic ; submit Surcharge I Suits, &Facts ; Publications 1 Contact Us I 9CIS Site Map j Links 1 Search d %idd� r Product Approval USER: Public User PmauR Approval Menu> pmanrt ar aoollcagon SearcM1>7.Dr.v.doby ectan r1 �N _ FL # t / Application Type �`, `(/ �� 0 C/p n Code Version •r)yyh Application Status fV 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 North Venice, FL (941)486-0100 Authorized Signature jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Or N Venice, FL 34275 (941) 486-0100 E t 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category r�W,ndows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard COP 994 11 TAS201, 0 2 LE Equivalence of Product Standards Certified By ��/ �9 REviEWED FOR CODE COMPLIANCE Product Approval Method Method l Option is T. LUCIE COUNTY `` CC BOCC Date Submitted 09/25/2018 Date Validated 10/15/2018 Date Pending FBC Approval Date Approved 10/25/2018 https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmBE7... 11/22/2019 Florida Building Code Online 8 Page 2 of 3 Summary of Products FL # Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17963002.gdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063002.ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ji SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes - FL239 R26 C CAC 17063007.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No - 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063007.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 700 (Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063008.odf Approved for use outside HVHZ: Yes "Quality Assurance Contract Expiration Date Impact Resistant: Yes - 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063008.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports - - — - _-- _ _ _ _ Created by Independent Third Party: H g239.4 Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063003.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063003.0df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: - Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17663004.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063004.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063006.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 II 17063006.odf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits Of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 17063005.odf https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmBE7... 11/22/2019 Florida Building Code Online • Page 3 of 3 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 tI 17063005.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-7600A (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R26 C CAC 18-0430.07.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R26 IT 18-0430.07.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-7700A (Large Missile Impa Aluminum Sin le Windn Limits of Use irification Agency Certific Approved for use in FL239 R26 C CAC 18-0430.06.D Approved for use outside HVHZ: Yes Quality Assurance Contract Explrati n Date Impact Resistant: Yes 08/23/2023 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acc tance FL239 R26 II 18-0430.06.odf (NOA) for product performance Information, anchoring Verified By: Miami -Dade BC - CER details, and anchor type, size, and spacing information. Created by Indepen ird Party: orts Created by Independent Third Party: contact Us :: 2601 Blair Stone Road. Tallahassee R32399 Phone 850-487,1824 The state of Flondo is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy, Statement:: Accessibilov 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 m this entity. Instead, contact Me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide Me Department with an email address which can be made available to the pulne. To determine if you are a licensee under chapter 455, F.S., please dick be, . product Approval Accepts: ® -4 9 eZlei Im Credit Card Safe https://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEmBE7... 11/22/2019 I M I DARE e DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 1070 Technology Drive North Venice, FL 34275 MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to e-rcquimm e a plicable building code. This product is approved as i ed herein, and has been designed to com ly wi the Florida Building Code, including the Hi elocity Hurricane Zone: DESCRIPTION: ries"SH7700A"Aluminum SingleHnngWindow—L.M.I. APPROVAL DOC NT: Drawing No. 7700NOA-1, titled "Al g e Hung Install (LM)", sheets 1 through 11 of 11, date pr pare y manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval da ie Miami -Dade County Pro uc ntFol Section. MISSILE IMPACT RAT : Large and Small Missile Impact Resistant LABELING: Each unit shall ermanent label with the manufacturer's n ogo, city, state, model/series, and following statement: "Miami- a e ro uc ontrol 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. 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 consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA I o% 430.0 Expiration Date: August 23, 2023 Y151149 Jls Approval Date: August 23, 2018 Page s PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by Idalmis Ortega, P.E. 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) Large Missile.Impact-Test.per- BC,TAS_201-94- _ - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611, Edition (2017), dated 04/23/18, 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). v' Manuel rez Product Contra Exa iner NOA No. -0 30.06 Expiration Date: August 23, 2023 Approval Date: August23,2018 E-1 r PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, P.E G. OTHERS 1. None. E-2 Manuel er Q.E. Product Control Etanfter NOA No. 18-0430.06 Expiration Date: August 23, 2023 Approval Date: August 23, 2018 SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW 17-1Y16'MAX. O.C�1 DESIGN PRESSURE RATING IMPACTRATNG 1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY W THTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 16JI0' MAX. VARIESPERSHEETS GLASSTYPE,LARGEPACT RELL TANTMISSILE SEE SHEETS 2.5 IMPACT RESISTANT 2) SHU TIERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LTTE (CAP) MUST BE TEMPERED, USE ONLY GLASS TYPES 3.7.12.13 OR 15. 3) FOR MASONRY APPLICATIONS IN MIAMLDADE COUNTY, USE ONLY MIAM4DADE COUNTY 1714-BUCMAX. 17-3I4' 53-1/0'MAX. BUCK WIDTH APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATONSWERE /1>-1N•BUC D.C. L� IT MAX. 4-I111WNINK, B.SE �_ _ O.C. I (B• .BUCK) E T10 5'MA%.O.C. SOUTHERNPINE, ASTM C90 CONCRETE MASONRY UN?BAND CONCRETE WITH MIN. KSI SHEETS B SHEET IO PER ANCHORTYPEA SEE C. SEE 4) ALL WOOD BUCKS LESS THAN I-12• THICK ME TO Be CONSIDERED IX INSTALIATIONS EETS4dB� — SHEET tIr I I 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12'THICK OR GREATER. IX AND 2X BUCNS WHEN USED) EQUALLY I / I / SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TOTHE STRUCTURE. SPACED WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. BEOR) ANCHORS PER I / —T— TMBLESe 87 17-Yt6' MAX. O.C. OR ARCHITECT OF RECORD,(AOR). O / MAX.5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR —I 83TIP • STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHIEVE REQUIRED MIN.EMBEDMENT. 12-11WMAX.00. TO BUCK INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING& FLASHING STRATEGY x i� 1 TIP xi ,{� HEIGHT FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSAND IS BEYOND 7.f —LT 1 L—LI THE SCOPE OF THESE INSTRUCTIONS. EQWLLYSPALED / HEIGHT ANCHORS PER 135I16' MAX.O.C. 6) lle MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATIONWHERE THE PRODUCT IS TABLES ed7 NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLJED LOADS. I L[7 5'MAX.. c 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER 1 A ASTM E1300, 1 I' BSTING AN DESIGN ERASBMSED ON WATE0. TEST PRESSURE, STRUCTURAL & CYCLE 53-1IB'NMA%. TPTO TIP 4NDTH t•VJEEP NOTCH Df 4-11116'MAX. "WEEPNOTCH He AT SILL TESTING AND GLASS PER ASTM EIJOD. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN. MD. 8) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE 3310%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS 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. 1\ 10) REFERENI REPORTS FTL 18-7835.1 & 18-705.2; ELCO ULTRACON NOA; ELCO CRETEFLEXIMON NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF ANDS&ALUMINUM DESIGNMANUAL i1) LICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. I PA At AI I�H MNFIGURATIONS AND SHAPES WIDTH I WIDTH WIDTH i-T RECTANGULAR WITH EQUAL LITE SASH RAOIUSTOP WITH PROVIEW SMH RECTANGULAR WITH CUSTOM SASH Al NAPES ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAYB D BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL-LITECONFIGURATION TABLE I -ALLOWABLE GLASS TYPES TY a DexHpooR (Damtl fmm Fztarior to Interior) DP Table 6 1 /B'AN, .09B PVB, 1/8'AN 2 13116' UG:1/8-AN CAP, AIRSPACE, VB' M .098' PVB, 118-AN 2 3 1Y16'UG:1/V TP CAP, AIRSPACE, 1/8"AN,.090'PVB, 116"AN 3 4 1/8' HS, XW PVB, 1/0' HS 4 5 WITAN,.D90'PVB, VIV AN 4 6 IW16"LIG: 311F AN CAP, AIRSPACE, 1/8" ANJ.0917' PVB, 1I8"AN 4 7 1Y16'UG:3116-TP CAP, AIRSPACE, LIT AN,: DW PVB, 1/8"AN 4 8 WIT Aµ.090' SG,&IT AN 5 9 Y16"HS,.M'BG, 3/18'HS I 5 10 1&'16'LIG:11TAN CAP, AIRSPACE, 1/0"HS, :O50' SG, 118' HS 5 11 MIT US, IMAN CAP, AIRSPACE, Yt6'Aµ.OJB SG, Y16' AN 5 12 13116' UG: 1/T TP CAP, AIRSPACE, 1/6" HS, .090" ED. lIW HS 111HT 5 13 13116" UG: 1I8' TP CAP, AIRSPACE, YlV AN,1BW' SG. Y16' AN 5 14 DO Y16'AN CAP, AIRSPACE, 11W HS..IEW SG, 11V HE 5 15 1Y16' LIG: 3116' TP CAP, AIRSPACE, 1/8" HS,.09(TSG, II8' HS 5 CODES I STANDARDS USED: •2017 FLORIDA BUILDING CODE (FSC), GTH EDITION •ASTM E130M •ANSVAF&PA NDS2015 FOR MCH) CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADM-2015 •AISI S100.12 •AISCWIN10 ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUAL-LITE CONFIGURATION USER INSTRUCTIONS 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'8 DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZNG OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 2.5.IT MUST EQUAL OR EKCEED THE DESIGN PRESSURE REQUIREMENT FOR ME WINDOW OPENING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 &7. 4) INSTALL AS PER SHEET FOR FLANGE INSTALLATION, SHEET FOR EQUAL LEG INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. NOTE DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (FLANGE, INTEGRAL FIN OR EQUALLEG/9OX). BG=KURARAY S® SENTRYGIAINTERLAYER BY KURMAY AMERIGA, INC. PVB a KURMAY TROSIFOLO PVB INTERUIYER BY KURARAY AMERICA, INC. AN -ANNEALED HS=HEAT-STRENGTHENED TP-TEMPERED GENERAL NOTES.............................. ... ... ........... 1 EVEVATO NS.......... ... ................. ..................... ...... 1 DESIGN PRESSURES / GLAZING DETAILS........ 24 ANCHOR QUANTITIES............. ............................. SE INSTALLATION. FLANGE......................................7 INSTALLATION, EQUAL LEG.................................8 INSTALLATION, INTEGRAL FIN-- ................ ...... 9 EXTRUSION PROFILES............... ......................... JO ASSEMBLY & PANTS LIST ................................... 11 YY�nn W = 0 0 ,an ^ SS slop 0 O N a W O p J o u N Z a Z rS e in LID p u•• 1- Z K aZ J -oN Q.«a o W .. ' a N Z o>v ^ 2 3 2 O W O ® m S D 0 7 W Z y O O Z Z Q W TABLE Salon 6®n De6e4aam MGien Roste ba9NHe9N Rage 4nl Design Pressule(lose) for Glass Types 1 & 2 TIP to RP W4N Ir 2S J 3P At- 45 4T n1R" 21 EPuaHrta 1246ll +no daa •65.0 J8D0 .65.0 E00 +650 usoo +no 4tao +05.0 d0.0 +650 20.0 •65.0 E0.0 E114.1e loam +650 40.0 +65.0 4800 +650 A0.0 •0..0 -00a -65.0 d0.0 •65.0 d0.0 •65.0 20.0 •65.0 E810 31- SIanEVE PWM 13994-15.863 •550 800 +6i0 d0.0 -65.0 d0.0 +610 400 +650 80.0 •650 b00 +65A 4W.O +65.0 200 SMteel 12464-12YS5 1650 E00 +850 200 +650 d00 +Sao daa •65.o d0.0 -650 d00 +65.0 d0.0 •65.0 48aa Eµ6NAe lam +65.0 ffi0 +no FUO •65.0 E0.0 +fi5A -So0 +650 F o 4MO -W.0 •650 20.0 •W.0 d00 SNNae Prom. 15.944-11551 +650 -00.0 unit A00 -650 d0.0 •fi5A 410.0 +650 A0.0 •65.0 -000 +6.0 Jb0 +6.0 -0DA 33Y8' Qatar Site 15.131-I&W +W.O 400 +65.0 20.0 -0.0 d0.0 +UO d0.0 +650 80.0 +65.0 d0o +650 d0.0 K5.0 2 o On;wn Sze 14131-la1W +650 d00 •650 2D.0 -60 M0 +00 20.0 +65.0 d0.0 4MO da0 +650 d00 +65.0 20.0 S 12.464-14.120 •550 B00 •830 O 5. 65.0 d0o •65.0 80.0 +65.0 40.0 +65.0 AOA -00 -000 ite M964 +65.0 -500 +650 A0. +650 A0.0 •65a 40.0 +85.0 -00.0 +650 AO.a +65,0 40.0 +55.0 40.0 20.131.=M •00 A00 •650 E00 5A +85.a d00 •11.1 "1 •65.0 A00 +650 A0.0 •95.0 eac 6tatlaO P.- ISSU-Mim •&So Ma +ESA 410.0 •650 20.0 165.0 E0.0 +650 M.0 +65.0 d0.0 +BSD 4100 •6A b0.o 45- Cuse. See -18M re5.o M0 +6a) da.0 •65o 413Z *Ma d0o +65.0 -0OA +95A d00 •6o 4s3o +65.0 d0o Oman See -I&IM +6SO � O +650 J10.0 -0.0 -WA -65.0 MA) +650 d0A +65.0 Me +6S0 -W.0 +6.0 200 Qnian See -IMM •60 ffi0 •G5.0 d10 +65.0 i800 +65.0 4DI +fi5A -80.0 +65.0 -000 +650 d0.0 +55.0 2oe0 S .141Y1 -no -800 wa d0.0 +00 d00 +650 -00.0 +no 1Q0 +9£0 ..0 •55.0 dOD W +650 4 A •690 &10 fi5.0 &JA +:,a 200 +650 d00 fi5.0 d00 +6£0 45aa +00 E00 -2156J +69.0 -0 0 •fi5 +65.0 d0.0 •fi0.0 9a.a +65.0 800 +650 E0.0 •650 Jf0.0 +fi9.0 b00 715 StaMONPralew-e2.1:A1 V -esa AD.D •550 MA.0 •650 W.O +out) A0.0 +e50 Aa. +6i0 A00 •650 4saa +6.0 E00 4T Cwlwn bize -20.193 +fi5a A00 1650 O60 +W.O 4C0 +65.0 Ma .65.0 a4 165.0 40.0 -MI) AO.a •60 -No Oaten Slze o,W .65.0 40.0 +no �6D +no 80.0 +05.0 d00 +fi50 AID +650 A0.0 K50 AO.a +6.0 d0D (Deem Size . lCIW +65.0 d0o +65.0 m0 +650 A0.0 Ko 200 +650 d0.0 4WD uM0 +650 us'0 +65.0 -R6 Sweet -14.131 10.0 -000 +650 dA0 +65.0 d00 +60 -W0 +650 d00 +65.0 200 +60 d3.0 +60 -]51Sees.M +no A0.0 W5.0 JiD0 +60 d0.0 +6&0 100 +650 A0.0 +60 200 K50 Aiao +60 d00 Queen Sias .-]STM+ 165.0 u,0.9 •650 d 0 +69.0 do.0 +60 d o +650 d0A +60 -00o +6o al.o +60 d0.o o SIm6vE Pmtlex N.EM-21IM .650 A00 +65.0 A o +65o d0.0 +650 JK)o +no too +650 - .0 +650 810 +6A E00 Q�xtem Site 20.131-Mi +650 -BO.o +65.0 -WO +60 AOA +650 E00 •850 -00.0 +650 -000 K50 A00 •65.0 A0.0 V� 50Y6' Custom Size 18.131.20130 +MC -000 +65.0 -WO +no 80.0 +MO -000 •65.0 A00 +60 40.D +650 A0.0 +66a 40.0 Custom See 1&131-16.130 +60 d00 +65.0 uO 4850 JIUO +6.0 -Boo +6£0 d0.0 +650 d0.0 +60 43.0 •650 -TX Custom See 14.131'I&IW +60 40.0 • 50 A0.0 •60 200 +650 -00A 165.0 -000 +60 43.0 +E5.0 . 12464-1 IM +•6U 4f0 +650 AAO • 0 t, 0 +60 AOA •650 AOS -650 A0A •60 A0.0 •65.0 d19 E@®e-me ]1.9W •60 -0 0 +6o d800 • 0 400 +650 �0 K£0 A0.0 +6.0 d00 +60 40.0 +60 E00 23.131.3L953 +6.D -00. +60 A 11 .l) -00.0 +nD �K)D +60 -000 +650 A0o •60 dl0 +6.0 -R.8 SuseeW PairtJex 2s.T84.281M +60 dDO +60 AO.o +60 d0o +65.0 -W.o .61) 40.0 +6A 4DA +650 Ao.O •I55.0 -739 Custom Size 24.131>25793 +65.0 40.9 +650 .80.0 +65.0 d0.o +55.0 40.0 +65.0 AOA +650 A00 •65.0 ao +650 -M.T fi3' Custom See T1.131 .24.1]0 165.0 -W.0 +60 d0.0 76.0 d00 +65,0 -W.0 +65.0 A00 +69A00.0 +65.0 -]B.9 +65.0 d05 Cwtan Size 20.131.M.130 •550 -800 +60 A0.0 •60 -000 +65.1 -R)o +6.0 40.0 +65.0 d00 +no -T1.1 +60 d&4 Custom Sze 18.131 MA30 +650 -000 +60 -0D.0 •650 40.0 +65.0 A00 •6.0 -00.0 •850 -000 •650 -754 •650 E9.5 Custom Size 18.131-1&IM •650 d00 +60 MO •60 A0.0 +60 400 +60 d00 +650 .ne •60 -738 +61.7 Swest 1119T-1&IM •60 d00 +60 811 •6.0 d00 •650 10.0 +60 -Tag +650 -71.8 •60 S&2 •823 8 3 EpN4le UNI., +65.0 -000 •60 �.0 +60 -000 +6.0 {AO +60 80.0 +65.0 -60 •650 40A •60 -']3.9 Ceme, bize 36.131. Soon +65.0 •60 d0.0 +60 A0.0 •650 d00 +6.0 .80.0 +no L o •60 -]IS +6.0 -71.6 Custom Size 34.131. Soim +65.0 +60 40.0 400 -000 +65.0 4W.0 765.0 A1.0 +no 60.D +6.0 -'I1.9 +"a 69A )6- Sla leN Pv4ew' 30.994-J4.1]0 +85.0 +60 400 +6.0 d00 •65.0 -WO +65.0 d0.0 +6.0 60.0 +650 d9A +65.0 E6.5 Cualan Size W.131.30 BBJ +650 •65.0 A00 +60 Jf0.0 1650 -W.0 +65.0 A00 •6.0 -T&9 +BSO d4.9 +850 A5.6 Caton Size �1J1.30.tW +65.0 ]�D +6.0 -00.0 +No d0.0 •65.0 -W.0 +65.0 d9.1 •6.0 -TS3 •65.0 d19 +656 B&8 bhApl 26lW 28AW -650 •850 A00 +6.0 A00 •S50 -W.0 •69.0 d5.9 +60 -TL8 1650 d82 •62.3 A2.3 EpelJfe 424fi4 +60 16i0 400 +65.0 d00 +650 d00 +650 20.0 +60 A00 +60 -P.9 +69.0 BSA BC Cumem Sao X131-AZ46 +60•650 -0o +60 500 +650 -W.0 1650 B00 +60 4&9 +60 d4.6 +650 i5.6 $M1rtz0 Pm3ex 34AR-38.130.650 +650 -Sao +6.0 MO +650 .0 +650 -769 +6.0 -0LB +6i0 -08.2 +fi23 B2J -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49.696 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -43BO6 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS.SUBTRACTI-FROMTHEMPTOTIPDIMENSIONINTHETMMTODETERMINETHEWINDOWSIZE. 2) FOR SIZES NOT SHOVM, ROUND UP TO THE NEXTAVAIIA6LE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUSTOP WINDOW WILL COMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPRON ARE LIMITED TO A MAXIMUM POSITNE DESIGN PRESSURE OF+65 PSF. NEG4TNE DESIGN PRESSURES ME UNAFFECTED. EXTEI G EXTERIOR a GLASS TYPE 1 GLASS TYPE 2 lw16-NOM_ GLASS STACK AN=ANNEALED TP=TEMPERED HS- HEAT STRENGTHENED W re 1 ~ y� O N g p elon 0 a O O, �a Z o ZLL to K U .Sn n W F- Z C �S'a J 'PN 1.0 r V 4~D Z Z j LL O N ® m W J O Z l+zu � N a w < o Z m o se 7 a ; No. 58705 0 im �s .. Ff ORIOP. �'4ts TONAL F A LYNN MILLER, P5 eonon Sawn De%�W9n 4Gi,m Ralge Sash Rs9H Ryge (Io) Design Pressure VII00)]otGlsss Type Tpto Tip LNM 1S 25' 33- 3T 41' 1 45' 1 4T 53-118' 21 Equet 12A64 -no m.0 •65D JPI.O no -SOD +65.0 I -0D.o •sao ISoo Huo J10O +55.0 I 20D -0.0 20.0 Epual{ite 15.964 +f5.0 40.0 +65A 480.0 +65.0 -SDO +65.0 1 410,0 .65.0 lao +65.0 .80.0 +650 40.0 +65.0 20.0 3P StaNenl Pxru N 12.994. 1503 +65.0 40B +Sao E0.0 465.0 -000 K 50 JI0.0 +650 &JO +6.0 40.0 +650 MD -00 i.80.0 Swllt 12464-12993 •55D M.0 +651) MO 4850 A00 +650 40.0 +650 M0 +Sao 40.0 +650 Mo +00 4110 Epolite 11,652 +65.0 -0 o •650 fA.O +650 41O0 +65.0 48O0 +650 2D0 +63.0 400 +650 40 0 +65D 4860 BNNmE Pmbex I,W-19651 K50 20.0 •650 JWO +6SD JD, HIS, ,,o •Us EO0 no MD +no 40.0 +Me 81D 3 w Outlets.. 15.131-15043 WSA 480.0 +Us 50.0 +650 480.0 +650 MD +650 M0 .mo A0.0 •550 J10.0 +650 AO0 6Awn Size 14. 131. IS 130 •650 410.0 +65.0 M0 +550 E0.0 • S 60,0 +650 409 +66.11 -80D -65.0 20.0 +65.0 20.0 siu+esl 12.464 - 14.130 1150 40.0 +65.0 A0.0 .650 M.0 +650 480D INS ADS -0..0 AO.D +650 MO •65.0 480 0 EWuote moss no 4130 +00 MO .650 4tD.D .65.0 400 .65.0 9D0 +Sao ADD +650 -00o -MS AO0 cuslam size 21131.22963 •650 40.0 +85,1) A0.0 +65.0 -Do0 .650 80.D +650 E00 +C5.0 Do.o +ss.o 50.0 .65o A0.0 SaNaN Pule 1B.SR1-MAN -no 4800 +65D 7D +650 400 45.0 80.0 .65,0 50.0 +65D AOD -55.0 A0.0 +65D '400 4S Cusm size 16.131-16.593 KSO -SI.D +65D MO +650 do.0 +650 AS +650 20.0 +650 ADS +650 J13.0 +65.0 E0.0 GBtee Sill 15.U1. 16.130 +65D Me +U.0 M.o +65.0 d D +SSO A o +650 MC +CS.o -Soo -no _SD0 +no Po.0 CustM1n SW 14.131.15.130 .650 -800 .640 M0 +650 MD +6i0 MO -We MO Hilo J o 4so A o .0.0 20.0 Dili I2454-14AM +6a0 M.0 +SID M0 .65o M0 +650 MO .650 V0 +650 AO0 +65A E0.0 -Sao 'M0 EpW411s 24.964 +650 M.o K5o M.D .550 MD W50 JI0.0 .65o M0 .wo .80.0 .00 SD .W.O 400 Custan Size 22131. 24.953 +650 -SSD +65D 40.0 .650 AOD +05.0 MO +650 MO +65.0 -000 +65.0 MO DID -00.0 S12MNtl Pmew 20.194. VAN +650 �DIDD +65.0 410.0 +65D MV +65.0 -80.0 +65.0 MD +65.0 400 K5.0 40.0 +85.0 I-000 44' Cuunt Size 131.4,10 465.0 MA +650 20.0 +65.0 MS +650 A00 His MO +650 800 +55.0 JW.O +660 40.0 Cusize Size 131-18.IN *55.0 460D +85.0 MO +650 A0.0 +650 200 +650 40D +650 -W0 +650 M0 +00 -00.0 Cuatdn Size 131. IS. W5.0 MD +650 M0 +650 J100 +65.0 A00 .55.0 MO +650 MD W50 200 +fi5.0 b80M S..t 64-14.IN +65.0 MO +65.0 MO +5i0 MO +65D -0DD .650 MO +65.0 Mo +65D AO0 .650 AOD EW%lile2&M 465D MD +55.0 MO +650 d D +6&0 MO +650 M.D +650 200 +610 M.0 -650 ;M0 Out s'ue 131-B.n0 K5.0 M.0 .65.0 MO -65.0 M.O W50 M9 -MO M0 .65.0 -0DD 'no Mo -00 1M0 SaMSN PmNw-24.IN +BSA M.0 +65.0 M.0 +65.0 MO W50 ADO +65.0 M.0 +65.0 200 -no M.0 +650 IM.O S Custei Size 131-91M3 In M.0 -650 M.0 -65.0 80.0 +650 d00 +M0 J100 .65D M0 +65.0 400 +650 IMA E 56M0' Cuslan Size 131-XIN +650 -00.0 +650 M0 +as M.0 +650 400 +me -00.0 .650 MD +85.0 MD +66.0 I.M.0 Cuters Size 131-MIN +650 40.0 +65.0 M0 +55.0 •6SO -too +Sao 40,0 +65.0 M.0 •650 M0 +65D IM0 Cus1an 61ze 13t-161- +G5.0 R0.0 .65.0 MO +bSO d0.0 +650 M.O +fi50 MO +65.0 M.0 •BS.D MO +fi50 IM.O $Meat 60-14IN 124.131-25.M •65.0 MO +610 M0 +610 -BD.0 K60 MO +Me 400 'Me d0.0 +63.0 MD •630 MO EDUIJM1e31.9fA +fi5.0 MO .65.0 MO #Me M.0 +65D JWO +650 M0 +No MO HSS0 M.o -00 'MO Ovium Size 131-31.953 +65.0 40.0 .650 MO +&£0 M.0 +650 200 1 O M.0 W40 MO +65.0 M.0 +6A M.0 BIaMaO PmAexW -24130 +65.0 JI00 1650 M.D 165.0 d40 +No MD +650 MO .65.0 M.0 +650 M.0 .00 M.0 QRIpn 6lze 131-25.M •no -80.0 +65.D 80.0 +650 -00S .65.0 MD +650 200 +65.0 b0.0 650 E S +SSS MO 63' Luslwn him 131.24.130 +C30 M.0 •[5.D M.0 +650 MO +650 -0DC +no M0 +no -SDO .65.0 too +650 No Custom Se. 131. M.IN +650 -00.0 +650 JI0.0 .66.0 AOD +65.0 Sao -650 M.0 +no Sao .65.0 M.0 +ED '-060 Cmton Size 131-20.IN +650 M0 +65D AO.D INS AOD +65.0 ADD +650 M0 +CSC AOD +650 E0.0 .00 1258 Cmtem Size 131-18, IN -00 M0 +65D M.0 +850 M.0 +65.0 -0DD •650 MO HIS -0D.0 +65.0 M.0 +810 �i3B SMest 94'. 16.130 +550 MD +6io M.0 +650 MD +M.0 400 .650 MO +E50 MO W5.0 -R.] +650 III E,,em.31454 4650 MO +D&O MO +ESD M.0 .650 MD +65D MO +65.0 M.0 +E5.0 MO 'no 'M0 Cut. Sze 131-38.Y +65.D M.0 +.0 MA +850 dD0 .650 -000 4650 MO +no M.0 +650 MO +650 'MO Cult. S. .131. 35.130 +fi5.0 MO +650 MO +65.0 MO •65.0 d00 .650 M.0 +fi5.0 A0.0 •65.0 M.0 HNO -10.1 ]C SaMaU Pit N%4.34.130 +65.0 M.0 +Sao M.0 +6D. 80.0 +fi5.0 A0.0 +850 MO +650 AD.O +65D M.0 no -758 cut. Slue 90.131 .30.993 -65.0 ADD •650 -WO +650 -50.0 -InD A0.0 *65.0 b0.0 +650 A0.0 •85.0 M.0 .6£0 p]4.0 CUSNT Sue 0131-N.13D +SSD M.0 +00 -800 +65.0 80.0 +65D -0OD .05.0 A0.0 +65D -000 +65D M.0 +650 i72] S.t 26.1DC-26130 •65.0 M.0 +850 40.0 .650 40D +551) -000 .650 -810 485.0 80.0 +660 -R] +mo L710 Epolite 42460 +00 MO +00 MO .65.0 480.0 .850 MO +550 -00.0 .65.0 MO .65.0 M0 -as -ml 64' Cuu. SizB 39.131-42.463 +650 MD .650 480.0 +CSC MO .650 4800 K5.0 M.0 .650 MO +65.0 M.0 +as -T4.6 SIa10leup's w 34.184•-361?0 +650 M.0 +M0 MD HISS 480.0 .650 MD HS0 MO 1+650 d60 +fiSO -T].T .UO 1 -71.0 •MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO VP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: BUCK HEIGHT - 48.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT -49AD6 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT - 48.806 1) TiP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUALIEGWINDOWS, SUSTRACT I-FROMTHE TIP TO PP DIMENSION IN THE TABLETO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOTSHOWN. ROUND UP TO THE NEXTAVAILABIESIM. I 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TAOLEABOVE WHICHTHE RADIUS TOP WINDOW WILL COMPLETELY FR WRHIN. 4) WINDOWS WRH THE LOW BILL OPTION ARE LIMITED TO A MAXIMUM POSITAIE DESIGN PRESSURE OF 4S5 PSR NEGAT02E DESIGN PRESSURES ARE UNAFFECTED. EXTERIOR a GLASS TYPE IXIS' NOM. GLASS STACK AN=ANNEALED TP•TEMPERED HS= HEAT STRENGTHENED No. 587O5 Do9190 Pmo... (III for Glass Typos C-T Ozllan Soto 4sUNk orQ.RI sashwi9M Rear,(m) To TO TP - sa."r 31 E'az ila 124W M5.0 411 ENeidie 159Ga K50 d0.0 31' Stmdalf)W x 12994-15.00] +850 d00 31101wt R.U4-12993 +6" 80.0 Elusi 19. as 800 Sai Pao- 15.0114-10055 +650 80.0 06L6 Czotom Size 15.131-15043 -.a. 40.0 Custom Size 14,131 - 15.130 ORAO 400 sires( 1z48a-14ASO +MO 800 Earri mw +650 .00 Cal -Size 20131-nazi +6.So amo SIvaNN Pai 18.594-M.1]0 K50 IP. 4S. WSIxT 61xe 18.131-10593 +950 d0.0 aside size 15.131-ISAIP +G80 40.0 Cz,o. Size 14131-15.130 KSa 400 ]Irvin, 1z4a-4.130 K5.a AMe EpdNe 34Sea H50 d0A aslml base II.131 -240W +860 40.0 SIaMaN PmA cx WIa-23.t3o +95.0 -00.0 4B' aelon Size 1G.131.2. 1N W50 80.0 aalon slzO 10131.18.13. +G50 80.0 Q91om She 14.131-IB.IM +6.5.0 A00 a Sari 124a-(Alm H .0 A0.0 EgW40e M5 +850 4KX Ci Size 24.131.25))fi +650 80.0 SUMa0 PoNsev ffiW-24.130 +850 d0.0 B s F 50N0' Cuzlvn 3iu Caton she N.131-MW muI-MI:N +a.0 +650 aeI mO Orstam Sea 1E T31-18i K 0 400 Omom Sae 14,01.18.IN +650 80.0 Sweet 124.4.14.130 +B5.0 75 EOualLle 310a bS0 80.0 Caftan Sao 28.01-31.9m +85.0 800 SIaralso ev B.m-mI30 +BSo -WO Galan She 210131.25.703 +MO 9O W' Carlem She 12131-24.130 +fi50 80.0 Cullom Sea 20.I31=M130 I.I. Sao Oust. See 18.131-20.130 +fi10 600 Casten Si IS, at-10.IN +650 80.0 Sbtwl 13.194'-16IN +fiio 40.0 EPalils Mi + S.o d00 Culom Size M.131. 38463 +BS.D d0.0 aSlen Sao 34.131.3613a +050 -00.0 76' StarNNPmAev MW4.34.130 +W`.0 s. Cua.S'¢e M.131-M.993 +64D d0.0 Oman so. A131.30.1M +B5.0 -000 5 oii 26.19a--2at30 K 0 80A Ecuai 4ZoN +65.0 80.0 a' Cualom Sao M6131.42463 +NO 400 siaMaN Pi U.Ne.-amm N O .0 • NGM. F` 116GLASS STACK GLASS ASSi *.1�1 T11V NOM1L GLASS STACK Y16'44 GLASS .090'PVB 30 J/i6' GLSS n 1R'NOM. GVSS BRE ]A N GLASS TYPEA IVIVNOM GLASS STACK 090-P B AIRSPACE Y16'ANG 118'PN GLASS 31 )4 ®OP S 1R•NOM. P GU155 BRE F� OM, GI-ASS GLABSTACK AIRSPACE .090'POB 6•TPGUSS IR•ANGLASS 31 14 Ga. 1R'NOM. GLASS BITE 10.]3 Yt GLASS IYPEr TABLES DesI1. Pressure (el Gl... TYves0- Bat. SIfn Onamom b Girm NNa SON HeigN eWNn TPTOTP Ni 2C Eii 12aa +a00 I 'ICO 31' EOIPIJIfe 6W16iNPWou 15.9aa 12P9a-1G&3 +so. +000 -t100 A100 Starlet tz48a-1z033 No -I.. Boazaim ii .sea .1140 SIaMs,p,,,,e 159M-10851 +m0 g100 39Y6' Cusom Clxe 15.131.ICS43 -80.0 -1100 Cullom Sae 14.131- Ia. 130 +00.0 -1100 SMlct IIA64.14.130 +800 -0100 Egati n9i +00.0 .1140 Cutlrn Sea ID131-Mesa +800 AIBO Sisebp Pi 18.5a-91130 +000 -0100 15' CUSIon Slxe 1a.131-11..3 +80.0 1100 C.al. 5lz¢ 15.131-18.130 +80.0 -0t0.0 cYatvm sso 14.t31 ns.v0 +90.0 sMt¢l tzza-tul0 .Oa.O I -"a. Equi 24.564 +0].0 -1t0.0 Cutter Size 9NM+N Pmlex MIST-2.M3 SOAWa NATO Be. -110.0 49' Cation blxe 10131-20.103 NO AIMO Cmtw See 16.131.III -NO 110.0 Qatee5lze A131-16.130 +B3a -1t00 7. Boreal rz4a-14.130 +W.o -Imo a Soaks Zam me Alm. Q CNlem SIe 24131-25.T1a +800 -it 40. Soared Piazza MW-24.130 +BOO 41aa N F Custem5lxe A131-24M3 1 O -11I D 80'SS' Cuslem5 a 18.131-M1b +80. ,..a.. 16.131-ISI +m.o .1t0o Culom size 14131 -10I +W.O -11110 SOMest CI 14130 +80.0 -110.0 EOii 31.W +80.0 -110.0 cmlem aO 2001-31.93 +Mo -1to. SWHeN Pm4w 25794-MISO 48DO -1100 Calm She 24131-Zara +00.0 63' 2413 +'Do"So 0 Y0840O -0-1f10.0.0Cwtorso243 CuStain Sae N..131.teal. +SDP "as anvm Size 16.t31-1S13o +00 -110.0 SMlal 13.ta'-19.Oo +NO -IaO Eeii Hi 31W +80.0 -1100 att. Sao -Ilal .304W "I -1m0 Custan size 34dm-30130 so aloe IT StaMeN PIW 349M-34AS0 -W0 -11OD Cuatansae W131.as. +60.0 -no.D Galan sal 20131-3DIM +mo -1100 SMl®1 M194-28.130 4ap.0 .1fas Elaske 4It. 460.0 -ItoO M" Caftan Slze 30.Of -42492 400.0 -010.0 slaltlaN PmJev M.+M•-30.133 .ao.a -1t0.o -MINIMUM BASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EOUALLEG WINDOWS IS: BUCK HEIGHT- 4B.391 MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIPTO TIP HEIGHT-49.006 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP W NDOWS IS: BUCK HEIGHT-40.806 .090'SG 3'16'ANGIASS 3O L18'AGLASS LI M �{L 2'NOM. 8GLASS BITE la H GLASS TYPED 1LI8-NOM. GLASS STACK iir ..a J/I6-HS GLASS O9P SG a"'H GLASS e R'NOMSal GLASS BITE ]4 L GLASS lYPE 9 J Imo_ 1L GLASS STACK G116-NO ALK ITE EFrtPiO ar3 I GLASS TYPE 10 fl 5 GU155 TYPE 11 131161 131M.NOM f~ GUGS STACK F~ GUISSSTACK k0g.v or SGAIRSPACELASS 118'TP GIASS Y16'AN GLASS )4. S 1R-NOM.ga GLASS SIT >OOfl "5 13 GLASS TYPE 12 GLASS TYPE 1] 1Y18'NOMNVIVNOW GLASSSTACK GLASS STACK Yj/�(�'�� 09TSG AIRSPACE O90-SG _MI L11 ia'HS GLASS 3116'TP GLAS to"HSGLASS 1) TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I-FROMM"P TO TIP DIMENSION IN THE TABLETO DETERMINE THEWINDOWSIZE. 21 FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SIZE. 3) FOR RADIUS TOP WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITIAMIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITNE DESIGN PRESSURE OF+85 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. AN=ANNEALED TP=TEMPERED HS= HEAT STRENGTHENED tla LU 0 3 rasa ❑ � a O M N (YD p O � Q M J LL ZC, W O n I W ez5 UUd o v .e4 n fZ V x'a J 'a.V 'JMO a nE i dm g Z _ W j Lu O a ® ry W Z way. � w 6 Z m O F O J D- 0 LYNy ' P ; A LTNN MILLER, P.E. PE05BT05 ABLE 6' TABLE 60 1) TIP TO TIP DIMENSIONS SHOWN. FOR INTEGRAL MNAND EQUAL -LEG WNDOWS, SUBTRACT I- FROM THE TIPTO TIP DIMENSION IN THE TABLETO DETERMINE THE WINDOWSIZE. 1 x) FOR SIZES NOTSHOWN, ROUND UPTO THE NE%TAVAIIABLESIIE. 3) FOR RADIUS TOP WINDOWS, FINDTHE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINOOWWILL COMPLETELY FRIMTHIN. 4)WINOOWSWTHTHE LOWSILLOPRON ARE LIMITED TOAMAKIMUM POSITIVE DESIGN PRESSUREOF a65 PSF. NEGATIVE DESIGN PRESSURES ME UNAFFECTED. Anctlor0uanti0as Requir ed for 4pprosedisi AsaHIA lb Flom BrLk3C D.. I�LV�Io NO Miaal Oade Pmded C04tml C W.o It O 1, LD rN O OO K Z Lj eD e UUo o W v v� O pe 2 m B m TZ i[ 4 O m o alep 4 N 2 (7 _ j N Z_ J Q ap'I Y m y 0 Of Z 7 B W J m ¢ n O 0 Z Z Q 'asa0 •aa Q O O n Mo LL O N I»VS Q p m:m5 JL �.``pNY LYNN '.,. Q;' •.F: N0. 56706 — — *- O •'. A OF z•f(,�C !'1`�'•:F40RIDP,:' �i, SS�ONAL �NG``` 'II/IIII1++1` ALYNN MILLER. PE REM5B708 •MINIMUMSASH MINIM UM MINIM UM MINIMUM HEIGHT FOR SASH HEIGHT FOR SASH HEIGHTFOR SASH HEIGHTFOR FLANGED INTEGRAL FLANGED, INTEGRAL WINDOWS FIN AND RADIUS FIN AND IS: EQUAL TOPWINDOWS EQUAL TIPTOTP LEG LEG, HEIGHT-09d91 WINDOWS IS: RADIUSTOPWWDOWS IS: TIPTOTIPHEIGHT-69.006 BUCK HEIGHT IS: BUCK - 48.391 HEIGHT-d0.606 "TIIIOug M1f2me"Ins1a1a0on Vsln GlassTypes 1-7 P WIMn 1B" Rs' a]' ]T +P +S d9' SY118' vane S s h same 3 F� �fFY3iSX I.P.5 se � E � same Q •G same � & .lame y sam] BNIwn 3esM1 G�enflan0affi xd' EQtaRM1e 12dW 1 R 1 1 R 1 1 3 1 1 x x 1 x x 1 1 1 1 x 3 1 1 1 EpuHi10 16.BW 1 x 1 1 3 1 1 3 1 1 3 2 I 2 R 1 R 3 1 R R 1 3 1 ]I' SlarGaN Pmamx 12AC-tS983 3 3 1 2 3 1 3 3 1 2 2 3 R x x 3 3 2 2 3 3 3 3 2 slMnl 2<6d-R.99] 2 x 1 z R t x 1 1 3 x x z 2 R 2 R 3 3 3 3 x 3 3 EquaLLle t11.65x R x 1 3 z 1 3 3 1 3 3 1 R x R R R 3 3 3 3 3 x 3 SIBnbW ProAex is.9dd-tB.861 2 R 1 R R 1 x 3 1 x x x 2 2 3 R z 1 R R R R 1 3 IBAB' Grslwn siz0 161]1-ts.Bx3 R R+ R R 1 x 3 1 2 2 R R R 3 3 3 2 3 3 3 2 3 2 Gvlvn 14131-15.130 z x 1 2 2 1 3 3 1 R R 3 R R x 3 3 3 R x 3 3 3 3 slMest 1 aN-u.uo z z 1 z z 1 x x 1 1 x 2 z z z z z z R x Equa411b R2061 2 x 1 3 3 1 3 3 x x x 3 x 3 x R 3 3 x 3 3 3 2 M.131 .32.09] 2 R 1 z R i x 3 x x 2 3 R x x R R R R x x SlenEaN Pmiew 10.69+-R0.1]0 2 R 1 3 3 1 3 3 1 1 x R 2 x R 3 x 3 3 3 3 3 2 2 4S wslPn SIZE 10.131.10.503 3 3 1 R R 1 R 2 1 R x 3 3 2 2 1 x 1 3 R R R x 2 wzlan 5¢0 11131-Ifl1]0 z 3 1 R R 1 x 3 1 3 2 R z x x x R 3 3 3 3 3 3 3 Qwlmm Size 141Ji-Is.+]o x z+ z 2 1 z R 1 R x x z z x x z i z z z x x z SMd001 12de<-14.130 ] x 1] 1 3 R x J 2 3 3 2 1 3 2 2 J R R Epua41110 2+.80+ z R I R + 3 + 1 3 3 1 x x R R 3 3 3 2 3 x 3 wslan slze z1t31. za.963 z z I z + 2 R x z z z i i z x 2 1 z z z z ShJaN Pm'iew 3019d-TLI]0 3 3 1 R x 1 2 R+ x 3 2 2 2 z R R 3 3 x x R x 3 +ff Oman size 1B t]t-MiBJ R 3 1 x 2 1 2 3 1 1 2 3 R 3 2 3 x 2 2 3 2 2 2 1 CuSlan size 18.131-18.+30 3 2 I] 3 1] 1 1 J R 3 J 2 2 J 2 2] 2 2 J 2 R wnlom slxe 141]t-16.1]0 ] R 1 J x 1 3 2 1 a 2 2 J R R J R x 3 x 2 3 3 2 p 31roMs1 13.46d-14.IJ0 3 2 I J x 1] R 1 3 R x J x 3 J 2 R 3 1 2 J x x EQUYLIe xB.11i 1 2 I R R 1 3 3 1 3 2 2 1 2 R R R R x 2 3 3 3 3 pn+an sae x+a]t -1ST6 z x f R 3 t 2 x t R z z 1 z z z z 2 z 3 3 2 1 2 F SImWaN Pmiew R0844-x4.130 2 2 t x 3 1 3 3 1 2 2 2 2 3 2 R R R R x x x R 3 L Ni Lustem Blxe x0.1]1 -zn01] R 2 1 R R 1 x x 1 2 2 2 2 2 3 3 3 x 3 x R 3 x x cwlom s:e cusmm sae +nu+-zo+aa I&+JI-tJ+Jo s z a x l s t s x l x 1 a z 3 z l t] z z z a x a z z] z] z z z z a z a a z] z 3 z z z x Cwl Ia.tJl-f&1J0 3 3 1] 2 3 2 2 2 2] 1 2 3 x x] R 2 SMtea 12461-tI1J0 ] 2 1 3 1] 1 1 x a x 2] R 1 9 R 1] z 3 EeuaHil ]I.