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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online Pagel of 3 SCANNED BYIBMs �, « ISt. LucieCounty BCIS Ham. I Lag In � user Registration j Hot Topl¢ 1 Submit Sumhame l Stab; &Fags i pubbrations j Fac staff Bus Site Map : Links { Se.,J, bor ) r 9. Product Approval 1 useR: Pubnc user R /j^1 �b �� Pmd cfAmmvd Me >Pmdurt or 4ppll<alpn sanrch> ar >Applica[io pe[aii MAY 18 2017 i`r' a..m. 1s'd �'3 .,- . - �� FL# Application rYDe FL243-R19 Revision PER?'/llTf1ili Ci St. Lucie Count y, FL } Code Version 2014 Application Status Approvetl Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Carolled By Product Approval Method Date Submitted Date Validated Date Pending F8C Approval Date Approved by DBPR. Approvals by DBPR shall be revlewed and ratified by the KC Commission if necessary. i y r;RYa PGT Industries 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ex, 22318 druark@pgtindustdes.com Jens Rosowski J rosowskl @pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 Jmsowski@pgtlndustni .com a Mark or lis[Ing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard TAS 201, 202, 203 Method t Option A 09/07/2016 09/21/2016 09/25/2016 Year 1994 1 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/ 17/2017 Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or-IName Description 1243.1 G-6a0 Fxetl (Nonmpact) Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC t -06 9. 0 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 j Design Pressure: N/A Installation Instructions Other: Please see Me Miami -Dade County Notice of Acceptance (NOA) FL243 R12 11 16-0629.20 otlf ''. for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER j type, size, and spacing information. Created by Independent Third Parry: 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 R19 C CAC 16-0629.22 otlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 U 16.0629.22.odf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER j type, size, and spacing information. Created by Independent Third! Party: Evaluation Reports Created by Independent Third Party: 243.3 JPW - 220 (Non -Impact) Aluminum Fixetl Window Limns of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R12 C CAC IG-0505.03.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 Acceptance (NOA) FL243 R39 l] 16-0505.03.odf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Titled Party: Evaluation Reports Created by Independent Third Party: 243.4 JPW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 15-0612.13.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the n No a of Acceptance (NOA) FL243 Ri i! 1^ .1'. df for Product pertpfril in f ation, ancho ge tails, and anchor Verifietl By: Miami-Datle CCO -CER type, size, and sp ing inf rmation. Independent Party: Evaluation Reports Created by Independent Thirtl 243.5 PW - 620 (Non -Impact) I Aluminum Fixed Window Limits of Use Certification Agency Certlficat Approved for a In HVHZ: Yes FL243 C C 16-0 2 13. f Approved far u outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistan No 02/19/2019 Design Pressure: Installation Instructions Other: Please see the ml-Dade Count Ice of Aaeptan a (NOA) FL243 R19 I.16-0629.13.otlf for product performance in orage details, and an or VerifieO By: Miami-Datle BCCO CE0. ;type, size, and spacing information. Created by Independent ThI Pa'y: Evaluation Reports , Created t Intlepend I hind Parry: j 243.6 IPW - ]20 (Large Missile Impact) num F ndow Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL243 R19 C CAC 16-0629.14.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 Acceptance INCA) FL243 R19 It 16-0629. 14.odf for product performance information, anchorage details, and anchor Verified By: Miaml-Dade BCCO - CER type, size, and spacing information. Created by Independent Tried! Party: Evaluation Reports Created by Independent Third! Parry: 243.7 IPW - 820 (Large Missile Impact) Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629 14.Wf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance INCA) FL243 R19 1. 16-062914 cdf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Thlm Party: Evaluation Reports Created by Inde entlen[ Thirtl Party: 243.8 PW-2720(Lame Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes F1243 R39 C CAC 13-1125 04 oaf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/11/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) F1243 R39 1. 13-1125 04. otlf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade SCCO - CER type, size, and spacing informabon. Created by Independent ThIN Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Winnow 1 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R39 C CAC 15-0609.06 LM. otlf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/16/2017 http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/ 17/2017 Florida Building Code Online Page 3 of 3 Deslgn Pressure: N/A Installation Instructions Other: Please see Ne Miami-Da0e County Notice of Acceptance(NOA) FL2a3 Rig II 15-C•6J9.06 LM.odf for product performance information, anchorage detatl5, and anchor Venfied By: Mlaml-Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020 (Small Missile Impact) Architectural Systems Aluminum Fixed Wilndow Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 11-0609.07 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Dale Impact Resistant: Yes 04/17/2018 Design Pressure: N/A Installation Instructions Other: Please See the Miami -Dade County Notice of Acceptance (NOA) FL243 H19 11 11-0609,07 9M.odf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third! Party: Evaluation Reports Created by Independent Third! Parry: 243.11 PW-5420 (Non -Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0629.11.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 04/30/2020 Design Pressure: N/A Installation Instructions Oth¢r: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 If 16-0629.11,Wf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and Spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1243.12 PW-5440 (Nan -Impact) Vinyl Fixed Window used wl[M1 Casement/Awning j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 C CAC 16-0214.20.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: No 09/24/2020 Design Preisute: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 IT 16-0714.20.odf for product performance information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Indepentlent Third! Parry: 243.13 PW-552D (Large Missile Impact) inyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R19 r CAC 16-0629n2.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 Acceptance (NOA) FL243 R19 IT 16-0629.12.Odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 243.14 PW-5540 (Large Missile Impact) Vinyl Fixed Window used with CasemenVAwninq Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1243 R12 C CAC 16-0214.15 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact ResistanC Yes 09/24/2020 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of Acceptance (NOA) FL243 R19 II 16-0714.19.odf for product performance Information, anchorage details, and anchor Verified By: Miami -Dade BCCO - CER type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third! Party: Conran V :