�1 2] 1 ] t z 8 1 3 J] 2 2 3 2 z] R 3] 3 rse x0.91-]1.963 ] J 1 1 J] 2 3 J 3] 3 3]] R 3 3 R BlantlaN PmAmr 35.7&-30.130 ] 1 1 J R t] 1 1 ] 2 1 ] z R a 2 2 J R 3 a 3 3 wsian size 39.1]f-3s.]83 J 3 1 a 2 t J R 1 J 3 3 3 2 2] R R J x x 3 3 2 m' wslan sl[e 120f -xd.lb ] R 1 J 3 1 ] x 1 J R x 3 3 2 a 2 2] 3 R] 1 z wslan Sae N.1]b Yl.l]0 J 3 1 J 2 t] R 1 J x 3 3 2 2] R R J 3 3 J 3 3 Cmlvn Sue 18.131-x0.+30 ] 3 1] 1 1 ] 3 1] 2 1 3 R R J 2 3 J 3 3] 3 2 Lin10m 51x0 181]1.10.1]0 ] R 1 J x 1] R 1] 1 R] R x J 2 2 J 2 x J R 2 3M1Oaes1 IJ.t9d'-18.00 4 3 1 4 1 1 4 2 1+ 2 3 d 2 1 + R R 4 R R 4 x 2 EOvaHib JBABd 3 J 1 3] 1] J 1 a 3 2] 3 3 3 J x J 3 x 3 J 3 wstan 51z0 JB.IJI -]BAm ] a 1]] 1]] 1] 3 R J 3 R J J 2]] 3]] R wslan She N.1]I-96.1]0 3 J 1] 3 1 3] 1 J] x 3 J 3]] z] 3 R J J R 3C slmtlarO Pmlew 3o s91-Ja.tJO a a 1] a t a J 1] 3 z a 3 R 3 3 z a J x a a i CuslZm sire 30.131.30.893 ]] 1 J J 1 J] 1]] R J 3 3 3 J 2 J J 2]] R Lullom Blze 18131-b1]0 ] J 1 J J 1 J] 1 J J R J 3 2] 3 3 3] R J] R sneden x6fw•-u.n0 + 1 1 a z f 4 x++ s x z 4 x z+ 3 z E4'�Hdil4 424w 3 d 1 3 d+] 4+ 3 a z 3+ x J a x a+ 3 a+ z BC walvn Sao ]l.IJ1-d2d6J ] 4 1 3+ 1] 4 1 J 9 2] 4 2]+ R] d 3 J+ 3 Slarlatl Plmiev 11191'-90.1]0 + J t+ 3 1+] 1 d 3 R d J R d 3 R 4 3 2 4] 1 GI e Description (Listed from Eatedor to Interior) 1 1'6-AN..09D' PVB, 1TB'AN 2 Y16' UG: 1I8' AN CAP, AIRSPACE, 1IB" AN, .09D' PVB, 1/B' AN 3 tY76"UG:tl6'TP CAP, AIRSPACE, 116'AN, .090'PVB, 116"AN 0 1/B" MS, .090" PVB, 1/B' HS B 3/16'AN, .090"PVB, G'16'AN 6 13116' UG: 3116' AN CAP, AIRSPACE, 7/6' AN..090' PVB, 1/B' AN 7 1Y16' LTG: 3I16' TP GIP, AIRSPACE. 1/B' AN, .090' PVB, 1/6' AN Anchor QuanBge3 Requlre0 for "Through-Frame"In3tallagen uSInq Glass Type. &15 Tp to llp Wei IV 2Y m- 3r a1" 4Y 0' S3-Ilr J.1, `2 £ E b jamb �` E A Jana [. aEL E R Q m Jeab as E2 2T ¢ 9 Jene K K E[ rs EQ Jame K `u E as, m Jamb eG 5 E QQ JvnE K K 2 rs S sa eWwn saall Deas"ion VGi»n Perge sass HNMI Range Bnl 21 EgWlt, 124U 1 2 1 1 2 1 1 2 t 1 2 2 1 R 2 1 2 x 1 2 2 1 2 2 EglWllla 15.904 1 2 1 1 3 1 1 2 1 I 3 2 1 2 2 1 2 2 1 2 2 1 2 2 31- Stei Pmdea 12994. 15.90] 2 2 1 2 2 1 2 2 1 2 2 2 R R 3 2 2 2 2 2 3 2 2 2 shzVM 1246d-12SO3 2 2 1 2 2 1 2 2 1 2 z 2 2 2 2 2 2 2 2 2 2 2 2 x Eci i1e 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 x 2 2 2 SIar4nE Frei 159N-19651 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3&YB' 0,11. Size IS.131-15.94] 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Luslom too 14131. 15.130 2 x 1 2 2 1 2 2 1 2 2 x 2 x 2 2 2 2 2 2 2 2 2 2 5lgeesl 12464-14.110 2 2 1 2 2 1 2 2 1 2 2 2 2 2 x 2 2 2 2 2 2 2 3 3 Egwlile T296e 2 2 1 2 2 1 2 R 1 2 2 2 2 2 2 2 2 2 3 3 2 2 3 2 Cullom See 'L0.131-2298J 2 2 1 2 2 1 2 2 1 2 3 2 2 2 2 2 2 2 2 J 2 2 3 2 SlandaN PioAea 18.394-M.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 z 2 2 3 2 3 2 3 2 4V Gushers size 18,131-IISO 2 2 1 3 2 1 2 2 1 2 2 2 2 2 2 2 2 z R 2 2 2 2 3 Capron She 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Callan size 14A31-1S130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 3 2 3 R 3 2 2 2 2] ShMesl s4sl-t4.130 3 2 1 3 2 1] 3 1 d 2 2 3 1 2 3 2 2 3 3 2 3 2 d Eguol-Ills 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Cui Site 22131.24.963 2 2 1 3 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 s�aVaN P. 20.194-22130 2 2 1 212 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 4V Cullen Size ISAM.20193 1 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 Cast. Size 16, 131. 18,130 3 2 1 J 2 1 3 x 1 3 R 2 3 2 2 3 2 2 3 2 2 9 2111 ] Ctosm Slze 14. 131.16.130 3 2 1] 2 1 3 2 1 3 2 2 a 2 2 3 2 2 3 2 33 2 3 f sloth l 12434-14.130 3 2 I 3 z I] 2 1 3 2 2 3 2 2 312 2 3 2 3 3 2 3 Egual4le 25M 2 2 1 2 1 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Cullen She 24.131-25..226 2 2 1 2 R 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 e 51atlmE Pmm 20.ed4. 24,130 2 2 1 2 2 1 2 2 1 3 2 x 2 2 2 2 3 2 2 3 2 2 3 3 F Cuslan See 20.131-20Us 2 2 1 2 R I 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 x 3 3 xiYd, Galen Size I9.131-'10.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 Cullen Sao 16.131. 16.130 ] 1 I 3 2 1 3 2 1 9 2 2 3 2 2] 2 2 3 2 3 3 2 3 Cos. Sze 14.131-16.1]0 3 2 1 3 2 1 3 3 I S 3 x 3 2 2 3 2 2 3 2 3 3 3 3 Slvlesl 1246d-14.130 ] 2 1 3 2 1 3 2 1 3 2 2 S x 2 3 2 R 3 2 3 3 2 3 EgtN44e ]1.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 J Walan sha 33.131-]1.96.1 3 3 I] J 1 3] 1 3 3 2 3] 2 3 3 2 J 3 3 3 4] staple Pmdew 35]Bd-2B.130 3 3 1 3 2 1 3 2 .1 3 2 3 3 3 2 3 3 2 3 3 3 3 3 3 Goshen Sue 241]t-]S.I9J 3 2 I] 2 1 3 2 1 3 2 R 3 3 2 3 3 1 3 3 3 3 3 J 6T Cessm Sue 22151-21.P0 3 2 1 3 2 1] 2 1 3 2 3 3 2 2 3 3 2 3 3 3 3 3 3 CmVI Sue 20.131-22130 ] 2 1 3 2 1 3 2 1 3 2 3 3 2 2 3 2 2 S 3 3 3 3 3 Dallas Size 16d31-W 130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 Cot. suo 10.131. Was 3 2 1 J 2 1 3 2 1 3 2 2 3 1 2 J 2 2 4 2 3 4 2 3 S..t III. a se 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 E,.141e MAIN! 3 3 1 3 J 1 3 3 1 3 3 2 3 3 2 3 4 2 3 1 3 3 4 3 Clot. slze 36.131 -35d63 ] J 1 3 3 1 3 9 1 3 3 2 3 3 2 3 4 2 3 4] 3 4 3 Cu11em Sue 34.131 .36.130 3 J 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 Fr Stai PmJeo shoot-34.IW 3 3 1 3 3 1 3 3 1 3 9 2 3 J 2 3 3 2 3 4 3 4 4 3 Casson Size 31131-30.Sea 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 312 4 3 3 414 3 Cus. She 26.131-93.130 3 3 1 3 3 f 3 3 1 3 3 x 3 3 2 4 3 2 4 J 3 4 4 3 SIMOaI 2B19P-28.130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 A 3 3 1 3 3 EewHka 42AU 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 1 3 3 5 3 N Corona Sae 3&131.42483 ] e 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 SIzard. Poi 3419P-19.130 4 3 1 4 3 1 4] 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 -MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT-49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS 13: BUCK HEIGHT -48.391 MINIMUM SASH HEIGHT FOR FLANGEO, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-49.806 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT-40.806 TARI F ]R' Glass Type Oettdptlan lLl6Ye41 f1om Eataderble[edoq B 31lVAN,.090'SG,3/16"AN 9 W16'HS..DW'SG, 3/16" HIS 10 13176" UGl UW AN CAP, AIRSPACE, U$' HS, .09P SG, 11W HS 11 1NIVLIG:1/6' AN CAP, AIRSPACE, W16'AN, WSG, W16-AN 12 13116-LIG: 118" TP CAP, AIRSPACE, 119" HS, .090" SG, 1/B" HS 13 1W18" LIG: 110" TP CAP, AIRSPACE, 3Ii6' AN, .09G' SG, 116" AN 14 1W16' LIG: 3116-AN CAP, AIRSPACE. 1/8- HS, A90' SG, 1I0" HS 16 1W16° LIG: 3116' TIP CAP. AIRSPACE, 1/3" HS, .090" SG, 118° HG HTIPTO TIP DIMENSIONS SHOWN. FOR INTEGRALFINANDEOUAL-LEG WINDOWS, SUBTRACT 1-FROM THE TIP TO TIP DIMENSION IN THETABLETO DETERMINE THE WINDOW SIZE 2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEXTAVAIIABLE SIZE 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WRHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSRNE DESIGN PRESSURE OF.65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. Z— re y � Cn y O NL o ❑ e- »o K Q DO Z Z W o eB � J uno�p .eN 0m0 H Z � W Z DO LL 5 N O x � m W J Z Z Z h+u Z Q !n � i o F INSTALLATION DETAILS FOR FLANGE FRAMES INSTALLATION OPTION 1 EDGEDISTANGEr ---7__ ANCHORED THROUGH FRAMEINTOZXWOOD FRAME OR O STRIP. Lr�l SEE NOTE 2, THISHISSHEET. I EMBED. MEW EDGE T- DISTANCE ; I FIXED VISIBLE LIGHT HEIGHT I TIP \'%Liu TO TP 03 a HEIGHT SASH VISIBLE LIGHT HEIGHT L EXTERIOR a ,B 1-WEEP 42 SEE TABLE NOTE B, FOR HEAD TYPE TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE.SEE TABLE B. DISTMCEPERSUBSTRAT SEETMUE,, L 3 USE EITHERLPTcI 1 WE SEP LATCH @ MIDSPANOR 2 BOTTOM LOCKS S OPTIONAL HIRISE SILL SHOWN. SEE SHEETIOFOR STANDARD SILL r1/4• MAX. SHIM I NO ANCHORS " REQUIRED IN " FLANGE OR ' EQUAL -LEG FRAME SILLS VERTICAL SECTION B-B INSTALLATION OPTION 21 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAMEAND IX DIRECRY INTO CONCREMCMU. BUCKSTRIP INTO CONCREMCMU. EMBEDMENT Sea NOTE 2, THIS SHEET. EMBEDMENT - �+- 114'MAX SHIM 1/4-MAX SHIM -�I �-- q I� SASH VISIBLE `I 17 I EDGE L. J I UGHTWIDTH 'I DISTANCE 79 I LGEHTVWIDTH I TIPTOTIPWIDTH EXT�ETRIOR HORIZONTAL SECTION A -A 'D Imo- 1I4'MN(. BRIM DADE APPROVED MULLION, MG COMPLIANTALUMINUMCTEEL FRAMWG PROPERTIES, TABLE B. INSTALLATION OPTION 4 ANCHORED THROUGH FRAME INTO METAL Anchor Substrate Mr. Edge Min, Embedment Dlstanca P.T. Southern Pine (SG-0.55) 9/16"' 1-318" #12 Steel, aluminum, 6063.T5 mn. 3f8" 0.063" 410 S r 3f8" 0.063" d, Gr. 33 mn. 318" 0.045" 18 Ga oncrete (rmn. 3.3 1" 1-3/4' 1/4" 410 S Ungro ,(ASTM G-90) 2-1/2" 1-1/4" CreaFle P.T. Southern Pine SG0.55) 1" 1-318" Concrete(nrin. 2.85 W) 1' 1-3/8' 1/4"Skel Ungrouted CMU, (ASTM C-90) 2-1/2", 1 1-114" Ultracon P.T. Southern Pine SG=0.55 1" 1 1.3f8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN.[AMSS. PANMEIDFIAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. I C)-UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. TYP.ANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRAM,SEE TABLE S. VISIBLE LIGHT FORMULAS: (SHOWN FOR HI -RISE SILL, SEE SHEET 9 FOR STANDARD BILL) WIDTH Q SASH S FIXED LIM: TIP TO TIP WIDTH .5.12- HEIGHTIEOUALiITE) TIP TO TIP H EIGHT2 - 3.73- HEIGHTIPROVIEV0 @FIXED LM: TIP TO TIP HEIGHT2. 3.T0' @SASH: TIP TO TIP HEGHT2-11.95 HEIGHT (CUSTOM SASH) @FIXED LIM: TIP TO TIP HEIGHT -SASH HEIGHT- 3,55- @SASH: SASH HE(GHT-4.6n' 1) USE ONLY SUBSTRATE-APPROPRU\TE ANCHORS LISTED ON TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE S. ALL WOOD BUCKS LESS THAN M W THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 14W THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. W Y m YY y O o_ $ S (GD -•+a L') N PL +lop w Q O O ip Z o ZLLb m!E UUd u e F W U Q 'JM1Ip >m Z o 2 O n 0 x O n ® Z Z N 0 N O 0 W w z D J A LYNN MILLER. PE. INSTALLATION OPTION 1 EDGE ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 2] FIXED VISIBLE LIGHT HEIGHT 1_ 14 43 BUCK HEIGHT SASH VISIBLE LIGHT HEIGHT EXTERIOR a EMBED- MENT EDGE I t DISTANCE SEETABLE /1 NOTE B, FOR HEAD TYPE TYP.ANCHORTYPE. EMBEDMEMWID EDGEDISTANCEPER SUBSTRATE.SEE TABLES. TYRANCHORTYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABLE& 46 3 USE1 SWEEPP LATCH OR MI09PAN OR 2 SOTTO/M LL/OCKS \ 42 SILL SHOWN. SEE 1-WEEP LOPTIONALHMSE SHEETIOFOR NOTCHAT STANDARDSILL. EACH ENO 114, MAX FSHBI NOANCHORS REQUIRED IN FLANGE OR r ,' EQUAL -LEG ` FRAMESILLS VERTICAL SECTION B-B INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP IWO CONCRETEICMU. SEE NOTE 2, THIS SHEET. EMBEDL EMBEDMENT r 114' MAX SHIM 1/4' MAX SHIM -+ I� SASH VISIBLE 17 IT LIGHT WIDTH EDGE DIBTANC 19 FIXEDVISIDLEDTH ° LIGHT WIDTH `I -I A ° BACK WIDTH EXTERIOR HORIZONTAL SECTION A -A v �-I 1/4•MAX- SHIM PROPERTIES. TABLES INSTALLATION EQUAL OPTION LEGIROX ANCHORED THROUGH FRAME FRAME INTO METAL SHOWN Anchor Substrate Mn. Edge Distance Mn. Embedrrenl P.T. Southern Pine (SG0.55) 9116' 1-30 #12 Steel, Aluminum, 6063-T5 nin. 3/8" 0.063" 18-8 or 410 SS Screw A36 Steel 3B" 0.063" Steel Stud, Gr. 331nin. 3/8" 0.045" 18 GB Concrete (min. 3.35 ksi) i" 1-314" 1/4" 410 SS Ungrouted CMU, (ASTM C-90) 2-112` 1-114" CreteFlex P.T. Southern Pine (SG=0.55) 1" 1-318" Concrete (Ren. 2.85 ksi) 1" 1-318" 1/4" Steel Ungrcuted CMU, (ASTM C-90) 2-1/2' 1.1/4" Ultracon P.T. Southern Pine (SG0.55) 1 1" 1-3/8" A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PAWHEIIIFlAT HEAD TYPE IS ALLOWABLE FOR ANCHORS IN THE HEAD. C) -UNGROIITED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES TYP.ANCHORTYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR HMSE SILL: SEE SHEET 9 FOR STANDARD SILL) WIDTH SASH 3 FIXED LITE: BUCK WIDTH -4.12- HEIGHT IEOUAL.LITEI BUCKHEIGHT2-3.23- HEIGHT(PROVIPM @FIXED LITE: BUCK HEIGHT2 ♦ 420' LSJSASH: BUCK HEIGHT2 -11 dT HEIGHT (CUSTOM SASH) ®FIXED LITE: BUCK HEIGHT - SASH HEIGHT -2.35" @SASH: SASH HEIGHT -4.60' 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOODS PER TABLE 0. ALL WOOD BUCKS LESS THAN 1 -IQ- THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPRONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 1-12-THICK OR GREATER. IX MD a BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. UJ _ ? o_ N .ae ON S 00 W O N i a,vR of O O 8 p z zo UUd oa Bc r F ow a a oZm V Z LD Z ZO O J 2 w hays X 6 a N W 0 D z J O O `LlUulu4//r CENS �.; No. SB]OS 0 '01VAL A LYNN MILLER, P£ INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE �-�- EMBEDMENT EDGE DISTANCE BUCK HEIGHT `1 FIXED VISIBLE LIGHT HEIGHT EXTERIOR 1"WEEP SASH VISIBLE LIGHT HEIGHT DISTANCE PER SUBSTRATE: SEE TABLE 9. (SCREW SHOWN) MAIL EMBEDMENT M I DISTANCE PER SUBS SEE TABLE 9. 1\ USE EffHER 1 SWEEPIATCH@ MIDSPAN OR 2 C BOTTOM LOCKS 2ST"WDSILL SHOWN.SEE 33 PREVIOUS SHEET B FOROPTIONAL HI -RISE SILL EDGE VERTICAL SECTION D-D 114' MA%SHIM FIXEDVISIBLE LIGHTWIDTH 1/4-MAX SASH VISIBLE LIGHTWIDTH BUCKWDTH HORIZONTAL SECTION C-C DADE APPROVED MULLION, FBC COMPLIANTALUMINUMSTEELFRAMING 114"MA0I. SHIM OR STEEL STUD. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLE 9. 610 OR #12 STEEL IB SELF -DRILLING SMS (GS). SEE TABLE 9. INSTALLATION OPTION 7 ANCHOREDTHROUGH �T INTEGRAL FIN IWO METAL Anchor Substrate Min. Edge Distance Min. Embedment 2-112's.113' Box Nall P.T. Southern Pine (SG=0.55) 5/16" 2.438 24IZ x .131" Common Nail P.T. Southern Pine (SG=0.55) 318' 2.438 2-U2" x .145" Roofing Nail P.T. Southern Pine (5121=0.55) 318" 2.438 2-10 x .145' Roofing Nail P.T. Southern Pine (SG=0.55) 3/B" 2.438 P.T. Southern Pine (SG=0.55) 1/2" 1.375 #10 Steel Tmsshead Scmw to #125teel, 18-8or410S5 screw 0.125" Aluminum, 6063-T5 min. 511V 0.125 0.050"A38Steel 5/16" 0.05 0.04 (18 Go) Steel Stud, Gn 33 min. 5/16" 0.045 A) MIN. OF 3 THREADS BEYOND 0 EDGE DISTANCE 1 TYP. ANCHOR 3EOMENTAND ER SUSSTRATI BLE 9. (NAIL SF VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARD SILL; SEE SHEETS T OR B FOR HI -RISE SILL) WIDTH Q SASH S FIXED LITE: BUCK WIDTH .4.1T HEIGHT MQUAL-LITE) BUCK HEIGI(FQ-3.23' HEIGHT(PROVIEIM @FIXED LITE: BUCK HEIGHlT2 . 428' QSASH: BUCK HEIGHTd -IlAr HEIGHT (CUSTOM SASH) @FIXED LITE: BUCK HEIGHT -SASH HEIGHT -2.5V ®SASH: BASH HEIGHT -C60- NOTES 1) USE ONLY SUBSTRATE-APPROPRWTE ANCHORS LISTED ON TABLE 9. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. MY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. 0 3 +a (DN aPo 0: Q O5 w w Z 0 J O W non I, no m =u R— d •9 W ou oe H'UIe u` Q Ono z m z Z O LL > O m I U rn ®N w C (0 x Z Z laays N LL O Z w � W O j f Q 2 +us as.o sauas '�i (30 LYNAI 41 No.58705 *G 9 iLt cirz : FSS�ONAL1S", ALYNNMILLERP.E zsso• 2.848• — 2.048• .062' 1.1 2.048' LEI 2.112„ 2724° .W2' .062• B8]' OFLANGEFRAMEHEAO OII DGHAL FIN FRAME OEOUAL LEG FRAME MEAD OFIANGE FRAME JAMB O FIANGE FRAMESILL 02 � V O EQUAL LEG FRAME BILL OINTEGRAL FIN FRAME SILL Z2]3' —�-I FLANGE FRAME SILL 0 HI -RISE 062" 2W OINTEGRAL FIN FRAME JAMB INTEGRALRNFRAME E1t SILL. HLRISE 2.M' — 062• 2i24" O EOUALLEGFRAMEJAMB EOUALLEGFRAME ° SILL HIRISE ,lip I SILICONE HOT�MELT BUTYL STRUCTURAL STRUCTURAL 3I18°NOM. 1 POLYISOSUTYLENE 1/4"NOM. 22I2" WITH SILICONE 2.211' /l{)J ((��p E 5' '«i2 DESICCANT FOAM0 2.150' UU 1235' DESICCANT JI A6Y y E%T. GLASS p GLA55 .OSY 1.300• � 1 1.300'�1LASS INT.Gry 5 SASH BOTTOM RAIL- 8KODISPACE4SGTPS T1 SUPER SPACER' WT M SASHTOPRAIL (DMEDMEETWGRAIL o HI -RISE 14 SASHBOTTOMRAIL 1T SASH SIDED UL :+ 1.445• Lam. II��.. r-- tsxz• --I - .040^ �.e]4' .ass" —� �.6n• 1 �A96' I 040 I .802' IIBI�(L�^�` 602' 802802" B02" .813" 070" 'Il�� .045" —�p� 1 .050" 14 HEADq CHOR '1I8A5H STOP COVER QIS BEAD se IGSNAPBFAO PB 5(I6•IAMIBEAD n ]N6'LAMIBEAD CO� ALUMINUM POLYISOBUTYLENE DESICCANTFILL REINFORC= SEAL 5/16"NOM. POLLFORMED SILICONESEAL BUTYLB STAINLESS STEEL DESICCANT FOAM E%T. GLABB E%T,GLISS INT. GLASS INT. GLASS T2 DURASEAL°SPACER TO %LEMGE-SPACER w > ✓i o >i _,tea o S ow w wop (7 N i K Q O m O' w vl W Z O 0-1O M1¢ Z U-a�o m� f 1 on Z W e u v Fe WW p a ✓�wp •JNp O> i N �Z Z (B Z LL O m W o ® w Z r N z j 0 C O z 5i J fL O J X iJ.. IYNN�/ LIGENSF'.e, -,, �OT •..-58T/ATO�ijJFD ((J. S o vAL IE"01 A LYNN MILLER. PE It pm PGT Parlp Descdpilon Material 1 M2001 I Head, Flange Alum. 8083-T6 2 624017 1 Head, Integral Fin Alum. 6063-16 3 624028 1 Head, Equal4eg Alum. 606YT 4 624004 Jamb, Flange Alum. 6063-T6 4A Jamb, Flange (Used For Alternate Radius Top Head) Alum. 601 5 624020 Jamb, Integral Fin Alum. 6063-76 5A Jamb, Integral Fin (Used For Altemete Radius Top Head) Alum. 6063T52 6 624031 Jamb, Equal -leg Alum. 6063-T8 SA Jamb, Equal -leg (Used For Alternate Radius Top Head) Alum. 606&T52 7 624002 Sill, Flange Alum, 6063-16 8 624918 Sill, Integral Fin Alum. 6063-M 9 624029 Sill, Equal -leg Alum. 6064T8 10 624003 Sill, Hi -Rise, Flange Alum. 6063-TB 11 624019 Sill, Hi -Rise, Integral Fin Alum, 6063-T6 12 1 624030 ISill. HI -Rise, Equal -leg Alum. 606ST6 [13 624006 Sash Top Rail AIum.6W5A-T61 14 624005 Fixed Meeting Fall Alum. 6005A-T61 15 624012 Sash Bottom Rail - Hi -Rise Alum, 6063-T6 i5 624068 Sash Bottom Rail AIum.6W3-T6 17 624007 Sash Side Rail Alum. 6063-T6 18 624051 Head Anchor Corer Alum. 6063-T6 19 624015 Sash Slop Alum. 8063T6 25A 624009 IS Bead Alum. 6083-T5 258 624011 IG Snap Bead Alum, 6063-T5 26 624013 5116" taml Beading Alum. 6063-T6 27 624026 7116" Lami Beading Alum. 6063T6 W 61P247 Glazing Bead Bdb VinylforN24023 Vinyl _311 8TP248 Glazing Bead, Bulb Vinyl for#524009 & M624011 Vinyl 32 724048 Sweep Latch to Top Rail) Cast Onc 33 624049 Bottom Latch (Q Sill) Alum. 6 663-TO 34 Setting Block (118" X 1l2" X4") Neoprene SEA IG Salting Black (1I8" X314" X4") Neoprene 35B 724014 IG Snap Selling Block Vinyl 38 1 734044 lbounin Rail Weatherstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top Rail Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Pdyethylene 41 724063 Meeting Rail Gasket Polyethylene 42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weatherstrip, .27W x .187', Fin Seal (@ MR) 44 67S16G Weatherstrip,. 170" X.270", Fin Seal (Q Sash Side Rail) 45 Wealhelslnp, .170" X dBT, Fin Seal (@ Top Sash Rail) 46 lades Balance with Corer B Trim Rigid Vinyl 57 781PSGX k8 X 1" PH BMS (Assembly) Stainless Steel 55 78NAA N8 X 3I4" Ph. PN SMS (Balance) Stainless Steel 63 Alum. Screen with Fiberglass Mesh Vanes 70 - Kommerling Kod space 4SG TIPS See Sheet 71 - Cuanex Super Spacer nXr 10Ier 72 Cuanex Oumseal Spacer Materials 73 CardinaIXL Edge Spacer 74 Dow 791, 899 or GE 77W Backbedding Silicone JAMB NOTES: 1) ALL CORNERS TO USE GASKET fN010R SEALANT. 21 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAME TYPES SIMILAR). JAMB FIXED MEETING RAIL SASH BOTTOM RAIL INTERIOR lcn TABLE 10: MATERIAL PROPERTIES USED unaer.F ner n II emnua Material Min. Fr Min. F, Steel Screw Nkill 12Ukal I" So raw Sokill 95 kill 410 Screw 90 Iasi 110 ksi Elco UllraCaND 410 SS Elco CraWRI 155 kill 127.4 kill 17loi 189.7 all 6063-TS Aluminum 16 kai 22 ksi A36 Steel 36 kill 58 kai Or. 33 Steel SlW 33 ksi 45 kill as y W v o tt O o an 'UN z� atop K Q Om _w Q Z O Z ZLLe W W O n SU oa d e n Fe2 as Ea W Ju 'oN 0.1 _ N z V r~Y3 ZN LL O S H ®N w O � � la+y Z N Lu Z � 0 U w No J O * No. 58705 a gi SAT OF A LYNN Florida Building Code Online Page 1 of 2 I EMS Home Log In i User Registration Hot Topics Submit Surcharge Sons & Facts 1 Publications contact Us BOS Site Map Links Search dbb ;z ';° Product Approval L 1, g USER: Public user Product Approval Menu> DI nr Aoogcetion Search> Ica s>ApplloE 111 r�0 J FL # FL261-Rll L� AN/NFD B Application Type Revision St. C J Code Version 2017 uC/e C' °Unty Application Status Approved *A by DBPR. Approvals by DBPR shall be reviewed and ratified by t e POC and/or the Commission if necessary. Comments Archived J Product Manufacturer PGT Ii60100 ;L34275 Address/Phone/Email 1070 rive North Ext 22318 druark@pgtindustries.com Authorized Signature lens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext2I140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category ECertificat! Subcategory ).rk Compliance Method Listing Certification Agency Miami -Dade BODO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 FILE yeppar�_ C ("Tqq Equivalence of Product Standards y Certified By CODE FOR Product Approval Method Method l Option CODE COMPLIANCE. Date Submitted 11/15/2017 ST. LUCIE A✓'✓e/UNT Date Validated 12/05/2017®66../0^D Date Pending FBC Approval Date Approved 12/09/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtbIFA... 11 /22/2019 Florida Building Code Online Page 2 of 2 2 Summary of Product TI FL # M del, Number or Name escription 261.1 ullions for All Doors and Windows luminum Mullions Limits of Use Certi 'oatk ency Certificate Approved for a In HV Z: Yes F 61 fill C CA 63001. df Approved for use utside VHZ: Yes ua I y-Assurance Con ct Expiration Date Impact Resistant: Ye 05/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Accep an a FL261 fill II 17063001.odf (NOA) for product performance information, and mullio c ip Verified By: Miami -Dade BCC - CER anchorage details. Created by Independent Thi Party: Evaluation Reports Created by Independen hird Party: ¢ark nest Conte :: 2601 Blair Stone Road. Tallahassee Fr 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CoovdaM1t 2007-7013 State of Flodtla.:: Pdvaty Statement :: Aeressibility Statement :: Refund Statement godtla law, email addresses are public records. If you do not want your e-mail address released in response to a public-reconls request, do not send electronic 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 undo Statutes, eRed ive October 1, 2012, licensees licensed under Chapter 455, F.S. must provide We Department with an email address If they have one. The arovitled 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, 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 dick hem Product Approval Accepts: no Credit Card Safe https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquaucolwmuGtbIFA... 11/22/2019 M IAMI•DADE MIAMI-DADS COUNTY m " PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/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 (AID). This NOA shall*not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or s to meet the requirements ofthe-a ng code. This product is approve as described herein, and has been designed to comply with the lorida Building Code, including e High Velocity Hurricane Zone. Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I. APPROVAL D UMENT: Drawing No. 6300JR, titled "Impact —Resistant Aluminun tube Mullions", sheets 1 through 2 repared by manufacturer, dated 0 , with revision C dated 06119117, signed and sealed by An on earn.- 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. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. 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# 16-0218.03 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. 17-0630.01 MIAMtDADE COUNTY „,. Expiration Date: May 26, 2 1 'i7 pproval Date: November 09, 20�7 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0819. 05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS I. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.10-0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014) and with FBC 611 Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE I. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-51 Edition (2014) and FBC-6' Edition (20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 16-0218.03, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on 04/14/16 and expiring on 05/26/21. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0630.01 Expiration Date: May 26, 2021 Approval Date: November 09, 2017 E-2 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS GFl URE 1: MULTIPLE MULLIONS SFELETMS / AT -RUG: 5„EETS3d 1 / '--� sseDETAAs M4.GM: a SHEE19b1 DETABSSHOWN W ADOMON FORTHE DU W BE CKSIFUSED, CFNEMLNOIES_..--1 MUST BE ANOHOREU HHUPERLr IJ Ilwnarcn wnw..,.,....... ....�---•-•.---. ---- EAND NUMBER MVE BEENTESTED ASR FREEDATING'AND DO NOT NEED TO BE DIREECTLYATTACHEDOE TO THEM MNWFS-0UTUTSTIALL NOT HAVEA GAP OF MORE THAN IW FROM THECUP. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE INWIS PNWOR EVALUARCNSTHHEE 1.6 LOAD DURATIONFAFACTOR WAS USED FORTHE EVALWTON OFW000 SCREWS QED 4) PROPER SEAUNG OF ENTIRE ASSEMBLY IS THE HESPONSSILRY OF OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS .,..... ... emATInu PRllDllQfs TOOEfERMINE PRESSURESAND 1SEEGETAAE ANCHORAGEFORTHECOMNHN4MULLION,SEESUPLESONTHISSNEETANDSHEEF24.FORMMLn UNIIsWNetUrt ATIXU G; ONLYTWO ADJACENT UNITS ATA TIME WHEN USING THE DESIGN PRESSUREAND ANCHORAOETABlES.THELOWEST DESIGN / sMEETs z.1 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 4P NI G I'T b)WHEN FINDING YOUR 512E IN THE MULLION TABLES, PIWAYS ROUNDUP TO WE NEKTEMBHOWN ON THETABLE(B) FM See4sixLR� . 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST OLL BE ANCHORED PROPERiYTO TRANSFER sMEET3 AS APPROPR TE FOR STO HE STRUCTURE ANCHORS B13 COATED OR EDROSION RESISTANT SUBSTRATE MATERU 01SSVdI MATERIALS SHA-LBE PROTECTEDAS REQUIREDTO PREVENT REACTIONS. FF, W cN BIREFERENCE: TEST REPORTS: FT60443; ELCO ULTRAWN/AGGREGATOR NONE p„Gwttsw r gEaFYIriYPE CODE AND AND PPCLIPS OVEDHAVE FOR IMPACIGNEDd TESTFINIMPA T COMPLYIN11ITH MULLIONS REQUIREMENTS OF BE WITH ILOING CODE ANO ED ENES7 XTICN PRODUCTS VINO CURRENT ALICATIONS. MULLIONS ARE ONLY TO BE USED WITH uAwFALTIFa° POT-PPPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. GrP4T. �-- �- 10)MULLIONSAREINCOMPLIANCEFORUSEINTHEFNIQ. 111 OUANTTTY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY LS UNUMREC PROVIDED THAT THE WAN AND OPENING �NOWZdYTPl AIL A'G•4 H: MULL 51�ETeN WIOTWI�IGMOF EACX INDIVIOUALMULLIDN LOMPLIE9 WRHTHE REQUIREMENTBOFTMG N00. .WTH —III—MCIULNfTN MAL l[NG1X INSTRUCTIONS: DETERMPIETHE DESIGN PREBBURE REQUIREMENT (LSSIHT') FOR THE OPENING USING THE ABCE•T STANOARD. ADDITIONAL FXAMPLFSOFMUL CO FGURKR --ppEInIu4Vin --P4R¢NJLLLENGM—I 2) DOSE A MULLION TYPETHAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRANS DEPTH. 3)R ftTO SHEET 25 TODETERMINE IF THE WINO LOADING iS'RECTANGULAR'ORTWANGUNPRRAPFZOIDAL'. r WEMNG r 4)FIN THE CHOSEN MUWWS MULLION CPPACITY(LBSIFPI FROM TABLES to THROUGH MBA, ON SHEETSS THROUGH2O RESPECTNELY,USING HEGHT THE M LLICN TYPE LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLYOR HDRRCNTALLY). THE FOR vsMr. MULLI CAPACITY OBTAINEDSHALLMEETOREXCEED THE DESIGN PRES LIRE REWIREMEM (LBSRR')F00. THE OPENING OBTAIN® L L L 61F M HE 9AME TABLE USED INS EP 4)ABOVE,FWD NE VAWEIN THE NEM COLUMN ANCHOR LAPACT REWIREDI BSL THIS VA UE I RE ESENTSTHE WINDLOAD TRANSFERREOTO THE SUBSTRATE BY THEANCHORS AND MUST BE METTO ATTAIN THE FULL MUWON CA➢ACITY. SINGLEMULLION SINGLEMUW FOR ru MtU I FRDMTHEANCHORCAPACITYRDSITABLE ON WE SAME SHEETAND USING YOUR ACNALSUBSTRATECONCTRON(MULTPLE _ _.. _..�. •e,runeic�lReme'Tuaul:XnR.CLIP PATTERN MAYAPPLY) SELEDTANANCHOR QJP PAT(ERN ANO VERIFY THATTHE REQUIPFDANCHOR iii �1I1 / In x O Z I G ¢ W 2 Z H a H L J� tlC� o W w Q 7 Z O Re N � if0� PRODUCT REVISED plYYIP9 wIM No Flet10a 6uiltling C40G xoA-No. 17.0830.01 rvn.c•��rw m. NG. SBTOS ' '16EECMRBSFGu0w0DETA4S MULTIPLEMULLIONS'I)IFTHEMUWONCAPAORYTLBClFF10BTAINEDWTHE TADIE IS HIGHERTHAN TNEDESIGN PRESSURE REQUIREMENT(LDSIFT'1 FOR THE _* ?* I" FFDMFIGuREIABOVE OPENING, YOU MAY USETHE•ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAINTNE LOWERANCHOR CAPACITY REQUIRED. WITIITHIS COOES/STANDARDS USED; VALUE A LOWER ANCHOR QAPACITYOPTION MAYBESELECTEDFORWESAMESUBSTRATE %p0 '•. ATE o Y°uJ F LORIDA BUILDING CODE IIFBC.STH EDITNN 8) VERIFY THE DESIGN PRESSURE RATING(LESIP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLIONLORIOA BUIIDWG WOE(FBC�, EW EDITION ,AC"RBEIFP) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALLAPPLY MR WE WIREMUI,, FENESTRATION �(•'• PLORID?.FdPA N08-20IE FOR WOOD COM EDITIONPRODUCTASSEMBLY.WUM DESIGN MANUAL ADM-2015 O00.12 B) HIGHLIGHT OPTION USm AND TABLE VALUES USED IN A SPECIFICAPPUI MONWHEN USINGTHIS NOATO APPLY FORA PERMIT.SG10 FL P.E.# 58705 DETAIL B: M $ DETAILA: MBLuox Tn.ANaoaS >x MULLION TO 2X WOOD BUCK MULLION ATTACHED TO Bucx ex PFRBUBSIRATE, OR WOOD FRAMING WOOOBUCKANDMAS RY ATTAWI° sm SESTASB=S lens d (OFFSET CLIP SHOWN) (STANDARD CLIPS ) geroTmei n {. ZO W MIN2A I� "L EyGE uuµll = ET¢RI I 2-m FW. E TFE <'. VI fANC0. €\Ga CMU "SEE SEE TABIE9 6 N STM'UMt EDGEITSfN10E 1&1J0 li & CfFSEtMNl a EDGE e cus xE.mm. IL25BMex FOa a , FGRA aw, W wH NiTAU-S,9Y nnG SIDE VIEW Tla. zr 0d,ALLMIRu(Tls EITXFATY£ z E F .^ a sawN+0 ] U _ WP6NYFE � IY - O IN6TAt1ID0Y ') 2 °G• a EXTERIOR TIY6 EXt Z d h d 019tPmFd Z _ ' •- FM GR m i F_ Z O Q N b ° e VM4VRV a U' 1¢- r tlz tO t0 " TIR OW6[rtllV6./1YVF]IDm W0.IimViMNEGWEXTERIORDOws,aur NAr¢ U5E0F6 ®FNAETWES. I' euw'IwP--LCB.15S EA9mMFM A1d1 T m AEM BTO11Ea3 SEE NOTE I. 6HEST 1. ' SIDE VIEW FRONT VIEW INSTALLATION NOTES 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WA DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THETABLES ON THE FOLLOWING SHEETS. FOR DETAILS AD, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHFAD, HEAHEAD OR FLATHEAD. 4) WOOD SUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAIWAOE CDUN . USE ONLY MWMHUADE COUNTY APPROVED BLCO ULTRACON OR ELDO IM S.S. AGGREGATOR MASONRY ANCHORS MN2iImICONfAETEORfAN FROM VIEW PRODUCTREVISED as cc nBlCPdowltM1 lM10 ilonda No"o. 17.063D.01 B pi. LPR Date OSM62021 By Mluml Protlu[l Lontro .I I I1111111 ry1 ; ` ON N. 587 �2 K- t �'AySoOIN1AItEN�`� A. LYNN�iLt ER. P.E. I DETAIL E: A -y 1zrMFL MULLION TO MULLION DETAIL C: INTERSECTION NOTES: r I MULLION DIRECTLY ATTACHED TO (UCLIP) 1) MAY BE MASONRYSTRUCTURE INTERSECTIONS. NTEE'OR'CRO55' S �d (STANDARD CLIP SHOWN) v es �itl 2)MAY BE INSTALLED HORIZONTALLY � I (SHOWN)OR VERTICALLY. I EITXH9TNE i FFA SLBSIR>iE. S)SBEU-0.PDRAWWGS,BHEEJS21-ZI $8 kU y-iprypggpoN I '� FOR LORREGPONDMGMNLLION. Z fm3 �jj TOP VIEW MuwoN O CDPM,VUPP EWEpISxN1G _ INSiN3F➢SV II I'Y+ FO<i WSpIIIiV VNUESr— J N T11SM£INW 1 •I MCNGRS FIx 59E66CRE145. � a. ' I 1 al $E1FDR6NNS B0.PPEiRLL � � . I I \\�BRFl11TFlo V5ESA5 D. W O f a+ a E EXTERIOR a mEOFFSErcISLs z = �'j� L' F➢GEBLtt IECP.CE1Ld7ttW / ''� Vl 7 � �L—'1-. M/5CKK FWFMIgG. LIMEI6ECIION \�� ,J NCNB18 + 4NN0 Eusom" ULLIP I Z AISBaFUSm WR G JJ N omEa Nua+Er9ves, EXTERIOR 4 2 ]YP..0 O ' Z Z suemR+re. ._ a. e y F sEErFelEsle-Isa Tn.nxwd9 sazseErsaa / PEx9USSIPAIE HGIE LOCN S a Wc� IP l,. .L 3To-IB i FRONTVIEW PrsTAvw SEEi PITMNMEM 0 F'- f9 bN BY=E0.B, t. SEENBRI. 0 E.SIFETI. ..-.. +:. BIG- ZOO YO ETµnB�tEG SIDE VIEW 8 MIx 21 M9 CONCF6160RPN xON1rI451BIXJLRETE cw 1&19B ✓t, 3l.' FRONTVI SIDEVIEW DETAIL PRODUCT REVISED MULLION ATTACHED TO B P1r.au the Florida STEELSTUD BulialnB e (STANDARD CLIP SHOWN) 1ncO8c3n.09 n79 INSTALLATION NOTES: 1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO. 2) QUANTITY OFANCHORS AND MULLION SQE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ONLY. EECAUSE THEANCHOR CAPACRY IS EARED PARTLY ON THEANCHOR TO ANCHOR DISTANCE, THE CORRECTOUARRVAND LOCATION OFANCHORS MUST BE FOLLOWED, REFERTO DIETABLESON THE FOLLOWING SHEETS. FOR DEIWUSA-D, EITHERTHE STANDARD OROFFSETCUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHPU9 OR FLATHEAD. A) WOOD BUCNS ME OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMM9ADE COUNTY APPROVED ELM ULTRACON OR ELC01/A' S.S. AGGREGATOR MASONRY ANCHORS. I FRONTVIEW EXTERIOR I NOTES: 1) FOR 2X WOOD-BACI(ED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5410, FOR QUANTITY OF SCREWS SIDE VIEW. DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) SEEOETARSA S S2INa3 MR WVAT TOWKIRCSIHRR = if .EXTERIOR IMO WOW, STEfl, AWM.LNUORAUSONW NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FORTHE BAY OR 1.2VX2.11'X.12S MULON. 2) SEETABLES 19-13S FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE LOCATIONS. 3)THEM CLIP IS NOTSUDABLE FORTHISAPPLICATION. DETAILG: ANGLE MULLION CLIP (ANGLE CLIP) DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) ipts iiiiiiiiii ' © NOTES FOR INSTALLATION OPFION O 3 R 1) USE2 ANGLE CLIPS PER MUWON END. CLIPS MUSTSE INSERTED INSIDEOF MULLION. 2) DEFAILG SEETABLES 11 -1413 FORANCHOR QUANTTRESAND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TAELES 1SE OR 163 FORANCHOR QUANTRIES AND SHEET 22 FOR HOLE LOCATIONS,. PRODUCT REVISED mplyeng wim NO Fiorltla e�lielay C CC 17-0630.01 xoa-xo. expinuon oatro a5—�6/an02n1 By Mlam - �. No. 58785 T••, ATE P �,� �� 'iSZONAI'Ea1N1�� A L{'NNlvn! FL P.E.N 58705 TABLE 1A Mal„a c fl Table OPanhIB NPtlT (bfMira9ysparrifq mkdrora) IMOpmY1B Hd,M(torlDAml6HsPDN19 PoN 1mN 4Mn0 I"a", latln0 Lmanl mait.) fAh LwMO tmin9 ]ON SOF ImenO bm4g AN laSmO mdn0 e0F en0 Left, 110h L<ealn0 Iee YIB 1mh uto,111 Mum.rtAelO.132A.1$5tlnB R2- 1 11 31 A Tu ISF 5 ]L 1Y B13 e2t we ]I2 Ved RI IN E2 mD S1S we ]R Im.e QL0 EI Ne BPB 46e ace 312 NU W ]tB 3U mit ALL bB 313 tw.a wA )Is xU SSA 91.1 Im ]I] fa.o e1.0 ]1s 3U ws ]l] Im ]4 m. mL ]ts 2N ]9.1 'A.1 4oe ]12 tw.0 m.0 319 3U N. 131 4m ]I2 Ia.O 81.0 '1NW11,111 NB m6EFe 2M P.3 MI eld 22] ISB 281 SS) 221 ]p.0 M1 531 3E ]S.5 211 W.1 2ID ]1.B 2el 40] 31B ID.B 101 19] 319 RI SI 4B3 211 MA IQ 41) 09 w1n ]31 4]A bl 49.8 Xlt T.6 24] u.e 19, V., 34T 418 tm P9.x u) ]9A fw 8) 3!i ]61 193 11A rsR ]11 tW Q. xA ]e.t lm tea x> ]41 fB] H mF )A1 3W 41.3 1]0 ]2.0 AS WA tm 'PA 3N JIA 1e] 240 tm NIS tW 21.) ]m x/.1 IS, 10] 2m ]SB 15) 180 2w 250 7. em. RI tel ]i] fY 9.e 1]1 BB] IQ 2]] 1.1 .1 NB M.) tM 24.5 10 111 tm SLO 1U 18.e 111 ]1.] 10 .T 66F IIe T 308 1a3 34.1 fm .1 IN 20A tei 311 1M 110 m5 $IA 1]1 RF E2 1. .3 1" 1-5 19 19' 112 tee 1]B Ile 11fi ]eN 11.0 ID tO.T 10B 1S.) 125 ;u I" Rh n.e I, 1A? tw TABLE IS AnOM1U a Tabb s SWvae 21t WmIM. 13k(Gm. IIVM+gtU F9eetlN FTN'W] Neal 5'IB'IXo 1N'95FUa G19'Eko 1M'99 Fka mO Sleel BRBktl at$mcY 'M'AvTy[Y LiC E]comOvom V{•Flee UNYT MPwm 91V IXa Ubvon IN'EGOUMcm AapnGNa J.- Agnaamr Be.M IG515cm/IC]I BnH1G31 pndlarDlp Pattema I' SI? }VS' 1• ?IR' 1• 15? Y YIIC T 1N' Ofil• 3.]N' Eq Orlerca(G} 1' 21/1' S 1-VP 1-I N' 4V{' 1-1M 1-1N' SdK Y li'9' S2 'eIGS EmBvwunanl WP ' 13V- W{' 1�V{• baM 2maa 151 Gf 140Pe ]]4� W4NI BwA MIM N2 Ne $AlHbn ®4.)SMIn.O.ClemgNmaMO0ff45} ],Tb ]91 L4 {m PA 1]Ae IMIb WA WA WA E11Ge M. NAn I. IMrIN®1.ISNF.O.0 IfiGMaalal03]Nlgk Rk. $k IWM 1m Ob WA WA WA WA A. Swbe WA WA 1�Ib e0$F+ ®]W 11A Ba {Arclm ®]'mn O.C.IQILIMpN pm IRO. ]i in G2 im0e 1POBA 1'AOM 14"9ae Smb WA 1WN9 TUb 093M WA R]Ib SMLAoa G0A5'Muv O.C.I1WIp Into .Il4 Alum.lip.4k WA WA WA WA WA WA WA WP WA WA XIA WA WA na we uum 9aolm f Ar, m3Faptm.3e Imn. feslse aslm uslee 'sa m. umo. vo m. miu Brom. mnr. mlm mw.1 $gmmn®1.15'Gen. O.CJFO'q 6b.3k a4a0e ]b415 WA WA WA WA 1Wb WA WA WA WA WA ]II65 N3W m01E. NOTE FORTIiE OFFSET CLIP, U5ETHESAME FIGURE I: FIGURE$: FIGURES : ® ® • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE{: FIGURES: FIGURER: O • • TABLENOTES: 1) GEE SHEET FOR INSTRUCRDNS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADWG. SEES IS21-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE 3) MUWON AND MUWON CLIPS SHOWN ARE NOT TO SCALE. FOR EKAOT DMaSMNS, SEE SHEETS 2141 HOLES TO BE DRILLED IN THE FIELD FOLLOWING I) MENSIONAL RESTRICRONS SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTED, APPRO90SMTE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI3G1 SPECIFICATIONS. HOLLOW AND GROUT-FRIID CONCRETE BLOCK UND (CMU) SHALL CONFORM TO ASTM ORB. WOOD SHALL BE PRESSURETREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.59. ALUMINUM SHALL BE 6GS3,T5 AND BE A MWIMUM OF .12V THICK STEEL STUDS TO SE A MINIMUM GRADE 31AND M' MCK08 GAUGE). STRUCTURALSTEELTO BEAT THE WAIFS Al- N o 1NDA3B. ALLPNCHORS PRO MAYBES EE F%TENDAT LEAST SSGf3EW THREADS BEYOND THE NATERIPL mD SFI2ANCHORS INTO WOOD MAY BE STEEL 168 S.S.OR410 S.S. PRODUCT REVISED enlimnell -1. m. Floaaa Now-Nn. 17-0630.011 Expiration Date 0512612021 ey Mlam' PrOeuel Contro *,r ^ Ne.58705 TABLE 2A MaaonG ac Table slits Opening WIdN Qor'aNaN•sp6MIg RNGmis) or Oponlag Heght Qarw aia%apaMrq IlvOaiWl twit ReclnpWY 5011 mpTaa¢ I+enlelpuFar damw Wm TIaPTAaN. Recmng+ler min imrtazq_ ReM16Nv aaa 1mGiNry t'.. T ,aTamp. t 'm Rt.raak, LmtlIN 1Gla inpTMnB ImYNO RSImWIaz ImAOY inpTlep InvGIM flenenpuln R. Win V T WlAvrq. Lwaar Retlery'der lo-snv 1WP imPllury. LapNB a PalwP+l.1 Uatllre 12Ix8T6 Ala.. Tuba Maaen LeF'In3 fig• LwAp BeB n Ia. Lla Lm111p Lcv4q 5 LaolA W<la gg �3a Of T 8 3� Ixa rmB em na.5 A35 t51.J 6n npp De +sa em Imo Aa w.e 64 lm.n fife 1me wi W. sn WB . IWa 517 lea Sm 1Wa en eaa � IWB 517 ]PJ fin1 no em 60 +We W! m am le In R1.6 6W tM0 NB 1m.1 em Piet a10 m.9 SOi t0S1 <oJ ia! m) -Ti- 102o a99 e1D eW BB.e 91 av0 WI %.0 19e 6a1 eoa Wo ]e6 IJI 3.0 m1 ILL 88.0 B00 9-0 324 W.n m Wm9m Im Illn 31e 61 •Im 000 ]11 741 Im m.0 aW le ST. dW IF 1 I50 800 am 13] Im ILL 0n.0 610 ]W 9 W LB 231 LL e1B ] Vm 051 ILL a x R I ertB ea 0W b6! tl910 51 m.aN6 1< Jt ]50 05RBLJ1 fA5 N9 19 S WF W] 41 4B L!IB4L bf 90 4le S 612Em E9 ]91 MB 9a 6 86 Af 4.1 2L ]ne ba a31 24 b.1 9i us90 I +B2 1 91 1 !le 2T t6e RN E0 31J W F WB 91 fa.d 'dl NB S! e43 2M ]n1 J]I 1& 0.0 T.9 211 PLI 9.2 2W 3e1 21e 2!0 Xd 119 215 24d Rm 9.0 2 13 tR9 2m 2n0 210 1fl1 E8 21.1 SW tl6 2m D.1 WF KB To :m IBe 'dr.0 90 1. Ra Me ?m 1I6 Ra R2 225 1J1 2F1 .29 =1 261 1m 2 6 ES 2S6 1W 10.0 225 =5 10 100 Zb 9.t 100 '130 Ytl N.3 ttl DO 95 19A lm 11.3 ES IBA Im Ttp ZE Z. Srt fm 21.8 2% 92 Ala 19.2 IDa N6 11.0 ]O2 11.1 18fi IIA i51 IB] 12e 1% te.1 'ID 109 M 10.9 im AS 9tn 11.0 1W mh Tfi In 2" 2Pf 16! M.e ILL -TM- F5l 1m 2a2 10 'Ra iW 11.> Im 19.> 1m I &T 1.fe.1 16t 11] le] 16e 159 t1.B 19 IS2 In %, 1aa 16< 1m 9.B te2 113 ILL WM 1e6 1N 18 DO ISd 1N 1fl1 11B mm 1" In 13e 11] . euruno nnnlfRY GRIIIG TABLE 2B ABC'prca a Table OW X[IMaAI RNG1N Pi NWri Mew S.Mk' 2IY Wunn 4fnn.3 ild'66 FPo dIeE l ll1'69 File TOSM FIS 61etl H]BYtl � Snd•Fbeto- 1/d'Ekeleecm y1PElm Wmm� YIO'EIm UFsm 1N'Foo Ntrmm ApeGafq atr�dll Appvppr 6olen l6El6[:wlGfl ARChtlr Clip PuMme b1? }iR' 1' R-iR' 1' 21R' Y 1VB• 1' EEpe 01eW0e Bn1 1' blrY .1• 1' 1-I N' 1db' I11 I4 Mle' Ulf L]IB• ,Ulm EmktlTm1101 1d11' 13'P hYY ldld' id10v 1i0W 1m IM 35e IEv 11p 1m 541b 3741. We, I Bm IM NIIN N11b IfiON RMNPa®1.15'Mm. O.G/Sbr'uNwCFaol dplFk1. 15 9W ILL ]B06e YON W� WA WA WA WA WA mRl6e ml Pn If9M1 I Axhn G1.15'Mh QGl6MIAN WaavYOPIFlS.11 dm dv Sm Df WA WA WA WA ]Amy lmm TNISe emm lmzm mz my emlm fwn. •Aimlm Oran.aca W2wamnmw/IFc. JY zm me im a. Non 1]mY. +emd lmba sw m. wA WA WA WA WA WP 1166 SMcMBn15•Mv0.CILLap p (Fm It WA WA WA WA WA WA WA W0. WA ee l4b I90a Imp 911b SWb IFh 51 I Mi1PIFOWN 189m] 1m Uv YISb NSam O41m 13fmv Itlme 1RIM SlO En 19r WA Na ]Il my N11a Sm Ee 2Ma5mQ1.1SNm. 0.6/i-0Ip APES' 1m Ra ]tl Pv WA WA WA WA 1911N WA WA WA NOTE; FOR THE OFFSET CLIP, USE THE SAME ANONOR PATTERN ANOANCHOR VALUES AS THE STANDARD CLR. PRODUCT n99REVISED ea t tllnD!•edo-in the Florida Ra NOA-No. 1741530.01 Expiration Date 0512612021 FIGURE I: FIGURE21 TABLENOTES: 0 1) SEE SHEEP I FOR INSTRUGNONS ON USING THETAELES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENNG WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT DIM SCALE. FOR STRICT DIMENSIONS. SEE SHEETS 143. DRILLED IN THE FIELD FOLLO WING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS HOLES TO BOWSUGGESTED. FIGURES SHOWSUGGESTED, APPRO%IMATE HOLELOCATIONS. 9PE.WCODSHA.HOLLOWANOOROEATE ED CSUBSTRATES;CONCRETESHALL WNFORRM TO OTEO ITSHALL CONFORM TO ANUM 090.WOOD Tfi BE AND RESSBEAMI MINIMUM CONCRETE OMERUNINE WITH STEELTOBEAT KS EEL STD TOBEAHI AN SG OF O.M.CALUMINUWTIllCK(18GA GE). STEAMINIMUM EL. TO THICK THICKSTEEL STUDS TO 6. AMIMCH GRADE METAL SHALL L121 4D ATLEST3S SCREW LEASTTERITHICK AND 2ANALL CHON INTO WINTO OOD MAY R 410 S.S.GLREWTHREADS BEYOND THEMATERIAL k108fi12 ANCHORS INTO WOOD MAY BE STEEL,IBB S.S.ORA103. 1W r _ 2'00 3l5 L 1,%2•%.31S MULLION 1111111II1/ ® ® ® FIGURES:2.1 `apN•.......,. _�'C i1GENSF ND. 58T05 _1t; � � 'p' �' O.L�•. SATE F' � � pS • :FLORIo,N,: � O • ® FIGURE 3: • ANGLE OLW MUST BE USED INPAIRS. FIGURES: FIGURES: IY'�'IDI�I ITY��O BB--UN==J Ili ____UN__JJ �O,:S/nnrnl E FL STSLN;9�9••y9 0'I33N"d pNy 19 1AaS '11VHs'ltl13W O1NI SHOHONVTV'9ftlOIfV NOI'HM1tl53Z1lV'W153VH311 • e '3' {^j("�b SSOL4Y0'S5Sl311535 AtlWO0DMONOlR N(N11I1NS'Y.NMl lvaso1gaalsItlmmnM'ueinv0ol)xilHlM0o ONV C630bND WOWINIW V 3B 0160n1S 13315 AOIHl .SLt'dO WOWINIWtl350NVS11.9W36Tl SWONIMIVi59Vi0DSNtl HLM3NId NH3HInOSMOMBA n3unDli ;3NODId 638nD1i SE 031tl3H19HOSS3Hd361NHS OOOM'l1YJ W1SW Ol WHOiN00lltlH3InW0)11Nn NOOl0313HON00 03i11}ylOy00NVMOlIOH SNOLLVJIiD3dS LUS YJtl O1�WNOiN00'IMI5313UONdJ 531tltl156nS (G 'SyIVdM035039ISM dfYJ 31DNtl 'SNOUWtOl 316H 31"mmd",wis3DDns MOHs milrIctu L� 50189'.N 'K 'SZ•IZ6 Et NO NMOHS SNOIE)WEEZH'IVNOISMWIO ONI 'nW O"pld 9H1 NJ11M039 DiS1OH • JG'• Igt'Z F-JZ S133HS 33S'SNOISNZIMO 10tl H1V 013OS 0110N 3W NMOHS Sdno NOIlIDW ONV NoinnW(S �i, 1J/':�SN30Cl; '1�� IE 3lNDli 3lHVMOlN SI SH10IM DNIN3dO tl010Nd SHION3111nW NMI 39 N011V10dY31Nl H Nn(Z 11IIIIII 1-S00H13W NO11Y[W1 NI1 aljaD NWJrZ S133HS 33S _ 'DNIOVOI NO NOUVMWNI NOi 0 133HS ONY S318VI 3H1epasn NO SNOIlOnH15NI HCJ L 1331l533e(1, Ee o • • • L.' LIG' i ` JYyh 5330N -Sal;Z 3y�aN / IL 3tln01i II.._.__.._.� ... ... ..•..inn mn. cen:vn m.nvn�1 ___._._ ..........v v..x.eu uI MCA 'AAT CJA03HINOd. ,w,..,— .n w e ..11 3H1 WOHI SNO AS AAwno %03sf LZOZI9ZISO Ciao uonmid93 HOH[ONVVLOWING 03L03 S3Hld0(3 LO'OE90YL 'mN-1g0N NOMMEMNVHL1,13 po 11u1B1190 3H1 HOdL vm ePMeli p4l VSIM 5.1lOwoa av NVO1DNAONOd53H 03SLA3N 13nG0Md HOWW.3H1NIV1 1m ;0"CNOHOHONVa(;.. w N Z �.D y Vln/%wJn/o%�i 1pN/�3wL x_ J0C D N 9 0 N m pp yP y_ O� C. i n z �0D 3 � �``�/ N D Ol?m ... �....._..__� VIN tlM YM Y tlM m�uumaurvr�a wlmV Feu tlM a ...:............._... tlM tlM _... VA, .. OLS apK 18'T9 L@'O a ppS ahp IpIIK VM VIaLL MI[ll WIAIt NISLI WIRE WI h1 NISLL Wi6l WISA1 {S'alll tlpy3/wVytl4 eY eel Ce ILL 6whl 4ql L(r Cilae K1104 tlM YM VM YIN VM tlM U'dfP..RCww'1IU 100 WM.Srp®ewuvYi va p1L bM VM YM YM YM tlM tlM VM Well, aWl ac'dp/m6apdry441H1'JOaIrv.0 L)aWtxvr WALL WILW WI89 6Y 2601 WWB KIh[ aAaz bm wlpd0 PohS a66at leaea am1 a"dn^Ila(laC1Ox)ImpM@/^JV wIN.6l'I®uWxe'/r apLK M -LW tlM YM VM VM tlM able tlM tlM Y a66 1461941JP40wpnrns/'nwlr.srr®°eVe'%.'L aaB.' aLW atK sere tVIrAJ gal ue sou em Ks aWE .1. ml arei a r aWL Mw• y94 arl t .rn-t .X✓4 .nl-4 .M-1 .rnT m+ K .rml n .M`1 .rn+ Pwwvcmw9 .KCp .KO Sr0 Z 9M1T Z ZLl-L .L .N2 .4 .anS LYL .l -,a •4 AWaT%sp W] nompefdonpg-Tv (5pxawp (B'waao6 Hd ^acB MCY®V 'nt°Val 'w��.paV WaawP m{3.Xt nwNmK.Btq mq� ai3.M uoamf1ei33NL :M.(LaY'w'L y15LI0 Im16 LIG Im16aK 0.1366 J14 o>p 965 <i36b .r14owa a1ntW^6 RW .1J I PAMiMMU BVO /MPN 10'[ a&acB MR aql algal la vyogautl--Be 319V1 a.,.... n..a.,..a,....._... <91 am Kt rLl legal S01 991 BIL 691 481 1'01 SK B'll Kl lE GK CII 411E RI 0'et mi. 961 P01 aM 0'll IOL B9L LII ZK YR l"K LZL ZK 40At iR 691 nL ✓rL 1R C6l' LK Z'll OK CK LBL tat IIL IY2 IK G4L BK 09L 102 B9L iSL LR LOL C9E 1R Ii LeZ rY9 w% OK BK 66C rLY In IL9 eu evt Om LS IN CK lie a Pb TO, Bnu 09L4 0.l Kf all Ilp BW SBL LOB LWI 6L{1 19L L'IL TZ Itt 19C IYr Bm ru YW 9'",In..l0[IS'61 me IK 60L gab r[r LW r[S me W1 W9 cot 028 O08 1'K [Z9 09L 0"K am ran O'eLl LR SLI BLI 019 L08 N, me IN LWL 6[It YK BZ< 9'K Let f1 9A rm 1'W Lea B'IL M YK 28i mr 011 IL9 ILS CL evl Om 6S 0'IL 1'K L'n B"h Y09 BS( 0'K o'Orl p'ol P L W Me M KI I 1W ®3 RL Lea aa4 R11 4 1'1l '09L L9L 8K LK 800 0'9S am e'm eC14 We 4GL WL ah I01 Cm Bff ou K9 L'K 49[ 811, a➢0 C10 ou {56 Lhi O'ui O'Olt outWall M L01 OSr elG IN Na 6L1 me Kel 6L11 6l2 1'LB CK 0'p1 am 6W Gal Ble YtII BR4 T@{ to 954 918 81f Wr IN BW ru ut LA lIDq ro 6'0l "" on GIL 6W 9'K Oat, Ovu OVtt Tea . SCr IN is LOB GT! Lea sal 644 9114 "a 1'GC "a IV, 69L Ia Ill rem a'Om O'liV evil sa tlR OLB eI, a, K9 ®S o:1 Lu 103 fits "a IV eh 0'!9 L'f1 LK Bh Oli 1. IDr Ytr 0'IS Jr.{W 8n BR 900 OLI L 6 IN "I e0r I'I9 Cro OW 6m Wall rrol WaN Onll IN, at SCI eSl 81 !OB me LK 1We am Lao No 6'AL 851 0'61 CK LSL 0'LB BWL Lan ff191 Wall owl me L18 rbS KY evil lK t19 Lm Ile -KS Wf 19t 0'A9 1't9 OT[ 196 ffll4 CKI o'ml o'all Wall ONSI im all RI 816 I9B 6W LT! toe 9m MB Kl CK am 0'[4 im CW 9'lpf 8'!IL v101 p'ml SOLI TY�OI3I age Re OOr M L6 O[S Sm Lw me rL9 let ISf 0'(9 SL. 0'i0 Klt OMI i'{91 IN[1 O'azL Tell Oall [LB LiY Bh Ow LW PoO LLL Lot It, BOL W9 0'Ir LR rHl P18 vWL 0'KI 1'Irt Let-, Oan O O2 gaol wK N91 44 4K wK uLis'W 3 S lM LSO 1 Oul OOLI out mL tc04 Scot a0 ZBL LW 6911 roll OSMSI 'qB 6uyml 9 rLNPl wWt 9g4d W9m1 AYam1Mf 99Yd Bupeol hWl.<ml won WGM R.MueVM BePea '&m u1Kl N§ awmT N$ OtpeW 'WmINp'1 WWL L`9 m6wl nvOnl'+A1 WqW 'dcvL.de4 wW0 9^B®1 nP®um.'M WWa+I 'WGL< wW te16u lit.�9 augeol 'PnIW -,atwW .Y§ alle01 -1=IMrwell $ 99$d ONCMI 'euWM'1 $g^�5 Imm9 IorduwavL bly 'WYldnl wW `Wlo Wreml>otl uomnW V6LZi4 WIlDd W"Mop�Vmy 2H9lquadOLT(=WWW9na - ®Wale 11WPIMBIquadi ' a6'B�olgal a v0 uggn tl£ 319tl1 TABLE4A ' NuOivn C9 aek TeNie aMf OPBnTHg Nfdth ((V 9A19m4Yiw0]f91BflpIDcfD) arOPanMg HJght(1ailwlmfwllysP61B1r01ndiuA) LION imh PoN imin LAN mA mF wF pR'iA®p. Pmb�'gWel ®F Tlap']Aaly. R.I.V. TIWID.a. aad^BAu TnNTAanP fteolmyly T�grNmA. ihalv6lAn TgY]Aa'p ]bahllNly T1p'IAmO. loadlry RTn LmJnO Tlvy]Mq, WednA PeeInBJ> Lae&gl RgTnm0. WvAnA IXL75X INCImPIv lya]'vq L-JHJ Wfdry ImdnA tm?IA L ag Ludlq LadnA LwdN Icvdlq InvdnO lmdn0 LoaLmA .680ANm. 2 2 2 Ao_ v a Aa• n §' A Pa,- Fn jig v ufjts $Sae fj 6m Iron +N Iro.O ru Imo 41e naa am tra0 sro Imo em Im.v M9 nn0 me 1ma 6r 1m.0 lvv Imo sW na0 uG 1TO.v sG IsnT[1417 +ro.o sN IN.e IBw n90 ml NH nv.o RJ Imv ssl n0.0 4W 1m.0 sM a40 Bb In, no I"P Um nao NI Iv0.0 I2M Imv en IMP Gn IM0 ew Mu Nn Ina NO 1W-5 nao 6w I161 un n0a seoNasshnaora.0 Nh +>D.D Gn0 ml nv0 I= Ina ee4 In.o INS Imo m 1me 12m Imo T+7 Ims 1286 Imo Tw 1210 1.5 Iron Bs6 IWs In. TN BIA Izm 1760rNGh .0 ® wl nv.v nmtmv isl Im1 11 nao em m9 um Imo mr +ma my Irt.o eN 10as IND nao mz m1 +m0 N1 Tsa Rm Tm mlmh TW Iron nrz nvv Ba trov 1Y] R] fl.0 A15 nz0 T2e m.B BIs Nea 2A T31 ols NU rt0 Na nu N9 W Ws vl4 15 I70..0 eN 1".9 rof 1463 01s 1m] mI nss 015 Gls >le 1 9n WS &.1 GB 4TA w0 W.1&B140A anI61D lla IM.O PO . 6W 100.! Bb 12i3 fi0/ W.I e]a 1111 810 MA mD 1010 89T9.0 m0 Ial 0% 09.9 6]B Wa WB 6m HIP 1T 119A ® BL] rJ1 106D ml mB ]]r M.1 64 ]L Ti] w,1 6W W.0 iw GI 6w 60.0 ]A m0 Jb N1 lA3 601 4La TJ1 RI JBIeM 9TII 610 ® T22 N1 3a! 6N Na DID.9 BG mA !N VA GN' S11NU m1 NA 191]1.0 m! NI13]mM t0A.0 3J3 K0 BY 01.0 SW RTt Dl BI6 4'S MD J11 41.0 Nt fl.A U.6 H1U6.0 Ong 171 NA IBe -1 511 fia 4m 6 r1 m.4 119 s4.1 SI w.B NI 1a0 mt 61.! 4G N.2 s12 42.0 428 26.e +0.6 IM 11.0 G2 0.1 Q] !12 611 ITI LAD 913 ]Oa N] m,t 513 at 4se 60.0 G3 N.] N9 4A4 912 6L0 N3 4a0 G3 l}a +]T 4ll wi 3!A G] 'AO Ivi Yt Ae RO Im 'tld bl 21.> N'1 26.1 Yr 10A 4m G.1 ]II f01 40] 39.0 91B min 621 +Or 61.2 NI 4l4 4N 4U 9N ]i2 +m G8 NB Ye 9.0 'b9 11B 1Se 2I.0 2w 1sA 91A 193 3G wk JT1 311 ]O.l JIB wA 9W 340 YD wa JG rll J30 26.1 900 31.1 SW In w.l 3N N.0 2!5 21.I 2b Rp 3!I ILA 2w Yle 21T 14B i] 10.9 30 16.1 3m 1B0 Na 141 M9 1&5 a> 111 F 21d 1w 10A G3 lll tdr Iln Il0 10.0 Nr 20.n 9]3 171 1w IB] 3.fi tA.l 3m in.1 TLO 129h YLa r19 R] ZN 14] 3A ifl0 309 t6.T a9 183 1m ..,.u..e nnv.nrtv nn lllc - /1nC110f4 2 snort ,ua 1'nlw N.lU FHIei Pfl PTN9W MN suNwle 2ikmrcARf J.Sa Ent 1M69 E19116'Ek0 W'49 Eta 9105IN U29kd B12Sntl AMbTyW YI4 Ebo N6J00n Iq'Eko 1pbeml YICEkO 11PFkOLVba'.m W'Eko Unim Appeasb VN6M AµnGeO! Srza NA Bvew laJ) 9ertw]a11 AnchOf OOp PaaemE ism LIT I, RIIY 1' 3-1? Ell nlabnc.lkl \' Atrz' 1' 3.1? 1-vr 1-v4• 4va^ 1-lu• nur Lur r fiYB' IAA' riff Emtl9n C I., wr }Yr WI4^ P 2.16e ]Sltl 14a0f J14tl W11af PNnf MI. I. .amta 3IMMn DA]J'Y.JL QG I9MGx6tlUnfl Pip (%D 1] J6ap SWb I10 Ma 69JIat 10N Gf 901b WA WA WA WA wt Pf Na' IIYItl 4 AMbn®\.IP Wn 0.F/5'anbE(m Ol+ell CrplFl}$ Na Pf JWb HIA WA M'A tYA Ma Of Wq J4Btl PLAIN 1.". m3Rf m1 1121 C1 +M[M2 ®.T Mirt O.0 /1rIGJAIpb Clp/p10. Jk Tw 0'f i&IW wOM IMahe IJWb bIU We wOM NA 790tl WA WA 119b 2Amh0n G0.45Mh O.G IIJ-OA" R1'AMn.(flp.4t Wq WA WA WA WA NIA MA NA NIA WA WA 41]W In. 23Ift 2b PC IMMIFLIIp IRa- ] 1NIb 1B1N 22JPf N00f OIIbf 13JRf N01p IP IEe Jr01Ef 181M A21be Mt ae N20A YN¢f 3Arc.` GI.IB'VhOGFdP1Eh.0F 240k1 =M WA WA WA WA IN. WA WA WA WP WA I NOTE FOR THE OFt5E l 9 lU I nc a-...e,....- -_..,. 1........... FIGURE I: FIQURE2: ® 0 ® • • 10 FIGURES: ANGLE CLW MUST REUSED IN PAIRS. FIGURE4: FIGURES: FIGURES: O0 TABLE NOTES: 1) SEE SHEET 1 FOR RJSTRUCTIORS ON USING THETABLES AND SHEET25 FOR INFORMATION ON LOADING SEE SHEETS 2<FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION GETW EEN MULL LENGTISANDIOR OPENING WIDTHS IS ALLOWABIE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOTTO SCALE FOREXACT DIMENSIONS, SEE SHEETS 21-23 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONSSHO'WN ON SHEETS21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLELOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TOAG Ml SPECIMCATICNS. HOLLOW AND GROUT -RULED CONCRETE BLOCK UNIT (CMU) SWILL CONFORM TO ASTM GPB. WOOD SHALL BE PRE58URE-TREATED YELLOWSOUTHERNPWEWITHANSGOFD.55.AWMINUMSHALLBE6063 MDBEAMNIMUM OF.12S THICK STEEL $MOB TO BE A MINIMUM GRACE 33 AND.M' THICK(18 GAUGE), STRUCTURAL STEEL TO BEAT LEAST.125- THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYCND THE MATERIAL. 910 8 #12 ANCHORS INTO WOOD MAY BESTEEL, IM SS.OR 4105 S. TOQUAL(FY FROM THE 1'X2>YX.690'MULLION m o W r D N 0x a a g Z o mgom PRODUCT REVISED p1YlnB with the Flvfidv NDA!!NOA-No. Code o. 17-0630.01 Expiration Dole 05126/2021 M NO.58105 A LYNA VICLER, P.E. FL P.E.# 68705 TABLE 5A Manion Ca •c Lbl6 bsfli OppnlnB WTem Rar3eNWa}WmTAIG mlEals)orOpmFB ROip11t (yrhvlmrla4yspwTer0 mIBIWD) _ So MI mN WN AON Hone 1mE' 1WBi 1Au FSISQub Trz"l . RmIVgNrv®nTepTlen3 ReGmpAs Te[fMery ReCnnglu Tlop'rAenl WMBIar RgIMmA. �[IeRJNf TmWrAelp, ftxM1nMv RgtlTAenO. Lpoane Fa['AmMu RepiMR laam tAraA Pec+[Mae[ RIN,O) m.am tneam 1•a3.125• Ip.mB La Siq LpA6np tmmlo 1aev uo6v 1�A Tmanv Laam lokam IWarN 1oee!AA 1pe3im A0a•FFm a Fa .. �,. .FAli M d} 2 a �.. a L a a s a Tube Muffp$�. Thill X Im Rao ra Imo In IM Am INC ace t"1 W1 Ima $1, Ima wa Imo M nno Rm Imo M Imo wee no.o nt Ina ins Imo SN ISAa 1m1 Roo no wN lrno em rae Iro.a 170..0 m4 naD ma Into 6m ITS.0 nW no.o mo 1m.0 un ITMo am nno nm van en nno IIR Ina Beo tsar 15n Ra.v mo 13at +n) Iro.o an nex +sn me an ION na2sN nno n0.a Tn Im.a WJ tro.o ma 1rao ei1 nno mm Imo W 70.1 Ilb No 1n nav w5 Into N} Imo Na no.v Tm w3 ua nno no 1mA 11➢5 no.o rm IW.3 um ax Ima am naa m1 troA Ow Iran 1s1 I"A Ins tno Om Im it Not 1110 en N,, 1m1 Ima en Im.a m1 'Sao Ina Imo m1 all 11-1 NaN AS Tn em Ino tme Tat tmo toe] Im.0 }vr Ises um na0 ne Ima nss tn.0 m IA.3 nm 13a3 MT tu.o um u•3 em tIL6 W3NA use m.5 am OAA use evN mN +mo 1m.O Wv +m.a rls +so.e 1aO na.a e5o n}.v fan Isas eW nets IwA u13 a1a Iw.A Iwe nza em anO laA 1a.3 eze tM0141 uAA eW ass ta• no.A 01a seA taw `s mN tae Aa no.o mn t]A.a -om wIA as 1IaI Ass ISa) Ta Ia43 em 1 .4 ns Ave Ass IM 1m u4 am im4 rn W.O TIa 6ae Ws Rr }u ut oss m.T G➢ n4A en INS on 101.1 am ml 10 W3 sSo r1A em eia aA e[J em TA9 eR n1 eJ2 bAm.}Smaxnl114.1Bw81.0nlAr.O IRe M IN. e9T IBrA nl rat ma a.s M e5.1 Sn m.4 6m 3A.0 I11 Sa.e m4 3A1 T31 6e.1 m9 e16Inaof BA1 6a5 m.] nl AS 50 00.7 -,MA Se) Tl] 6a RA 5n m.l 6a 111A Sol 7.1 ml aA SS mA IN 39e ml 121 IN a.1 a1 MI 601 e1.J ST 31.6 aH aao 6N mN Mal IOSI 3.. a3 mI m.l 6N brd 61 AA 611 Ra N3 3}3 s11 1^A Im xAa Sta AP Im W 4 mA 9N a.A 4b aA aw n.9 Ms QA aN 9a0 Ma It.l SN N.0 I33 Me 911 105 IT YB N.T 4R Ia.A ]90 11A 433 39A Sw AA1 I•+3 ]iA JR 2].1 44 30A A13 x1A 44 ro.8 NS IAA N Al 359 160 4n MA YS min 5A] Im Bs.r la 153 14 4TA AW ]1] A. an x31 W6 M.t 33] II.] 9N In.O 15I ]Ae A9 15A ]3) 10.a 3n9 134 331 Ya.3 to 11.A 051 16.a 363 1mF ]41 95! ]A.n YII ]tA N1 32) 3w T3 r51 36A 1A.0 2e1 +IA 3n 1n5 xn 115 ne IAa ir] 1f.a ma 1].a SH 1+111 3s.+ Sb }i0 M 3B3 >N RI M no 3L xa.l no ]I.B no RI ]81 IAS 330 Re. xm 1I.e 3m Rs no Ir.J no 1n1 AS 1 114 3m 1a] Ix4n 13a M9 'IAA NB 11,6 2m I 120 1240 1 aA 1 AS 1 11.41 on SIT 369 10.1 M 11Bh T.T ]m Pea A3 RI 2® i1) 9A 1aA 3m TABLE 513 Mcnorca ypamlc try Abeme HKMTVt 4'1C 31[pMfdm Vf P1eoU6Ym SSkemt U6R Mn Taa10 Maba OAY Pi1Vi Nee APF1m Y0vm Vr Fxe Veneon 6pea[�� YIPEko wm M (N MxSod.11SCA V-- ev(. AuMw m[NN reYr fIB' 1' 1.1 1' 3.VY Y }1R10' a.N on),Z1Y1 Fmvmnev n +aI<• +SP wr t3ve z t-vr avr t.v4 evP +-vr Ian•3'V +mr mD[ amm 11t 0r YIOa1Wm 1Wm61M M.I. IQm�mnAM1 LLOM 1mm WA IUie[ ZIE3An emmIMmn eMm 11Am OSMIM1 O.C./ 33AiNW pItlI(n&9Y rmm Tmm 6mm NIA WwA WA MnlMMIWIm 3AnNe®OAS'MN.00./UQp. Wo.11SILR1F1gQ .NIA NN N/A WA wAN/AWA 111m 120m lm9oaa mo 11 WA NN WAi. ewm Gl1Y. Uat InC Yuxe wvtrnvn rni i rn. r.r•vry... FIGUREI• FIGUREl FIGURE 3 ANGLE CLIP MUST BE USED W PAIRS. FIGURE4. FIGURES: FIGURER: THIS TABLENOTES. 1) SEE SHEET 1 FOR INSTRUGT.ONS MUSING THETABLES ANDSHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTEAPOIATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWASLE 3) MILLION AND MULLION CUPS SHOWN ARE NOT TO SCALE. FOR bCNCT DOAENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 214!A FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFKAOONS. FOLLDWAND GROUTiFLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AB'TM GW. WOW SHALL BEPRESSURE-TREATE YELLOW SOUTHERN PINE WITH AN SG OF O.M. ALUMINUM SHALL BE 6061TS AND BEAMIMMUM O 1D27 THICK STEEL MICE TO BE A MINIMUM GRADE33 AND.OAB' THICK (18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125-THICKAND AsB.A ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREWTHREADS BEYOND THE MATERW INO 8412 ANCHORS INTO WOOD MAY BE STEEL IMSS.OR410S.S. THE W.- PRODUCT REVISED p Ion -MO. FINId. 6u11EI 8 NDA-.Net '17-0G30.01 EaPlmnun Date OS126T2021 LYNA, ', ISOENSF.•: Q' No. 55705 1P T3 PO E }` 44 FL HFLC OX MNm4P caPa41gr5MB moral Opening Want(forwNmPJ-spaming mlm4re)Or OpenN9 HaIBM (forlOAmle5y Naif0m1AlaM) a4h BIF min Oak silo 1mh Imes 410N Imes IX4a.125 PmMylu Ined^A TaM6m0. L^ef^9 RacdM1War Bodo, TapTlag Im1e0 PNMINar Loaael TmpTlmA. twdne Ratonpbv Im6ry TmC/thn} Lm4A PMmPIr lmalrq TrzprtlNp. IVM9 Peeurp2ar LmUw TnpTImO Le9r9 RealarplW LwdnA Tep'TNanO Imdn9 WHagJv LeedriA Tar/fOanA. Lw6n9 P..aasa W.dM Tm Nv, lmdiw NNm.Tuhe g p kE E 8 @ $� Thil 1 $ 1 _ $_011111 1 fga111211 gg..�g dg C 11 1 s a' l a 11 if 1 �q 1a IS8� 1111111 g..gA 5 �g d h�a n a� g@EMNBIO" 0l1 I'�a�� ah +710 Pas ITo.9 q4 +m.0 ru Ima NB +1a0 OM no.0 sm tme On 1m0 mL Im0 nfe On a21 Im.O INS INA 621 IXO 0.b ir0.o =It NSB less Can 5N IDS INS 1710 R1 18F no0 TA IIOa .4 +m0 am Ima 6W 1m0 mail DAA EJO ImA N]t +m0 m1 Ime 12A no Bn Na,3 na, Ima aS IN3 IN, +mA me 111.711. +m0 a® 9r.T IA tm0 Om .an. In. .1 tm0 53] +mA Cl! Ima 6]1 Pa.e 1. fora CW Me IIN +T4o TT] IWLI Use %no Tlr 100 12]5 k40 rY IlI., IP! +roA r46 1WA 1.5 tm.a ]50 erD fM 1. rbe Wb 1r0A ]D fora 6I2 1m.0 p3 Im0 WI 11¢0 111a R40 rN INA It. 1m0 BoJ IDS 116.9 no aTr ta4 Ills no 055 to20 "m 1r0A MI WA Not IN.O .1 U3 IIW Ima WI BON at Oa5 1m.0 ml loe.i IW3 Imo 'm) 1129 1W3 101.1 4r2 131 !W2 114] 013 1113 foes b6B m1 IW.0 ton IA3 NO at IWa tat IN r15 IoU U&I in ¢B 10tl fal rm 6]01 1Io0 an 1mA N6 NI.I si3 IB10 61a Nl INA m9 I+]A mL 1]I.0 . tons IN 121.1 No MT 6R Illd lY >SB 093 Ima IN W8 � 1u6o >N !E) 9m 1m0 TN mF IMA 947 INe ia9 NTA Mr INA Tm :6 Ila.I W] Ua.] ma IWA W] 1111 7% na W> IW,r IN ai] ➢er 1. n, .0 W] A¢f 113 50 Wr No 711 MJ On 9.0 ]11 S Rle 049 EIs IU.] Ni fl]] 79 131.E '/S9 W.0 so ties m0 861 N9 NA ON 16.9 N9 M.l 6B Br,9 M9. 6].] 8]5 U.8 WO' 751 859 40.5 W9 719 69 125 W9 m4 651 ]SN 110.4 ]@ 1N.T 004 N,a ]@ IRS !33 026 I. No W9 . not ... Oto W.2 r5] N2 CO A,e No 02 013 40.1 r03 Me fM 41.3 TR No 44I ]b M VA SW 2 Test fats ]N INA ml N.0 I 8A6 &1 m3 IN no Sm fee ]N NA 5N 59.1 ISO at 501 61.4 TN 5B4 am N.9 RI 57A 5T3 N2 RI 51.3 567 BSI ]II MA 6N mhl 69.6 W] ]tA SW BB.o IN 64r Ill Is.r W UI ISe 05 W 1].1 458 ]aA W] 4.8 Nr N.0 W ]44 NS NA M! N.1 N6 N.B SU N.1 1]0 N.r W N,] 1:0 NA 6/] 1N bA UT 41.a IN 4¢T 116 40A 4D U2 112 as Im a1a IW 31A 4]0 NA 4W 34] 1]0 RO %! sL 4m at Na NA as no BW LID OB NS Ma IOOH N3 ]11 41.1 Nt A.B ]D ND 3V 36A ]D a0 94 242 all 29.0 T2'] 224 UT bA 331 al ]r] no 11] 118 3D 1¢0 ]l0 14A o]T 17.1 NI I11F 5r.1 39 3r.8 mI N.9 ]51 ]IA ]1a N.a ]5] UD B13 a2 W 31A 30 ae br 'dD ]m T.-6 a5] a1 m1 15.4 357 1TA rW 1'AF 293 asae 'd9 Iu ma a1 m Na ]58 21.] Do +43 3N 193 3N I. NonJ 'Al 1NN 1]A 312 Ir2 1N AtlLt Otl gnchorG d TADk m Suh4at 2h Wmrtle ].6aQK. Pdv011l FPHLAN I'i WW 5'10'B[o W BS E[0 YYPEIco 1N'B9 F1w I.e.I.e.N39 29 Y138ktl Petleme Mob1S� vIC E)00131rcm IN'Ek9u4sm IAyry, v10Elaela4aM w•ESwIMar AOPeGtiv Veeoa ApieONa Bcru (C31 ScmalGtj sertw1051 AnchoTCllP ESwmNNO(Tx I al? r a1Tf' suP r b1w r 3.1? r Sua• z nN• 03t• a.3M• Em[dnnl Mr 1.1<• USN' YLl' 11rP S 1-1/4' 1-f14' fit/a' 1-1N' LIII' I-Il6' P 1de SA>nMM1®1.]S Mh 0.B.I steNazSa OYeCl Llla691. ISR{ N06e JW ISa NO Ra M00a 191t IM 210 N! NNa Rt PiN14aN31[eSmlbIAmMn®334'MOBalrm10, U" e 580b HI0155Om Na WA BW lae WA fi9R®a 0951M 11m 1b9M®1TMN O.C./6NMSO NIOOfaOCJIp IFly 1[ mOEa iW06! WA WA WA WA WA WA WA WA IMW1M W0b 11Wb I�b WON ]900! NBM ImIN IOm IMG0]b!WSINIlesRfOAnclvn®J'MIM1OL/mb4Ilmb .bIAb 11I0N, WPM DIODa SBNon SIOiO. no I.fa I1P21M IMO. =M. tmllb 13N IM I=. A WA WA WA WA WA WA WA WA Wq n3MWn®]33'Mh. O.CJ F-0N6h 33 SWb 2504a SWM IND. tmNWA SaIN NIA N0I,, WAN130alloa ®1.L"Mh. O.WFd f-q.9k NOEa rmb WA WA WA WA WA WA WA WA W36 ON. IN 4a NOTE FOR THE OFFSET CLIP. USE THE SAMa ANUXUIS YAI mnn xuwvmun FIGURE I: FIGUR22: FIGURE 3: FIGURE4: FIGURES: FIGURES FUIIPDI • • FIGURES: FIGURE 6: FIGURET. • • B • • • e ANGLE CUP (FIGURES 5&S) MUST OE USED IN PAIRS. TABLENOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR LaIFORMATION ON UOADLNG SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IB ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSUR&TREATED YELLOW SOUTHERN PINE WITH MSG OF 0.5S ALUMINUM SHALL BE606&TSAND BEA MINIMUM OF.125• THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046• THICK (18 GAUGE} STRUCTURAL STEELTO BEAT LEAST.125 THICK AND A36.ALLANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL AIU & AI2 ANCHORS INTO WOOD MAYBE STEEL, IBB S.S.OR 410S.S. OSTAINTHE•ANCHOR USEDTOOUAUFY ONG FROM THE VX<•X.11S MULLION PRODUCT REVISED .NCornpojY1.9 MIN Ili. Meet. Be IBiOA C00e NOA-No. 17-0630.01 B6piraN00 Veto 0512612021 No. 68705 roman ^ Mat00n C.pWRY Table ' OpmNg WMN (!ar5emm%cpelNrg mU3o1n)GrOPenln9 NeMM1Mrb.limMa!/apal[a1g mlas.m) win wN Aln wm e.m Imm tmF +wF 1e.F 1[6[.ST6 R°napdaz lm6nB 1tap :. 1ptln IkcMONer badn9 TnMrmN. 1®6n0 liec]mP+ler LmCnO TnP'rAm& LlIZ IBMmyJnr Imdq TnpTAan0. IeaJnO Rec+aB6'aal 1^ea910 TnNTlery. U.av RecdnO'a6e Letltq ttepfllvA. � tmdlp I+¢I 0 Lmft TIapRAml4 Inadrq RaLnONaz IavdnO Tly'mlup. 11"". Nec+ N L N T.".9. L.&a Alin PbB a. to.ma. a s£ ea as a 1.1 251 em +me no Iroa Qs Imo ru ATIA Im DBo an III.. AN Imo an Iro.O au last ilia Imn 521 170.0 tN0 17%. 621 1m0 Iwe Alto w+ +m0 not An. III' '"A too Iro.o m III,+ m0 708 IAa R4 n0.0 ew +m.0 Sw no.0 on Ira, No ING 1wJ Im,O wl tm.0 1m6 70.0 W] 7 417 Ina Bw Imd AM 17MO RA An- I1W I'sI no mia ma, Imo ON Stan. +Ma Nr A +.O No Iro.e em Im.O WI Ira.. Iwe n0A A. Ina 1m5 Im.o m tmn IJIS 170.0 747 INA u04 Roo 7m I]0.0 Im] Ina TA 10.0 1F0 Im.O 760 135,5 1a1e 1m.0 TSB HF Ina mr Imo e1z im.o Bse Alto w1 I,... e+9 I m.a m 1i..D 1275 1M am Imo IA4 in. en tm., 15% Ina am 150.8 17" Am Oil 137.1 1700 im.0 eat Im., 1. Am at wln Alto ees IA.o mi RDA 1� 1me 7W Imo mw tm.o am Ao., un Im, vu Imo 194 Im! %5 tsss uQ Im, toss in. IMv Into 109 n1A 1610 nGN tmJ 272 Iwo nO.G IaU wN Im.a oY RO.. rU 1m. R1a R.F UO 1m.o 1: Rno an im. i4m Imk 111 10.7 Am Imo tom Nl.o 1U2 Inct JIM t17.5 tat 16M R9 IXT lag +87a n87 M.i 1N: IRA RSr p UN TOO W4 Roe Alto tm.e Bm no.o Lm RaP Lm twF Un 1m. 1� 142e Um Ime RN 125. +R[ IMa 1Ro AM Nn I47A uw MA Um I40.. Nw w.J tlT2 +4a.o 1f01 a loss 17a. tm] n... +95 170.0 an t...A IIIO 4w] +tM i3a 1. II4o +w2 IM I= IVA m68 105.E tag Us, t"a ee.. Was ina IW4 m.4 IIIo it2a IMJ ea.. +Jm Rss tetz loss Imo IA. Aeb 11U IMA IML tN6 11U 1]B.v aM t¢3 ItU 1mA RB o0.7 1RI 1153 W w.a ttU +loos eP1 loos tfU W.B a5 al.t Im1 W.1 Wt SB.t 1Am B23 03! 5 7eN 1ao.l 1111 1]M 1U4 N7.0 AM Ilia 1U1 IM.e 041 1010 11N 115.8 ml 02] +134 IMA Bla U.0 1+'G 08! Bm M3 11N M.o Bm w.] 1U1 U] Bet eLB 1Rl N3 am MN 10a.t UI m.l BN M.3 7U Ta aw MI rN "'a m m.] 712 w.l U4 F90 7M M.0 U4 61.1 6D) U.0 UI U3 an YA W MO WB 318 BN 47.7 M Mln ml ]Q ]4] NMI= 7U 7ri 6a0 a18 711 mr3 UI Y7 rQ ®.a MI 406 742 a1.1 mS M.5 IQ 40a 1114 11.1 m2 Ud bw 11.• iQ 30a ao0 27..5 7Q R.a MI I 628 Sw mt .m M. a!1 4A7 SM 480 SIJ >9.1 Ua U.4 AM .. an 37] U. 31.2 SA >A3 4M ffiI AN ma 4a1 II] SW =1 4m 1ae am 3A7 Iw ItIN 6rA Mt 460 Sw 445 4M 413 553 420 4R M.0 !b5 MO U. YO Ea5 343 U] 34. a5 31.J 491 14a tot W.1 4R mA SM 2a] Me 18.0 an 3.1 4Q 1mN UA 4m w.0 4]5 MO 43a mA R9 1LT 4M NJ US m2 44 3].3 4m 1e.e 4M IIL Ifl 3A5 Id 10.0 1fl N.1 e5! IBJ R! 181 MT +U 4m 1i] 301 IAAIn mA m0 = no na W1 10.. 3a A., A7 +0.5 In Ira 213 AD a /D AnchprW tl Tabi, ba SUY1Na tll Cae�tle 3Y fue. WIIw CAM I Fold. Pi NhL 1]TBa Ebe lo va•Ba Eleo Ill. 41 26tl!SIrDO. AnChOrenp pa!!ma Arw01Typ' ]I1C P.ewlYm vY ElmuLmm WB Ylr k106a ApSY Uffmm Ama&n(SS SallG am EdWm.eWlj - I.?I(! EI? Y }yg Y a4r ow0.4' Em l,,AMl ISV• 1.YI' -1I-V4' 14,a' 1-iN' IA/4' IH(Y 1-llT Y IJIr 1de� Wa 1 ANMR®I.IS MM1L V.C./]hn'aOa Mpel Glp lF4.la3F 3w IN ]90W IW Ne WIM tBulee ZW I[a R.IY SMOG ikon ]Idle r40e aWM Xlm WM NJM IMcem ®12r MN...G/SWAaO(OrOReO Wp FIp. aF ]mm Imha ew R4 1410M B53P] WA SMN] WA M00:J WA UOleo WA BU IN Was 1120IA a Pf211M®I.ITMb. O.V./ Slvgndl0l0Ae1j Cllp rv'q. 43 Ma. 1. lea WA WA WA W0. iw lb WA WA WA WA Wq 1]Nd 11101.a ll100e 4 pmMGrNln..c.ImhSAIple PIM/ffq. ez IBONr moo aw Re ISM Ia 1we l.e Us. Ynme WA moles Iw IG ewla Iewme M31m ago. I$O be aAAMsD]'Mrt.F.I V1M]Mdr Glpa lIF1I. BF IROIM I1IOIb IrAhe agar 3U4be 0100a wOM WA IN01h� 119b 1]]O11n Yw9W IM}M 1]W lea IBBO Ea 4Aslnn®0<5'IAn V.GIWb, kb.US'ANnIM.It WA WA WA W4 Wq A WA WA WA WA rvN WA WA N/A IUOaa 2Alatom Q11TN6GG/fAbIM.OI .15ab Mo We MO be ]11312 4M. WA MOW WA JI]LY WA w016e WA U10e N21te BwW 4NYbo D 1.iS NR O.C/�plFl W 49W 70]W WA WA WA WA YOW WA WA WA WA WA �W MSIb I1Mm NOTE FORTHE OFFSET WIP, USE THESAMEANCHOR PATTERN ANO ANCHOR VALUESAS TABLE NOTES: FIGURE I: FIGURED FIGURES. FIGURE 4: FIGURES: FIGURE&. 1) SEE SHEET I FOR ON LOADING. SEE SHEETS 2-4TFOR GENERAL INSTALLATION METHODS. IONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION LATION SETINEEN MULL LENGTHS MOOR OPENING WIDTHS ISALUOWABM �� • • • • • •HLE21OSHOWNLLION ELPS D MENSIONALwRESHES 22. HOLES TO BEEORILLEDINHE FIELD FOLLOWINGSR0CTI0N5 FIGURES FIGURE& FIGURE]: F] F-1 • ANGLE CLIP (FIGURES 58S) MUST BE W S IN PAIRS. SHOWN ON SHEETS 21-21 FIGURES SHOW SUGGESTS, APFROXIMATE HOLE LOCATIONS 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIRCATIONS. HOLLOW AND GRO1UTFILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-D(A WOOD SHALL BE PRESSURE-TRFATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 600 T5ANDSEAMINIMUM OF.12 THICK. STEEL STUDS TO BEA MINIMUM GRADE33AND,SAW THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.I2S THICKAND Aak ALLANC14ORS INTO METAL SHALLEXTEND ATLEAST 3 SCREW THREADS BEYOND THE MATERIAL A108 iAn ANCHORS INTO WOOD MAYBE STEEL tM SS.OR 410 S.S. PoRMUTATO OBTAIN THE'ANCHOR IREQUIRED'RE5PONFAN 'RESSURE REQUIDUIREMENL FOROR THE , WHEN R M LOWER THAN THE MULLK]N !FROM THE TABLE) OF THE SELECTED R WILLYIELDA MINIMUM ANCHOR !WHICH MAY BE USED TO QUALIFY ALANCHOR OPTIONS FROM THE CAPACITY TABLE PRODUCT REVISED pAw with Me Roelda Bulleln9 Code NDa-B]a 17-0630.01 E•Plramon Daeo 05126/2021 No.58705 FL oii W. MuDon Ca ecilyTabla bvllt] OpbnWg WitlM(fm]mtlallyaparvilp ml®om)Or Opening HcfghHIo INft vW%-]pOnnlR Talflom) mh Will min SH, wil mole Imm 1410, INS, 136"9 Rec¢mgtlW L<S:q TnpRne:q. IeefnO PmlmgJee Imwnu Tep'TMip. IneMA ReNnnryle/ IAem9 Te1YM1laq. LasEM PeoM1nANv ImM9 TnpTMp. 4waW Ra'wiWly 1^ab9 'Wap IWmO. InalnA RetlenWlu LaJM inp'i0ong LWW Reelengls Im., ➢ryRDwy I -ON PW[N�gNv Ioe0n0 TopTlenp. LCrm�O Re:NnWIM LOMnO Tmplpl ON' lmPlry 3.180"a TuIxI ASIA 5 F yye 5g j qqqq �gg 6 gggg � ggg fi t S6'ga pSp 6 B gg g3 6 @ 9 n� yg 8 5 5g i@ �._ g� $b gg Tv"fl 65' ye $$ YL+ 6 5g �. °� gb R} 32 6 5g aS 6 g3 ee8S 5g yp 3c 5g gn 8 6 a g" 6di�d ¢ pg 5 @ i� $ t 6 qg a@ 5y Sa tH 5 gp s@ fi a SO 5 i by d2 CZ n0A ON Iran 45! Ina 744 Im.9 4m 10.o P9 VOA IN noA 912 Rao .1. Ina ilia v0.0 bH INO IND 170.0 521 170.0 14M no.0 531 1]O.o nm IN.o SM 151'. It" 1".0 ill Mln Imo 2M Im.O 624[17 S5o 12o.o 684 fIoo ON VIS Om 1N.. JIM 1']0.0 %1 1m.0 Ins ROA NI Roo 1412 IMA ON IWA INS R' MO IMT INS Imo .0 INA INS Ro.0 aN IO,fG In Ilia >42 1MO m] 896 1]OA 01 OOD INS 1]00 SN 1TP0 IIM I"A US ITaW INS IRS 141 IOTA 1MS JIM IN IM2 140 IM,O MS 1193 116E Im,O ]58 1N.1 1460 q0.0 1M NN 1]00 ET I"D 6R 9. IMD 6% 11WaIll. 1]00 ]N 170N 13R IMa ml IMI III. IMP OT In. I]IO 1710 PN IM3 131! IRS MI 1Nd 1]F Im.O NJ %.] 1. INSPM®N 1mA 6M ImD mf IM] ImA1. 1IM . Pm Im. IIA 16TA 4m .. H. INS BIS 111] 1150 15D0 013 032 11M 1H.0 IX! MA 11M IMd PoS e 5 115E 1M.a B05 Im.D BJO Im.O T4! 1KI ImA W 1513 1m1 MSB S@ 1a 1051 ICLO BM 1 .T m51 IY] SR W.I 101 IXT ON MA m51 114! aE mA 101 I1B.1 m b0.0 1P1 IMA @I 5 fAN I6T,I Nl f}0.0 ]a0 B51 1:IA PO] 1144 BST IM.O 1P1 1PU BST ImA TR Bzd R] 113P )@ Pia B51 IWd ITS MA B51 1P10 ]!0 60] eR ASO TIe 522 MT 010 ]mIn ..T m4 1]!3 bm SN 1152 6N 01.9 BW to$3 6lt 60A BN gIA 6E0 )Id l01 &1 SR SA1 SN 2a0 6N M.6 BN ]3s MT Q,0 BN US US 402 ON 6AP US Rln IW.4 1E IIa4 m0 iE US 61d R2 Yd ai] PmNANO R2 16] ma N.T . NO m0 MA m Md OTI ]B.1 E3 M.l 5M ]43 T92 T0N INS SW 1M.6 MO 6M 69.5 6M W Mal R.S SIT 653 fiU m.5 NO ES3 MS JIM 56D NO 0M 60.1 an N2 ON N.1 N9 M2 6M 51A 531 31.6 685 NT IN ay.vSR ®L 45T 616 T3 4l9 4i.1 615 !al MI 412 US M.T 4N MA 51S MB 1.1 AO IS ]]A 1E 2Td 115 RI 413 E] 515 ]oA 40l NO 313 Mt IN P61n Nd 45] 9A MI Md Ni 4T.1 ]R ]SS W ND l91 11.8 4]] ,mA MO m3 M MIS ]1S nit 4@ N4 ]]I EA LO MO IN 19.4 I,U 24.3 MB 1]A 45] ZLB ]56 IOBN Y.1 1`0 59.0 ]'tl NA ]56 -8 ]IB DS 19 ]61 313 SB '!d] ]M ]I2 SY 'di ]N 141 SN 30d 3N ISP ]m 10.0 m] 111E ]]'.1 m! SSd ]Ip TBS NO M.1 ]Of ]Sl ]M 16.1 m S. 13D we M2 m5 193 ]b NO 21. 1T.6 ]:0 10.1 385 IEM 2I,a EC mA m4 N. N0 Ma ]60 10A 2b MP NO LTA ON 163 m 114 2R' Ia1 N9 IMF 18.1 m1 10] 10! MPMrCP a Tama ma 51iP5Vd$ 2]kfLCmC SNCYIr. Mrtbs MU FPe1LNV PT Wtm Nni M[Mrype MMDPL6p Pemma NCO:oUI¢m 4e EtoNam 51CB6o V6�m SYSD[eNl¢m llf FkPUtrd[m vrss zrP A6iPW% b1PB[o V4ecm vrmuW A{prtGYv amsre S:rtv ((a]5[rtv nzs]•e K+% erzsld 9[Iu (CSJ FD2OffiK56nJ r ]-Yl 1' z-vz st/d r zNz 1• aYl sIR z oM' p.@e EmmOnet n t3N 1tlP U/d' iJ'4' r 1.vv 1.11 vIH• 1.vP 1 111 • FVSO z 129• 1S 1SS aM[Ila]®4]S NInOG/9uGeU ROTi1 Llry(Ap¢ 4LEMB1.iSMN O.G 151Yd1N (X PEPBLCpgIBQ MN] ]®m ISTIW ]rAm 1'Ym N/A mpm WA 16411m NN 9p N] XIA imm Smm SNb WA ]Nib WA 9)dlm N/A BSIm WA d61te WA 611 Na 6921m Y]m tfl5m a $Om 11A R6 4A(fimn ®rNM. O.C.I (1f MAryMCXp](FIg 3y imlm ]Pom �m 15NIm IBMIm NOIm 6mm NIA mil ]P lm Bmm IA@m .Im PBl lie 11m 6H 4ArtIm 00.65•Mh O.G IYt]Ip Vnv.t]ANau M 41 NA WA WA WA WA NIA N'A NIA WA N/A WP WA HIA WA 1Wm 1AICIarFCPp61a 5r Imm Imm Td Ne Sups. BIIm mDm 1Atm mm volm I..BVm 173W Ram mlm mom RM[m3Nlt6•IAM1O C/F B6T ad7ON 3WOO XIq WA WA NIA IN. NIA WA NN WAWA N1M Ilim YOm NOTE FOR THE OFFSET UP, USE FIGURE 1: ® rp FIGURE 3: FIGURES: FIGURES: FlGURE2: ANGLE CUP MUST BE USED IN PAIRS. FIGURES: ° TABLENOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING, SEE SHEETS 24 VCR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANOIOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE TIELO FOLLOWING DIMENSIONAL RESTRIMNS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED. APPRO> 7E HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI SIM SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM CW. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE W(TH AN SG OF D.55. ALUMINUM SHALL BE B056-TSAND BEA MINIMUM OF.I2STIilCKSMELS%MTOBEAMINIMUMGR EnMO .M' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST.ITSTHICKAND A36. ALL ANCHORS INTO METAL SHALL EKTENDAT LEABT3 BCREV✓TNREpDS BEYONDTHE MATERIAL 610 d N12 ANCHORS INTO WOOD MAY BESTEEI, 1M S.S OR410 S.S. THE TABLE) OFTHE SELECTED YIELDAMINIMUMMCHOR MAY BE USED TO QUALIFY HOR OPTIONS FROM THE PRODUCT REVISED pry1L-an, "'"MN LFn Florida Bu1MinH C NDMNo. '17.0630.0'1 Expiration Dam 052612021 0, ...... on Vat * No. 56705 A. LYNN MILLER P.E. FL RE.1158705 TABLE 9A Mm0bn C+ev Lbb 1BMII ' opun5lp SMtlN S[rwlemly¢Pwdlg mugero)or OPaNnp HelaM1t(brM1OIMOPha/OPam]r'q nvlBvm) WF 8ale ]aN cob Ilale IWp Sox Imx , 11oN in✓Walnnryl[I TeW]Aery. MOhaaule� Tnp'Muq. RNbMYIer TMYRImB R[dvnpWr DIIwd q. RmleWular ].=. R.W.r TNSiMep. bedry Lm01na flNlmpilN TnpRA�p WetlFp l0etlip R[[4qubr T=Q. WtlIM LN[NO 1.251335 pe[INryler "Oo"t-ft L.X.ldn INa+P Laedep InetlFO Leedn9 Lae[T1 LeMlry Imdnp lminY 1^eMe le[flW ..too ��' $g d qq 6 �� $$$$ b 8� § $� gg 9g y @ g $� $g bg g§$$ $ $�11 5 � ggit 8� $$ 8� 31 §g 6� gg 6 gg d& ggT11 b� �hi) gg 8 ggw bA 1411 m mo No 1no We line m3 n44 119 tmL 11" it0.. ul 10.3 Ilm I. LW uEi +t+a mP n11 +T.n nu naa Wt WA me rm4 Oil ax na4 e]4 mo 115 Rao nl Ima on RB.a on Hu Ha ".0 mI t]nl Ne traa eR ni.] Hu 1m.0 ;BW WA .Re Imo m0 me B]o vav NO YAf Ra na0 fe0 lex n0.0 lW INo ml n. m0 Im1 1CA R0.0 OH IJLB (% IOW m 1R] en 1a41 eee Im.1 ut tm.] IBW ma m hAa Oze ial Wt 1m.] eW ee.9 u] lsna We W.e]ex I]A0 tO IIaO Sm Rav We 1m.0 mt 1W.1 vR "IA mo 101.e m9 1]AO m0 02] aBo 1]I.BBm T.] aW 1R4e mP mE WB 1Re.e e51 6].8 mB RAa mY mN 1]0.0 1T 1m0 BR 1e¢e 0B1 1m0 eel 1]3.5 ee9 16).9 eW 11AB mB SBR N.e 110 6B m1 eal )W W BW m3 N. B]A SB] Ile 11e BU' m] Wx 11]] 110 iN.O BH 1181 111 1]SY ¢]a 1m.S ]le IR.e No 1A6 i10 10)8 5H mA 1<0 1m.0 m9 111A BR n1.0 W OIA OR R.4 010 NA nR ml m9 ]W Wl )fll m9 {. WF f311 0R 1]3a 6m iml BR 111] 550 MI ell iom w R.] -1 HA me ml OR 1. BIl el.l IW AI ... B11 IW me UI mi 1n mN fOIA eR 1111 nL nfli elt W.e s19 ma all Ba> NG m etl >eA 5N mB BR TU IH ml el] W.i IW HA ete ISd Im 139 we No IW mF ml n10 m.1 IW 641 e1B IIA Il0 eBi nIB Ba3 l4 BIA m0 m.0 Im W.1 511 H.Y 11. IIA 119 W1 MI ]l0 51B I0.B 109 ]9A Ie5 mA W 'd0 155 9W 10] 6 ]BM ]Od 180 i31 Im 10.1 I06 n1e .l<B W.] NO 4.e 1W Ill N] N, ]W m] -my ON. 16i RB ]S] Im 114 !fll NA IOs mH mi UA W.1 we 14I tll fii 511 m3 1.. 0A0 ]B1 Il> M1 m.i M m.B 111 Oae ]II IO.0 MI ISO ]N NI 11.n ba ]Se 111 m.l IHm ]/A 111 ]lo m4 lld ]Bln W.1 f9 ]Yf m0 ]ee mi m.e -Soo 'CA HN R81 3m 11.P lli R41 I]T3 11.1 m3 ]tA IW IS,.] 1af No 10.0 1ef 13] ]H LLi MO OOF IRA ]H Qf RBS a¢I W3 NA R 1 II 4 ml 193 3 KB IN 17.1 2m i3d 111 N.1 R]e Nx ]eA ]91 T 25 1AelmlW21.0 1NF HB 1 331IDSd 0ill 3 l O1 im IIIF 3]A 11n 731 191 IBB ]11 toA 1H 79 fln mi Im Ill Y1s 1'..1mN i]A IW 11S Im 149 lei 11.] 1W TABLE 99 AOah.rcQ IN Table bs aWUN zix mro@@ SW nme. IbSvnwu EmNwu pr L•/za uo4 L16'D[PNlne[n V{'Eka 164Nm �M aN0'Eka150m[m Yf Elm Mntan ve 6sv[a Ao9vuvlm vl6 sbs Uhs® Dloom A4pepelm no. aom o S) n38he sc,,n 51 nxslm 3wev(GS) AnCharCOP Pdg9l11¢ ]-v P Y1IY }Ili 1• RNY 1• 11? Y Ylm' T aN• OA{' 0.0N• ENe CYlarce ant 1' INr 13'r Lv.• IOC r Yw• IN 1-vl' hvr 1-v1' f.v{• r N'a• 139• Wha SmWmtnl n {W IH WBIa Into. wob m01ea Bwma xl0 ma 3rI Wa ml my welm Yt Oa Mx R] EW 6n x PIDn[nm110'MIILo.G191anavart LOaNCap11q. 11 roP. aNlm IN No@ WA N/A N/A WA 3HOM WA NIA x0a 1pa1 NIA INIOI WA BNM WA IBWRB m31G .2. BBelaa 051W ttxab 112OW IAlghuv G1.15•MR aA/Blm or Ono MIPTIA {pMM@®YMIM1O,G/r3)b0 M91atl¢m/Pq. ]} 1N0a mJIW BN Ib CO..1 I I... GOlae 6W me 1 WA WA WA N/A eN laa I Amllcn Gad'IAn O.C./UlJ4, nIP.tOYALN.IFIP.{F WA WA WA WA Wq WA NIA NIA NIA NIA 9HIev IDIM 1]elaa ]]I IBe x&I Ra x)wAv/F-ap IF,0 195W 1o5 ba pRS xv MS pa BIIIb 1]Sm[ IIOIW 1RRa 9)Olm 1N IBe WA HIW I{xma IW Ne 2Arehn®1.1T MV.O.CIF1iEHFla9F ]IOp IS]xv WA NIA WA WA 1N Rv NN WA WA WA FIGURE 4: FIGURES FIGURE4: FIGURES, O FIGURES: 0 ANGLE CLIP MUST Be USED IN PAIRS FIGURER. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS M USING THE TABLES AND SHEET 25 FOR INFORMATK]N ON LOADING. SEE SHEETS 24 FOR GENERALMSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND]OROPENING WIDTHS ISALLOWABLE 3) MULUONAND MULLION CUPS SHOWN ARENOTTO SCALE FOR EXACTDIMENSK]NS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 2143. FIGURES BROW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4)SUBSTRATES:CONCRETESNALLCONFORMTOACI301SPE lff nONS. HOLLOWAND GROMR LED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM D90. WOOD SHALL BEPREWM5.TREATEDYELLOWSOITFHERNPINEWITHMSGOF0.W.A UMO4UMSHALLBE B061,T5ANDBEAMINIMUM OFAOTTHICK. STEEL STODSTO BEA MINIMUM GRACE WAND .045' THICK(1B GAUGE), STRUMURAL STEEUTO BEAT LEAST.123'THN:KAND P3& ALL ANCHORS INTO MSTALSHALL EMEND ATLEAST 3SCREW THREADS BEYOND THE MATERIAL 510 S 012 ANCHORS INTO WOOD MAYBE STEEL I" S.S.OR 410 S.S. .ANCHORCAP.® 1267-j r1.250' 1 PRODUCT REVISED plylrg MM ehe Fimldn BUI1Jing LPtle Row -No. 17-0670.07 Rzpo-@nnn Dafa05l26/2021 3.260' 3450' \11111111 NN . •�:' L}CENSF' 56705 .low.low UFX].25•X.1OP MULLIONFOR F6MULLFD 10UNITS I2SX3G]SX.00- MULLION FOR FACTORriMULLED UNITE .O(t ATE F� 'i 651''�OgIOA,: ",61"ONAIL, E hF,I L\ ALym MfaL H, P.E. TABLE IOA MNRIen cepad9YTabr6 6brJP1 OP age, W d1h cu.,0m0Y9pale0r�g mWDro) orOpenAO HDIpM ryrbplIll. 6pomog ImIMrs) so It St. 70M M We 1a Now 1606 120h Nt nohr Tralanlw RnebnpDle fnp@bn4 0.De4 VW TnpTGm9, thIll It Tooled, PAgon9Wnr D.101 Ne-hear impTnmA. Patlen9ular L,,&. inr?Aan9. liwlm, PrtlnBuln 1ea61nA Tmyn]nb laoM9 PL.ee,r Loelnp ➢uIle,. InNOq 1Z5 X]ZB LsrOnA lutlirp Lm6rg I delA Wall W.0 Lief, ",An9 Lu&9 umm9 Lofto LnatlYq 1.024 RNm. Tuba .� y'f, b' �.-. r3�: '% 8_ E.. 9 �_ § dE 9 9_'H.. Mu01an % LR�LB B4O ¢E u ue yfl GAO Q@rpIt @g �.n]@ F$ �5 SL 5iS 53fi 4 5S g 59A bd 4 rl 9S 9R@ 5 85 �s 43 gs %$ as �5 3@ 58y ax �@ as ae �a 3 as to sa ifl as $@ as 3G 3 ie as s as � as �a sa Z as � as 3@ Ea 3 sa sa Sa m 1mD NA Ite.O W6 non In IN., Wa 1]no ma nao NI noA mA VIA at uno uaa naa It, naa m6 +raA N1 nao Gm +m6 WI mn naA 6W Imo mn Imo 1e1 nao 1n naa Wo +ro.D H31 n0J NI nao Ins vno nn noa un noa eeD 1mA nm nD.a am nsl nm nol RD unI IV, noa am nm nae m Imo in Imn mo +mI fiN of 1m.o non 1N4 nao N4 Im.D uN Ed rn nnl 1Ns nno In non NN noa n6 Into nm nao Ne IszA hm 1m. n6 In6 tan 1mn 111 snusm +me rn Im.6 3W nD.o me 1m.D 491 noa n1e nD.O IN nad m6 -I no.D IL] nao Ial1 no.6 ml no.D Im1 noa e3e uu nea fine en nAf n6e nao eel uza no 1m.6 en um naa -11 xn Im.D - ea ]01 Ime 1]O.A 9se NO +m0 1]0.0 l91 tIDn 1N0 I}0.0 D0 IIO.A 1111 I]Aa B11 161.1 1611 f10.0 990 NSn 1511 nao 103J 120.A 1511 tlnA IOa! 10]1 1611 I10.0 104] 9A.8 1611 110.0 1663 IAIn 006 I 1110 11a.0 16A 1iJ.4 1S1 nao x10 16n6 1JN IIDA f01a 1193 1T0 fI0.4 10n 1]5] 1310 I610 IW] IN.1 UIO 155.x IOl1 19d N0 I55] 1010 m.] 1In 163.] 1410 IJN 1m0 WD Im.O 113 1]O.o IIm Me 111 155.6 1L0 n.A m0] nn] 1210 180.6 101] nLl 1ne 111.1 1000 IOU It n9.1 909 •Ae 1210 1]]A 4)8 n.l n1A Ix9.0 0I6 Bt.l 1n0 VIA D]5 a taM ttln Im.0 a B11 In VIA 1m.0 }m M IRO U,3 W19 UO2 e91 fill IG9 132A 016 fOLA IWB 1wi BW m1 1N9 ID4) 01e eld IW 1.11 IJO NA t019 NJ PI5 19.I 1d1 n11 930 9U 1N9 91.1 aE0 UD.9 NI t]00 00n IN.9 111] RI e9] D11 10DA ]n 10.) 511 DI} )6] 11.1 M1 0).1 r69 646 111 n.9 >4 SI.D NI 1l0 U) 11.0 M1 )].] A6 )]In 112r u-, 119.1 er] hall 191 11di ]A1 NJ 4H 1031 Bt.$ 111 1].3 O�Nl 66A M tai nl 53.11 eN Ohl mr 17.1 IH It0 701 11.1 Dw 11.1 .0 nin a 696 1]rA rn fie.] Ian IL fi ISO R1 .r1 43,1 43910.] 111 ]A.1 5]I ]6.9 6r1 31.no ql 11.A 665 61A NI 83.] 11.1 WO "1 IN eld 61n NJ EW 6)d I1.1 4N BU I169 160 xu n6 15.6 IW 19E ]!0 166 42A 414 ]1.1 t Ill IN Ili 4 r1.8 I4B 21.1 IN W.1 IN U. Y2 I}J A3 ]92 11.1 4tl n1 3l4 m9 III NA ]1E 19.1 Itl ]f6 ]6J I6.1 111 10] ]3fi 1p 41 11.0 SIIII 1111n 16a H1 14.1 N0 ]U M1 ]11 In R.1 111 N.1 Jn 2U Ti.r ]n x0,1 0)B $1.] ]25 tA.l 9B 19.6 n1 16.1 A6 IBI 314 Nlln 21.0 3fi] 311 31$ 11.5 362 1IJ 1J9 16a 3@ I5.] TABLE 1013 MClrorcepnGty SumVul¢ 2]k mnlde rNNOa TIN' YIn DtDI]IRm Vf FkoYNem Table11bN7 n6k CmA HNVa p1V FIIIeDCMV Ftwee IIAtle yt0.01tp ve usS'd meEke Ile 83Ero 111 .. Mzsmel AYZBreel VNum Y1p E1tD Ulrator Y4"FYOVWetm Ahhue0t U.I. Amend, S[2N(-)1an(OS) SLMWe) Me118rcOp Pamm9 EDypetlne0n Eflteanm n z Ancmn®us Mln oGrcameaaoeulmpwi+ IAttAv9®1.16•MIh O.0 l91X2N pnNIC00614 ]} IgRMn ®YMIn.O.GI(4d0AMoplpe/w8$ ]Attmn®O.NYh OCIVCdR PJO.IOPMmI OIr 1 An MIFCIIPwa F{ ]AIILMWL1SenIn 6G/FC0 a8r 1' wv �m QG it rmm NN IBm 2Nm 3-VP 1de• ]mm rmm rmm WA I(Om ]mm t' wr ds6m WA Em IM NN ]]Sm WA 2.1Y! wf mom WA +6mm WA alsm WA }11Y r +u1m NIA 10041D9 WA nz:m M/A 1' 1-nr nom NIA NVm WA 1um N/A 2-Vr Iva ]mm ]mm Bmlm WA INm film 1 1-W sslm HIA N4. NV. 1nm WA x.Vr 1.v1' r1oIW WA 're01m Nlq m01m WA r 1-nr arlm IIM rM IN N/A terle9 WA Nm' Lw Nam WA Bmm WA r z Nnm ow we• N1m ON lYe• dlzm OY'f Mu rAom WA 10A3m WA enm en" Sm Oa eWm 119m 11'Am MO WA de0m ]nm WA 4r]m WA nom Ytm azI PC 8RM ]J]m ds0m FIGURE 1: B A FIGURES: F87 0 FIGURE4: FIGUREi TABLE NOTES FIGUREZ Q 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • S ON LOADING. SEE SHEETS 24 FOR GENERAL MSTALLATION METHODS. 2) LINEAR INTERPDLATION BETWEEN MULL LENGTHS ANCHOR OPENING WIDTHS M ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS SEE ANGLE SHEETS OWNO-2HEETS2TOBEGURES SNTHEGGESTELLOWINOOIMENSIOLE LOG,01ON, 0 ONS ANGLE SHOWN ON BH HOLES O FlGUGESSHOWE MEW SUGGESTED, DIMENSIONAL LOCTRIO'B IBE USED N PAM 4)SUBSTRATM: CONCRETE SHALL CONFORM TO ACI 3015PECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90, WOW SHALL FIGURES: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55, ALUMINUM SNAIL BE 60B3-T5 AND SE A MINIMUM OF.100" THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 AND O .045' THICK (18 GAUGE). STRUCTURALSTEEL TO BEAT LEAST.I2STHICKAND M6. ALL ANCHORSIFDMETALSHALLE MDATLEAST3SCREWTHREADSBEYONDTHEMATERULL ® 0103912 ANCHORS INTO WOOD MAY BE STEEL, 110E S.S. OR 410 S.S. MR._ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONOINO TOAN ACTUALPRESSUREREQUIREMSITFORTAE OPENING, WHEN IT IS LOWER THAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUAUFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCH)RCAPA0ITYTA6LE PRODUCTREVISED 6i1i01n ti.m IN the Flor10a No". 17-0630.01 EXplmnon oats D5/262021 1.250" 1.250' FRI. \\Pltl llllr NNO' �ILENSF 3.250- 3.250- 58705 - Tf LC Llw .620 I IN �o VA 0 tSMULUONFOR I• 1 ",,110N1ALIe MLRUONFOR° FIELD-MULIEDUNR6 FPOTORY-MULLEDUNRS ALYNNI R FL P.E.O 567C P.E. TABLE 11A .61v0bn CeDetlNintls OmrtP) OIAnMB Wdf,W MimN9pelrnym106m)arOPenM9 Hrtyrt OxmmwJWPamuO nWlAns) 60N MA ]ON 00'n 4. 100E IA Iv 110E 150E Pr[1°[gJar RopTrlan]' Racleryulu Tnplmenq. Reebnguln Tnyrrlvl. Pe[IenD,lly Tnilidon0 R.U:IV I TerrtAanp. Peneryudica PenmNFr indmarq.LveA'n0 1]S 9]9{ L^rJ5'p Lu6n0 LvkNO bkL IveOAID 00I,LvednA lae8n9 LaMn99AuNun.IEN R'� E 9_ 9 �p a- L t_'61 L_'J 8 S_ _ 6 +{ §HHUS l_ o j gi J_ �� 9 'Ep 'NUNOn g€6 6 Y6 €6 96 �� : 98 �� : :6 �g 1 flg : jigf� F8 B a ug o us T a •` as?€ as sAd 3a as �6 sa 6 s"a sa �� sa noa m IAA esl "I n10 We nog etl SID 170.0 1116 no.0 621 n0.0 mo R9n 6M lm0 I'm +Ao 6v non m9 In.O m nao am 1AA MI WM n10 LA no.o 4s Im.A NI ROA 991 WO 9¢L n]] 651 USA fIIS Imo 6n 171.1 1Nr t1¢0 m0 fmo nW tme 00 f1a0 Wm fM.O 600 li¢0 3xW pAS eeA Ivb tto.0 IDe ti0.0 6]9 Iml esp i]0➢ v su 611 n0A An I30.0 41 1N0 "I NO NOO Od Ra0 IIi 1MA LL9f li¢0 TTI f10.0 Ina tt00 lv 1110 963 IN] 16i fR0 2AI UVA 74 DISK I, 1N.9 ]4 vDA 6tl 40A L9A R9.0 691 1700 1116 1]¢0 iL IRO INS ON 170A YM 212 LR IA.O 16M 1]n0 058 fA.O 1913 R10 61 n¢A tn1 11¢D IDI 1N3 $d4 n0A 861 661n 1M.0 191 IM. 11t 1n.p 950 1Ta0 110 Ino 4ir W 1110 1191 %mo 4v RID IA1 1]00 103] IIaO 3V5 1]0.0 f06] Ufll ]W] 1ID.0 104 V9.8 ]Im I1p.0 1LQ 60N fID.O t05 t14, Mt 1]0➢ 1063 IMO IN 1MA 1no [US2 10-1 vox P3 Ins 1010 IIaO 1069 Ilpn 11xx 158.9 30W 1N.0 1159 V1.6 Mp 1]Op 1111 111.] 3A60 n0.1 11T OIn 1A.0 eA fi0.0 )d5 IAA nll IA.D 04' 1i0A 13N I]1A NO 110.0 1109 lA0 1169 +RO 9W 1A.0 194 11¢0 1W3 tAl 141 IAec ITS.. 1183 IMS ED 1MA WO Ins 1110 "1 I]% I'D li Ix28 I9% IMA .13 1011 114 n0.1 IIDO m 41n :10.0 WI U9-0 169 InA Ym 1)a0 'AD IT11 170 f7A IS" 1Wd in. 1215 1381 1TL ADS "I tti6 I131 t519 1JF N.l 1n1 +SOT V63 16.1 1TSf I60] ISl j nln tA.O mes 1 1- RI 1I10 Urs 1. 1. IAOA t6e9 ISS6 nSo 1xAI IOA 165A Ins 13LI 1556 15L6 NO 11)9 1556 UI.3 141 Sol 154 9e.] 11E !d] 1556 IR3 V19 RI 164 1]@ IH6 ilv mo 1@ In. 9II IAA Na, U,o 1110 1550 UTl 16A3 1M1 19AI 11TYt1 1991 V08 109.f 141I 1f9.6 1191 9a9 Un 116.1 11q P9 111] HAl 1160 693 UR 109.] 11& 0.p I161 fA.O 85i IA.D 1361 I10.0 61.9 9n lt0 1110 60.1 910 69] 11f0 T] 01 50i 1fID 4.L. ml 4A 1110 523 NO .IS f.A 1its 1105 9.6 Ito 11I0 12H An 1W6 11. 10I9 Us 69B 1110 AN I¢A IUO 9N BC] W Ax II6 RS on 4A US ]ID SIT 1L5 US 65A M I60 in RA m N9 ]11 53] Afi 3" R6 da Rl 9e1n Inl 9N IIJ3 BII AL9 WS 1mA L56 6]8 113 ell 11} 1]1 G.] 64 I5.) Rl ADS 64 4.1 WI 49 M Y9 nl 9.A N] ODA lm ]SA tll tST RI m9 61] IWM RS Pi 4S 5W 0L1 >ll ]N 695 m] rll 150 6n T.9 ]30 41.1 6U RA In 95A ML n.0 n0 ]19 Y9 Al n0 n.e 6L1 111M 11110 IB.T 1A II.] 681 611 n0 4A 19A N.1 AO 51] GO t)9 lA 19.A 41 121 n0 699 RI U.0 49 499 6N 61] 660 42A m4 4.l NO 1i.1 6b 6AE eU 91] 631 A3 691 90.3 69A 91x 41 ]10 6a II] 619 'HA Us 91.6 We IV 6L 94 501 141e Yl 4. 11.1 IN ]A.9 DO nA DID xU 1. 35A 190 ]I.S IA n.1 N6 19] 4] A.0 lot Il.] 4n 199 3/6 TABLE 11B AncllorCePecRF bFle D W ) 9ubinN x.M mM9e 19cac MaIW 0111 I f9btCM11 PrWVd MH9 NCEIre Irrss vao 9iP Lke v4. 59 vm ++p sletl wxs1YJ wzsi¢I AUAUT9FG S'1s EA...ul of FAmunrazml B�nI 9M6'fl[oulanin of FYpuDra[m yOp yyM ultra[m AppGSa S[Ielr(m)sraaa (C-0) 9vw� AnNortnp PribmL t' 2-Y 1•' Dvr N2' 1' 4NS 1 3-YY S4T 2 O.O' LSC Om4• E5RD918rte 0rl$ lYr td'f r Lv4• I.vf Y1H' 1-vr 1.v2. 4' wS z liB' IdC \al[9 gllhOnnl .3'a• COIm 9AOm t84tt5 np6a ]Wm 91m ra01m 94m fblm m6m YtWa 4um 4➢m a PMIM 0i a3TL0n OG /srLtlA a06%Icnp Dln li Y]mf aWm >m Rn NIA WA N/A N'A WA BxNn eSo. 11IDm IAnnm®1.f5•MIM1 O.0 I41aIb1N WCINe1 Cnp 111 U9 imm NIA N'0. NIA N/A 6m IW i0m118 m21M BflSm 112]Xe 4ArtMn ®TMIhOGIW 96Apb C1p1101P 9] A0155 imm mt15a 15®RG iW9 Al9 d01b �m NIA ]601M1 ]bm WA WA 1x6r lb 4An1Y0®09PMM1L O.C./I)glp, Wp.t9Y 0.VnL IH} NM NU NM WA N/0. N/A WA WA WA N/A WA WA Ii009 IIlm n01b tArtT6I FLip LN69 _ _ _ 105m _ 1Gm T60v .... 45N9 ..• O'IILb ws tiAm un 1p® 1Mnn 1Tbe WA 9101b WA I9r¢i NIA SY'IM WA 4]]b WA b109 4Qm 5Wm FIGURE I: FIGURE2: = r IHI FIGURES: ® Q FIGURE4'. FIGUR95: m ANGLE CLIP MUST BEUSED N PAIRS FIGURE 8: s TABLE NOTES: 1) SEE SHEET 1 FOR NSTRUCRONS ON USING THE TABLES AND SHEET2S FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERALINSTALIARON METHODS. I 2)LINEARINTERPOLATION8ETWEENMULL GTHSANDIOROPE]JNGWIDTHSISALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETSON SHEETS 21-2 BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL HUE RESTRICTIONS SHOWN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI501 SPEVFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK Mr (CNN) SHALL CONFORM TO ABRM OSD. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0,55. ALUMINUM SHALL BE 608176ANDBEAMINWUM 05.1017THICK.STEEL STUDSTOBEAMINIMUMGRNDE30AND .OAS THICK (18 GAUGE). STRUCTURAL STEELTO BEAT IPAST.I2S THICKAND ASS ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYONDTHE MATERIAL 0108IN2 ANCHORS INTO WOOD MAYBE STEEL I"S.SOR410 S.S. .ANCHOR CAP.na THE•ANCHOR 1257X3AVX.0024- MUUJON PRODUCT REVISED pl erlN fFm Flerltl9 BulEinS a�A NOA-Np. 17-0630.01 EapinUpn Cate 0512612021 N.. 58705 TABLE 12A • MulfiOn ca aaRy Tebip b9lTr 214k15 ANn6 Tabs MNOIORIff ax Ina lO6ilm Mln fON wN G WN FG• RIII pmF G nx NO, Beh IWN Illq IMN 1HIn Opening TeB']Miq. Lmdiq g S s� nao tmo Ina t]ao Imo t]0.0 1]O.O 1100 7Ts I]0.0 1S0 111.3 TS r0.e -A.B J1.A LNBth(IMr F g^ E sW wo Bel ]u 6]0 &0 10% 1126 1]W 1330 1W1 N9 6W nw Iw PecN,p�Im Im]IN 55g sed na.e Ino lasso 1]0.0 1m.O 1m.0 Im0 Im.O t70.0 1]OA D2 &.i LE10WIMsased WN 14 ge} mx T13 1195 less HV NBe 1BB9 IM 1m4 1M3 tiW tII3 Tneriit. lmEln9 S 0g i� n0.0 1ra0 ties 1]00 tm.0 11C.0 no.0 1]00 1m.0 1M.0 131> 949 6R1 62D 49A 363 . S�, r$�$$ 2@ 6I6 f61 7M 6N BH 1Y15 tOM 'lal 1]'R 1YB ]D t.4 w] Ill 6N Ie3 nodfl.)of RttlsWlm 1°PoOp +] 'a n0.o lies Pes MO Im0 IMA 1m0 1rn0 1411 F OA Is 6].5 310 IIA 2AJ WN yS- 2 Ills 1273 IN6 14S4 1104 I. 1)A nn 18Po 1661 13 IRA 071 010 ]00 Ills OpeNnS Tgrr,IMp. IDeblq s� 170.0 1100 1]6o' 1]a0 1>YO nao 1Ia0 nao n00 1m.0 mffiemEA 0.6 BIA FA HA 26A Helght(lor d�$ Ul OTT m 011 90B 10n It64 1313 14T 11]4 10Z wB ind nR 4m Reel 4edlD a� 1M.0 Ime Imo I 1]0.0 1m0 1M.0 1M.0 11&6 l3]A n] BLB Q.] 3]] 31.0 MllmAe"pBrterg us, a idL a tg Iz10 Hn 11. 1. nT1 1059 I&B 31]5 IPoO 1661 tY[9 9]i 919 -is.- e. TABRefiw Iee6TB gS 5�1 3G Im.O Iroe lmA I= Imo Imo im0 im0 IM.O 10.1 nA w] A10 1a.5 Y19 3 Fd sx+ No 1% w6 tw] 114 R1a 1]w logs 13W IO'a B16 >I4 non 4i1 m1fJI0W) P haves LaeONO d LaoIlse naa P0.0 ITO.O 1]pO I10.0 I10,0 1450 Ins fll! 61A 411 09.] ]18 as INN 9 Src� Imes I1W 1913 R1R5 II31 RUB 31N line I6el tl lift %1 019 Inn N9 7 Tign4 ba]N d a53 s2€ PMLngJY Lw6ry d 5g v Imes Im0 1m0 im.0 tU.l AI9 iR1.6 1a11 9B2 U R.1 T.0 M.1 'YT.O 110 NO d a Ins s Mw ROBS YA1 21ID 35]] 3Ui T- 'No 1631 us 1]39 %1 B18 ]d5 Un In rgRAen0. Loe¢ni ES 5g 1m.0 na.0 rt00 Imo 1ia0 1]0.0 11p0 1m0 1M0 1i9a 2] 63A 460 103 01.0 1]2 J 631 eW TO 00t IW Ill1 IR68 T. 13]5 H59 IICS %T lM ]R Bdl NO fte[lenyla L[aEfO t]o.o nos +m0 170.0 IW.O IU.9 IR.O .-. 929 na.o 3 {GI " A.0 YJ.n 1]1 1WN $g tsw un 2391 VM zMo 339 RU] 31G 19W te91 1T 13H %I 919 >M BU TgT1ana LwJiq %0.0 trao Ins tm0 IIDO 1m.0 11a0 t]0.0 163.1 ta].0 n IOA J).1 'S0.1 153 d Rg 6:1 eee M6 M1 IDOS 11i1 11w IBN IB]1 HS1 109n 71 ➢3 wl 416 Rs4nBulel LoeSra f +m) Imo 1]a.B 11ne 110A N. 1]s0 IND 1ra.e time 110A N].4 loss B11 ]BS U.r SON a n'_ 5S5pe Y@ ON ]. ra T Bw wV e11 IOM 113i list 1>B 12fl on wB iW 616 T,ep'Mery. tool, d s� 1710 In.D into into Im0 i]0.0 1]0.0 INN 1 O Ins I51.5 tOSB %.3 mB H2 f qq 3 g k2" us og4 s6] B12 n1 ]<6 n0 %6 b] an 1W0 %] wi Tn f04 R%IenP94 U.IN f VAzS S nos 1]00 1m0 no na0 Im.O n00 VD0 11e,0 110A 1E.9 lO] 19A 620 .A WN b ag3 dv& m w0 No BM 1WJ IItB 1+69 I2T3 IYB lul 30 IIl9 %1 018 ]m SU TeplMalq I F Gg^ Q z� 1115,01 1mA +m.0 1m.0 1m.0 tm0 110.0 ]]a0 1]00 IMA 1W0 tl].0 69.0 61.0 61.n Vo N 5J9 g$` trc ue 654 wl 601 ]9t B6I1 Bw ION IMa Ills 1210 t%B 09 e19 ]w Ie6 PMenylR IwdO a g gd S n0.o rloa ties n0.0 90.0 1I0.0 t]0.0 1m0 t]0.0 1 00.0 1K0 105J Ro 80.1 w2 ]IS ]ON a g� d e NO Om Ise II 13b 1]w 1]61 1408 1])0 1 111 ]D 1339 011 919 iw 6K Iran n0.0 nao 1I0.0 1m.0 1m.0 90.0 1]00 "'A Ilr.] . n.2 10A H.B JI.D is, a1 Bea 7e6 Pot 1CQ 11W 12T0 14w 13U IITJ w] RB 16n B3l U4 WI 910 1w W w. 4].2 %.] TABLE I2B SOmhals Anchor CAp Pat@me AnhaW BmB n0rc4ON Bm.mlm10n1 20xron ®4.lY MIn O.G/EIrnXO wO2H L9Dff4163k IAINm®x.&"MIn041Gb1®q Or C(Berl e'llp (RB ]} BAnM6®1]f'YIM1rcGl919rtl1q (R LR[OCnp IPO IY 4ArcIM ®4MIn QE.I 3N<yleCOlnllAe S$ BArctOn® YNN.O.C.I PJ3NANtDipaj(Ssi 9An[M9®1.N'HIn.O.C/4Cn0.1G1o.12*Mm ffW% 6Arcbn ®061'YNLUC.IVLnp WO 12YPNn(FHIBk RMrron ®266'Wn OL/F{II ff1g 61 JMIm ®!'n'MIn. O.C/FQq 01%' 3.]v amine YICEhot).. r x.vz RI4• 1sr 9N W9 N.1. ]tlM ]tlW B3NIbf Bw mile � It]0b 11MLLe N/A WA N1A WA NNNa BAW lQW N0M AncharCa t]4"EkOUYxM t• z-tlz la4" 1a4" Iw INI wwm 6]0101 flw P[ TY Im 1016W ®IM imm logs. mcm NA ILA NIA WA sNIO3 ]Ulm aM 1I %31. acKYTO 233 cma. ElA'Dm UNamn stm s' IEM Im 1-1 i NIA I�N9 2W05 WA NIA ]1x0n NIA a ha yICENOU11mm 1• 2.vr +ve^ unr T10 G5 xwW N/A 5who NlA ]0M W W]!6 mon 6NM NIA WA Na, WA NIA NO I. NIA 391. xmw CUM Vr MOVIN O +^ x-vz ]b)r nvr 159 M5 ]IOW XIA w41b NIA .01E NIA ]W Its NIA 11tlW WA N'A NIA IllA NIA k01b NIP %V I. yr ss FnO ABB�•ebr r evb• 9]d lea 1l IA NIP ]]81N5 1122®S NN HP NIA N/A Yle Exo IAMB[. evm wrr Yd lb] BWW WA Bmlm tl24W WA WA I®I. WA 'w". 1WWE1m A AI, z : WGIm WP WA ]09h mM@ WA N/A P]wml em see $n"(G5)&m 0.4G- lase' mim MiM IBxRIm w2W t@]la N/A m2S. ON) ANr la'r 4 gas nwee 13R11Ei Nw lb 13x]Re Me. nxSl t S. {C SJ a]xr vale] MORE tlxM lb 16W I6 16W Im esaage 1. N/A OM NIA WA goI. WA N11N6 Ifs Re F60b NM sit DN w'C lm &OF0 NOTE FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ME FIGURE I: FIGURE2: FIGURE3: FIGUREC FM � • • • • • FIGURED: FIGURET: FIGURES: FIGURED: FIGUREID: ANGLECOP IGURES S") •FUSTBEUSED N PAIRS. R VPLUkS AS lneainnwatu eir. T \ CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. TABLENOTES: �II' 1) SEESHEET I FOR NSTRUCTIONS ON USING THETASLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOROPENING WIDTHS IS ALLOWABLE. 250• 4,000• 3) MULLION AND LL MULLION CUPS SHOWN ARE NOT TO SCALE, FOR SHEETS DIMENSIONS, SEE SHEETS SUGGESTED, HOLES TO BE DRILLED IN THE"" HE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEET52F23. FIGURES SHOW GVGGESTEO, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (GMU) SWUM CONFORM TO ASTM CSC. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.B5. ALUMINUM SHALL BE 6063-TS AND BE A MINIMUM OF,12WTHICK. STEELSMDS TO BEAMINIMUM GRADE 33MD,O46• THICK (to rX4'X25•MUWON GAUGE), STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A35. ALL ANCHORS INTO METALSNAt1 E%TEND AT LEAST 3 SCREW Tuae B RPvnun THE MATERIAL 0108412 ANCHORS INTO WOODMAY BE STEEL, 1M S.S. OR4109S. PRODUCT REVISED ascomplyin with the FlorlEa NOAJIO. 1 T-0630.01 Pxpleatl0n Data 05126/2021 No.5BT05 A LVT FL I AHLC 16A nie.. C.De.fint TOM. BaB OpeNnO NaMM1 plXwNrePysplvWlO !ON coin 701, BON m10mLs) Dr Opening HOIBN(forhrluXlalY9pexrYlg Odin +WIN mlalw) =In 1401. loin 2xgxlG PxWlyls U<ft Tnptnaq. I!!a FeMO�m01m LmronO Tep]SIIBn0. La�O Peelo:Wlm ke6N RaP011*10 l dnd Reclmgler Ln6n0 hap'reery} LmBnO RVHVndWv l 0 TrepTAmO. Im6p RMa1101N� LPaq IRVM". Lmfilp RaVpim luWr9 linW91an0. Ine6nB Petlal@1ea LOM'np TVp7D,ry. Wa0na PeeWryla 1w61N TrRVIu. Lna01ry Plum Tuba ou W 3 �a $$�Q d�C y6^(`�1 YG j$¢ 6d S$ �Qj �6 gy d'K SvMu1Ban G 0 d' d 2Q. aT li f 3 $$ d'K 96 $K gj[ [`g' 26 dy 214 y FEt d� }�`l �c 9yy $d13 $a•g�I$$� $C 6d `aig 96 6H ZE d`0 #m HOOD CA no90 us Im.O rw Imo 478 im.0 em nD.O 500 vaA W2 ImD o ..a Im.o 61 %09 Rm n0.8 521 nao Hm no.0 511 ms Im.a !E n0.o 1m! 1rDA 621 bin 1m0 l0 1]0.0 SN 1m.0 6:0 1M.0 SM t]0.0 OS Imo m0 1mA 11A] 1m0 0 12]! n0.0 8R n0.0 Nt} Ina em 900 no 1m.. co lam UVO Bo 170.0 =7 IID.0 an 500e1n 1]0.0 R1 Imo 50] 110.0 !b im.0 631 Ina JIM Ina m9 Imo 11W 1i0.0 0 1115 f]0.0 Nl I}00 1404 tm.0 MO Me nW IWO M '2002 170.0 V5 $10.0 =1 l710 1b &N im0 m1 Imo 813 n0A 9N IWO eel +mA UV Inn iA 170A 12I5 11ad ,O IVA 11a0 Bi] 1m0 (cal 1.0 8. AND toll I"o b1 Yl nn0 BBt t]00 2550 1100 m1 ad, 410 685 1m0 ml n0.0 1m] II0.0 }e] 110.0 t3W 1m.a 82 im.0 1/1) 1m.0 0 lol 1)OA WB R0.0 IP1 Imo 1053 1)a0 218 R0,0 1m3 [170.0 An Im.O IW3 1I0.0 2039 170.0 100 win fiaD Ob f]40 AS 1}D.0 Iltfi 1m.0 BW Im.O 1!@ 1ia11 &0 1m.0 11m 1n,.O 1110 16I3 1]0.0 10m 1Z I.B n00 11E Ii00 IIN Ro.O 118a 3&'! lm.a 11}1 R0.0 2%! 1]00 11Nminfiao %0 Im.O m0 1m0 1168 t}OA B01 1m.0 tml 110.0 1002 1m.0 15M t]0.0 .0 n!3 110.0 11b 1r0.0 iN0 Im.O 1N0 n00 DOOM n0.0 12ffi 3Ni 1m.0 13ee 150.0 311] n0.0 12m R1n 1mP tm] II0.0 0!0 110A 121! 1]0.0 toi 1mA 1W Ix0.0 11'm 1m.0 1l0 1m.0 0 lat! 110.0 m16 1ro.o 2Rv Im.O 1.10] fop 25W n0.0 14A8 18i 1m.0 15ID 1m.0 mf0nao 1m0 HMO ADD 170.0 0A 1 00.0 1L0 +m,0 Imo 1r0.0 IWO ino 120D 1mb INA 4D.0 .0 210 Imo 1421 IMA INI +ma late 1700 an ROD Im 3140 1mA too 1mD Dead Ina 1m5min 1m0 1151 f100 O% I}0.0 1m1 1m.0 1110 1}0.0 tell 1}0.0 1250 IlOA 10w 1m.0 .0 AR n0.0 tor/ 1m.0 2m2 1100 16% WDA 2lm I}0.0 fro BID 1m,0 1T] UVA =1 Ina 17% Wm 1]00 1ma 110.0 11M Ina 1581 1m.0 1RB o 1BW 1R10 IIBB n8.0 E25 1m0 10U INA 2XI n0.0 nm 1}0 i}BYI in.O 1.18 170.0 DIN trod 2R5 toA AID n0.0 22T3 1383 NI! IVA 2361 WN Imo Mn 170.0 nA Im,O n03 n0.o 14N n00 mm na0 +I@ rt0.0 2br U20 IM 170A .50 1m.0 1- 1m.0 tam fm0 21fas 1Ba0 mW tro.0 Me In.1 Boa +m.e 34m 12oa mW vBt N2e 10[m i70.0 15% n00 1Po tm.a late Im.O 1m] TWO }231 0 1]a.1 10}8 181.8 EH n00 TR1 1b3 E01 I81.9 211] 1210 DA 140A 2251 105.0 3ID1 125.0 =4 027 2781 110.0 21M 111m ndo 1me nD.D 115A 1m.a 1W6 HOOD ImD nda EW i 1m.d mu 1508 u!x ln.a azAS 1me ae32 iwA 2210 t10.6 2mz 121e H9a N.e 2Bv HS.+ E29 SSA 2mx +aD.9 2W] 1M In Imo Ii11 170.0 16H tm-0 21Z 1m.0 1050 ISA4 E52 ME 141.4 Iwl IMI 2232 12TA OM f09.1 E4 11A.1 1B15 B01 ES't b9.8 IBR T1. E32 BB.a Imo e7.1 2252 B1F 1058 join 181 15v1 1=6 14m 1N.] 1m4 IOSI 14 8&4 Imo 1 80] 1!W 6.1 16N T1.3 mP m.8 tb4 SSA 13m ell 1a. ......... 13H 4B1 1]09 !B+ 1581 HA 1Zm TABLE I3B Anellar Ca ael TaEla Iba svY'IIeW. z.ix Cpalele Bsk Ec,m. Nala✓Gdu FIIW fB P. uan vlC Emo ua•m Exe vlSelnn v• ku M09au 51x9LLa1 .1 r1381etl Allenalk4W 9n5•EIvoUIVa[on W'Elm Vham MIMP a•16'noomawM yr Ek<wn.eu AO0re0. UBmP A WW 9uw BID) S.-nn) Owe.GWI Anchor CIp PWVnV Eaae lTlxe9nl 1' MIl 1' 3-t? }1A' P 3AIJ- I' ]MT S EmSxemnl NnY 19N' 144' Wl4' idle• Y 1-1I<' 1-114' 41N' 1-fll• 1dM" 411P Y 1.!!b zAml'wm4as• N. o.a/6wawmaeaneu2 we.fey: 9W Im lW e. walm feA4ma am ron zW IG zNlm is lG !]41m1 lm A! !be 421 oil o.L/saneaE (nOR.o0e01Fb, z): im 2e lm be WNm vVe na61m 999x1m SlOme sell lbs m51m 1a90Ne lwlm . lmm2ma m91m man 1R01%A uni 4Monen®aeCM1fln 1WIM IRO We 2HOIIn WA ]B]Ibe i401W 1m891 mS9AncAm®9'MIn 4AMIIAQrMIn04)RI^A5AW C1IP IRlp.5k MOU ]WIN able 1m01m IxW ICf ADD. 6M Lae SSio1Ce12ATWIa®1.5'MIn 6L./RIb6MONCl1p Iel: 15m ICB 1Yllm I'EOBa 51201m 0]B3N Im01M 11W me WA 15101m 14mme WWUI� ImI]ome a IPIIM O.C1fAb9AWadIP/arl ]k 1M R. 31W IN IMOP9 %WIG WA WA f9m Re WA 1WDIb � WA A Re4AmAm®194'MIn.O.G/V4110. NIa,115'AamL fig 9F WA WA WA WA WA WA WA WA WA WA IA NIABAmbonl A4'MN: O.GILLCYq lnlo.l Aa'Alun. f10�8k WA WA WA WA NA WA 1A9bm 95i-. 4'AC BW P9 1918 m3 Sm Ne 3W I6x 9XIG ]90Af 9]A lm:Im 311 Re Wlb 9a0M 1A11- 1.11'Mn. O.C/FUN b. 114 moo. Tod be imm 13d51q Wq -WA_ ^4m M^ WA malbe WA 1 NM WA 8011G 6m IG 11101b .ANCHOR CAP.., I AN OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SEECTEO MULLION. IT WILL YIELD AMWIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE t-zaaD^-H 250' NOTE:I-VK Inc Urr3e ll.uv uoc ln= -......,"".--..^..N._...••.._....____.._...__..__._-- TABLE NOTES: FIGURE 1; FIGURED, FIGURED: FIGURE/: FIGURE B: FlDOFE O: FIGURE IO: FIGURE H: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON ING 'SES115ETS2 FOR LATION METHO-S. 21 EAR TiON LL H '�` � m 21� HOLES TO BEADROILLEO BETWEEN THHJOWEAREDF FOLLOWING GDIMENSSIIONAAL RESTRICTIONSHOWN ON S FIGURES: FIGURED: FIGURE?. SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANG 6 r) CUP 4) LOWSOUE ENINEESHALLCONFORM TO ACI301SPECIFICATIONS, TSMDBEAND MINIMWGROUT-FILLED (FIGURES CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM G00. WOOD SHALL BE PRESSURETREATED MUSTEE YELLOW 90UTHERN PINEWITH AN SG OF 0.55. ALUMINUMSHAILBES CAUSANDRUCTURIMDMOF.TO USED IN THICK STEEL STUDS O BE A MINIMUM GRADE 3A PN0.045'THICK(1BOAUGEj. STRUC}URALSTEEL TO 'atl. BE AT LEAST.125°THICK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2•XE^X2S THREADS BEYOND THE MATERIAL. 4106#12 ANCHORS INTO WOOD MAY BE STEEL, l" S.S. OR 410 S.S, MULLION k O X a C G a � _.0 O v y PROOUCT REVISED plyangParth the Made. NOA-No. 17-0630.01 E,U,iVu0n onto 05,26/2021 No. Sa705 FL 130'a S.i1° L°'I"{$c' $d'rm"c 71'""'"v .'^..• __... _ _..{g_' q _ $} $S g y ll 5.123'Alum r1. 3_ U u^ Oy 8 �— U d^ d �^ I $ �B d3� Tuec Man a `" Anchor C9p PaWema sanve� 2a rvie+e SY car. ,••••Z, 1/P 85 Eko LICEI[o eFYo YW A� LYE SVJ e'II6tin prklly Ty(v` Y18•EXONIrCm 1N F1[oUtRm 118•Eke VO�m L10EkoVIVSg1 11S Eho1PR[m AaPonnm M3m P®r6%or A4; YRw (CS)9[RF 1651 emP9 [e.YP z arm r avY z atrs P n� o5r Eas m+urcelm} 1• atm 1• a[Y[' sva• TABLENOTER I) SEE SHEET 1 FOR INSTRUCNONS ON 0.SING TiETABLES AND SHEET25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FORGENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDWR OPENING MOMS IS ALLOWABLE FIGURE 1: 3)MULLION AND MULLION CLIPS SHOWN ARE DTO IMENSIONAL FORSKACIIONSDIMENSIONS,SHOWN ON SHEETS 21-23. • e 'Q HOLES TJ BEORILLED INTHE FIELD FOLLOWING DINFNSIONALftESTRICTONS SHOWN ON SHEETS FIGURES SHOW SUGGESTED, APPROMMATE HOLE LOCATKNS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 331 SPECIFICATIONS. WILLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTd O9D. WOOD SHAM BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE W9 TB AND BE A MINIMUM OF.12T THICK STEEL STUDS TO BE A MINIMUM GRACE 33 AND.04 THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.125' VICK AND A36. ALL ANCHORS INTO METAL SNALL EMEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. 910 & M2 ANCHORB INTO WOOD MAYBE STEEL 1M SS. CR 410 S.S. TISI THE YIE11 MAY OBTAIN z PRODUCT REVISED as compplYing with thn Florida No".. a 17-0630.01 laPlrn -. Wale11CZG12O2' B Miam Pro uc Contro .k i No. 58705 IN.1.0 IJM MI➢00n Capacity Tebb bBMa Cp.nln9 WMW (forwltlaryaparrilg nations) or Opening NeiBM(SSFCAIDIBE{YEpWYi1CI51A RL9) •AN WF TOp Bah Bmn lash Won IIOM Isola 31fi'30 gwbnyly tnv]M TrrylllmA. q F^clv'Mm IAaenB T'WA1m0. Lea1n9 R<ElelpJer lae9n3 RgYTlma. le°4M Reclenptlar lDvana I Terlls Led.Lann,B PesMWb "aNfilvq. Use, NtivgaeT Ineft TnpiAmq. LoWn9 Peclvq+ly lmias TegTrlelq. Lonam Reanna Laa6nB nvRY 9 lman0 ReM"p'Iv Inadas Trm•1'Iv6 Igtln9 DEMAL BAYMULL i. a d� d yyqLq J� i 3 L S� aFp ale L Ila S' 8X III i - ygg 11 T@ U E �� ' � A4'^ ��' i• b �� 9B n= � a_ �� a a 3' go g 5 �� S 3� � �8 � � � E 13N lase 9A Imo Am +ma zu Imo 1'2 nag 99a I140 a09 tm.B PR BIB RE.0 IlID Iroa .1 IM. INII 'No 521 In. Ile 170.0 WI Ma IM Iro.B "1 10.1 n10 INA -1 bF ..0 1M 11. 524 SISA B!a Im.. - n4B Bm 1mB Ca tiaa f+'+1 in lmo Sol Ime Im In, BI1 1740 1417 SAID BW loot$ %am inn I No lass I Ima I74B No 91J2 tool Imo soa SaRBF two TII nao WJ 1roA rM Imo mf DB.o 1. Imo M1 lma Imo tmo Rf uao Iw Ima 2n ld➢ IM Ina 2M INA lw MA TY Ina lw R4o TM fax. 1w like lY 9N, Ima 1W no.o .rs no.0 N. INS BM n4B Ilia tlao 2d Iroa Ima ImB Bm IMA NA Imo m1 tu] 119 n4a aM @4J nW noa MI INA I'm tmo 811 Sal Ila Imo Mf sok t"A as II0.o roI tme I IID.0 m1 W. 1318 nag 0]! IK+ 1310 flag 9" 1]AB Via INA we Ha.0 ITS 1i21 9N 97.I 1M8 1e.1 ita mA m. Ib.l dJ ]].1 ntB 119.1 M3 Wm 11a No 1740 A9 Ima 111. IIah .0 t943 11W 1R0 03 1]IA 11M INA MI IIB] IIN Itl1 .9. last 1110 INS M5 .1A 11M 1R2 W1 11.1 IIN IM] Bm BS] 119a 1. .N { MF Imo MI llao MB 1S3A 1d3 1BSA MI IM. 1W 11flB MI 111] lBn in am IDIA INS 1.I Bl9 M.1 id. IIflB BL' l61 IdB 1W.1 B31 M.J ION 102 BI. 9.1 1013 1M2 OIB b RF 140.8 aM 1414 181 ilTA an 1M.0 T1S t04S eW Ila, 1N AS. Am fa. TII 1B3 MD 920 212 mI OW a.3- 149 ]B.1 BW mS OW Ma M0. no LBO 4l0 MO ]6J BA J fah 110.1 TW n!A BM MA l5a 1m.I MB W.3 iM W.] M] ]lA TM W➢ A9 M.B 1911 11B &J 54B 2W 11.7 P!5 108 TW M.1 WI I2.0 1W 82.f MA ]1.I TW 81.! Ail 2 ne, 1f0.. TM I11! MI 9i.] IN 841 ON ]B.1 iso Po.B AR ml 1v0 nA ASM.B To no fill 9A I90 BBI assIB] ISO90A 091 99A no ADS 9M NB IN M.9 600 MF iLi ]m >lI 1'V 00.1 VS B]A 191 !la 561 BI.A w 111 MJ la9 11] e.1 M] MA IM XI . 14B 1@ ]0➢' 9N A.3 H3 34S M] Al w Y[] W 311 w MF v9A IM Bl.l w IA! I99 61.! li9 IlA 4H M.S IM 9.1 IY ]9B eM AB IW N.1 IIB 29.T IM A3 IW ND IM 51.1 aEo M] .M ffiB ]91 10.8 10 b.0 ]W IMN H.1 'Ni 12. Al NA M1 YB aN AS ]M 31.1 Nl oLl ]91 21A AT 2f3 3M M➢ ]]J ALB Ef l21 ]iS nA -1 19.T N1 11.0 ]91 1).S N9 111N ]eI Bm ]42 SV 33.E 2la ]3,0 3]0 i!a 90 a n5 Mo ]W 25] ]S 11,1 ]m IIB ]f0 1B8 DI3 18o JA 10.1 WS 1mh ]OA ]1T mI WA E.] JD XO ld 218 ]t] 323 ]BO 190 311 10.9 ]m I4B ]1l RB TI3 144h 17.B LV 1]d 141 AtlLt TJn lanah.r Ce latT..Dluhal 6uaiN1. 4.R fueml. ]SY Tana.I GN I EIEv.GNU I MaW 1/{`88Ek0116'Elco 1N'68 Eb0 Ila Tn..Anc110lCUpPdatm.LISEIw-as111'EkoUMvvnAS..51 Swaps)Saliew 0, I• a- S• aVl Slam 1• aV2 1• al? P 11A 3' oam,ne.1.nrtvSM.M9W3'MIa. a O.C/RIh5Ary6Gp l(ikl.lk ]'Aka SBOSa 1a9b aAkv 1R.IG SiSb 2MIb BN k. lWb 911W Onan BN AaoFvillsa.1181m M.b Monm IMSBB M2 IImWPnAm B2.11']An O,C.1R1la5AryMfJI / k]S 113o18v11ANIA d.lb WA I.SBM NIA 1]AM W4 Im Im01W FIGURE I: F1 FIGRE2: Fe 17-- . FIGURES ANGLECLIP �URES 1�BE USED W PAIRS, TABLE NOTES 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND $HIM 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANCHOR OPENNG WIDTHS IS ALLOWASLE 3) MULLION AND MULLION CUPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS. SEE SHEETS 21-2]. HOLES TO BE DRILLED IN THE FIELD FOLLOW NO DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23• FIGURES SHOW BUGG ESTER. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AG 301 SPECIFICATIONS. HOLLOW AND GROUT-FLLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM G90, WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTHERNPINEWITHANSGOFO.55.ALUMINUMSHALLBE000;. MOSEAMINIMUM OFA1 THICK STEELSTUOS TO BE A MINIMUM GRACE 33 MD.NV THICK(18 GAUGE). STRUCTURAL STEELTO BEAT LEAST A2V THICKAND PG6. AU-ANGHDRS INTO METAL SHALL EXTENDATLMT 3 SCREW THREADS BEYOND THE MATERIALSIO & M2ANCHORS INTO WOOD MAY BESTEEL• 18A S 9.OR410 S.S. as- MY MULLION HULLION CAP.e W� vPNCXOR Cl P.e FORMULATO OBTAIN THE -ANCHOR REQUIRED' CORRESPONDING TOAN WHICH MAYBE USED TO QUALIFY LL ANCHOR OPTIONS FROM THE PRODUCT REVISED as plLInj with the Starkin Bu1101ng o NOA-ND. +7-0630.01 *: NO. SB105 A LYAW'IALLER P.E. TABLE IBA MURSOQ a Te010 s5!' Opanln, IIIlEaOAapprrerO mWerel of Op¢ning HelBM(krblaaYaLYaPerrer0lmCwre) Wb lob Imes 140b iWN Iola MN no asb flevM1nwlu lvaAN ]]aPTBvng I<vdn9 PatvpNn Lip padiAvra Latta PeelnWn Lm6p Trop'Tlmq. Lmdnp PovYn9Wr WdBO T1epmYn9 Lmm:x role Anp9 iyV]Mlg. Izah, Raear Ined:g T�?M:p� LvvinO Rsib 1b, Wd9 Ta".n.. LvednOLv.9n9oEO.AL= RLaermJ26"46 SAYMULL _ $ $ y ag Yg aa` a�xE id�@le mfflf�61 �t gg8 6 €�. gpfi�a� ag voB arm Imo 4ss 1m.a rN nno4mnaooW+ro.DsWnovax 1ro.v s19 nno trio voo sz+ 1rd0 nao m +m.o INS nO.D sN ImD ms noa m Ivv.3 +en nno WI IEh1 vaa )a0 1Tv.o WI Ima SM Imo w+ noa eu nao aD no.0 1+]J tmo eel Ima n>5na0 WT un nv.0 So +wT IWT WSA wo No.3 IOU Ima ew 1xz.e 1wT Ima sW somsF +ron >N 1ro.v WS 1m.v ea +mD aw n0.a Iola ay.o 6N v9v 11a Irao rn noa vu Imo m uw nno rw tilt tsW na.v Ta 1a.1 1a2 non rW ngl +Su vaa zW NF eves Irao ImA m) NS Imo +mo ea rot InA noa a! law nao Imo ew Tn noa nao N1e 1240 1ro.o nao ]sl We nD.¢ In.I 1II3 1]a Iro.v T/oa a3 9N Imo I3ar uW IMN nao non wT 9a uss sm9 Ima +ws I ese 9w uB3 INS IIW 13M 4m.o 19.1 al wx Ho.e w.e Me lae non ler.l w+ 9W an ma 1455 11a n6.o +eM NI !v:WHnao w Imo Tls noo m0 Iroo ea leza txn nao 910 4-M Ixn sN5 9w Imr W41 +52e IMS Ixn 10.1 az 95o I$n 1152 a5 eIe 12a 1]v 9w TIA uN mr m5wH nD.v m4 Isla BM +rav t6ae 1116 TW en Tn vac 1N.T Illd uw 1010 a9 Irao IN.S 1'da ew we R9 Nel Hw BelaUIw.1 I1u Iwo +Sv Im.2 as w rot n9.9 111.a we Da Ima BM +n9 114 9aa w3 We 11. U. e9s TO na Iota 9S the sass sez 9a en no nM iota P Im4 as W] 9R Sir 1 e55 ma n3 Ha 1010 9W.r nos a.e w0 Ta i+6 m3 Wa aB.l ❑90 Iwo RH 110.1 Sze )13 em mo r10 NB as aa.B nM tom 9M He+ w.r me, eamis Tw1])A ]069 I061In.t e61n26 IDI Iwo wl 11x.e TN 9a! <61 a.0 R! ml wl665 }13 TD.e Bel 51.0 ]w wt Ts.l 6N " 651 W.1 WI I3.1 vet !le 513 ]9.] W1 011 SRwN W.) NB 511 nl wB 619N1 N.1 04 629 wl 61.T eN M1 NS 4CO No sag ei) No dr.0 53a JL! NB It➢ 610 Ha NB M2 511581 1TA 119 R➢ ICS ]90 N9 413 109 3a N.r W3 a! IU 51A SST 191 >a AMI xBB a6 NA 11.6 ]I.] led at 37.9 as aw N9 NA AB lm Wx Sa N0 YI iel dm 3}) x61 3a0 Na HB ]lA x2T 1W Rl 21A I1.1 w9 U9 ]0.5 xn{ lV:aF bt +5.0 a19 16➢ 399 %"a N.1 1]5 15.a ]w M.6 1H !].0 379 31.5 dE =I n3 V.9 I)3 211 ]6/ L! 1E ffii X$ 'ILL lxe wA Me 161 425 MY TM I&' GS 1-0 Nd lm In ]1.B i61 J1.3 wl M1 J51 ie.e ]M x1.0 ]W 2'.6 ]w 31.5 KI 326 ]11 iB.1 !N ID.5 ]1] t].3 %{ 1w JW 1NI0 m2 x53 N.4 ]w 15.6 3ST 1].1 xb TABLEIBB Anchor Ca ae1 T9FM S9 BabILW 2h OlCMe J3 mM Ib9p109V NWfYV Pi N4W 105m easmI1ue:>+ as L13'Ehv UNsm 1/1'Fh011]e.m aL1C Ekv Uvem iMQVUltlaem AgRMb 6ueew3l 6B:wlfi'11' 9-1 41N' 4fu'Me 4W IM 330n000v ZlOvv XOIW]51 Pmn11p 1]016a wvl4MI bF tv NOM WOIb WF 11$OIM rN lb IOn OvOANMa®2n•M.a G3Y MaO.wQ)LSArs11QM1(F0.4 TMEa TbOM TaIM IWOMa 15m 105p 1b _ MW O.GIlA1ISA0LlO WR/ .3): 11IDIM If401N a0 ke $3NIba R61b WA NOIM WA FIGURE 1: FIGURES: FIFI .UR 1 m ANGLECLIP (FIGURES lJ) MUSTBEUSEO W PAIRS. TABLE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS, 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS S ALLOWABLE S) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 21.23. HOLES TO BE DRILLED W THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-M3 FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS HOLMAY AND GROUT -FILLED OONORETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM O.W. WOOD SHALL BE PRESSURE -TREATED YELLOWSOU ERNPINEWITHANSGOF0.55.ALUMINUMSHN.LBEWB3TSMDBEAMINIMUMOF.I2S THICK. STEEL SMOG TO BSA MINIMUM GRADE MAND.045' THICK(18 GAUGE). 57RUCTURAL STEEL TO BEAT LEAST.125' THICK AND A35. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST3 SCREW THREADS BEYOND THE MATERIAL 9105 912MCHORS IWO WOOD MAYBE STEEL, 188 S3.011410 S.S. I CHORCAP.-- eANCHORCAR- LLION CA➢.- RMULA TO OBTAIN T HE'MCHOR MUIRED' CORRESPONOINGTOAN SSURE REOUIREMENTFORTHE 1ENUISLOWERTHANTHEMU ION ROM THE TABLE) OF THESELECTED ALL YIELD A MINIMUM ANCHOR RICH MAYBE USED TO QUALIFY ANCHOR OPTIONS FROM THE PRODUCT REVISED Ss complying wth NB Fladda wam, wee NO".. 17-0530.01 Explranpn Onto 05/26/2021 *: No. 58705 I srNmABpcuv 6061T0 A111M. 2.000' I %SECTION 125' f CUTHERETO I I L J 6061T6AWR1. .375' MIN. .125' 2.]50' a7s 1'XZT5-XS?7MULLION 6063.UALUM. %SECTION 2.126• UCLP e0 ECTI N %SECTION ,25•� 41 336"MIN. A UCLIP BOBSTIAUIM. O,VIEW CENTER OF PNCNOR HOLE MUST L66 WIpIIN THEpA5HE0 SHEETS SD FORTHE ANCHOR O.C. 0RE MAtOMUM ANCHOR HOLE _.375 DWAETER ANCHOR MIN. DIAMETER TIA6'. B 2%57MOLE LIIP 60ECTI 2. n• %4ECTI N ON LI i L I t25• .37V MM. I— noel-ie uuMIP C MEW CENTER OF ANCHOR HOI-SEE SHEET &ISFO NTHE DISHED BOV1mSTANCE. SHEETS 16 FORTHE ANCHORO.C.DISTANCE DIAMET ANCHOR HOLE ONMETER: ANCHOR DIAMETER• 1/iB'. Mull Dimension(slreet>n POT P.dt Mullion But. Clip Offtt Gip UClip Angle Clip 1-Xi'X.12V(5) BoBcS 68611310 M1118M 666243M 666511M TX4'X.375'(6) 66M 6E6114M 6661119M 668244M 666512M i'X2.75" X.375'(7) 66607 666116M. M1120M 666246M 666513M 1•X2.75' X.650'(8) 66608 OW116M 6WI121M 8652A9M 866514M 1'X3.125• X.500•(9) 666371A 6661116M 6061114M 666242M 656515M 1.2ITX3.188'X26S(12) 66641M MJ117M M1113M MM41M 6E65,6M 1.2GX211'X.12S(7B) 69370 WA WA WA 665517M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOl1OWNG DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 59. 12 & 18 FOR SUGGESTED. APPROXIMATE HOLE LOCATIONS & ANCHOR O.C. DISTANCE. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. TABLE A Dimendon Valua On) For Mulllon: A 1.025 V X2 X.125' B 2.851 Aluminum Tube Mulgen C 0.886 D am A TAM 1' X2' %.375' B 2409 Aluminum Tube Ming" C O.6S5 D 0.490 A 1-.875 VX275^X 375 Aluminum B 3.000 C o. BT Tuba Mullion ❑ 1.118 VX2.7YX x6o' Aluminum Tuba Mullion 1' X3.125' X .600'Alum Tuba Mug Al. 1.25' X3.15'AJum' x.26S Alum Tube Mull 262 1..121- A t.e13 A.1T Alum Tuba Mull PRODUCT REVISED BuiILInPIy gwIN No R-1dv NOA-NG 17-0630.01 * : No.58705 12SXUTXAOP 12Y X 3.25•X 624' MULLION MULON 600}TS µUM. 800ST6µUM X-SECTION X-SECTION I•X4•X.3M T-MULON 6063.76 µUN. %SECTION 115P 3 S4' 100- .62 4' '_1 -1 820' i- 1.25•x39rx62r MULLION 600SINALUM X-SECTION }{�.129-11-,12s e .10' STANDARD CUP I5" Ir Ey R.000" 608}TB ALUM I ULUP 2.000' MSANOLECUP %SECTION OOg3-T6µUM. 6061Tf ALUM. PIH IXSECT414 %SECTION 12VZ 25 J I I I I I I 1 1 I I DENIER OF ANCHOR HOLE& WDHINTHE OTSHED eW NDP 6HEETSI0.I7FORTHEANCI DISTANCE. MAXIMUMANCHO DVd1ETER: ANCHOR DIAMEII 5.50 3T6" MIN. 36.DAY MULLION 600}111 ALUM. I %-SECTI-SECTION %SECTION I NOTES: � 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTXINS GIVEN ON THIS SHEET. 2) SEE SHEETS Ia. 11. 1}15, 19 & 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. IRATE F{LP.SEE I '�5• RA4F.SWET! .3T5' CENTER OF _______ ANCHORHOLE I I MUSTLIE WUHW THEDASF3D DUMB BOU SEE F UN 10.9 --- FORTH E FOR THE F I I DI6TANGE MAXIMUM I ANCHORMIDLE DIAMETER: _______ J ANCHOR DIAMETER - 1/11Y. STANOARDCLIP LLCLN 5063-T6 ALU M. 606}16 ALUM. E TOKEW TOFMEW .3T6' I I I 1 I OFFSETCIIP 006}TB µUM TOPVIEW TGRI F I nmMT Dlmanelon V.1t. Ur) For Mullion: Olmenalon Value Cell For Mullion: F G 3.687 1.000 1 4'X .125' Aluminum Ian F G 1.060 0.600 135 9. 5• X.624' AMnllwm Tube Mu0lcn H 2.6m ambA H 1 1.43B 3.250 F S.187 1 11.14'X .3T6' AIX. TWs&-r F O Z026 1.126 A G H 1 -'- 2.430 3003 H 13.250 I.WO F 2250 1T5•X&26• X.100' fi M anon Tube Mn6un F Z813 0 H 0.I60 t.511 F 2.9I5 3"I -Mull Olman9on hhealq POTPeM16 Mullion 6N. Clip OBrAICIIp UClip AnOla Clip I-Xr X.128'(10) 0965 U6111.M M1122M GW41M MUM 1'X4•X.3T6'(11) 6B810 646112M M1120M 608242M 086516M VXrX.377• 011 1.2TX32VX.10P(13) 1.2Y %3,25•X.024'(N) 0898] X160RW12 Z161120315 00tUM 6 IUSM 6651126M M6112M 6601124M 5061125M 8MCVA 64044MM 8602411M We819M e6E511561 eGMHSM 125•X3pIDX.UO(1S) 20162 M1117M 6661128M SM241M M17M 30 Ue2rte(19) 6060 NA WA WA 69511OM 45 Drane(20) 68850 NA WA WA 88 ..... TOPVIEW In 18 1. PRODUCT REVISED fluld1cggwith the Floddo iin9oe HOA-Ru. 17-0630.01 Eapl-DAn Dau,05/26/2021 Q 5 B miplp op a ae rm y4� G is d O z N \1\1111111// ......N4f 9}8�705� :. o A. LVNN MILLER, P.E. O FL P.E.068705 Mull Dlm¢nalon (4t'X.24) PGT P6 NO MMlllDn S1C. CIIP LLCIip Anpl¢alp 2- X4'X.26'(18)' 86602 66fi261M 6662T1M 6866f 1iM Z' XV K.26' (17)1 66604 1 66626P10 1 666272M 8865113M NOTES' 1) HOLES TO BE DRILLED IN THE FELD FOLLONMNO DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXLUATE HOLE LOCATIONS. 3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 020M.- .375 I MN. 250• 2'X4'%.27 MUWON 6063T6 ALUM l4SECPON .250• q— YXB'%34 MUWON 3063TSALUM XSECRO.N STANOANDCLIP UGLIP 2XSANOIECUP x �' GWB TGALUM 8003T0 ALUM.. 0003T0ALLIM. %-SECRON 2.125•L'It XSECTION 2,1M* %SE=ON2S .125L N T:UiI Z S�iT� & ° m UTHE� 6LD0•---I' !A>.• W CS° 6TANOARD CUP 6003TMUM. TOPNEW 37W r MIN. __ ' 1 I ______ I I _______^I I I I 1 ' 1 I —I — j I I I I I I I I I I 1 I 1 1 I I I 1 1 1 I I ------- I __ STAR IXIF 00 UALUM TOP VIE'A' + a.aae• 375 __I__ ' I I E t 6438' g I I i I I U CLIP fi063T6ALUM, USED ION, FOR MULL5HE�t7 TOPVIEW 2XSANGLECUP sm8 TBALUM. TOPNEW PRODUCT REVISED plyNg wIN Na Fload. 9POEInB C¢6¢ N04NP. 17-0630.01 GplmNon Dal>0512612021 �.: N0.58705 . EXAMPLE VSINGLE VERTICAL MULLION I SEE 6@ FEN6TPADIXI DETAILS, R PRCOUC SHEcT6 AWRWAL 33 4 4 De�uLs. 61G£t5 S.l ND SNCNOR6IN WI/HW W SILL --yf—wummx THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME OEPTH IS 2.114`.THE OPENING REQUIRESA DESIGN PRESSURE OF- 0A/40.0 PSF. 1) INITIALLYASSUMING THATA t- WIDE MU WON IS BVRABLE.THE MULLION LENGTH IS 72-AND THE OPENING IMOTH I832'+32N'•6S. REFERENCING SHEET 25, THE COLUMN USING RECTANGULAR LOADING MUSTBE USED. SCAN THE MULLION TABLES FOR A MULLIONTHAT IS AT UEO STTHE WINDOW FRAME DEPTH OF2.1/4-AND WILLMEET OR EXCEEDTHE REQUIRED DESIGN PRESSURE OF+W.WHID.O PSF. IF THETABLE DOES NOT SHOW THE EXACT SIZE, USETHEE NEC' LARGERSIZEAVNUIBLE FROM TABLE 3A, SHEET 7, THE V X 2.75-X.375' MULLION (LENGTH=T2', OPENING WIDTH -70') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS+AW.3 PSF AND WOULD NOT BE SUITABLE FORTHIS APPLICATION. FROMTABLE4ASHEETS,T 1'X2.T5'X.E50'MULUON(LENGTH=T:•,OPENINGWIDTH•70')HASADES(GNPRESSUREOFK72.7PSFWHICHEXCEEDSTHEREQUIREMENTSFORTH@ OPENING AND MAYBE USED INTIHIS APPUCATON. NOTETHE ANg10RCAPACITYREWIRED OF 636 LBS. 2) USE TABLE 4BTO FINDTHE ANCHOR TYPE. ANCHOR QUANTITY AND CLIP TYPE REQUIRED FORME WOOD SUBSTMTE BOTHI HE STANDARD CLIP WITH (4)#12 ANCHORSAND THE 2X9 ANGLE CUPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 885 LBS, THOUGH EITHER ONE GOULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LONER DESIGN PRESSURE, OF MUWONS OR FENESTRATONFROOUOTS, WILL APPLYTOTHE OVERALLASSEM,BLY. FINAL DESIGN PRESSURE REQUIRES THATTHE BOTH THE MUWON AND THEFENESTMTION PRODUCT BE INSTALLED INACCCRDANCENTTH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATESANDFENESTRATON PRODUCTS TO MULLION. INTHIS EI(AMPLE,THE DESIGN PRESSURE REQUIRED WAS+/-80.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINEDTO BE 72-7 FSF WllTl AN ANCHORCAPAOIYOF 638UM-ALTERHATNELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULACOULD HAVE BEEN USED TO CALCULATE THE ANCHORCAPACITY REQUIRED FORTHE EXACT DESIGN PRESSURE OF60 PER (60PSF)X/636LBS \•524.9UM (MAYBEUSEDT000ALIFY#t0Si SCREWSFROMTABLE40) ' 72.7 PSF / THE BUILDING SUBSTRATE IS MOM TOBE CMU ONTHE JAMSSAND USESACONCRETE HEADER AND SILL THE WINDOW FRAME DEPTH is Z. '.THE OPENING REQUIRESA DESIGN PRESSURE OF+5=450 PSF. FORiHEVERTICALMULLIDN: 1)INNIALLYASSUMINGTRATAI'WIOEWUCNISSWTABLE,i EM1 ONLENGTHIS32`NTN-=tOVMDTHEOPEMNOWIDTHIS36Y36'N'•73-.REFERENCINGSHEEFYS. THAT LSAT LEAST THEWWDOWFRAME DEPTHOF 23 ANDWIU- Z F Wl m So M' rp p o THE COLUMN USINO RECTANGULAR LOADING SHALL BE USED. SCAN THE hULUON TABLES FORAAULLION N 8 & MEETOREXOE WEREQUIR DESIGNPRESSUREOF+5D.01-55.OPSF.IFTHETABLEDOESNWTH SHOWEEXACTSIZ$USETNENWMGERSREAVAILABLE ' ENAMPlE2 MULTIPLE MULLIONS SEEDETNW, FROM TABLE 3A, SHEET 7, THE V X Y.78'X.37V MULLION (LENGTH-108'. OPENING WIDTH• BOT MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS+/-15.1 PSF w K Q. .E¢ y N M... 61EET324 AND WOULD NOT BE SUITABLE FOR THIS APPUCATION. Q W z 0 0 FROM TABLE 12A SHEET 16. THE V X 4-X.250-MULLION (LENGTH =IW, OPENING WIDTH =B07 HAS DESIGN PRESSURE OF-W-7 PSF WHICH EXCEEDS THE REQUIREMENTS �o FOR THE OPENING AND MAY BE USED M THIS APPLICATION. NOIETHE ANCHOR CAPACITY REQUIRED OF 971 LBS E@p B ] FEI1E61@PATCN OEINLS, BECAUSE IT IS NOW KNOWN THATTHE MULLION WILL ADD 2-TO THE'MDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTN IS 3E+35'+2174`, NOT 73-AS FRENOUSLY OPENING. ALTERNATNELY, THE WINDOWWIOTHS MAY BE REDUCED TO MNWNN PROWCTfi APPAOV0. SIEEi9 ASSUMED. VERIFY THAT THE DESIGN PRESSURE 15 STILL APPLICABLE FOR THE ADJUSTED T4 �— THE 73`DIMENSION (3512'+30-02'+2-=73'), PRODUCT REVISED a plyln wItM1 BuiMing Cotle NO FIPtltla ILF 2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND OUP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAI.Ipm:. ASSUME THE PWPEO CLIP WERETO BE CENTERED WITHINTHE 8-. CARE MUST BE TANENTO MA MNNTHEFABIENER5 EDGE DISTANCE NOA-N.. 17-0630.01 M �I j CONCRETE HEADERAND SOILING W WIDE IF THE MULLION USING THE STANDARD CLIP WITH(6)3/t8-ULTRACONANCHORSATANEOGEDISTANCEOF2-12'ONESANPNCHORCITACGYOF10.50LBSWHICHISGREATER,AND CAPACRI.OF III LBSLEN(1]N EapimUPn Dale 05R62021 Re"HSEE THEREFORE SUITABLE. FORTHE REQUIREDANCHOR DGII.. SHFOB FORTHE HORIZON7ALMULLIONSOPEN GNOG'# BECAUS'ciHEVERTICALMULLWILLBE A2'X4'X.1W'MULLION.INTHIS EXAMPLEWEWILLMATCHTHEMONZON7ALANDVERTIGLMUWONS,ALTERNATIVELY,ANOTIERMUWONTYPECOULOBE CHOSEN.xORR�.rTITHEMULLIONLENGTH LDU�l I HEET1, THEOPENINGHEIGHTISNUOUENGIN='.2'.OPE INGHEIGHT 28.THECOLUMNUSINGTRAPEZOIOAVDtlANSFMICH EXCGMAYBE MULLION(®LENGTH.NOTE HEIGHT=120THhEUIREDN PRESSUREOF H-0iO.O PSFWHICH E%CEEDS THEREQUIREMENTS LBS. THEAN FORTHE OPENING PND MAYBE USED IN THIS APPLICATION. NOTE TMEANCHOR GAPACITYREOUIREO OF 631 REUIREMENSFORTHE OPENI6,THEMAYBE.USE 2) USETABLE 12BT0 FIND THE ANCHOR TYPE, ANCHOR GUANTRYAND CUP TYPE REQUIRED FORTHE CMU SUBSTRATE. IN THIS EXANPLE,ASSUME THE CMU JAMBS ARE W WIMN THE O',CARE MUST SETAKENTO MAINTAIN THE FASTENERS CODE DISTANCE USINOTHE2XSANGIE CUPS WITH 2 WIDE.IF THE MUWON CLIP WFAE TO BE CENTERED (4) VIV ULTRACON ANCHORS AT AN EDGE DISTANCE OF V CANES AN ANCHOR CAPACITY OF WMWHICH IS GREATER AND IHEREFOREBNTABLE,FORTHE HEOUIREO LBS w ` 11II)Ilr , .`,ApN....... ANCHOR CAFACTYOF 521 4� CC �� 36}NaRJL J 4)FORTHE U.CUPINTHEHORIZONTAL MULLION TO VERTICAL MULLION, USE THE SAME LIP ANCHOR CAPACDYOF$21 UMTABIE US FORTHE UCSHOWSTHE ANCHOR SUITABLE.FORTH'c REQUIRED ANCHOR CAPACITY REQUIREMENT OF521 UMTHE ]3CENSF'., �— .�f1 �Y'.xORR MLLLLPNDTI MILLIENOM CAPACITYIS 107405WHENUSTNO 3ANCHORS,WHICH IS GREATER,ANCTHEREFORE 1`� S �.: No. 58705' (YYNINSNfDIH FQRVERRC4MILL ANCHORTYPE ISAF123TEELSC3REW. FROM THE ABOVE STEPS. OUR MULLION DESIGN PRESSURE IS: _ ~'a �z- +1431.i PSF FROM THE YERTCN. MUWON: N-170.0 PSF FROM THE 36' HORIZONTAL MULLION ATTACHING TO CMU: �':� All QA� ® ��q'•. SATE (0� +/-170A PSF FROM THE 35' HORIZONTAL MULUCNA77ACHINO TO THE VERBCALMULUCNI(INTERSECTION] RIOP:'G\�C THE LOWEST DESIGN PRESSURE IS+/E4.7 PSF AND WOUW PPPLYTOALLOFTHE MUWONS....... ,SA/O1NgI. E`NIH.` VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THI3 MULLION SYSFEXLTH'e LOWER DESIGN PRESSURE. OR FENESTRATION REQUIRESTHATTHE BOTH T ANDTHE FENESRATION PRODUCT SE NSTALLED iN A LYNAIII/AI-L�It, PE. A ACCORDANCEWAPPLY OTT WO 9PEL ASSEMBLY.DESIGNRMULDOM ODUCfS FL P.E.# 5870 EXAMPLES OF RECTANGULAR LOADING: LOADINGOFVERTICALMULLION LOADMGOFwRTG&MUUUON S ULOFWINDOWSNOTANCHORED WRH INTERSECRNG HORIZONTAL MULLIONS " LOADINOOFVERNCALMUUON LOADINGOFHORRONTALMULLION SlLLOFWWDOWSNOTANCHORED WIIHINTERSECTINGVERRCALMIJI P — w PW LOADINGOF VERTICAL MULLION LOA PANELOFHINGEDDOORISNOTCAKUREDORANCHORED WiTHINTE Posl EXAMPLES OF TRAPE201DAVTRIANGULAR LOADING: rf 1OA01NG OF VERTICAL MIIWON ?. W{ $ 1 LOADINOOFHORGONTALMULLION LOADING OF HORZONTAL MULLION j Q d .- z I- Q X Pry w i N w�z a'o§ PIN I EXAMPLES OF TRAPE201DAVTRIANGULAR LOADING: rf 1OA01NG OF VERTICAL MIIWON ?. W{ $ 1 LOADINOOFHORGONTALMULLION LOADING OF HORZONTAL MULLION j Q d .- z I- Q X Pry w i N w�z a'o§ PIN I I I IIell IOADMG OFVERTICPL MULLION � Pw iZ wa � z V o a 0 SWDH 0 3 A €� E� 4 PRODUCT REVI6EO PI In Itl. tM1c PfIGn Ie Bu➢Clog �o�o � NOq-No. 17.0630.01 Ex,f. . mw 05/26/2021 LOADING OF HORIZONTAL MULLION LOADINGOFHORIIDNTAL MULLION NOTES: B p ePrvrvEEuucc 1) DRAWINGS ARE RERESENTATIONSOFTYPICAL , PIN CONFIGURATIONS. CONFIGURATIONS NOT SHOWN \ MAY BE EXTRAPOLATED FROM ' THOSESHOWN, ' 2) IF WE LOADING TYPE CANNOT I LYN,y��:, BE DETERMINED, UBE RECTANGULAR LOADING. ;`BONY �•. `* 3) SEE PRODUCTVAPPROVALFOR ND.5B705 * ` AC ANOHOR LOUTION3. .. _ Ao a d� YPn'+�TORIDP,:' �4' LOADING OF HORODWAL MULLION Florida Building Code Online _ Page I of 4 *"" E� lip r t E e BOS Home LagM i User Registration HotTopics I Submit Surcharge f Stes&Facts Publications contatt Us j BQs site Map l Unks t S.rch db a tomi'■�! -Ps Fa"d Product Approval Ia USER: Public User Product Aoomval Menu > Product or Armicmium search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By a>App"couon tan SCANNED FL243-R22 / Revision St. LuCj 2e i e County Approved BPR. Approvals by DBPR shall be reviewed and ratified by the Commission if necessary. P(T Industries 1070 Technology Dr - North Venice, FL 342 5 (941) 486-0100 t 22318 stries.com ]ens Rosowski jrosowski@pgtindustries.com Lynn Miller, P.E. 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 lmiller@pgtindustries.com Windows Fixed Ifi.h n Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Yea[ TAS 201, 2F`21 L E COP1994 Y Product Approval Method Method 1 Option A REVIEWED FOR Date Submitted 89/25/2018' 1 CODEC/'eOM LI�'NCE Date Validated 10/15/2018 S . LUCIE COON i F Date Pending FBC Approval Im ®{a CC/� Date Approved 10/22/2018 ® https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ35 VD3 j z... 11/22/2019 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 243.1 CA-640 Fixed (Non -Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R21 C CAC 17061413.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061413 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: 243.2 CA-740 Fixed (Large Missile Impact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R21 C CAC 17061415 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2023 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 11 17061415.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: 243.3 PW - 220 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061405 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2021 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 11 17061405 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: 243.4 PW - 620 (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061410.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061410 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. EvCraluation Reports eated by Independent Third Party: 243.5 PW - 720 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R21 C CAC 17061411 odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 11 17061411.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: 243.6 PW - 82.0 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061411.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061411.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: 243.7 PW-5420 (Non -Impact) Vinyl Fixed Window FLimits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061408.odf https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqu3mwFvZ3 5VD3Jz... 11 /22/2019 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061408.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: 243.8 PW-5440 (Non -Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061407.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 ❑ 17061407.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: 243.9 PW-5520 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061409.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061409.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: 243.10 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 17061406.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 II 17061406.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: 243.11 PW-7620A (Non -Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R21 C CAC 18-0430.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2024 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 11 18-0430.04.odf Acceptance (NOA) for ct perfonrianc ormation, Verified By: Miami -Dade BCCO - CER anchorage details, d anchor pe, size, an cing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.12 PW-7720A (Impact) Aluminum Fixed Window Limits of e C - cation Agency ate ".D Approved use in HVHZ: Yes L243 R21 C CAC I8-04 df Approved for a outside HVHZ: Yes Quality Assurance Contract Expl ion Date Impact Resistant. 02/19/2024 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R21 ❑ 18-0430.05.Ddf Acceptance (NOA) for product performance Information, Verified By: Miami -Dade BCCO - CE anchorage details, and anchor type, size, and spacing Created by Independent Third Pa information. Evaluation Reports b Ind¢ en Ird Party: Back Nert Conrad Us :: 2601 Blair Stone Road, Tallahassee, FL 32399 phone: 850-487-1824 The State of Honda is an WEW employer. Commaht 2007-2013 State of Florida :: Pmacy Statement :: Accessibility Statement:: Rewind State Under Florida law, email addresses are punk records. If you do net want your e-mail address released in response to a public -records request, do not send eledmnic mall 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 Sedlon 455.275 (1), Florida Statutes, effedive October 1, 2012, licensees licensed under Chapter ass, F.S. must provide the Department with an email address if May have one. The ¢mails 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, https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDqu3mwFvZ35VD3j'z... 11 /22/2019 Florida Building Code Online Page 4 of 4 please provide the Department with an email address which can be made available to the public. To determine It you are a licensee under Chapter 455, F.S., please dick hard . Produce Approval Accepts: ® = ® RR Wiff,we-TIM https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtl)qu3mwFvZ35 VD3jz... 11/22/2019 M IAM I-j MIAMI-DADE COUNTY EM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/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 (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approve scribed herein, fs been designed to comply with the Florida Building Code, including the 'gh elocity Hurricane Zone. DESCRIPTION: eries "PW7720A" Aluminum +' ed Window—L.M.I. APPROVAL DO NT: Drawing No. MD-7 OAA, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 1 , ted 04/12/13, with ision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn i earing the Miami-D duct Control Revision stamp with the Notice of Acceptance number d exgitationzlat ade ounty Product Control Section. MISSILE IMPACT RATING: rge and Small Missile Impact Resistant LABELING: Each unit shall bear arm ent label with the manufacture' a or logo, city, state, model/series, and following statement: "Miami -Dade oan ro uc ontrol 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. 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 and renews NOAH 17-0614.11 and consists of this page 1an eerl, E�2, \\ E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA N0. 18-0430.05 MiAMMADE COUNTY Expiration Date: February 19, 2024 Approval Date: August 23, 2018 8,13�J8 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, 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, Duraseal® spacer system, Super Spacer® NXTrm 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 NOA No.16-0629.14) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window; prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel Per z, .E. Product Control a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNUTTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014) and FBC 6'h Edition (2017), dated 09/15/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option H exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 BRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/in. Manuel Pere , E. Product Control E a ner NOA No. 18- 30.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No.16-0125 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. I3-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW- _ _ 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19.-- 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MID-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel ere Product Control ExArgifter NOA No.18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/19, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), dated April 20, 2018, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. G. OTHERS 1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window— L.M.I., approved on 10/1 and expiring on 02/19/19. Manuel Perez roduct Control Exa in NOA No. 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August 23, 2018 E-4 U THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). +4 49"TIP-T WIDTH 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THEOUTBOARD LITE (CAP) MUST TEMPERED. J) FOR MASONRY APPLICATIONS IN MNM60AOE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 6" CK W 45-114"V15 UGHTWID B, SHE X. CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN I-12" THICK ME TO BE CONSIDERE A 96"1 X INSTALLATIONS. IX WOOD BVCKS ARE OPTIONAL IF UNIT IS SHEETSUCINSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS IG TARE 1-12"THICKORGREATER.IXANDa BUCK (MIEN USED)S U. IFt _BE DESIGNED TO PROPERLY TRANSFER LOA05 TO THE STRUC E.1WOOD 1THE BUCK DESIGN ANO MSTALIATION IS THE RESPONS"ILI OF ENGINEER,(EOR) OR ARCHITECT OF RECORD,(AGRI. 120M14CN(.125) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYON WALL TDRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBED ENT. I9T" NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF HE TIP -TO FRAMP INRTAI I AMON ANCHORS SHOULD BE SEALED. OVERA TIP INSTALLATION SHALL BE DONE BY OTHERS AND 15 UEYUNu 1 n SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114" SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE. USES IMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6,1/ IMPOSED ON THEM BYTHE WINDOW. ]) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTJPAUCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. 8. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE. RUOTURAV CYCLE TEST PRESSURE, FRAME ANALYSISANDGLASS PER ASTMDD, C. DESIGNSIGN LOADS ARE BARED ON ALLOWABLE STRESS DESIGN, ASO. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1A%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.1 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WO00. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3035, 3850, ]212 & 1&]]63; ELCO I • 48"BUCKWIOTH 4Y1WIBLE _—II LIGHTHTWIDTH S EET] i C O.C. I / FIGURE 1: IT0C. MAX. i DESIGNPRESSURE RATING I IMPACTRATING VARIES, SEE SHEET52-5 LARGEfl SMALL MISSILE IMPACT RESISTANCE 48°BUCKWIDTH 45-114"VISIBLE LIGHT WIDTH ,J L�_ _ F. SHEETS -I 1- 2' MAX. E. SHEET G. SHEET 98. BUCK L HEIGHT 93-1/4• VISIBLE LIGHT HEIGHT S. MAX. O.C. I-- 12" MAX. O C. Z. MAX. J FH TYP. FIN FRAME ELEVATION Miml edeRMuct CEro G JR-03116H8-UPDATED VALUES AND SIZES FOR o GLASS TYPES 5-8. 9: 14" ;, SERIES NAME CHANGE VISIBLE rc 7720A FROM 720. LIGHT HEIGHT 96" y m R ❑ BUCK a �I1.ay HEIGHT ❑ P N U' yNy 9K 0O N E9 rj yc+ 0, W Z 49 n Z U' Ip �E W a ❑ S W e p ❑ d "o ❑ fi" MA%. O.C. H a j w m 0 z O z m a O 5 < W o J W SHOWN BELOW OR. MAYBE FORTHTUSED BY INSCRIBING THE TA SHAPE I SHEETS 2-5 ANDSHAPESOBTAINING AND F. DESIGN PRESSURES'M.FROM w N J W e5 1aa�5 MAX. RABLES COVED FRAME CORNERS AND I2"O.C. MA%. FOR ALL CURVEDFRAME SPACING CORNERS AND GURE ® m p W 16HISSHROM MEMBERS, SEE FIGURE I, THIS SHEET. MEMBERSP SEE F H O O Z F—WIDTH - I-- WIDTH --I [---WIOTH-- F— WIDTH �- a Z Tj a"'S / r-- ----T T — —� r -�-r "o $ a I il� 1� 11� WI � X �� W 2 ULTRACON NOA; ELOO CRETEFLEX NOAI ANSVAF&PA N05 WIDTHS F- WIDTH --I--WDTH--I FORWOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE I: r -I 10) THE ]]20A SERIES WAS FORMERLY CALLED THE 72W020 SERIES CODES/ STANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-D9 •ANSRAF&PA NOS-2015 FOR WOOD CONSTRUCTION •AUJMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 11 GUIDE TO SHEETS: GENERAL NOTES ...:::..::.............. 1 ELEVATIONS_ ..............................1 GLAZING DETAILS .:. ..... .... ..... ..... 2-5 DESIGN PRESSURES .................. 2-5 INSTALLATION, FLANGE.............I INSTALLATION, EQUAL LEG INSTALLATION, INT. FIN A INSTALLATION. INT. FIN 8...........9 � w � Tr T s � i1 I 1 1 1L —J —w1DTry I-'- WDTH +{ I-- WIDTH -I �� BY KURARAYAMERICA,IN ® 1� 1� 1� THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 FT -LB BG"="KURARAY SENTRYGIAS INTERLAYER"BY KURAMYPMERICq INC. II x z z KINETIC IMPACT LASS NG REQUIREMENTS OF PVB"="KURAMYTROSIFOL®PVB INTERLAYER" ANSI29].1 WHEN USING GLASS TYPES 6 GR 8.11 T p DxscOPllan SIR'l If 1 16"L2m1MVM-.090"PVB-WIV HS 2 ]111T U,W Y16"HS-.0w. PVB-Y10"HS 3 ] 14116•Lxmi. IS Wt6•T-711V AIr-3116•AB-.OW-PVB-3116'HS 2 4 1-111W LemI. IS W16'T-711F Air. WIT HS-.0M'PVB-W15-HS 3 5 ]IIB'Laml 10'An-.090'SG-Wtfi"An 4 6 7116"Leml Wifi-HS-.090"SG-3I1W H0 5 T I-ili6" i.IG pwT-]/1T Air -W10"AO-.090•SG-3116'An) 4 e 1-1116"Laml. IG W1fi'T-T/16"All -WlV HU-.PF SG -WIVE 5 1L_ I— WIDTH — TU a 1L J I— WIDTH — 1 -�- / - 9c3_ 00 Window Design Pressure (+I., psf) for Glass Type i Inn0 Boe.R bT e 73 Tr 81 BE 89 93 1 97 1 101 1 105 JIN112 31 +480 NAD N-80 1 •680 1 N-W +140 +A80 1 N-60 1 N-W .IAO A +LW 1 NAD N-00 +1-80 N-so +l-BO WW +1.80 +I.80 35 +1-W d-80 +140 a a +LBD -180 N-80 •L80 a/-]9.8 +l-]9.4 37 +bW +LAD .140 +IAO ./-80 +1.19.] +1-n.2 a135.1 +1434 .1-T2.2 39 +AW a/4D N40 al-W +/-80 1 +/45.2 a1-n.5 N-]0.3 N-60a •I-66.3 41 +1-60 +IdO +140 +I.M.8 +IdL2 N41 ] •I-61.9 +I-85.1 .1.4 +1-616 4J aL60 •I-B0 +,As al-n.4 +1-i4.3 +1- 2 •I.M.i 0-61.8 +I-59.8 .1.2 F 45 .1-80 .IAO N489 •1-]5.4 N-i2.1 K65.6 .1.62.2 •169.] •1.5]5-� •I-n3 .1-T4.6 N-Tal .143.5 N-601 +IS]JF 49 .AW •/-193 .1.156 .141.9 +1-613 .141.5 0-1-n.5 N68.2N-TTS +l-]4.1 •ATO.J .IAB.T +I-59]+I-T9.1 N-]56 .l-n.4 .Ii8.8 N-65.1 £ 55 +471.4 +/-738 •1-ma .141.3 Y 5T .I-7s0 •1-72 ./A66 +165.3 59 •1443 +AT0.0 NABS fit 1 N-72.7 4/-60.1 N45 63 1 .1-712 +147.1 65 +IA9.] ai-fS.5 61 +/A8.3 1),", U. IY VIMCNiIVIVJ onVn.+f n'n. cunw -rvvu=,aunc=cv vv.ivvvvv.... ., v....... I-....-. . .-... --- THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN. ROUND LIP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTDRAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Window Design Pressure (+I., psq for Glass Type 3 LoPaSIOe,T bT n 6&7I8 T3 n 81 AS Be W 91 101 105 110.1R 31 M80 N-W NAO N.8) N.00 N-80 +"o /,W N-Bo NAD NAD 33 +l-50 +1-W NAD +1A0 .1. .1-00 •/A0 N.80 +1-50 N-80 +IAO 35 N-80 N-W NAO NAD N-W N-W NAO •/-W N.80 NAO NAD ]] .1.80 +-W +1A0 +LAD N-W +1-W ♦IA0 Iso +140 N-00 •LAD 39 N-W N-W c'40 N.80 rAW al-W H40 +/-W ./-]94 +/.10.4 N-T4J 41 +/-80 N-W +/AO .1-80 +}W +LW NAO N-T51 N-]35 H-ID.9 .1-69 u 43 +I-W a1-W N-BD +14D N-W al-W +I -TT 143.1 +1498 H-W.9 •605.2 F 45 400 +1-80 NAD +140 NW +1-11.0 d-i4.1 To ..3 +161.5 •b6.9 9 47 N-80 N-W +I -BD .140 N49.1 N-05A 11d1J N-W.1 +fES.i F 49 N-W +180 NAO .150 +1-7I.2 +1413 .1.695 N-85E Si •I-W N-W +IAO +1.19A +1-75.3 N-11.3 +/-67.5 b 53 +1-80 .l-W +140 +1-n.7 +/-7a5 .1-695 y 55 +,W •1-80 +1-19.8 N.iB a1-71.0 2 51 0.60 41-8) •/-nS •1-n.e 59 0-80 •A79,4 +1-754 01 N-83 •/-n.6 N-i3.5 63 .140 +1.158 05 +1-78.8 1 +1-14 67 N-72 1)TIP-TO-TIP DIMENSIONS SHOWN. FOR INTEGIwL nnnrvV a UAL Uvvwwvw,auo�rv+e� �..o.. ..._•..- .....•••.-..• THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 711VLAMINATED GLASS STACK LONG SIDE GLASS TYPEi LONG SIDE �{ SHORT SIDE L TABLE DIMENSIONS MAY GE ORIENTED VERTICALLY OR HORI20NTALLY AS SHOWN. 1SNOM 1IINATED GLASSSS STACK GLASSSLASS STACK 9 311fi'HFAT STRENGTHENEDGLASS 3116"TEMPERED GLASS ]I16"AIRSPACE 3116-ANNEALED GLASS SHORT OW.. PV8 �..I INTERIAYER SIDE 11 � Tj 5 59' G "SUITE ONE 3 SLOE E EXTERIOR a sr 21 73 1 GLASS TYPE _ SHORT -1 SLOE .11 NY LYNA( P,No. 58705 1 Q� ST TEgF .2 '•.IZORION,. e, �'�TS�0NAL1Er.�• Window Design Pressure (+/., Poo for'Glass Types 2 8 4 Lo 11 In fi 73 77 81 85 08 93 91 1.8 05 105 II 110.112 1-8 1-8 1-0 46 1-8 1.8 137 145 01 1-80 +/-80 H-80 +F80 H-80 +1-80 +1-80 +140 +/-80 +680 +1.80 +/-W +L80 +/-80 +1.80 +140 J-8 +b80 .8 +1.80 33 +Aw H-80 +1.60 +1-80 +11-M/.W H-80 H-80 H40 140 +140 +140 +/-60 41.60 H-80 1 +1.90 +1-80 +1.80 H-80 +L80 +1-80 H40 +1-80 +/-80 35 +1.80 H-80 H-80 +-80 +1-60 H-00 +140 H-00 +/.00 +I-80 +L80 H-00 H-80 +1.80 H-80 37 0.80 +1.80 H-80 +14Q +1-80 +Ala +1.80 H-80 .140 +140 H-80 +/-80 +b00 +1-80 +1.80 +480 +1.80 39 H-80 H40 +14 +/40 +I.00 +1-80 +1�80 +1-00 .140 +/40 +/40 +1.80 H-00 H-BO H40 41 H-60 H-80 H40 +680 +/-W +680 H-80 +140 H40 +680 1 H-BO - 43 H40 H-80 +140 +/-80 +/-L0 H-80 .140 +140 +/-60 +1-80 F 46 +/40 +1-80 O.M) H40 H-80 H-00 H-B] H40 0.80 +l-8D +140 H-80 47 +/-84 +140 +/40 +1-80 H-BD +140 H-80 H40 +I-00 F 49 +140 H40 +140 •l40 +/40 +/40 0-80 +/.60 51 H40 •A80 H40 H-80 +14D +/-B3 H40 y53 N40 ./-80 +/.60 y-00 H40 H-]9.1 5 55 +/40 H-60 H-80 +140 H-]86 �i 57 ./.B0 +/40 .-60 +1-79.1 S6 +/.00 +140 H- 61 +G80 +I40 +l-]9.3 - 63 +1.80 +1-80 65 +/-04 +I-80 67 00 68-718 +/-8D 1) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN ANO ET2UNL LEG WINUUM, 6U5 I NAm 1-rnUm me ill'-IV-nr ulmcn>iuN IN Inc I- w our 2) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHRECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN.. 7/16'LAMINATED J GLASS STACK 3116-HEAT STRENGTHENED GLASS EXTERIOR a S/W GLASS BITE GLASS TYPE 2 GLASS 1-1116'NOM. GLASSSTACK Yi6'TEMPEREDGIASS IXTERIOR a 6v GIASS SITE GLASS TYPE 4 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLYAS SHOWN. GLASS LONG S10E D GLASS SIDE Fr LONG SIDE SHORT 1 SHORT I- L SIDE 1- ��-- LONGSIDE �I SHORT SDE 10E I- NO CHANGES THIS SHEET. I W m Y 0 > 0 `e 0 N aN Q 0Q O i Y N J 1 r W 0 'in is Z `a z U LU W >we UUd o 0 F Z o 0 x IS LD oxa oZ 0 w 5 w 0 J a M Q ® Z W IaaVS W Z €� QZ Of aroas 0 zS� o u X ^'� �111Y LYNN P � 8F e;: P * ; No. 58]05 S FLORIOA ,Fss�o ......... q/I NALI11`` A LYNR. RE. I TABLES: Wineow Design Pressure (+I., pig for Glass Type 5 LO led. To 0 no 1.11 B9-7/B ]3 )3 1 7BY4 01 85 BB 93 B] 1.1 1 .S I 14B 110-1/2 37 W.In r0d.1%.] +BN-13].5 .AV-IB1,i .Bd.11B8 I +9a-111 . .1W.5 +Bd-1033 .11.1.1 .W-1045 +901-1M.5 39 •0d-13B.1 +9a 120 +9d-II/.5 .BY-112B •Bd-111 +901.1%.fi +Bd.1M.5 +M1017 +sOf-eel +OW-9I.7 .0-se, +s...S +Bd 94.1 41 +90430.1 +M.113.3 +901-1%A +BW.1052 +BWE03 +BW-100.0 +9WA)B +Bd.B/.B +Ba 09 +IA0.6 +/.86 +LBWS -1.0 43 +9d-IMA +901-I07.5 +90.102.5 40d-10.7 +W-98.8 1 +W1.03.3 1 19W 92.2 +/-B9.1 N-85.8 +143 ..IA +L901 ..1 /5 +Bd-109) +Bd.MS +eW'900 +Ba-9T.1 .Bd... +.In +F61.3 +/-04A +/-91] +F]8.] +1-]]e H4fi.1 ./q56 0 +W.1WA +BO'-WO +WoS] •W'.938 .9d-91.B •FB].5 "SIS .1.1 x499 +/-]e] +4]U .I-02] x-T2 - 49 +W'.101.1 +PV-% +009B28 .Bd-We +4865 +F01.3 x.B13 +/.". W]B.1 NA31 •IAII xL96 .1.. L 51 +W-B8.1 *ow-wml +9d.901 +/AB.O H-e5] +/d3 x.)61 .1.IB.3 +/.YJB +F]1Z +/-09.B •IEB.B ./A.B 2 53 +9a.95.3 +Pd.Bl.l +M1BiA ./.65.0 g83.3 +/.M +l.]! +/-]U .1413 xEB.] +bB.J WN ./N3 s5 5] +W'-125 x89.1 xB8.2 x.853 +F&3 +/-e1B .I.R.9 •1-0..6 .4314 .F]9 x-]8.1 +/-701 +F74.9 -1 Is +/-71.9 •/499 x-091 1-569 +Ifi64 N£4.1 +ro3.0 +I41B xSI.B "'Sel +/-01.2 03 +141.1 +/-Esa x-02. F80.8 x-]B] N-)28 ./464 .1.762 W]6B x4lB +144 x-T1] x-]t.t NE9 MLLe +Ib59 +/H.B /.us xE23 +IE00 .IdOd N xd25 +I-060 +F748 •/-A] 1/-711 HH.4 ./85.5 •/E38 ./.M9 BS x.W] •FTI -Mo .1M •1-704 x-V3 x.81.4 •/-B2 g] +/.]B .F]5J H41] ./-002 ./-064 x{5.3 .1.4 B6]l9 +I-P.] HE0,5 x-S60 ]J +I -lye N-)02 .I-F9.5 H.U.O +1829 +b05 ]3 xi0 Ni65 .1.in ME1.B )611 x.09.4 +IF1.B x.B18 .I.pO.B FITWTHIN. Window Design pressure (+/-, peg for GMBB Typo FB N B&]IB )] 1 71 1 ]BSV 01 09 i 09 9] % 1D1 I 161 1W 110,112 sl .6d.1]o .BY-130 •W.130 •W-v0 •W'-I]0 +W�-13D +9Y-130 •NV -Ire +W.130 .90-1]0 ..I. .BN-13D +SyAw s] .Bd-IN •9d-13D •W.13D +9m.13D .W-130 +.43D .06'-f3D +9d-13D .W1.13D •90-1]0 •BY-f30 +.-I. 35 +.MIM •M-130Xyly) •W-Ise •"-,W +W'130 •9d-1]0 •4Y-OD •WI.IW +Ba9]0 +W A]0 -XYIsD •v.... ]I +W-1s0 +WI-IJD 'W ,10 •93I-1]0 •9d-1]0 +W.1 ]0 +W-130 +90'.128.3 +9d-125.4 +W-12L0 901.120m •Bd-130.4 +BW.118.1 +Bd-1161 +90'-118.1 30 +BO'.130 +9d-UD +03-1204 •W-1T5 +BW.1254 +BD1.1215 +9d-110.1 •WI-114.8 •W-1125 +Ba-IIOA +BD'-100.8 +9a-IG8.0 +9W-1 LG.3 41 +Ba-Is0 +9s1203 -9o4121.2 +91-1109 +0W.1164 +9W.11]1 -.410.5 •9D1.1022 •BS'.IDSB +BN-1013 +B.Y.9B4 +9W-91.] •B0'-911 4s •NVd20.] •Bd-II1.5 IM1158 +BY-11J.B +Bd-1NA +90MW.5 +9Nd04] •W Boa +W-% .ed.93.0 •eM.11 •901.90.9 +9d.005 <5 +9W-122s +W IIs.S •9W-fii3 +W.100.7 +BW-1%3 ;5.-1D3.8 +201487 •9WA9 +e01.9s.3 Tie, 90,1 xd]B •9D-85.0 +KY65.4 a] •Wo-nA +Ba 113.7 +Ba.1D0.1 +W-Irel +9dm .a5 •9W.B0B .BWBL .4 •901-BLs +/-So1 +Lae.] +9WB4a +Sd.011 .aw.A1.3 49 •01.114.2+Ba1098 9WI04.8+W1027 W.l. +/807 +LBB away Ba-1 x487 M-]T.e y 51 •WI.110.8 +9a"W.3 BW101a +ati"6 Sa-W.B +Ba P[l +/-893 /80.2 0.N.2 eWeD.S LT].e N-754 x145 7.71.4 V. 51 55 •93/1%T+BD'1028 +WIG.5 +W.990 W-90.7 9d-953 +Wr W] •W 93.] 001-94.1 W-01B +W W.4 /B63 +/.% +BN.B0.0 BN S3.] Ba 01.3 +501.008 +1-78.1 /171 nirl x"4L9 L72.2 x"3 xLae •1-00.1 5] +AKI015 +.m%4 -M..S .WB1 1093 +8W M.1 +BW%1.4 /i0B +/-150 /T35 +1880 xdT9 58 +BL-B09 •OW.lo .F90 +F9B5 +W9S -S +8d.B36 *SW-S03 x -]0] +/.TJ.3 xN ..3 x89.2 In•W-058 +W-91.3 •lE].T ..-Ni ..84.3 +Bd-B1 +4I79 x-]45 61-71 .180.7 es +4Y.W2 x-001 •BW-04.] •9W-R.) •E01.®T +/-rl.] +L]4 x-)1 •I.5B.0 fi] +9YAf3 •I-0T 3 •BY91d .l.]08 +1.78.1 .F]20 +/-TO So +EW85 •SW-01 +/-P.J +FTs] +1-70.5 eo-)re +FeT3 .ed-03.z ./-]91 aaa ./-]Sz .o-]1.e ]3 +BY812 x-TB4 x.]51 x.]J.2 x-71 x-88.4 n .LAI .FT51 •R 14 xRe9 ro-w x-n4 .1.)3x ./see .ISe.e 1) Ir.1ll-IIr mmcnimni Onvnn. run un curvy rn.rv.v cuvnuw..n........... ....... ........ ....... ._... _...._._. _..._.__ TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UPTO THE NEKTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFITWRHIN. 7/16' LAMINATED GLASS STACK 3/16"ANNEALE0 GLASS n" u0^... ... GLASS SITEIf- LONG SIDE g7 1-2 T- Mi eEB IYMOcI EXTERIOR SHORT JR-UEEIAN UPDATED a 20 73 SIDE VALUESAND SIZES. GLASS TYPE 5 L Imo- LONG SIDE �I ❑ SHORT ? 4 W SIDE >OC L " ° (J N d' N TABLE DIMENSIONS MAsw w I n ORIENTED VERTICALLY OR O-lo F 2 •B d HORIZONTALLY AS SHOWN.vu W �O'0 0 BW3 d 0, ❑ 1-111U,fi'NOM. W .� d 0 pm0 GLASS STACK I GLASS TACK D d p� > GLASS STACK Y15-ANNEALEDGIASS O 3118'TEMPEjG�SS,J m V 3116"ANNEALED GLASS Q F TI109V SG INTERLAYER SHORT m f~D WBIDE ® Z jpZGLASS BITE 0 LONG ❑ 0 SIDE WEXTERLL ❑13 GLASS TYPE 7 SB OET NIOEN.... ,k No. 58705 '• FLORIOP: `G�� A LYNN'MILLER. RE Window Design Pressure (+/., pal) for Glass Types 6 8.8 I-ong Side. To to To Co) 1 6&710 73 P M314 01 85 89 1 93 97 1 101 1 105 109 I 110. 2 113 117 121 125 129 137 145 31 +W-130 .901-130 +901AM +9W-1J0 +9d-13D +901-130 +901-130 +901 IN +9W-130 +901.1W +901-130 +901d30 491430 +901-130 +901-130 +SW-130 +911-130 +901-130 +1101-030 +90I-130 33 +90/-130 .931-130 .901-130 ♦901-133 +901-130 +9W-130 +901.130 +9W-130 a9W.130 +901-130 1 +B01.13D +9W-130 +911-130 +BWAM +9d-IW +90f-130 +901-130 .9N-130 +90.'-130 +90.1m 35 a9W.M +96'-130 +9W.130 +901-13D +9V-130 +901-130 +=-IN +911430 1901 +W.130 +9YAN a91-130 +9d430 +9d-030 +9d-130 +9d-130 +9N-130 +W.130 +8d-110 +01-110 37 =.IN +9W-130 .911-IN +901.130 +9W-130 +901-130 +9W-030 +9d-130 +91-130 +901.1W +901.130 +901.130 +9N-130 +901-030 +91Y-130 a001-130 +901-130 +901.130 a801-110 +NI-110 39 +9W-IW .9W.130 +90/4M +9W-130 +9W-13D +91430 +9W-130 +90/-130 +90'-130 +90 130 +901.130 FWAM 49d-130 +9d-13D +9VAM +901-130 +W.110 +801-010 +8d-110 +Bd-110 41 +9W-IW +9W-130 aW-M +W.130 +901.130 +9W-130 +=-IN .901d90 +9WA3D +90 130 -SWAM +91-130 +=-IN +=-IN JOI-110 +BW-110 +801-110 +BW-110 +9W.110 .BD'-110 43 +9W.IW ♦M.IM +9W-130 +901-130 +M.130 .0-130 .=-IN +W.IW .0-130 +BDI +9W-130 +9W,130 .9W.130 +811f-110 .801-110 +Bd-110 +801-110 a8dd10 +Bd-110 +eW-110 45 .=.IN .901 +M.130 +901-130 +9d-130 K 430 +901-130 +9d-IM +9d430 +9d-130 #W-130 Hot-110 +Bd-110 +801-110 +Bd-110 +Bd-110 +W-110 +Bd410 +8W-110 L47 +WAW +94 130 +901-130 a9d-130 +9d-13D +9d-130 +9d-IW +901-130 +901-13D .=.I 0 +801-110 a8d410 +801-11D +81-110 +OW-lID +8131-I1e +BW4ID +ed-110 49 +9W-130 +9W.IW +W430 +901.130 .901-13D +9W-130 +eW-130 +NAIW +90L130 +8W-110 +6W-11D +Bd.110 +BW-11D +Bd-110 +811-110 +Bd-110 +001-110 51 +9d-130 +9W-130 +9W-130 +9W-130 +9014D a9W-IN +9014W +89.N.138. +80,410 a=Alo +M-llo .0.110 +8W-110 +801-1ID +83,410 +810.110 F 53 +M.130 +SW.IW .911-130 +9d-130 +9W.130 +901-130 08.81-028.1 +Bd-110 +Bd410 +601-110 +e11-110 +001-110 +801-110 +0-110 +11d-110 55 +m.130 +90'430 +90'-ILA +9W-130 +W-130 +880-128A +801-110 +BW-tID +SW-110 +801-110 +BW-110 +Bd-110 +604111) +BW.110 57 +M.IW +901-130 1 +901430 1 4901 1 *SSV-129 I +BW-110 +50 11D +801-110 48d-110 4WAID +611-110 1 aBd-110 F 59 +901-130 +9W430 +9W-130 NSt-129A +BW.110 +M.110 +801-110 +m.110 +801410 +m.110 +Bd-110 61 +90N00 +9d-130 .89.H-129. +BW.110 a8W.110 +Bd-11p +BW-110 +BW-110 +BW-110 +W.110 63 +9W-130 ♦901{30 +BW410 +801.110 -M-110 +OW-110 +811-110 +Bd-110 +BW-110 65 +ed.IW +901-130 +8W-110 +BW-110 +BW-110 +50'-110 +V,110 a801-110 fi] +W-130 +801410 +WI-110 +001-110 +BW-010 +Bd-0ID +811f-110 68-718 +901430 a801410 +8W.110 +BW.IID +8W.110 +80`410 +81Y-110 1 73 +801.110 +801-110 .801-010 +801-110 +8W-110 +BW-010 P +801.110 +8(1-110 a8W410 +801.110 1 Te-314 .Bd-010 +801.110 +BW-11 +801-110 1)TIP.TU- I IF VIMtN.11VNJ JMVWN. AUK IN IoUa LI-INM.... LCVvI.N.1....... nnul I IN— ,nc nr ,u- nr u,mcna,un, n ,nc I�ucicrvninc 2) FOR SIZES NOT SHOWN. ROUNDUP TO THE NUT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY RT WITHIN. 1-1 VALUESANDSIZES. , TABLE DIMENSIONSMAYBE �j}' o W g` Z eY0 ORIENTED VERTICALLY OR I p< s 0 V o 1-1116• N06L HORIZONTALLY AS SHOWN. $ GLASS STACK TIi6'WMINATED LONG 'Z O ]/1GAASS STACKNATED Dl o GLASS STACK I GLASS STACK L� SIDE 09VSGiNTERIAYER 3116-TEMPEREDGLASS J116'HEAT STRENGTHENED GLASS I- LONG SIDE 0 W 311fi'HEAT 311E HEAT STRENGTHENED GLASS � ® m Z WW ,aays 3116"HEAT STRENGTHENED GLASS STRENGTHENEDGLASS ]/16-AIRSPACE S90'SGINTERLAYER SHORT n O W ~ N Z 11 11 ST Z SIDEK 4 aoas u a Q 5 0 Z 4 GLASS BDE GLASS SITEUJ T U N 1-2 1-2 �- LONG 610E rI o: o sauas /L. EXTERIOR (� EXTERIOR LONG :3 Ny LYNN Y' 20 13 r s 21 1S SHORT SIDE `G ........... �.i/ GLASS TYPE 6 GLASS TYPE 6 L 1 . I BIOS :AO ••. SAT OF S ZONAL 0 E11 A LYNN MILLER, P.E. REBSB165 2X WOOD BUCKSTRIP EDGE OR FRAMING, BEE DISTANCE NOTE 2, THIS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HEIGHT TIP-TO-TP WINDOW ?T HEIGHT VISIBLE LIGHT HEIGHT. WINDOW BUCK HEIGHT- 2J 4' EMBED EMBEDMENTANDEDGE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, TYPE TYPE EMBEDMENT SEE TABLES. THIS SHEET EMBEDMENT lXWOODBUCKSTRIP, 1/4" MAK E N SEOTE 2, THIS SHEET EMBEDMENT T SHIM II TYDGEDI ANCHOR STANCE ,ER BEDMENT SUBSTRATE, EDGE EDGE DISTANCE PER SUBSTRATE, E, DISTANCE EDGE 6 SEE TABLE B. THIS SHEET SHIMA% DIEDIIGE E 11 1 SHIM i CONCRETFJCMU PEQIIREEN HOR REQUIREMENT INSTALLATION METHOD D 1/4' SHIM LW8,THISISHEET ESELF-DRILLING GS), SEE TABLE MOE APPROVED MULLION (SEE SEPEP RATE OA), ALUMINUM, STEEL FRAMING ORR S NSTEEL MD. SEES.— PROPERTIES, TABLE B,THIS SHEEP •• 11 EXTERIOR •' V V VISIBLE WINDOW BULK WIDTH-2-314" ' -MIFB C WIDTH � WINDOW BUCK WIDTH LONCRETEICMI PP -TO -TIP WINDOW WIDTH PER ANCHOR REQUIREMENT HORIZONTAL SECTION A -A mft' Sub&.. Oi a4rae Mn. Em0eplrem Max O.C. spnim 912or614410SSSCrew SouNem Pire SG=0.55 911T 1-YS• IT ALmnum 6 T$ mn M. 0.063•• 1T A35 Sal 318' 0.O .. 1T St,0SMp Gr 33mn 3l0' 0.0a5. SGa ' 1ST Somern Pile SG=0.5 9116' 1al6• 1T AAmunum 605115 inn Sir 0.063"' 12' 012ore14Skrel Screw(G5) AW Slael 3R" 0.063" IT l Slul Gram In 10' 0.NF-lo Ga' 1T 1/4"410SSCreS,FEx CMU, AS 2-1IT 1-1/4" 1 ConOrele min. 3.35 kW 1" I-SM" 12" 1M. 5"1 ul . .05kW 1" 13M" CK..W ma2.85ke1 2-1/T' 11N: IT A TMG 2-1/T' 1.114" IT 5116"SleetUracan ConcrePo mn. 3.5 00 1-114" 1.314° 1ST &m.k CMU ASTM G90 2-1/T 1-we IT - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. r1p' MAX SHBA 'UNGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 1 IX WOODSUCKSTRIP, ALLHEADTYPESAPPLICABLE. INSTALLATION NOTES' //] (/ I( Q— SEE NOTE 2, THIS SHEEP 1. USE ONLY ANCHORS LISTED ON THIS SHEET FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. CONCRETE PER ANCHOR 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX'. ARE BUCKS WHOSE TOTAL • REQUIREMENT THICKNESS IS LESS THAN I-10. IX WOOD BUCKS ARE OPTIONAL IF UNITCAN INSTALLATION [--- EDGE DISTANCE TYPE B VERTICAL SECTION B-B BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'U'ARE 1-12"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY �EOMENT AUTHORITY HAVING JURISDICTION. R e,THISSHEET 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHCLE SYSTEM. ' Mammal Mn. Fr Mn. F. Sorel Screw kW410Screw keiEl UveCoYD W410SSEboCresRexaD HW45 W606 TSAlumnum kWASS SWel kWDr. 33 Steel SOa4 kW W n y O O } i amp O G {J N iy OJ `yJ' " ` JU z O' N d o F6 ZLLb J .e U sN V W Ul re I' J N U, O n>� o Z �ZA O g J 4 Z O O fO ® In Z 3 I» 5 F Z F J O Z N Z ai 5 O W w Z z V W K ILL LL O. aq4 asap syn5 TYP.ANCHORTYPE, INSTALLATION INSTALLATION I� EMBEDMENTAND EDGE TYPEG TYPEF 2X WOOD BUCKSTRIP 1 DISTANCE y DISTANCE PER SUBSTRATE. EMBEDMENT ORFRAMING, BEE I SEE TABLE 9. THIS SHEET I I X WOODBUCKSTRIP. NOTE 2, THIS SHEET EMBEDMENT SEE NOTE 2, THIS BHEET INSTALLATION L --I SHIM I TYRANCHORTYPE, EMBEDMENTAND EMBEDMENT EDGE DISTANCE PER SUBSTRATE, 7EDGE TYPE Z 6 SEE TABLE 9, THIS SHEET DISTANCE EDGE DISTANCE l �\ — ll4'MAX `)--\ 12 USEDFORALL SIDESOF 8 ARCHITECTURAL EXTERIOR SHAPES®11.7m- 29 O.C. MA%. CONCRETE/CMU PERANCHOR REQUIREMENT WINDOW BUCK INSTALLATION HEIGHT TYPE H WUI. SHIM SHIM VISIBLE IGHT T WEIGHT= g WINDOW BUCK HEIGHT- IX<E3 STEEL SELF -DWI 2-W4` a SMS (GS), SEEL 9, THIS SHEET _ MIAMIDADE APPROVED MULLION (SEE SEPERATE NI ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 9,TNIS SHEET — 21 In T-1/4' MA%SHIM 1�1X WOOD SUCKSTRIP, SEE NOTE 2, THIS SHEET • CONCRETEPER SOMENT , ANCHOR • • ,, REQUIREMENT INSTALLATION EDGE TYPE F I--- DISTANCE VERTICAL SECTION D-D 11 EXTERIOR 4 1 11 VISF�jTH- 5 WINDOWBUCKWIDTH I4` WINDOW BUCK WIDTH I HORIZONTAL SECTION C-C CONCRETEACMU _ PER ANCHOR REQUIREMENT Anchor Subetele a Edge MI E�Dedrenl Max O.C. lH2w M4410SSSc. Soutl¢m Pire 5G0.55 9I16' 1-We• 1T Akrm fi06}T5 Tin. WB' 0.06T• 1T A365me1 WB' 0.0 - 1T We 00W^ 18G IT $e110M.Yn Pire SG-0.FS SHT 1-WB` 1T' Ahlm'n 6061-TS MI. WB' 0.067 1T R12w6145mM Screu(C5) A3BSkeI We' 0063'• 1T Skel Sktl Gr MOn WB' 0.045 18G ' 1T V0410SSCreleFly meHtl CMU A51MG 2-12 1-114' 1T Concrete .n.3.35W 1' 1-W4' 1T 1l4"Steel Me= Concrete mn. 2.85kv 1- 1-W4" 1T Gncreta mn, 2..85 kM 912- 1-WB" 1T A 0 Cancreemn. BS kei 2-UT 1.114" 1T' &18"Sleel Ultrewn 1-114" 1 1-W4' I 1T' GI CMU ASTMC9W 2-UT I 1-W4" -UNGROUTED CMU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS, ALL HEAD TYPES APPLICABLE INSTALLATIONNOTES: I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIM". 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X', ME BUCKS WHOSETOTAL THICKNESS IS LESS THAN MIT. 1X WOOD BUCKS ARE OPRONAL IF UNRCAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS �r ARE 1-IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCHS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. DMENT 3, FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. THIS SHEET 1 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. NbleNel Me. FY Mrt Fu Steel Screw 92kei 120 MI 410 SCTew 90lsi 110I¢I Elco UlheCOIIM 10 kBI 1771el 410 SS Eco CaKeFluM 127.4 kei 189.7lei 606TT5Alomnum 16 Nm 22 kel AM Sled 36 W 58 kel C7. M Steel ShM 33 kei 45 W I I NO CHANGES THIS SHEET. I w m Y > of a �' •'B P N ,1=a O d w n N W Z 4e A p ZJ LL eU rc UUo o� p '4N 2Y.0 F Z v !x 7 o U' W .-. o�p ZO zm gZ O o Q ¢~ n ® $ N Z J F lanes 3 " LC O C9 Z a Z W aloas p � J J ry Q W X QI BONY LYNN�l' No. 58705 ' ZORIOP,?`G�=` (CO�.......... A. LYNN MILLER. P.E. P.ES 58M5 EMBEDMENT AND EDGE EMBEDMENT DISTANCE PER SUBSTRATE. SEE TABLE 10, THIS SHEET INSTALLATION TYPE FORALL EXTERIOR a 2X WOODSUCKSTRIP INSTALLATION OR FRAMING, SEE TYPE J NOTE 2, THIS SHEET EDGE I.� DISTANCE I MAX EDGE SHI SHIM DISTANCE 2 3X W000 R O OR FRAMING,NG, SEESEE NOTE 2, THIS SHEE1 L WINDOW INSTALLATION BUCK 11 TYPE L HEIGHT EXTERIOR 11C" MAX. SHIM VISIBLE LIGHT HEIGHT- B WINDOW STEEL E), SEE ILLING ABLE BUCKjm�F SMS ICE), BEE TABLE MIAM(-DARE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 1DTHIS SHEET 21 6 2X WOOD SUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 5 �11a° MAX SHIM INSTALLATION nL o EDGE DIIt STANCE TYP.A 0 TYPE, EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F FIN FRAMES ARE ONLY TO BE USED WITH GLASS TYPES I4(PVB INSTALLATION INTERIAYER), NOT TO BE USED WITH TYPE GLASS TYPES SB, (SO INTERLAYER).. EDGE DISTANCE -+{ �- NOTE 2, THIS TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET _ VISIBLE LIGHTWIDTH- _ WINDOW BUCK WIDTH-23W WINDOWBUCKWIDTH HORIZONTAL SECTION E-E EMBEDMENT I -1j " NOCHANGES THIS SHE" h EXTERIOR v W > M m a Y 3 ❑ A, of ❑ alpp N O a U' Nrc O� W N Z n� UU Z J ^B uaoip ❑ 2W� ep U W ❑ (�Jmp Anchor Substrate Min. Edge Distance Max O.C. Spacho 2412"xA13"Box Neil Southern Pine SG=0.55 5116, 5" 2-1/2" x.131" Cameron Nall Southern Pine SG-0.55 319" 5" 2-112" x.145" Roflno Nall Southern Pine SG=0.55 WIT, 5" N10x 1" Steel Screw(G5)' Southem Pine SG=0.55 112" 5" 0.093"Alumina 6063-T5 men. 5116" 5' 1116-A36 Steel 5116" S. 0.OW 18 Get Steel Stud Gr. 33 5/16" 5" MIN. U!-J I MRtAUSULYUNU I Xt Mt I AL.1UUJ I HA It. INSTALLATION NOTES 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS. 2 FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SNALL BE OF A SI2E TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 3, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. W n>O E oZm o Z 0 g J 6 O O W •B, ® n rj laay5 0 5 In 2 albs 0 r K ❑ Z_ O X Z , LL LL a I I Malarial Mn. Fa Mn. F" Seel Screw 92k9 ICON 6D63T5 AtLn II. 16 ksl 22 ks1 A36 Sleel 36 ksl 58 ksl Gr, 33SteW Stud 33ks1 e5 kel EDGEDISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE - NOTE 2, THIS SHEET INSTALLATION TYPE M EKTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT (EIGHT= NINOOW BUCK iEIGHT- 2-314- INSTALLATION TYPE N TYP. ANCHORT'PE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET EMBEDMENT MX 1 J SHIM INSTALLATION TYPE M EMBEDMENT 114"MAX SHIM FORALL IOF EDGE ITECTURAL DISTANCE ES @ 11-71V INSTALLATION TYPE O EXTERIOR Lj a STEEL SF -` MS (GELSE BE' 11, THISEHEE MIAMI-DADE APPROVED MULLION (SEE SEPERATE NCA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET NOTE 2, FIN FRAMES ARE ONLY TO BE USED WRH GLASS TYPES 14(PV8 INTE:RLAYER), NOT TO BE USED WITH INSTALLATION GLASS TYPES 5-8. (SG INTERLAYER). TYPE N 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET r TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET I I 4 i 11 VISIBLE LIGHT WIDTH= MA I NANGGW BUCK WIDTH TH - SHIMX. F.- I WINDOW BUCK WIDTi SHIM HORIZONTAL SECTION G-G EMBEDMENT EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT EXTERIOR ID Anchor Substrate Mn. Edge Distance Min. Embedment Max O.C. S acin #12 or#14410 SS SfreA• Southern Fire SG=0.5 9116, 1-318" 6.2" AWmnum 8063-T5 min. SIB" 0.C6V' 6.Z' A36 Steel 318" 0.DS3"" 6.2" S Sud Or. 33 'n. 3/9" 0.045" 18Gi 6.2" #12 or#14 Steel Screw(GI SoulRern Pine SG-0.55 9/16" 1.3/8" 6.2' Alurrinum 6063-T5 min. ale" 0,063"• 6.2" A36 Steel 3/8" 0.063" • 6.2" Steel SN r 318" 0.045' 18 Ga 6.2" I 114" 410 SS C1MeFilex routed CMU, ASTM C-90 2-112" 1-1/4" 11.6" Concrete min. 3.35 ksl 1" 1.314" 11.6" 1!4" Steel llltracon Concrete Mn.2.85 ksi 1" 1-314, 11.6" Concrete min. 2.85 Nsi aided CMU ASTM C-90 2-1l2" 2-1l2" 1-3/8" 71.6" 5176'Steel Ultracon Ccncrete rtin. 3.Sksi 1-1/4" 1.314, CxaJled CMU ASTM C-90 2-1/2" 1.314" 11.6" �1M' MAX SHIM 'MIN. OF 3 THREADS BEYOND THE METAL 5UB6 I H I c, 1 X WOOD BUCKSTRIP, SEE NOTE 2, THIS WEST "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ALL HEAD TYPES APPLICABLE. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. " 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IN', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-II2 AXWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS" ARE CONCRETEICMU 1.112' THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS PERANCHOR �- EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. REQUIREMENT DISTANCE 3, FOR ATTACHMENT METAL: THE STRUCTURAL MEMBER SHALL BE OF 512E TO PRONDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. MtNtlal Mn Fs MO F. B�IB[rsw 02Ns1 1%NL /ID S[rvx 90b1 110ks1 at. WaR 155 kL 177 ks1 41 lEo 12]<Y' 169.]bl MULT5 Nninum�ID 8091 Mel 18 b1 IIlol A]95ke1 %ksl 59 k4 G.%SkeISM %Nsl dS WI NO CHANGES THIS SHEET. "❑ ❑ �T p O alo0 0 O O' N OJ Zy, K N n IIl p lL Z �rg U' Z e e w uxE,B S UUd - o ❑ NZv �a J W oz S O o f g' 0 m Q ~ $ w m w=es O O F � Z < aloa5 o L- Q w p 2 N O X Zi �•; No. 58]05 �� ; i�C) SATE OF ((/ aGcz N .. TART F 11 Iroro PGT Pert# Description Material 1 4253C Flanged Frame Alum. 6063:M 2 4285 Equal4eg Frame Alum. 6063T5 3 4256 Integral Fin Frame Alum. 6063-T5 4 4255 7/16' Lami. Glass Beading Alum. 6063-T5 5 4254 I.G. Glass Beading Alum, 6063T5 6a 4270 Installation Fastener Coler Alum. 6063T5 6b 4224 Installation Fastener Cofer for Curves Rigid PVC 8 1 4267 7/16' Lam1. Glass Beading far Curves Alum. 6063-T5 9 4269 I.G. Beading for Curves Alum. SOOTS 10 70589C JGasket (at 90" comer joints) Polyethylene 11 TP247/8 JVinyl Bulb Weatherstrip Flex PVC, Duro. 65+/-1 12 61308K I Foam Beading Tape 13 Dow 791. 899. 995 or GE 7700 Backbedding Silicone 20 71652K Setting Block, Mono. 3116" x 7116" x 4" Neoprene, Duro. 85+/-1 21 717NAK Setting Block. I.G. 3a16" x "132" x 4" Neoprene, Dum. 85+/-1 29 76X1 14FPTX #6 x 1-114" FH SMS (Cured Beading) Stainless Steel 30 781PDX #8 x 1" Quad PH SMS (Assembly) Stainless Steel 75 Kommeding Kodispace 4SG TIPS See this Sheet for Mmenals 76 Cuanex Super Spacer nXr 77 Cuanex Duraseal Spacer 78 Cardinal XL Edge Spacer ALL CORNERS TO USEGASKET ANDIORSEAIANT ASSEMBLY DETAILS FOR FLANGE & EQUAL -LEG FRAMES 9D'CORNER FRAMEASSEMBLY EXTERIOR b U.-LEG FRAME FRAME z 7e4" F �If OW 062" 1.0]5' AW 1.000' .500" r��'"-' .050"0� OFLANGEFRAME z>a4 1.375' 1 00" 438' OEOUAL-LEG FRAME 1 .970" r— .346" .B75' .0]5" J .ollsl7o^ TIP-- .osa' oso�. OGLASS BEADING OBEADING GLASS O FASTENER INSTALLATCOVER HOT -MELT SILICONE SML STRUCTURAL POLYISO- NOM. W,5' BUTYL ENE WITH STRUCTURAL. DESICCANT SILICONE FOAM WRH EXT, GLASS OESICCANi EXt. GLASS INT. LASS INT. GIA KODISPACE SUPERSPACER® ]5 4SGTPS 76 NXT 1. ANGLEDICURVED FRAMEASSEMBLY 10 ALL CORNERS TO USE GASKET ANWOR SEALANT / em le+ I m eeeene IIS MITERED FRAME WITH INTERIOR EXTERIOR AND EXTERIOR FRAME WELDS ti (SHOWN) OR CORNER KEYSAT SCREW BOSSES. SEALANTAT ALL CORNERS 2.784" 094" +IIf 074" 06 1.371 r 500" 436' T r� .DSBI•.aew. 1 tlzs^ I mr L OFIN FRAME .970" � � .b6" I MiwNn oCdeHflAMNGlicEl /S -y 8]5" .n O S THIST_ ; HFF075' 7— II055, ' If f .05D" OAI BLASSB I.G. GLASS DING @FOR CURVES FORCURVES ALUMINUM pOLYISOBUTYLENE DESICCANT FlLL REINFORCEMENT SEAL S116"NOM. NOM. SILICONE 5/16"NOM. SEAL BUTYLB ROLLFIRMED DESICCAM' STAINLESSSTEEL FOAM EXT. GLASS ExT. GLASS INT. GLASS INT. GL455 SS ODURASSNL® 78XLEOGETM 7] SPACER 7B SPACER ASSEMBLY DETAILS FOR FIN FRAMES 90-CORNER FRAMEASSEMBLY EXTERIOR b ANGLEDICURVED FRAMEASSEMBLY EXTERIOR CORNERKEYSAT iES. SFAtANTATALI CORNERS o G 'v u0i ¢ n N O umcip Z u) W L` U U d o p O HZ F.c 'oN O W p ii W or o v T O Z Z u 3 0 0 � p z O ® U = m Z O FC O U Z Z Q Z alws O X 111 6 � Q W X 0 O LL D1 LL eet v:ao ea.ns dda r - } rt": Product Approval �; - USER: Public User Product Aooroval menu > ProtluR ar Apolica[ion Sea¢h > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval SCANNED >APPIicaH no D ail BY FL251-R31 St. Lucie County Revision 2017 Approved pri5ved by DBPR. Approvals by DBPR shall be reviewed and ratified by POC and/or the Commission if necessary. PGT Industries 1070 Technology Drive North Venice, FL 342 (941)486-OS00 t22318 lens Rosowski jmsowskf@pgtindustries.com Lynn Miller, P.E 1070 Technology Or N Venice, FL 34275 (941)486-0100 Ext 21142 lmiller@pgtindustries.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL StanEdI LE COPY Year TAS 201, 202, 203 1994 REVIEWED FOR CODE COMPLIANCE ST. LUCC0II/E,,,�ppaaCpp��OUNTY BOCOCA Method 1 Option A 03/19/2019 03/27/2019 https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQWtDgsEt2PTand5bm5ECcrlFWoGHSjsdO%2fa5%2bc%3d 1/3 11/2212019 Florida Building Code Online Date Approved -04/02/2019 Summary of Products FL # Model, Number or Name Description 251.1 SGD - 670 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042009.W Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 17042009.pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Indepentlent Third Party: 251.2 Tj SGD - 670HP (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042010.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 17042010.pdj (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD - 680 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 19-0130.02.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 19-0130.02.pQj (NOA) for product performance informatio etails, Verified By: Miami -Dade BCCO - CER and anchor type, size, and sp . information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD - 770 (Large Missile Impact) inGuard Aluminum Sliding Glass Door Limits of Use 'use Certific to Approved forin HVHZ: Yes 1 R31 C CAC 17042012.p Approved for use side HVHZ: Yes Date Quality Assurance ContraDParty: Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acc tance FL251 R31 It 17042012.p (NOA) for product performance information, anchorag details, Verified By: Miami Dade BC and anchor type, size, and spacing information. Created by Independent ThiEvaluation Reports Bated by Independent T 251.5 SGD - 770HP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042013.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 17042013.pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042014.p9lf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 11 17042014.pd[ (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQvADgsEt2PTand5bm5ECcr[FWoGHSjsdO°/,2fa5%2bc°/a3d 2/3 11/22/2019 Florida Building Code Online 251.7 '�D - 780 (Impact) WinGuard A dm Sliding Glass Door Certification Agency Certificate Limits of Use Approved for use in HVHZ: Yes FL251 R31 C CAC 17042004.pgf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 iI 17042004.pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 19-0219.IS.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2024 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 11 19-0219.1I.pdf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-5470 (Non -Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042007.W Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 17042007.pjf (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10 fj SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R31 C CAC 17042006.pdf; Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/14/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL251 R31 II 17042006.p f (NOA) for product performance information, anchorage details, Verified By: Miami -Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Nert Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 5gpyight 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: pound 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 4S5.275(1), Honda 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 dick here . Product Approval Accepts: ® ® F—�- 22 Credit Card Safe hftps://www.floridabuilding.org/prlpr�_app_Atl.aspx?param= GEVXQwtDgsEt2PTand5bm5ECcHFWoGHSjsdOa/o2fa5%2bc%3d 3/3 M IAM I•DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/cconoin 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 (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or m s to meet the requirements of the applicable building code. This product is approved esen a he in, and has been designed to comply with the Florida Building Code, including the Velocity Hurricane one.- DESCRIPTION- eries "SGD-770" Alumi um Sliding Glass Door w / 90° & 135° corners—L.M.I, APPROVAL D UM[ENT: Drawing N GT0130, titled "Series 770 Alum. SGD - LM Impact', sheets I through 22 of 22, d 10/10/14 revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. bearingthe Miami -Dade Cou duct Control Revision stamp with the Notice of Acceptanc iner and expiration date by the Miam - a e roduct Control Section. MISSILE IMPACiTING: Large and Small Missile ImpactResistant LABELING: Each unt ear a ermanent label with the manu 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. 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 NOA1116-0629.06 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. MIAMI-DADE COUNTY NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, 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 Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Durascal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. (Submitted under NOANo. 16-0629.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test, per TAS 201-94 6) Cyclic Wind Pressure Loading, per TAS 203-94 along with marked -up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales (Submitted underNOA No. 09-0826.10) -- Jorge M. Plasencia, P.E. P7duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) S. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. I5-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"h Edition (2014) and FBC-611' Edition (2017), dated 04/18/17 and revised on 08/10/17, 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. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "ScntryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-61h .Edition (2017), dated 09/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Test proposal No.16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series "SOD-770" Aluminum Sliding Glass Doors w/90° &135° comers - L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M. Plasencia, P.E. P duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17, 2020 Approval Date: September 28, 2017 E-2 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90a/135D CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET 8 GLAZING DETAILS ON SHEETS 4 8 5. 2) DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATERTEST PRESSURE AND GLASS TABLES ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. 3)ANCHORAGE: THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITEDTO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 614. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINTSEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEXAND AGGREGATOR NOA'S, ANSVAFBPA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZJ, 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993. FTL-6001, FTL.6014, FTL-8015, FTL-6017. PTL-6022, FTL.6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031. FTL-6033, FTL-6036 AND FTL-7554 Glaa De�,lp6an (LIH.a ram EKmderle mmdo0 W GIY LomIWM: nal3HY HSGbsewIN.090' PVB G14 aNyArr v1YMmFamA:O) L n of iK'HS a.ee MN.09Y PVBMWaYor n ef11Y H9 OMn Mth.09J' SG Maager tMA E16'IamhWea:(2)LLn oltl4'N9 Glen WM.pW'90 k1eAoYer W GSA 1'lamkektl LC: YIY TErteder CaPt96'A'V BDew NIfY lamWka;(2)Nea GIVfY HS GIase MN.OBP PVB Msdryn I-aminatea la: VC TExiedor Cep♦ M1YAk9 Ulae GIVIV M Goss Mh.WO' PVB MAW GB ELnl6'fAMneleA:(2) 1'Iamiroled M!IDWTExteaerCP+ SIVAk9psce 11 Lemkeled.(2) uo'Cr.W N9 Garee 'r'SG VA•tlayer G3A TLemllmted I.e.. Ile T EeteAoeCop4 MIY AIr SDne✓1/fY laminetea;t2) Llleea1111 HS Glsss wlN.WY SG Moaeyer GT T/16'Iamnaoa:Fl)LLn 0311V ANN GIase WNAW SO ktaAeyal OTA Wr UnNfrated:(2)LLes o(114' ANN GIsse wllM1.09Y SG ModaYar Ga 1. Um1wtea l.G.:L16-TExwor Cap•LS-ABSpeaee 711V Umllreted;R) Ute5 oNaHV ANN Glass with MW 60 NtoAeyor GIIA 1'IaMWtetl 1.G.:1/I•TFStaAar Cape 5116'Ak6peeo4 Tlib'lnMrNlaa;(2)Lltaeal Yt6'ANNGIess wI- MSG Modoycr T-TEMPERED "M..09Y TROSPOUSPVB BY KURARAY AMERICA. INC. 'SG'- XW SEMWGLAS®BY KUMMYMIERICA.INC DESIGNPRESSURERATMG IMPACT RATMO SEETMLES1,2630N I RATEDFORIARGE66MALL SHEETED.T 68 MISSILE IMPACTRESISTANCE CODESISTANDAROSUSED: •201T FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLOftDA BUILDING CODE (FBC), 6TH EDITION -ASTM El300,09 •ANSIIAFSPA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, MM-2015 •AISISION12 •AISC 36040 GLAZING DETAILS ....... .... 4.5 ANCHORAGE .....................6.14 DESIGN PRESSURES....... 6-8 INSTALL DETAILS..............12-14 ELEVATIONS ..................... 15.16 PANEL / SILLTYPES......... 17 CROSS SECTIONS........... 18.19 PARTS LIST ....................... 20 CERT. GFAI/M.OMM TABLE A Anchor Group Anchor T7Pe Freme Member Substrate Mm. Edge Dlelence. MIn. O.C. DISC nee Man. eaeament Gr Metal TM1ICNnao A B121Be 3M3, (Fye60 kel, Fu-05 Dal) 01241033 SM6, Wket F.-110 ke0 All Southern Fine (ED-G55) 0110' 710' 1-VB• 6083-T6ANMnum YB' 0116. MOW A36 Steel YB' 0116' 0.060' air 9110' GNS.(1a Gel M'Elea Aggr tot® F,-PUI.F.26k51 All Concrete min.2RR keg 1-10' 3' 140• Nmb/P41ook FIIIeO BIaok ASlL1 C90 r T r Jamb/P-hook Hollow Block TM CBO r 3' 1-1/c AD 6otMem Plnc 9G•0.65 1• i' 14T B a125teeI3MS (Gr. 6) (nllhol3 Ueeaaa byond md3thin Bale) All SmMem P6b(SGm0.55) B 0- 7/0' MW Mfr}n Alummm� M' W10' 0. 0B0 • A366teel SR° BAD. 0.057 Gr.uSNa1911tl wr BI10' 0.0451a Ga C 1W Elea UllmCmM F,- 155 kel, Fu'1T7 kel AB Cmmmm (m1n.289 kep 1• 4' 1,W Janb I P-0aok Hollow Black IASTM C00) 1' 6' 1-V4' IN' Eke M11aCor" = 5 MI, F, Im kel Conemte m al) 2-1/2' Mr J�Ib I PAoak Fuled Block ASTA GOO) 24Q' T 1+' Jamb/P-hook Holow Book MIM C96 24tl' 0• 4-110 p 1/d"41099 EI[o CroleFlex® Fy�13T.4W,Fu•1e9.Tkel Heed/sill Gancmte min.a35k5i 1' 4• i-9/4' bIP-M1aok Concrete min. 3.95 k51 1• 0' laid' J 0/ -0aok Hollow ab[k aTM 00 2-0/x' 0" All Seu0lem Plne LSD = am) f• 1' 1-Ea' 1)WHER�'S{IBSUMTE CONDITIONS RE IRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS MOW. CHOOSE THE RIB GROUP OF TH WEST LETTER FOR ALL TABLES IN THIS APPROVAL x)ALL PNCHORHEAD PLICABLE 3)FORSTEELSTUW,MIN."c45KS1.MMF -n K51. /)RILED BLOCK VALUES MAY ALSO BE USEDW HOLLOW BLOCK APPUCATIONS. 6)MN On MUSTBEOFSUFFICIENTLENOMSOTHATAMINIMUMOF3THREADSEXTENDBEYONDMETALSUB9TRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADS COUNTYAPPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT. EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN I-12"THICK. PRODUCT REVISED Dlymgwuhme Roaaa Irma Cado PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS N. Oq-N0. 17.0420A2 INSTALLED DIRECTLY TO SOLID CONCRETE, WOOD BUCKS DEPICTEOA52XARE1.12" THICK OR GREATER. IXAND2XBUCK3 BKplmnen Daeo 07117l2020 (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B LOADS 70 THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS Miam a re act contro THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 8 TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON.SHRINK NON-METALLIC GROUT, MAX.1/4' THICK 83400 PSI MIN., (DON E BY OTHERS) MUST FULLY r 1I I111/y YLYfyA �`�L1,OX....... `` 1 '�All SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO LICE THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30B FELT PAPER OR MASTIC IS REQUIRED = # ; 140.50705 BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. sau.m I ATTSI f • 22 P.E. EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH MAX. UNIT WIDTH MOM. PANEL WIDTH NOM. PANEL WIDTH PER TABLES 13 PER TABLES 1-3 Jt � I j g2� M EIGHT s ALS / HEIGHT / ifys PERTABLES 1-3 I PER TABLES I1-3 FacrcEr MOM. I MAX.0 HEIGh PERTABL NOM. PANEL WIDTH PER TABLES 13 MAX.. UNI HEIGHT TIt PERTABLES 13 1 — MAX. UNIT WIDTH v/ST�c NOM. PANEL WIDTH C� PER TABLES 13 -J`r - 17 Ia to t io 47 MAX. UNIT I� HEIGHT t i,�yg PER t j $ TABLES 1.3 MAX. IIL PBEN, ��m �N 5-PANEL CONFIGURATIONS L ..OFAMM ZWO CONFIGURATIONS NOTES: i) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB - LOCATIONS USING DETAIL 'Jw','Je,'KW OR'KC INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE p o=p, ppXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION CAN BE OXXXp, I;r 1 2)80°8135° CORNER CON FIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. t I�oao 3)FOR NOM. PANEL WIDTH, SEE TABLES I3. W'X' - OPERABLE PANEL, . INOPERABLE PANEL, vacl:al I $ =POCKET r--DETAIL LETTER 1�i W= WOOD OR METAL INSTALLATION Cam/ =CONCRETE INSTALLATION L—SHEETNUMBER MAX. UNIT WIDTH DLO WIDTH= NOM. PANEL WIDTH- T' IT DLO HEIGHT DOOR UN HEIGHT -10.725° !t2 a PANEL HEIGHT =DOOR UNIT HEIGHT -1.886" I I I$i B 1 Ig4E Ie POptCT j I 4-PANEL CONFIGURATIONS I la a PRODUCT REVISED I ing with the Fla4ae BWRIE., compiling NOA-No. 17-0420.12 MAX. UNIT WIDTH Eaphathm Date 02/17/2020 MOM. PANEL WIDTH I s D miom waeat o PERTABLES 13 3 t t a MAX. UNIT g sEE HEIGHT S NOiE PER ;THIS TABLES 13 sHEar. `tUtplupTl� No. 58705P CORNER, TYP. (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SOT •.• TE F ;•�� is tCs ••.F[ORIDP,: 'GEC \;�� ',� S� NAL N i O E p` tl1111lllt ALYIdl NR1ER P.E P.Esseros . o.epr EXAMPLE CONFIGURATIONS SERIES 770 ALUM. SGD-LM IMPACT eoo-7ro NTS 2 e 22 o-.ner PG70130 °" C EXAMPLE CONFIGURATIONS MAX- TESTED UNIT WIDTH = 355-7/1T Q 96- HEIGHT 300.1/4' Q 120' HEIGHT NOM. PANEL WIDTH 13 PER TABLES 1-3 g 19 MAX. HEIGHT, 1' UNR 9 ST OR 120" 6-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 1-3 MAX UNIT jJj� ® HEIGHT 1 5 llJ VJ VJ PER TABLES I-3 J� 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PERTABLES 13 MALNIJIfft HEIGHT PER TABLES iJ l iL1fCF me I PocrcET I G�TATI$a �TL3 6F77Q7 m m m m m m m m m m m m 8-PANEL CONFIGUFW I IUN, Lp!(.OFAVMP181DB SOD7M CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL'JW. °Ji ,'KV OR %e INSTALLATION. EXAMPLE: 4PANEL XXXX IN POCKET (p) CONFIGURATION CAN BB p%%XXp, pXXXX OR XXXXp, OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90- & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. 'X' = OPERABLE PANEL, '0' = INOPERABLE PANEL, -p-= POCKET DETAIL LETTER Q-W = WOOD OR METAL INSTALLATION 'C=CONCRETE_ INSTALLATION L—SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH-7- DLO HEIGHT= DOOR UNIT HEIGHT - 10.125- PANEL HEIGHT= DOOR UNIT HEIGFIT -1.866' PRODUCT REVISED plyying wllh the Floddu gildggd. No".. 17-0420.12 EBpimtlon D=m 02/17/2020 \i\II II IIIII UCENSff •••. * NO.66T05 3URATIONS %FS''"Paion,:'• I. SGD - LM IMPACT s'�NA' \gNG A.LMIM6IEM1 P£ 3 122 0� PST0130 C P£96Bms ♦ GLAZING DETAILS G3 G3 G4 G4A, G5 & G5A 7A 6' NOM. 7/16' NOM. I-NOM. 3116' HS GLASS — 3116' HS GLASS 3116° HS GLASS .090, PVE .090° PVB .090'— 3116" HS GLAS 3/16' HS GLASS Td 3li6' HS GLASS 14 3/8' AIR SPACE ]d 3A6' T GLASS B2 82 — 03 EXTERIOR 314• NOM. EXTERIOR 3/4" NOM. 314"NOM. a GLASS 124-in BLS BITE BBTITEfi EXTERIOR o a 7/1 "LAMINATED GLASS TYPE G3 / 7116" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS TYPE G5 9f16• N 9/16- NOM. 1' NOM. 3/16" HS GLASS 114- HS GLASS 1/4" HS GLASS .090" PVB .090° PVB .090" SG 3A6' HS GLASS 1/4.14S GLASSJ2?GLASS 1/4°HS GLASS ]d 5/16°AIRSPACE T4 — IA' T GLASS PRODUCT REVISED 82 82 83 BuildinglYing wRb No ilodda 314°NDM. NDA-No.CtaCa 17-0420.12 EXrERiOR GLASS 12a12) S/4"NSS GLASS E„PlmOoa Data 02/17/2020 GJ` BITE BITE ey EXTERIOR Miam,- a mauct Centm _. ". a 9116" LAMINATED GLASS TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: _ *; N0. 58705 r =_ 'ANN'=ANNEALED*- 'HS'= HEAT STRENGTHENED 'T'=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. Z 'AO'. 0��• �� •PVB'=.090' TROSIFOL PVB BY KURARAY AMERICA, INC. foroTEcxuptoorOPNE N. vEwcG rt.wm c-°tA GLAZING DETAILS 8Trt � T •, 0 '.,6`S. "•2oRi0P,:��`.� 'SG'=.090•SEMTRYGLAS®BY KURARAY AMERICA, INC. g404eo-fma 'yS�CNAL ceRr. oRwlNsmso SERIES 770ALUM.,SGD-LMIMPACT .. ,. a.e a++ew ur II 11' IIIlZ JR OL9Y1) C NOCNANOESTNISSH . 16MMid �^ a s eu er ® 6aO NTS 4 �22 PGT0f3D C ALVIAI P£ PEA 50105 GLAZING DETAILS (G6 G6A, G7 G7A, G8 & G8A) 1' NOM. 7/16" NOM. 1 NOM. 3/16- HS GLASS 3/16" ANN GLASS 3/16" ANN GLASS .09D' SG .090• S 3/16' HS GLASS .090" SG a1W ANN GLAS 3/8'AIRSPACE 74 3116'^ GLASS 3/8'AIR SPACE i4 "a— 4 3f16' T GLASS 3/76' T GLA55 f '� r ., L ,i a 1 ® �� a L_�� -A==MfiL RPT i_ 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1' NOM. 9116- NOM. V NOM. 3/16' HS GLASS 1/4' ANN GLASS 3/16' ANN GLASS .090- SG— .090" SG 3/16' HS GLA$ .650" SG WIT ANN GLASS 5116'AIRSPACE ]4 1/4'ANNGLASS ]{ 5/18°AIRSPACE ]4 1/4' T GLASS 1/4'. T GLASS PRODUCT REVISED 53 complying with the Florida W 001111eg GR4e 3/4' NOM. ROA-He. 17•0420.12 124127 3/4'NOM. hMiftF GLASS 3/4°NOM. Eapimuon oa<o 02/17/2020 GLASS �r' 121-1P] GLASS BITE BITE BITE g7 i EM R10 .. EXTERIOR 70 Tg 56 55 � 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS TYPE GSA GLAZING NOTES: 'ANN'=ANNEALED 'HS' = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 'T'=TEMPERED 'PVB"=.090' TROSIFOE PVB BY KURARAY AMERICA, INC. 1gro]rnewlogrsarvs 'GLAZING •SG'=.090' SENTRYGLASa BY KURARAY AMERICA, INC. .N't�iucE F1'3+ns GLAZING DETAILS (a1)+m1pW "a 'JJR!teE a.vr C NO INSSH. n1MfNf4 vrMNteamrers,�4unrcN>mr�se SE6R0o-IEnSg 770r A7L5UM-, 6 SmG022-1 LMo.pIMrPP AGTC0Tf30 _ ALYNNMg PF P£Iww Design Pressure DP) and Anchor Quantities Required, Maximum DP for all sizes; (for all approved configurations on Sheets 2 & 3) +601.60 psf Farcomereelregol anchorage on 90' or 135' comer Wo, see sheet ll (May be llmiled by Table IA) Door Unit Height Table Apples to Glese Tjpes 3, 80' B4' IBlN 3A, S. SA, 7, 7A, 8 & BA end fi&]fe' DLO 717/0' CLO 7941W DLO e5-71V DLO the 901eJAalregal Types shwm Anchor GmmP A.hor creep Anchor GmuP AnchorGroup belw. A--T B C—T D A B I C I 0 A B C 1 D A I B I C 0 HeawSM C4+1 +1 + C4+1 CAN 04.1 + I C4N + NO 04+1 C141 C44 + 4 +1 24' Jamb e a B 6 8 8 e 8 0 B 9 8 8 e a e OLO P-hcok B+T 6+7 6+7 B+7 7+9 ]+8 )*B NB 7+e 7+8 7+8 AB 7+B ]+e 7+8 7*8 Heasul 04+1 C4a1 01+1 C4+1 G+1 G1a1 C4+1 C4+1 Qt+1 C4+1 C4+1 C1+1 04+1 C4+1 C4+1 01+1 E 30' Jamb 8 8 6 B 8 B B 8 B B 0 B 8 B 8 8 mo P-0.a 6+7 6+7 6+7 8+7 7+8 AB 74B NB ]+B ]+8 )ae 7+B Headl9B1 C9N CAN CN1 G+1 C4+1 CA+1 C4+I CAN Gat CAN GIN C1 04+1 G+1 01+1 04+1 36' ff Jamb 8 0 a B 8 B B B 0 B B 8 0 8 0 a G P-hock 6+7 6+7 8r7 Br7 7+e 7+0 7+8 F+8 7+8 78 ]+0 74Q 7+8 7+8 7411 W. Slll CAN Gr1 54+1 GIN CAN 04+1 CAN C4+1 w CAN CM1 l'Ar N GN GIN 42' 35' Jemb 8 0 B B B 8 0 B 8 e B B 8 y OLO p.hoak 8+7 aN 8+7 e+7 7ae ]+B 7+0 74a 7+B ]+e PB 7+9 ]+B ]+e ]+B d7+8 Heactill: 04+2 C4+2 C4+2 C4+2 CA+2 C4+2 G+P CAr2 Ga_ C4+2 C4+2 C4a2 C442 C4+2 CA+2 KB B B 0 8 8 8 B 8 B B B 10 0 6+7 9 B+] 8+7 7+8 7+8 7+8 7+6 718 A6 ]+0 7+B 7+B 7+8 7a8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-114" SILL. 2) WHEN USING THE 2-1/2' WATER DP IS 46.67SF MAX. WHEN USING THE 3-1/4' SILL, WATER D BOO PSF MAX. WHEN U NGITHE 4-SIILIL. VE POSRIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE IS TABLE 1A. 3) 4', 3-114-AND 2-1/2' SILL HEIGHTSARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2-SILL IS NOTAND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SIII Height to Max. (+) DP (Water Infilhetlon R thg) SIII Rher Helghl (+)Design (Flat or Box, see Pressum, psl Sheet 17) Flush-1-1f2" sea notes Low-2-1M." Medlum-e-tf4" +60.0 High-4' +60.0 OTE - G J / OH` O(�\/ 0 O 1 o gl oxRAnox1 G 'v v ON RATIO =OH LENGTH OH HEIGHT DLO WIDTH= NOM. PANEL WtDTII-7" OLD HEIGHT= DOOR UNIT HEIGHT -10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" Intedoek P-hook LocYstile@Jamb SDalght Astragal Assembly Leelottc@ Stralghl Astragal 90-Astregal Assembly LoeksOe@ 90'Astagal 135'ASVagal Assembly Lorknile@ 1354ASOsgal Standard SUIh, Standard Stile Standard Stile Standard Sole Standard Stile Heald-duty5tlle Hoevy uty Stile Headyduty Stie Heovy hay5tile Astragal Outside Comer Insid¢Cot mer'11 Corner Inside hold. Corner Tfl-SStandard Co e Garner Comore Comer ecn Part g60(a) Part 460 Parte60 PaR e6015H1¢) Part p6](Astragaq Part 060 'an Panfl178(Co ne, peeelveN Part411B(Out) Part p120 (In.) par sfl31&1N32 (Corn.&Fxd Mount) Part H61 CFM. oiAUI1LWBaP9 ,tuna I NTS I 6 1 22 I POT0130 PRODUCT ggREVISED aas uicome]`Ing with the Florida NOA-No. 17-0420.12 Expbotlan Data 02/17/2020 m No. Sera, MILIER P.E P.EV M705 0 Au ez Design Pressure(DP)and Anchor Quantifies Required, (for gappmved configurations on Sheats283) Maximum OP fo7alisizes:+601.60 Far opine s..MIgel oncn.... on Go- or 1a5' comer rots, are Neal 11 QBay be Nnttetl by TeNe se) ❑ae, one Height applies to Gras Type 4, 4A, 0D 1" 1 120 6, 6A, 7, 7A 00 BA and Me Ge7li O B1-718D O 97-11 O } eDLOTable - ➢ DL 8me1Aew9ai Types sMwn below. Ar.lber Grey, I Anahar Group I AnthorQmup Fehr Gmup y her Group Ana ar Omup Anchor Group 11 raner Gmup A e I C I ❑ I A 1 B L 1 0 1 A 19 1 L I D A B C 1 D 1 A I It 1 O D AID A a G ❑ A B L ❑ A B 0 D HeeN801 U.1 Gat G+1 UM GI+ ♦ +1 04♦ + Gal C4+ 04+1 G+1 G41 04+1 C4+1 Gai G+1 D40 (Al +1 G+t + + • ♦ 04+ +1 U+1 C4+t UN 2d' Jamb 0 0 8 0 B B 0 a 0 8 e 0 0 8 0 0 10 f0 f0 10 10 10 10 10 10 10 10 10 tp 10 10 io I1RrA P-reek BaT 6♦7 0+T B+1 7+0 7+8 T+0 7-3 7+B 7+8 ]+0 7+B T+B 7♦8 7+3 7+0 8-9 B+B 8♦9 BaB &B 0+9 0+B 8a9 BHO 8N0 BNO BHO BNO 9+10 W10 9+10 Headl991 U+1 U+1 U+1 01+1 G+1 U+1 GH 2+1 Ga1 UN Gat GH Gat G. UN U+1 UN U+1 U+1 UN 04+1 GH U•1 C4+1 C4+1 OI+1 GM G+1 C4N L4+1 U+1 Gal 8 e 8- 0 0 8 0 8 0 0 0 0 e 8 0 0 10 10 f0 10 10 10 10 10 10 ID 10 10 10 ip 10 10 00' DLO Jamb P-0ook 0+. ... 6+T ... ]+e T+8 7.8 7+8 7+8 ]+0 T+B 716 he l+e ]+8 N8 8+9 &B B+B 0+8 0+a B+9 0+9 lice 9+10 8a10 p+10 eH0 8+10 BHO BNO BHB HeeN5111 U+1 GH G+1 U+1 GN GH UH GN G+1 Gal Gal GN G+1 G+1 UN U+1 UH GH GH Uat G+1 U+1 G+1 G+1 GH G+1 GN GH UH G+1 �tl ]0 Jemb 0 8 8 8 8 8 0 8 8 8 6 8 B 8 8 8 10 10 10 10 10 10 10 f0 10 10 f0 10 10 10 10 f0 DLO P-hack 8+7 0+1 5+1 6+] 7.8 7+8 T+8 7+8 7+8 ]a0 7.0 7+5 T+8 AU 7+8 7+8 8a9 Bp 0+B 8a9 e+B B+B 8+9 8+B BHO 9+W BNO BNO 8+10 9H0 B+fO Bry0 '0 HeaWaIII UN E U+I U+1 U+1 GN GH UG+1 G+1 U+1 N-1 G.I ONt Gat C'1+1 L0+1 UN Gal CA+1 G+t C4+1 G+1 Gat G♦1 U+1 G♦1 G+1 U+1 Qa1 OS♦t 04♦1 01+1 IY a0 Jamb 8 8 8 8 8 e 9 0 6 6 0 8 6 e 0 8 10 10 10 f0 10 10 10 10 10 10 f0 10 12 10 10 10 6 Pdaok 6U B+T a+T B+7 7+8 7+8 T+8 7♦0 7+8 T+8 7♦8 Tab ia8 NB 7.8 T+B 8+0 B+B e+B 0aB B+B 8+9 8.0 &9 &10 F10 9+10 9+ta 9N0 9.10 BH9 0+10 a HeaN911 U+2 L 2 GI+2 G♦2 Gat C4+2 G+2 G+2 G+2 L4+3 U+2 G♦2 U♦2 UN LN2 L4+2 Ot+2 G+2 G+2 G+2 G+2 Qa2 G+2 U+2 C5+2 Q+2 GN2 L5+2 L5a2 L6+2 C5+2 LB♦2 8 8 B 9 B 8 a 0 e 6 e 0 ID 8 8 8 10 10 10 f0 10 10 f0 f0 12 is 1p IJ 12 10 10 10 48- DLO Jamb Pdepk 8q &] 6+l B+T T♦0 NB 7+8 ]r0 T+0 ]+8 T+0 NB 7+0 7♦B 1+0 T+B 0a9 0+9 0♦8 0+9 &B 0+8 0+9 8a8 Bq0 9+10 8+10 9N0 8+10 eH0 9a10 B+10 MaN/a91 U+2 ce+2 G+2 G+2 G+2 G*3 G+2 Ga2 G+2 U+2 U- U+P G+2 G+2 54• �r0 Jamp 8 a B a B B 0 80 B In B B B Not available in these sizes P-hook 8+T 6+7 6+7 6.7 7.8 i+8 I+ 7+8 Ali N0 AB T♦B 7+0 7♦B H.rWSBI U+2 04+2 U+2 C1+2 L4+2 Ga2 G+2 G+2 m Gat U+2DLO Jamb 0 0 0 e 8 00 B 810 0+7 6+] B 7 6 145 1 7a8 NB T+0 T+0 7+➢ ]+8 ]+B ]a0 rVR CNVVIrI[: MY VJIIYV ,nV��,a �u..a.�. ,,. NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4' SILL. 2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER DP is 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL, POSITIVE WATER OP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4, 3-1/4'AND 2-112- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.112' SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED, 6) JAMS ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SIII Height to Max. (+) DP (Water MITI Rating) SIII Riser Haight (+)Dosign (Flala Box, see Pmsslm, psf Sheet t]) Flesh-7-1/Y see role3 low-2-iR' +4fi.a) Matllum-3-114' +80.0 High 4" + 000 NOM. PANEL WIDTH -7' DLO HEIGHT= OH LENGTH DOOR UNIT HEIGHT - 10.126' PANEL HEIGHT - DOOR UNIT HEIGHT - 1.866' OH RATIO a i PRODUCT REVISED es complying with the Plodda ammrag coup NoA-Ne. 174420.12 saturation onto 02/17/2020 SEE NOTES 1.3 OH RATIO= OH LENGTH OH HEIGHT o necnanl v n=rell s Inc ryuyvlrv.+J,l,.�o ..................�...,........_...._........,..,..__•____..__.__._—._._.______._ Straight Astragal locbYle@ wXstragel _. Lockstile9 135-Astragal L.Ikstile@ Interlock P-0aok Inekstile@Jamb Assembly I Straight Astragal Assembly go' Astragal Assembly 13S'Astragei HeaWduty5tlle5 Heavy-duty Sole Heavy-duty Stile Heavy-duty5tile IIeavy-dury5tile Heavy-duty Stile Heavyduly5t11e Heavy-duty5tlle Heavy-dutyStile 5tandard Astragal Ouhldd U'rn�er'I'II Ovelde e Corner t4rIns) i- J sssiLL �EcC1--eE�; L ' L�,� Comer Inside Comer a�l-1 Inside Com r'II (fm. Comer Part 861 (x2) PaRtlbl Part p61 Part Bfil (Stile) psnH67(AstmgRl) Pdrta61 Part M6liStile) ParthI181Comer Padi1119(Out.) Part A120(ln.) Part061(sule) Parts fl3l&A32 pa"Mil Recelwt (Urn.&Pat Mount) Clear: oPAur7l r+azae I SERIES 770 ALUM. SGD-LM IMPACT I I MS 1 7 e 22 1 PGTOT30 *.: Ne, 58705 P.E. AHLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Maximum DP ghovm below Fa corner aa0agelamhaega on 90'ar 136'caner unfte, descant 71 (May Ostia by Table 3A) Dam UNI Hdl h1 Tulle s to Glass Types 4, 4A, 80' a4" 6tl' 86" 102" We apple & 6A, 7, 7A, 8 B BA and the 9-7 8" B Will' DLO • 1V D D 0 8 OLD 1 9 LO 9]-1/B" OLD ShadAatngal types ahoun e.. AnchorGmup Armhor fTa AKWG AncMr Gnu Anch.,Group Anchor Gnoted A B C 0 A B C D A a C D A B C p A B 1 C 1 D A 8 C D 1i Duct, HnN$YI G+i GH GN G+1 G+1 G+1 GN IA60.0 G+1 ( G+1 G+t GN C4#1 Gal G#1 G+1 Gal C4#1 i 2. GN a par G+1 ce+1 +. G#1 . Ps GH1 G+1 24' OLD jeartsJews 8 8 8 0 B B 0 8 8 8 8 0 0 0 B. B 10 10 10 10 10 10 10 10 Pdook 6+7 6+1 6+7 HT 7+8 7+iI NB 7+0 7+8 7+8 7+8 7+B Ito ]+8 ]+B 1+B 8+9 Bag 0+9 8+9 H9 8+9 8+9 B#9 W9 nPmaaum +A9a0 psi +1A2.6Pst . 1146.0 s1 Heedr$YI G+1 C4+1 C4+1 G+1 G+1 G+1 C4+1 C4+1 G+1 G+1 CN1 CIa1 GH G+1 G+1 GN CIM C4+1 CMt G+1 G+t GN C411 C4+1 1.2J" BUD Janb B 8 e 0 to8 0 8 10 0 8 8 ID 1 8 a 10 10 10 10 10 10 10 10 5 P4nok 6+7 1 6+7 1 HT 1 fiat 1 T+B I I-B I Tab IT+9I T+8 I Tab I T+B I T+8 7+0 1 1+8 I7+8 11+9 8+9 819 B#9 8+9 8+9 1 0+9 1 8+9 I a+9 Barka Pressure +A90.0 ps( +/E2.0Pat a1-]BO Pa/ 9' H0ed158 G#1 C4+1 G+1 G+1 G+1 G+1 C4+1 ".1 G+1 04+1 G11 Coat CH1 G5+1 G+1 G+1 CHt CHt G+1 G+1 CHt CH1 Cdat GN W DLO Jamb 10 B B 0 10 8 0 8 10 8 B e 13 10 8 8 12 10 t0 1U 10 10 10 10 a- P-haak HT 41 H1 6+] T+0 7+0 7.8 7+8 7+8 AB AB 1+8 8+9 0+9 8a9 B+9. aa9 8+9 8+9 e+9 8.9 8+9 8+9 8+9 nPna95um H-S0.0 p9/ +1E2.5 Pat +A76.0 d $DeS se.pL0 HeeCres CH2 C442 CH2 U+2 GH3 GN3 C4+2 C1+2 CN C6+2 C4+2 C6+2 C5+2 C9a2 C5+P G5+3 C6+2 C6+3 CS+] CA+'! C612 C512 06+2 C5+2 4P Jemb 10 B 8 8 10 0 B B 12 10 B 8 12 10 8 8 12 10 10 10 12 10 10 ID P-took AB 7+8 7+B 7+B 71 7+B 7+B 7+0 8+9 a+9 Bag 8+9 B+9 0+9 a+9 H9 8+9 8+9 8+9 BH9 H9 8+9 8+9 0.9 - Daalgn Pm.um +/d0.0 I $ee NoteA bx N52.5 al +/-75.0 Pat 41' HeoN$III G+2 CH2 G12 Gat C5+2 CH2 CH2 CH2 C5+2 C5+2 06+2 CH2 CH2 W+2 a2 CH2 CH2 W+3 CH2 W#2 Wag Wag CH2 CH2 �, OLD Rana 10 0 B B 12 10 B 8 12 10 8 8 11 /2 8 0 14 12 10 10 14 10 10 10 PMoh ]a8 ]aB 7+B 7+8 H9 B+9 8a9 (lag 0+9 H9 819 0+9 9+10 9a10 10 9N0 9+10 9H10 9+f0 9+10 9+10 0+10 9+10 9+10 NO 11, H: ryyau rar'V"".., a rw n,,n. uuun.• • �.. ��^�� ••—• EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. DLO WIDTH c 2) WHEN USING THE 2-1/2' SILL. POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3.1/4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4- SILL, POSITIVE WATER DP IS 90A PSF MAX (NEGATIVE PRESSURES NOM. PANEL WIDTH -7' UNCHANGED). SEE TABLE 3A. 3) 4',3-114- AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-112'SILL IS NOTAND DLO HEIGHT= DOOR UNIT HEIGHT -10.125' MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= BUILDING CODE (SEE ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT - 1.866' 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FSO EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Cr c, GCCFMRI Y IFTdll R l r1GYUU.UWINU J I ILChHall \V L rrc.-u ur Straight Astragal Iodauie@ .......... ........... go'Asum.1 .___. Lo:kstile@ 135'Astragal Lodcstlle@ Interlock P-hook Lod¢Ble®lamb Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal Haeuyduty Stiles Heav cluty501e Heald-dutyStile HeavyEWy Stile HeaW-dury5tiIs Heavy-dury5tile Heavy-duty Stile Healdduly5lile Heald -duty Stile Heavy-duty Astragal Outside Outside Coo e Corner r-P'I Ti Lerner Inside Cotner Inside Comer'I I corner C Part#61(1Q) Part#Gl Part B61 Part N61(SBIe) Part H68(mbagal) Part061' Part41m(Comer Pat dll9 (OUL) Part#120 (In.) part5031(&[X32 PartR61 Recei,ar) (Corn.& Fxd Mount) CERI.C�AU]H /'16Xd Senate I NTS 1 8 . 22 I PGT0130 TGRI 9IA' Sill Helghtto M.X. (+) DP (Warer k10Breddn Rehr03 SNRIser Height (+)Design (Fletor Box,aee Pressure, Ps/ Shenk 17) Flush -l-7/T see Rama Low-2-1W a48.67 MedWm-3-V4• +00.0 High-4- +90a see NU ms W OH LENGTH 4� (0 8IOH RATIO 21 - 01 0 1 i I OH RATIO = OH LENGTHOH HEIGHT PRODUCTREVISED Bullding CodaWIN the Florida NOA-No. 17.0420.12 GPImNaa Data 02/17/2020 9y rma I-oo raducx comml e \1111111 rr1 x.,. No. 50705 p; JJII _ ORION " S�()NAI, SXG �N ALYMHMILUERRe P.FJ SOILS NOFRAME " 10-P-HOOKANCHORAGE CONSISTS OF: SEE 'CS'CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE'C5'CLUSTER MAX UNIT WIDTH -- DETAILS, SHEET IO SEE °CT DETAIL SPLICE FORASTRAGAL �... REQUIRED@ (PERPENDICULAR TO GLASS DETAILS, SHEET IO FOR 10 FO INTERLOCKER ' EXTERIOR REQUIRES'C6° SHEET FOR INTERLOCK NOTE, THIS PLANE SEE TABLE 2, SHEET ) INTERLOCK 24' MAX. O.C. POCKETS AND 48" NOM. CLUSTER, SEE DETAILS, SHEET II SHEET. SEE POCKET 10 P-HOOK PANEL WIDTH JAMB MOUNTING x x x . x x INSTALLATION, ADgpTER I 6'MA%. (S a x J xx x x x x xTj x Z. THIS SHEET ANCHORS MIDWAY I o' ]•MAX, ?`•^ BSHEETI4 BETWEENP-HOOK I lol 4PAIRS OF x ANCHORS&AT3" I x=FRAME ANCHORS \r FROM TOPE i 14•MAX. O.G. of Ip ANCHORS 06" (TOTALS BOTTOM � .}�III� o UNIT 21'MAx' ANCHORS) 4.051' � io - HEIGHT D.C. PERJAMB °MAX. TO OPENING i'� '®I ()®=P-HOOK SEE JAMB I EDGE OF POCKET SEE I�g ® 1 D.C.O ANCHORS I A7 x DETAIL INSTALLATION o W--� DETAILS'JO81(C, ms im I 1 M0=P-HOOK BELOW) END PANEL SHEET 148 PART I MOUNTING 'J'8'K', 21'MAX ANCHORAGE DETAILS (2 ANCHORS) SHEETIGFOR I Q. 1O, � 3-10". ADAPTER 'ANCHORS O.C. L-oil--,L P-HOOK 6 MAX. x x _� ENG PANEL ANCHORS x' x x x kx xx x ANCHORAGE ENO PANG ,� z x x xxxxx . x' 6-WK. ANCHORAGE(SEE ANCHORAGE x xx x �Yy SKETCH BELOW) (SEESKETCHBELOW) �l'FY �'�2'°�2' ANCHORAGE ANCHORAGE CENTERLINE e^IA><•T1T• gNCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 Z134' 24•MAX EXAMPLE'S -PANEL 2TRACK 90-OUTSIDE CORNER -pXX/XXO- EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 48' K 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 6' SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAYBE ADDED 1 1) APPROVED ANCHORS: SEE TABLE A. SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES I.3. SHEETS 6-8: CENTERLINE OF O M.• INTERLOCK HEAD B SILL: 8' MAX. FROM FRAME CORNERS. PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE SEE'CS'CLUSTER WIDTH TABLES, SHEETS 6-8 AT EACH INTERLOCKAND DETAILS, SHEET 10 STRAIGHTAND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. A. 7 v—ADDITIONAL ANCHORS 24"DO. MAXIMUM. c AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IFASPLICE P7' Cj OCCURS AT THE P-HOOK. MAX. PRODUCT REVISED O.C. a complying with We Halide Building Code NOA-No. 17-0420.12 114 Gpiratlon oat 2/1 ]/2oz0 B' MAX. BY Ml i D l - n v on re TERLINE - JAMBS 8 P-HOOKS: 6" MAX FROM BOTTOM, 21• MAX. ANCHOR PAIR O.C. (JAMBS),14- MAX ANCHOR ANEL2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE �2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB +2' ANCHORAGE ANCHOR PAIR REQUIRES SEE AILS, CLUSTER END PANEL CENTERLINE CENTERLINE •C6"CLUSTER, SEE I --OF DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET I I INTERLOCK FORASTRAGAL I ASTRAGAL (2ANCHORS) 6" —1 I .r— a 5° -\ I l _1 MAX. - ( r i I I v . U a C';- TT7I L�, CENTERLINE CENTERLINE I� CENTERLINE *: No. S8705 EXTERIOR V I DFPANEL3 `2'ANCHORAGE I-- OF PANEL "+2"ANCHORAGE I OF PANEL /��'-;1-71•��—,L SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS _fin :u N/lPrII- ffFI. OFAUM. Pd/68 Io- JR 110044 Ias*"m*` I _-...____. I_.Iia Ati I ` ' I - I NISI 9 122 1 PGT0130 I C I PEA 64105 ASTRAGALOR {SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INiERLOCK-'y IF NEEDED INTERLOCK-1 CONDITION, USE INTERLOCK-�"IF NEEDED CENTERLINE I CENTERLINE 'C6°CLUSTER DETAIL) II''TT CENTERLINE 1.76 1.75° 36" �7" �3.5" 4° DI 4.0G.2.01' 4' 2.04 IOR EXTERIOR V 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL `� 2-TRACK FRAME HEAD/SILL GAL OR INTERLOCK �ABTRAGAL OR INTERLOCK PASTRAGAL OR INTERLOCK (USE W STER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER n.Irunos 4RC RFOI❑RED. ANCHORS ARE REQUIRED, ANCHORS ARE REQUIRED,'C6') ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE INTERLI NEEDED CENTERLINE CONDITION, USE CENTERLINE LINE INE� 'CO' CLUSTER DETAIL) 3.6. w7-- 15 4 8° r E%R EXTERIOR 3-TRACK FRAME HEAD/SILL V EX 3-TRACK FRAME HEAD/SILL (aT ASTRAGAL OR INTERLOCK (d ASTRAGAL S O S INTERLOCK, CLUSI R (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED.'C5•) ANCHORS ARE REQUIRED,'C4� ASTRAGAL OR L.SPLICE LOCATION INTERLOCK--1 IF NEEDED CENTERLINE ! ' 4-TRACK FRAME HEADISILL (rD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED,'C4°) ASTRAGAL OR (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE ! •C(ICLUSTER DETAIL) -+ 3.; 1- 4' DIAG. 4• 5.37°DIAG. E �IRI IR ]' IJ 4-TRACK FRAME HEAD/SILL Q ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS°) CERi.OFaIIIKIl91D! 2.04' 2.04' - 2f MAX EXTE OR O.C. • 21• 5.64- MAX- O.C. 6' MAX. —2-TRACK L FRAMEJAMB 6-MAX. ANCHORPAIR T CENTERLINE L-` 3.5' 7° ANCHORS MAY BE INSTALLED 21• EITHER IN THE EXT. OR INT. I' MAX. TRACK(INT. SHOWN) 'DWG. D.C. 2.04' IRICR NOTES: 1. ALL DIMENSIONS SHOWN 5'�" ARE BASED ON MIN. 3.5y ALLOWED. 3.5" g'MAX 2. FOR HEAD OR SILL SPLICE V 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT A ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET S. (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6� 3-TCCHOR PAIRAMB PRODUCT REVISED FOR SPLICED mplTing o'l15 th. Florida Omialoe Cod ASTRAGAL OR ( FOR SPLICE CONDITION, DO NOT CONDITIONS ONLY: NOA-No. 17.0420.12 INTERLOCK USE DETAIL) SPLICELOCATION Expl.nllan Oat 02/17/2020 CENTERLINE I THIS --`i 3.5- 1--0— _ IF NEEDED '� 3.5- r` T mL,,,I_oa aae o -1 [ I I 2.04' q• OIAG. 2B4" d'DIAG. I 2.O4° EXTERIOR ]" 3.5• 3.5' 4-TRACK FRAME HEADISILL (aJ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'Cfi') WITH & WITHOUT SPLICE CONDITION sow I NTS 1 10 - 22 1 PGT0130 IH No, Sams •:r �O�•.• siATEO� sao tie l NALItI,LX• 0. LTtdf MR3ER R.E pEpsems 2.04r' 2.04- INTERIoq 2.04° INTERIOR 2.04' o1'ANCHOR INTERIOR INTERIOR 7• 8.96.12" 6.12, 3.5" 3,5INTERIORINTERIO INTERIOR9fi4MM]3� 901jr.4XTE�)1AG. • TER - RIR 4°DAG. �_ 4"DIAL. 3.S q.. 2.04' EXTERIOR204' 3.5• 4' T EXTERIOR +13.5' \/ 2.04' EXTERIOR 4' �—'-: 4° 2.04' 7- TEIUOR 8.94' GO -COMER GO -CORNER 135-CORNER 135'CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SRL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, '94D ANCHORS ARE REQOIRED,'06') ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,'C6') 4.08• •+t°ANCHOR 4' ].41° INTERIOR 3.5" INTERIOR 7" 135° Al90° EXTERIOR 3 3.5' 4.03" 4.08' 7• 5.3] G. 5.3T° D A6. CENTERLINE 3.5' ON 4- 3.5' OFPANEL E%TETWR COE IOp 7• q° INTERIOR, E%TVEPpR '+2'ANCHOR7' ALL 90' COORNER VEWS 3-TRACK FRAME HEADISILL KFRAME HFADISILL ('CANCHOR CLUSTER REQUIRED (°LS-ANCHOR ER REQUIRED ATALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4-DIAG. INTEROR S.1T INTERIOR 2.04' 2.04' .12• 3.5' EXTERIORMCENTERLINE q° INTERIOR 5.86' OFPANFI IR 90, 4. 3.51 135° '+3°ANCHOR 7 .04" -+2° ANCHOR 2.04° 4-DIAG. 3.5 j CENTERLINE �--•—OFPANEL •+3' ANCHOR 2.04- 4'DIAG. 3.5' 7' CENTERLINE �OF PANEL 2-TRACK FRAME HEADSILL INTERMEDIATE ANCHOR LAYOUT PRODUCT REVISED Alvin Ith the Florid. emieln>3 Cod. NOA-NR. 17-0420.12 Repintlon Date 02/17/2020 6.12' AG. GAT ERIDR 4.06' A' EIIAC 2.04' 3.5' 4° JuOlEUNrt 4'OIA. 3.5I OD5 CENTERLINE ANY LYNJEXTIRIDR EE2.04�DFPANEL ..�411 90-CORNER 135-CORNER �vO 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD151LL \�A CB ANCHOR CLUSTER REQUIRED Ce ANCHORCLUSTERREQUIRED 4-TRACK FRAME HEADSILL :>ft N0. 58705 (°—' INTERMEDIATE ANCHOR LAYOUT - AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) NOTES: 1.ALL -ALL ARE BASED ON MINIMUM ALLOWED. tu>a rEcxNw.ODyORrvE �O,p'•. S7� oFl•�� 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, ANDWOULDBE N. VEMCE, R: wa)4 ANCHORAGE EXAMPLECLUSTERS yc�s'•.!taglDn,:: �2``;P IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 1at01eo-14oa JR es cENr.OFAurxsmne SERIES770_ALUM.SGD-LMIMPACT q)I NAIL INt 049YR C NO CH4NDE5 TNIS SHEET. avnvwnern ew.� °"^° PE JR` tdldf4 ,wm-a„wam sco-Tro NT5 1f -22 P0T0f30 C P.EA5ma5 INSTALLATION DETAILS r EDGE DISTANCE: Ilj SEE TABLE A. SHEET, 2-i/1 B' EXTERIOR 1/4" a o yr MAX. 1 SHIM EXTERIOR TABLE A. —III Lj! ' SHEET 1 2X WOOD WOOD ANCHOR TYP.. TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3. SHEET 1 & TABLE A, SHEET 1 ®2-TRACK FRAME HEAD WOOD INSTALLATION WOOD ANCHOR TYP., 2XWOOD SEEANCHORNOTES TYP., SEE ANCHOR E3,SHEETI SEEANCHOR NOTEII. SHEET 1 (1/4' MAX.) EDGE=D1115TAMIE: SEE TABLE A, SHEET, EMBEDMENT: SEE TABLE A, SHEET ®2-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 2-iH6"- 1/4" MAX. SHIM 2XWOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3. SHEETI &TABLE A, SHEETI 3-TRACK FRAME HEAD WOOD INSTALLATION WOODANCHORTYP.. . 2XWOOD SEEANCHORNOTES TYP., SEEANCHOR eee &TABLEA,SHEETI7 NOTE 3, SHEETI SHEETI L (V4" MAX.) EXTERIOR TEDGEDISTANCF SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEETI 6 3-TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE --ti I TABLE A SHEETI EDGE DISTANCE: 2X WOOD EDGE DISTANCE: SEE TABLE A. 2X WOOD L SEE TABLE A, SHEETI TYP., SEEANCHOR SHEETI TYP„SEE ANCHOR NOTE 3, SHEET I NOTE 3, SHEET 1 2-1/16" WOOD ANCHOR.TYP., WOOD ANCHOR TYP., SEE ANCHOR NOTES SEE ANCHOR NOTES B TABLE A. SHEETI O &TABLE A, SHEETI EXTEROR 1/4' MAX. SHIM EX MR 1/4- MAX. SHIM �11-- 2-TRACK FRAME JAMB WOOD INSTALLATION Imt)190.181g CERI. KAUM )sYB9 EMBEDMET: SEE TABLE A. SHEETI EDGE DISTANCE: SEE TABLE A, SHEET I 2-1116" MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1M" MAX, SHIM METALTYP.. SMSANCHORTYP., SEEANCHOR SEEANCHORNOTES NOTE 4, SHEETI &TABLE A, SHEETI 4-TRACK FRAME HEAD Cw METAL INSTALLATION SMSANCHORTYP., METALTYP., SEEANCHORNOTES SEEANCHOR SEE &TABLEA.SHEETI7 NOTE 4, SHEETI NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2.METALCRWOOD SUBSTRATES MAYBE USED FOR ALL FRAME TYPES PER TABLE A. SHEET 1. " DIAGONAL O.C. IS MIN 4- (HEAD & SILL) OR 6' (JAMB) SEE DETAILS. SHEETS 10 & MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE SHEET ocrEaloa I EMBEDMENT: SEE TABLE A. SHEET I �2-1/16"' EDGE DISTANCE: SEE TABLE A. SHEET 1 4-TRACK FRAME SILL _. METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEETI s plying win the Fterlae BYIIEIng COCo NOA-No. 17.Ob20.12 NOA-Nll EDGE DISTANCE: Pnm0-0420020 SEE TABLE A, METAL TYP., SHEETI By SEEANCHOR Mlaefl-Oa m net eentro NOTE 4, SHEET I 2-1A6'• SMSANCHORTYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 THREADSEXTERIORBEYONDTHEn.METALV SUBSTRATE 1/4•MAX. SHIMJUJ 4-TRACK FRAME JAMB METAL INSTALLATION WWA) 11 INS,ALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A. SHEET I NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS EDGE DISTANCES E C NC -E CONCRETE SEETABLEA,SHEETI CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED Eft TABLE TABLE A. SHEETI ER TABLE PER TABLE 2-1/16°' 24/16°' ON MIN. ALLOWED. A, SHEETI SHEETI A, SHEETI 1/4° •DIAGONAL O.C. IS -.T,�,. _ '.: .;i� '` ,:y f.-.'a•`1 ,':: f SHIM OR6°°JAMB)EELL) YR F :MBEDMENT J 7/MAX }T E0ERI0R R DETAILS.SH SHEETS 70 & 71. TEE TABLEA ` MAX a SHIM SHEETI SHIM PROPERLY SECURED IX CONCRETE ANCHOR Y' .. PROPERLY SECURED I% CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TVP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP, SEE SEE ANCHOR NOTES'& WOOD BUCK TYR, SEE SEE ANCHOR NOTES& ANCHOR NOTE 3, SHEET 1 TABLEA, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ® CE FRAMECK CCORETNS7ALLATION CDNCFEID CNRETNSTALLAT O CONCRETE ANCHOR TYP., PROPERLY SECURED I CONCRETE ANCHOR TYP.. PROPERLY SECURED IX CONCRETE ANCHOR TYP.. PROPERLY SECURED IX SEEANCHORNOTES& WOOD BUCK TYP., BE SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE SEEANCHORNOTES& WOOD BUCK TYP., SEE TABLE A, SHEET 7 ANCHOR NOTE 3. SHE 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, BHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE AN HOR SEEANCHOR NOTE 6, NOTE 5, SHEET N TE 6, S EET 1 SHEET) 1 (7/4- MAX.) T ._ . E%TEmm I '_: ' RIOfl -- CONCRETE 2-1/16• • 2-1/16'. 2-1/16° • PERTABLE EDGE DISTANCE: CONCR E EDGE DISTANCE: CONCRETE EDGE DISTANCE: _ A, SHEET 1 SEE TABLE A, SHEETI PERTA LE SEE TABLE A, SHEETI PER TABLE SEE TABLE A. SHEETI EMBEDMENT: SEE TABLE A, SHEET I A,SHE I EMBEDMENT: SEE TABLE A, SHEETI A, SHEETI EMBEDMENT: SEE TABLEA SHEETI FRAME SILL ® 3-TRACK FRAME SILL 4-TRACK FRAME SILL Fc CONCRETE INSTALLATION o®2-TRACK c CONCRETEINSTAUA710N Eo CONCRETE INSTALLATION EMBEDMENT: SEE --'f�-- PRODUCT REVISED TABLE A. SHEETI a mpl In wIfh thO Fl.dd. emiatAe �08 EMBEDMENT: SEE NOA-No. 17-0420.12 TABLE A, SHEETI -�I E DISTANCE EzW.tlan Date 02/17/2020 " EDGE DISTANCE: PROPERLYSECUREDEE TABLE A. EMBEDMENT: SEE fl CONC./CMU ANCHOR SEE TABLE A. 1X WOOD BUCK TYP.,SHEETI Miam,- a r uc onvo TABLE q SHEETI TYP.,SEEANCHOR - SHEETI SEEANCHORNOTE3, EDGE DISTANCE NOTES&TABLEA SHEETI PROPERLY SECURED T SEE TABLE A, SHEETI 1XWOOD BUCK TYP., SHEETICONCJCMUANCHORSHEETI,,TYP., SEEANCHORNOTE3, SEE ANCHOR 2-1116°' PROPERLY SECURED NOTES&TABLEA, CONC./CMU ANCHOR 1XWOODBUCKTYP., SHEETICONCRETE TYP., SEE ANCHOR SEE ANCHOR NOTE 3', CONCRETE ORCMU NOTES&TABLEA, t: TE'E3' SHEETI' OR CMU PERTABLESHEETICONC wLOR EZTERIOA CM ,,PERTABLE TTTTA,SHEETITT7IOR SHEET 1V t/4' MAX. SHIM--.4I-- LEAA * ; o.5Ins114'MAX. A, S 1 �11/4' MAX. SHIM —•-I II SHICKFRAMEJAMB INSTA TION 4-TRACK FRAME JAMBCONCRETE/CMU ffi��TRA NCRETEICMU INIc CONCRETE/CMU INSTALLATION �AOT.• s iE Ek' .-(V�j Ialp]EG4NOLODYDRNE 'M x taNrcc nwvs ANCHORAGE DETAILS ALIEN°``\ SERIES 770 ALUM. SGD-LM IMPACT JA D£9%!) �D M1V CHPNGE3P IEET. oms �'^' �' t P.+vH. "" ALYIIIINILL[H, P.E. w o.. a%two tiEauq sDo-nO NTS 13 • 22 1 PG70130 C REA W705 INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEETI P4100K MOUNTING ADAPTER WATER WOOD ANCHOR TYR, INFILTRATION 0 o SEE ANCHOR NOTES EMBEDMENT: & TABLE A. SHEET 1 SEE TABLE A, (ALSO SEE TYP. SHEET? ILLUSTRATION, SHEET 9) DISTANCE SEE _ TABLE A. SHEET 1 EMBEDMENT: EXTTETRIOR . SHEETI PHOOK WOOD ANCHOR W, V P-HOOK SEE ANCHOR NOTES CONCRETE OR & TABLE A, SHEET 1 CMU PER TABLE (ALSO SEE TYP. ?EDGE MIN. A, SHEETI ILLUSTRATION, SHEET 9) 'DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS M' PARTS 018, 920,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES IA, 2A& 3A MAYALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION SEEANCHOR EMBEDMENT: SEE P-HOOKMOUNTING CONCRETEOR NOTE 4, SHEET I: TABLET. SHEEii ADAPTER EMS CMU PER TABLE, MIN. OF 3 THREADS AN WP., SEE A, SHEET 1 BEYOND THE METAL ANCHOR NOTES SUBSTRATE 8. TABL SHEET I 23 EMBEDMENT: (ALSO SEE Typ ILLUSTRATION, SEE TABLET; EMBEDMENT: SHEET 9) SHEET 1 ' SEE TABLE A. 0 DISTANCE: SEE SHEETI _ TABLE A, SHEETI EDGE DISTANCE CONCJCMU ANCHOR TYP., SEE 20 ANCHOR NOTES & TABLE A. SHEET I 1-114-MIN. EDGE DISTANCE �� :: E%TTER7ISR "'•S �i."i)Y!'..: :•;:tom•.... P-HOOKMOUNTING ADAPTERCONCICMU •""""'�'�`�•'`•r ANCHORTYP., SEE ''�� ANCHOR NOTES&TABLE EMBEDMENT: SEE A. SHEETI TABLE A, SHEETI (ALSO SEE TYP. ILLUSTRATION, SHEET 9) -HOOK FOR USE WITH ANY SILL RISER VP PARTS #18, 420. #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN (SEE TABLES IA, 2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDMENT:SEE ADAPTER CONCJCMU TABLE ASH E T1 T-1 ANCHOR S .. _. . ... . ... ANCHOR NOTNOTES & TABLE NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. t2"" T""IPRODUCT REVISED ILLUSTRATON, SHEET 9) as compsYm with the Florida 2� SOME., coda NSA 17-0420.12 Ezpb.tl.. oat 2M7/2020 1-1/4' MIN. EDGE DISTANCE P-HOOK SMS ANCHOR WP., EXTEROR SEE ANCHOR NOTES J n P-HOOKCONCJCMU/- EXITRIOR ANCHOR TYP., SEE Il &TABLE A. SHEETI V PT ANCHOR NOTES STABLE V (ALSO SEE TYP. 2.093' MIN. A. SHEET 1 2.693' MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) 111111111ry ®P-HOOK FOR USE WITH BOX SILL RISERS ®P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS#19, #21,#230R #25, PARTS #18#21#23 OR 025 EXTERIOR EXTERIOR. METAL INSTALLATION (SEE TABLES 7A, 2A 83A MOUNT CONCRETE INSTALLATION (SEE TABLES IA, 2A& 3A MOUNT No, 6A]05 FOR WATER RATINGS) ONLV FOR WATER RATINGS) ONLY _ _ : n„7 ovd,_ (BP1)990.]6M CEIti.6�ANl1LCSiD9 ,co -no I NTS 1 14 • 22 1 POT0130 CONFIG. EXAMPLES HEADER DETAIL'N. SHEET 18; INSTALLATION DETAILS'AW &'Ac',� NOTES: SHEETS 12 & 13 i) —SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. EACH LOCKSTE(LESAT LOCKING INTO KEEPER (REM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DPIANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'DW & Ve, SHEETS 12 & 13 #10 x 1-0n' PH SMS PANEL CORNER DETAIL MAK UNIT WIDTH MAX UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES I-3 WIDTH INTEPIOR F. FRIOR 90' PANEL PANEL TYPE PANEL TYPE PANEL 17MAX. CORNER DETAILTJ2'. TYPE 'OS' 'AS' TYPE SHEET 19 &CORNER IN 'K' ANCHORAGE GREET II NOM. UNIT ' PANEL MAX,LHEIGHT PER INTERLOCK DETAIL Iti1', SHEET 79 1 WIDTH TYP. PER HEIGHT TABLES EXTEaIOa INnEwaa _SEE NOTE TABLES 1J /-. 13 JAMB DETAIL'G3', SHEET �l `X INSTALLATION 18: INSTALLATION DETAILS E I13 J x x -OW 8 SHEETATION DLO WIDTH =NOM. PANEL WIDTH -7' 9D° OLD HEIGHT= DOOR UNIT HEIGHT - 10.126- EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX= PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866- FRAME CORNER DETAIL Part# Description Materlal 124 Komme8in9 4SO TPS Spacer System 125 Ouenex Sup or speoer nM with Hot Malt Butyl Sea this Sheet for 128 lQnnex Oumseel Spacer Materials 127 lCardinalYL Edge Spacer I rcerenencelwl STRUCNRAL OLYISOIVLENE WDH DESESICCANT EXT. GLASS WRN DESIC `v INT. GLASS VJi. GLASS PRODUCT REVISED as tytyo"g Il4 tho Flotltla e"n41np C de NDA-No. 17-0420.12 ,:< KODISPACE 4SG TPS ,u SUPER SPACERONXT'M E"I"ll "oa alnzozo e mY"ml-o Pre uee o ALUMMLIM REINFORCEMENT POLYISb DESICGNTFlLLARFiI c BUiI'LENE N18'NOM NIWNOM, aDL amvL& slucoNE SEAL EslC r r T IROLL-FORMED c TFFI FOAM EXT.GLASS— CEai.OFAUIHlA]Al Iss DURASEALO SPACER +v XL EDGE'NSPACER N. 58705 A LYMI MILLER, P£. P.E15CN5 CONFIG. EXAMPLES NXED JAMB OETAIL'G2', SHEET 18: INSTALLATION DETAILS'GW &'Ge. SHEETS 12&13 ASTRAGAL HEADER'DETAIL'A', SHEET DETAILS'Ll'& 18; INSTALLATION DETAILS L2, SHEET 19 'AW &'Ac', SHEETS 12 & 13 E PANEL PANEL PANEL TYPE TYPE TYPE FAE 'C 'D' 'A' MA NONE. PANEL / / UN HEIC WIDTH TYP. PE MAX. PER SEE TAB[ DLO TABLES I3 NOTE2, 1-� 1 HEIGHT BHEET IS a 0 x AS DETAIL'G3', SHEET 18: DETABS'GW &'Gc', SHEETS 12 & 13 HEADER DETAIL'N, SHEET 18'. MAX. INSTALLATION DETAILS'AW&'Ac', DLO / SHEETS 12 & 13 WIDT, / `TYP. . 90' . K. T HT SILLDETAIL R 'D', SHEET ES 18; I INSTALL DETAILS 'E PANEL PANEL TYPE TYPE 'CS' IDS! NON. / PANEL MAX. WIDTHTYP. / OLD PER HEIGHT TABLES I3 PANEL TYPE 9' MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 ��JJ,, 813 YL X X X ^ ,, 1I�LL1 SEE FRAME & MAX. UNIT WIDTH PANEL CORNER 59IN DETLLATI,SHEET TAILS �MAX.UNR WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET IS 2( TRACK) 'OW& TY, SHEETS 12& 13 EXAMPLE: 90'OUTSIDE CORNER -XX/XX(2-TRACK) JAMB DETAIL'1'P, SHEET 18; ASTRAGAL DETAILS'L7' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'IW & JAMB DETAIL'GT, SHEET 18; INSTALLATION DETAILS 'GW &'Ge', SHEETS 12 & 13 DETAIL 90° OUTSIDE CORNER DETAIL'Nl'. SHEET 19 & MERIOR —IERpR NOM. PANEL WIDTH TYP. PERTADLES 13 JIT WIDTH E� L2, SHEET 19� ,� INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 72813 HEADER DETAIL'C', SHEET /�`/•sr---BT•�`/ ' HEADER DETAIL (, 18; INSTALLATION DETAILS -JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' 8'K'. SHEET 'B', SHEET 18; T 18 �CW 8'Cc', SHEETS 12 & 13 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS''.W. INSTALLATION JAMB DETAIL'12'. SHEET 18; INSTALLATION 'HW &'He', SHEETS 12 & 13 'Je','KY/ & He', SHEET 14 DETAILS'BW &'So, � DETAILS'IW 8'Ic', SHEETS 12 & 13 SHEETS 12 & 13 MAX HEI P TA 1 TAB MN.. UNIT WIUIH —__ '1r�F� PANEL PANEL PANEL PANEL i I TYPE TYPE TYPE TYPE 'R' 1' M. 'F' I . UNIT NOM. B'g GHT PANEL WIDTH TYP G �a ER EXAMPLE: OXXXp SILL OETAIL'E', SHEET 18;' (3-TRACK RIGHT POCKET) INSTALLATION DETAILS 'EW &'EC', SHEETS 12813 Imo-- MAX. UNIT WIDTH ^� PANELTAYNFE PANEL PANEL TYPE TYPE TYPE .M.'P 'P' NON. UN PANEL HEIWIDTH TYP. / P SEE MAX. PER TAB -NOTE 2, DLO TABLES I3 1 SHEET 15 HEIGHT W � O MAX: T GHT ER LES 3 EXAMPLE: XXXO SILL DETAIL'F. SHEET 11;� (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fe, SHEETS 12 & 13 scam I NTS 1 16 - 22 1 PGT0130 PRODUCT REVISED pl In with th. Flood. emimns �_�^ 17-0420.12 NOA-No. L 1t N0.58105 �'iS�ONALIENG�� ALYNNMILUs,P. PANEL'S RIGHT STILE TYPE PANEL SINGLE IMERLOCK SINGLE INTERLOCK FIXED VILE LOCK6TILE W/HA ASTMOAL BOX OUT ASTRAGAL BOX IN AS MO L BOX OUT WHANDLE ASTMWL OOXIN W/IUNDLE INT CORNER EOLOCKSTILE W/HANDLE EM CORNER EDLOCKSTILE W/HANOLE EXT CORNER ED RECEVER W/HANOIE INTOORNER ED RECEVER Wf HANDLp1Et6 EM CORNEP E°RECENER E%TCORNER 135 RECEIVER Wl MMIL IMCORNER 35 RECEIVER W/HANDLEt TYPES OUT IN t — �1/16 �0 IH OFF K �- F PP K TR TQ TC TA TV TW NL NEa ocK e� 8 E P A C C IC SQ SC SA SV SW IN RDIrM IffiA'M RR R Is FD FC FV FW GILLED RU/W0 OmM LOCKSTILE D 11 A It/ J W/WWDLE IVI reoNum ('a'" )1.I ASTMOAL LR PANEL NOTES: a BOX OUT wi HArvDLE maAWn i. SEE DP TABLES I-3, SHEETS 5-B FOR PANEL ASTRAGAL /pV� N {� LEFT NL ET RIOR RIGHT SIZES B DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF ILI J wRDOXw PANEL TT�1 PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS P ASTRAGAL & U EMEPIOR STILE �7 STILE AND ARE NOT AVAILABLE. 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES U) .BOXCUT mT CORNER RECEIVER(#JIB)AND EITHER 6o%AW - T U PANEL 'E' SHOWN. SEE TABLE FOR OTHER APPLICABLE STILE/ASTRAGAL REQUIREMENTS. PANEL TYPES AND (#B1), ASTRAGARIN(S#119)ORINTERIOR (#120)CORNER -3 t�'M 4.135- ASTRAGALS TO USE HEAVY-DUTY STILES � 1NT°oflNER 6 RT ClIBOXM tll #Bl AND CORN ER ( ) ADDON 931. ( ) J W ,L OLTM1E W/HANDLE p12 EMCORNER SILL RISERS OPTIONS 2J2' 23Y Z ED LOD(SRLE QT QS--.232' eXTERIOR a WINANDLE pit IXTCORNE0.Ile DO RECEIVER/V^tiy'C^ CT CS —�i 1-� 232' E ,,, II 1 "TENOR JI. a .D6Y EM .062' 3.303' ,062 4.066' PRODUCT REVISED 1In WIffithe Ioritlo Y NOA-140 Ca� NOA-Na. 17.0420d2 W/HANDLE (M116 2666„ INTCOPNER #51 EO RECEIVER AT AS DF°°°" 1.56] ' I. 1 . Dnm02f17/2020 12.0,.0c�' --- WIRANOLE DY Mla Protluet ontm #115 EMCORNER FLAT' 2a SILLRISER. FLAT L%FLD$H OLQW. - 12 SILLRISER FLAT EC SILL FLAT OMEDIl1M. 3-1/4° OHIG�_4' Bo RECOVER SNE"NEP All EXTCOENER IMCOPNOF�Ii SS RECEVER VT WT VS �/�� VF VF WF 1-1/ 2-12° FLUSH, 1-1Y2° I I 0' EXTERIOR _ F'^ .T50' (� .Der EMERgR+{ EMERIOR <ENJER] .OR D6Y `>— A,�S < � .082• (l . w/HANDLE p61�'��ll VV.S pq2• Zby" 1.60r �111JpoL 3.J05' LLJ O\L+Il llpp ........... SILL RISER. BOXI' �1 SILL RISER BOX OfE• GLOW, 23 SILL RISER, BOX SILLBOX OMEDIUM, 3-1/4° ORISER HIGH, ?*Q/ No.5R]05:P FLUSH, 1-JW 2-W" ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS S-S _ $- N. liMf{0. 511fomTEaNaOoTluuv6 PANEL TYPES ��•p�S •''fssslssTAAAOq DN.: ''��:� O�rS/ONAL+ENGt� f610tam CERT.WF mmI6 a, SERIES 770 ALUM. SGD-LM IMPACT n.T iR wmr✓n c` No uurvOESTInssNEEr. ronmvrem, a+•rvw w� A. LTNNMILLER. P£. JR Na"�'Iz,�to sonnD NTS 17 +12 PG70730 C P.Ea53ms ASSEMBLY DETAILS (SEE SHEETS 1244 FOR FOR INSTALLATION DETAILS) AEXTERIOR TRACK EXTER a G1 2-TRACKJAMB CLIP 5 W/RETAINER8100 (SHOWN WITH FIXED PANELTO THE INTERIOR) 2-TRACK W/SCREEN 0 FRAMESILL 4B 0105 i 8123 H .TO )R) _ �F RERIOR ON SHEET 15 ` ITEM 81 SHOWN, ITEM 00 ALSO APPLICABLE, SEE TABLES /3, SHEETS 0-5 FOR OP (PSF) ASSOCIATED WITH STILE, 106 FILL PANEL JAMB LENGTH 80 OR81 105 pp 75 R 107--111 17 18 5 5 SEE DETAILGI FOR FIXED — PANEL CLIP L�g�Oj RT' b9 SEE DETAIL G2 t93 FOR FU(EO 5 b0 oR b1 PANELCLIP 1W 5 8 17 60 OR 81 I� E%TERIOfl �EXIERIQq �TE%TERIOR jjXTERIOR vE— 3-TRACKJAMB 3-TRACK JAMB 4-TRACKJAMB 4-TRACK JAMB (SHOWN WITH ®(SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXEDPANELTO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) E%1ENOR ureniun v a PRODUCT REVISED pl In with tFa Florida oulieln0 �pde 3-TRACK FRAME HEAD 4-TRACK MAX UNIT C FRAMEHEAD HEIGHT PER NGA-No. 17.0420.12 TABLES I-3 Expiration Data 02/17/2020 By IX PRIOR PRIOR fig EXTERIOR 73 89 T2 OR" Mlam-Oa duct Conlro u - 11 113 B H 113 1. 10 111111111111111/ ' • � UGENgE ;�( '- FRAME SILL FRAME SILL * N0. 68705 r0]07ECM2YOOYOPNE m VEND £L9177! i\-31'•; <GRIDp•,:' �\ J �''.SAONAL 7' VERTICAL SECTION DETAILS R+0xeo-lsop �I' ENC2`� c,:Rr.OfAUM I1.4199 ( III SERIES 770ALUM. SGD-WINDOW-LMI . 22 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) e a EM MOR a 0 IMERIOR MERIOR INTERLOCK EXTERIOR U J v 87 I I EXTERIOR LJ IV v 66 XTE 113 103 t1g-T1Ea10a �LL�J'LyL_ P_ Y LJ� j,�(�'j®j4" T ' ITEM (HEAVY-DUTY SHOWN, (STANDARD STILE) ALSO STANDARD ASTRAGAL#87 u WITH STANDARD STILES#60 HEAW4DUTYASTRAGAL#68 SWITH HEAVY-DUTY STILES 961 90°OUTSIDEECCORNER rv1 2-TRACK SHOWN E 90°INSIDE CORNER N2 2-TRACKSHOWN APPLICABLE, SEE TABLES (PEF) ASSOCIATED 6.8 FORDP WITH (PSF) SSO IATED IT EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX -OUT) MAYALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR(BOX4N) 10, EXTERIOR 135° INSIDE CORNER 0 2-TRACKSHOWN 135- OUTSIDE CORNER of 2-TRACKSHOWN QIMERIOR PRODUCT REVISED c complying wIN t5o FI.NO. Building Code NOA-Np. 17-0420.12 UpfratlOn Batc 02/17/2020 j * i No. 68705 EY� -13 cERr. oEAum.riesse SERIES 770ALUM. SGD-LM IMPACTt�'I��Iilin\`` JR 049bH7 w C NO GIANOE5IHISSHCEf. " ��,, w,,, a.e w mm er an• Tea qM', o A. LYNN MILLER, PE. JR aaaaa .maGn.�N.mlrtp SGU`Tm NTS fil n 22 •PGTOS30 C REXU705 NOTES: 1) ALL ALUMINUM=8063-T6 2) ITEMS # 33.39, 66.59, 88, T8, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3i18' MASONRY ANCHORS ® 24' MAX O.C. PRODUCTREVISED Bs com9lyadowith the Florida NOA-No. 17-0420.12 Expiration Date 02117/2020 ey -- Miam iftlllll11111j CENSF'/(('i 58]0S 1oNTEGM010 yDAA4` i (,( ':!(ORIOA•.:'�C�'`C N.WNX&R__- PARTS LIST ' S G P11Hao-16ao ��'"rir�ONAL 1iN.• if I ��9° SERIES 770 AL UM. SG0-LM IMPACT xR ¢tM ® e.�vw A.LYNNMX_UNLF£ sOw]o NTS 20 +22 PGT0130 C P.EJlaerw If¢m PST # PGT# Description it m oa¢vn C AEb GESn0SSHFET. iNiNi< 1 1T308 91]3M z-1RAG(nEAD 2 f7JM 8113W 2-]PACK HEAD WRH SCREEN RAL 3 11309 8f 1309 }TMCI<HFAD d tIJ12 � 811312 4TPAC1( HEAD 5 IIJ14 811314 FflAME SCREW COVER B 1i31] B1I31] FRAME IIFMIJAMBAWON ' 1 fI301 B1]301 RIMFM SLL 0 1r301 ef]301 2-RUG(SLL WRH SCREEN MIL 9 1iJ0] a1T3W }TMCK SLL 10 1mlB mn1B 4aPAlx sLL it 1]Ji3 B1)313 FPHMESLL TMIX NSERT 12 17315 617315 FRAMESLLSCRE�N ADDON (SEENOIE 3) 13 I7310 &]310 FRAMESLL SCREEN END A00-0N(SEE NOTE 3) id 1730 017JM 2-TMIXJAMB 16 1]J02 01]3M 2-TPA4K JAMB W(IIISCREENRAA 18 17J00 0173M }1PAIX,IT1B10 17 17J11 81mi1 4RNCK JAMB 10 I1322 81T322 sLLL RISER -FLAT, FLUSH, 1-12° 19 I7019 017319 SLLR�BER-ROX FWGII, f-tYl' 20 11J2f BtT321 6LLPISER-FIAT, LOW, 2-12' 21 ❑310 Bi310 SLLRISER -BOX LOW, 2-U1' 22 0355 61T355 bLLRISER-FIAT, MEONM, 3-ild' YJ U359 BIT351 bLLRLSER-BOX MEDUM, 3-0/4' 21 trJ9 01m9 SLLRI6FA-FLAT, HK3H, 4' 25 li]10 O1']320 SILLRLSER-OOX HIG11, d' 29 N333 B1TSY1 Poci'J=T PNOOK 21 l0]0 BT010 NEOPRENE BUIe WGTP FOR PNOOK 20 1]J31 61T331 POCKET PNOOK MWNr 29 1r335 817J35 P�NODK COVER 30 1]318 et]310 POCHET PROOK FOR 00XR6ER 31 li3]B 61]31B 135 CORNER 32 1]]rB BIr3]0 135 F0a=D MOUNT IIEM6 41153 AAE SCREEN PAR15: 90 /J19 812258 SCREEN 510E RAIL-LOCKSTLLE 41 TLOCMNGSK 9LPEEN LOOCSET 42 d1810 SCREEN KEEPER SPACER SET 1] 9152 80152 SCREEN NIEPLOCK ADAPTER 4q 4d20 01420 sCPEEN OpUBLE NTERLOCK 15 4]Il 8f2350 SCREEN TOPRM 46 /]10 812251 6LPEEN BOTTOM RAR 11 fifi0 , ]sRA2 STANDARD ROLLER IB 6M )SRA% BTAtIDMDR0ILER-Si. bit 19 13M 61311 SCREEN ASTRAGAL 50 1TN9 01)319 ORI6IXEEN ASTPAOPLADAPIER 51 1892 01892 SCREEN SPLNE-.1S5' 52 169/ 81899 6CREEN bPLNE-.f50' 53 B1816C20 SCREEN CLOTH 51 1]25 I? %1' X1I18° 6ET. BLOCK, NEOPRENE M •/E 55 1]20 1'X9' Xt/IB" &ET. BLOCK NEOPRENE 05 HS Item DwG7# PGT# Oea¢Ilption 00 D325 0I1325 PANEL STM1E 81 11328 BI]320 PANEL STRE (HEAW OIITD e2 11J2T 61]Jz] WTERLOG(ADPPIOR W 1225 eTP2d0 VWYL BULB WSIP,-THN (N$�DE NIERLOCK) & 1]29 T1i29 SLL END WEATIERSTRm PAD BS 1]320 81]329 NIERLOCH SCREW COVER BT 1]]29 811329 ASTRAGAL 60 1]339 B1T3J9 HEAW OUII'ASRUGAL 89 9J24 BI1321 T0PS BOTTOM RAB. i0 1]350 11)350 WEATNERSmP E%IENSON axJEC1pN NOIBW) 11 1E�i 71896 1-f2'X1'Xe/4'MGN FNSEAL WBTPLUG$ ]2 BiSJ ]B153X TANDEM ST. STL ROLLER /SSY. TJ 0153 rH19N TANDEM NYLON R0111:R ASSY. ]d SLICINIE pOW4199, OOW-9950R GE-P00 )5 BIBS i010V( SEMNIMORTICE 3PLY DUAL LOCK WRONG TRIM PIATE 18 ]IM)%1FPFX d1032 %1'FL SS 6CREW W]TYPE "F'TIP ' I] Tt0J239 iW2 STEEL LNC UNLIT )9 1]J5] 61]35i t'IG BEAD BO 1]359 91]369 ]/16"BEAD/FU£G PANEL CLP ' 01` t]300 al]360 9118"BEAD M 1221 81P21]K VNYLBULB WEATHERSTRIP M 01T45 1idS WWE NC,llT %t118"sGt SIDE ADR TAPE, POLYEIH. 1w aM2 dBC52 ROLIER ADI HOLE PLOD ' 101 ]2Mt JVAB BUMPER ' 1B2 1850 T1fi9fi OUSTPWO WJ BIBB ]B1B0t PKEEPER 104 85J )sOKEEP SCREEN LOOK KEEPER iM ir3d1 81r311 iOED PANEL C!&-6'LONO iM 1T'L5R 00352 FWD PANELPETAINEP-9'16° 10T 1TA TI]J9 HANDLE KR-N]ERN1R Ml9E0 WRHTHUMB TIAW 100 1]4a Tt]40 HANDLE KR-PAeED E%IERIORHAN[XE 109 1131 )BI825N HANDLE KR-RECESSED NTERIOR WITH RNMB NRN 110 1132 r8i]0 HANDLE KIT- RECESSED E%IEpMR PULL 111 HmCNPP00A%%10%3/M1"PItrPN.TEK-6.5. 112 f235 81910 W91P,.9o%.R0hIN6GL 1f3 IIi2 09WB .101"X230`FNSEAL 111 T10X115PP% q10%1-1T2' 115 ]IO�PT A10X1' tie rzmax N4-zoxrss. ' tl) I20X112% 9N-20X 1-1M.'6.6. ' I18 1]S)0 B1T]?0 9D WGflEE CORNER RECENER 119 1]33T BI)3]] 900EOREE OUISDE CORNER ASTRAGAL 120 1]33a 911T333 900EGREE NSI�CORNFA ISRWOAL 12J N353 B1]J52 F6E0 PANEL NETARIEK TAT' 5.069' 8.562" O.OBO° 1.211' 1.5D5° 0.081° 1O2-TRACK HEAD 10 4-TRACK SILL ("_,ATL) (6063-TOAL) 6.198' 1.21P 0.087 O2-TRACK HEAD W/SCREEN TRACK (6083-T6 AL) 0.520• B.ae6° t505' O8 3-TRACK SILL (6063-T6 AL) 6.221" 0,080° 1 211" L505` 0.081' O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6AL) (5003-TO AL) 9.142" 4.49" 40.080, 1.211' 1.605' f A 0.081° O4-TRACK HEAD O2-TRACK SILL (60B346AL) (6063-T6 AL) 1.514' H-- 0.062' 1.2fi0' 0.532' 0.080' 1.516• OFFl WE HEADIJAMB SCREEN FRAME SILL SCREEN AD-ON 12 ADD-0N (6O63-T6-T6AL) (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24" MAX. O.C. 0.060. 0.760- t1.990' FRAME SILL SCREEN 13 ENDADO-ON (6063-T6AL) REQUIRES MIN. #10 SMS OR 3/16' MASONRY ANCHORS @ 24" MAX O.G. S2-TRACK JAMB W/ t5 SCREEN TRACK (6063-TB AL) 5' 18 3-TRACKJAMB (W63-T6AL) 1.3W 0.062' 1.019" 0.081° SCREEN 40 STILE (5063-T6 AL) 5.069' (-- 1.046' I 1.046 1.993' 14 2-TRACK JAMB SCREEN STOP RAIL (6063-T6 AL) (8063•T6 AL) 17 4-TRACKJAMB (606346 AL) ae.. XTRUSIONS ERIES 770 ALUM. SGD-LM IMPACT a. 71no NIS 2f 122 PG70130 P. F-- 0.876' i.B(9' L D.o6z• SSCREEN 46 BOTTOM RAIL (6063-T6AL) PRODUCT REVISED mplying with the Florida N0A-No CCOEE xoa-xo. 17-0420.12 Explralloa Onto 02/17/2020 No. 68705 ALWNMRIEn,p£ P.E.H58T15 0.718" 0.83' r-- I� 380 2.304° 3.802" 0.75T 0.885" 0.574' 0.796' 0.062' 7 0.080" 0.062° r 0.264° � 0.062" 0.0750.233° O6 FRAME t1 SILL x8 P-HOOK 28 P-HOOK MOUNTING 29 P-HOOK SCREW 30 P-HOOK FOR BOX RISER SCREW COVER OTRACK O- OADAPTOR OCOVER 0.080' O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TEAL) (6063-T6 AL) (6063-T6 AL) .15V 2.30 0.080° 0.830" 1.974" 2,44' -+ 31 136- CORNER (6063-T6AL) 1.488" .00V 1.870' 3x 135-FIXED MOUNT (6063-T6AL) 3.979" 0.076' 1,645" 0.125'" 67 STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757- 0,050" -1t' Op5 FIXED PANEL CLIP (6063-T6AL) (�- 0.7D9' 0.080" --IFS- FIXED PAN IEL . toe RETAINER. 9116" (6063-T6AL) 4' 0.062" "1.600 Imo- 3.125" --P O STANDARD STILE (6063-T6AL) 0.281- --A -'"- BB HEAVY DUTY ASTRAGAL BB TOP/BOTTOM RAIL (6063-T6AL) (6063-T6 AL) L0.080" I0.70B" FIXED PANEL 1x3 RETAINER.718- (6063-76 AL) 0.133" fl1�eI100 61 HEAVY DUTY STILE (6063-T6 AL) .739" -1 0.062' 1 1.688" 0.326" 0.082" M�OINTERLOCK ex ADAPTER 85 SCREWCOVER (6063-T6 AL) (6063 TB AL) 05 1.0 .289°H .48 GLAZING 7/16" GLAZING 9116" GLAZING 78 BEAD (I'G') B0 BEAD, FIXED 81 BEAD FNOA-N... CT REVISED (6063-T6 AL) pANEL CLIP (8063-T6 AL lY' d wim tFo Florma Cud. (6063-T6AL) 17-0420.121.03" n Dam 02/17/2020 4 2.893" 0.f33" L498^ 1.498" O.OBO' I 5.821" 1- 2.826° 118 80OUTSIDE CORNER ASTRAGAL 11B 80' CORNERRECEIVER (6063-T6AL) (6063-T(IAL) CERI. OFAWA M298 ISS21" 0.133' 4 1z0 90' INSIDE CORNER ASTRAGAL (6063-T6 AL) s0o-77o I NTS1 22 +22 1 PGTO130 *i iallo. 2�-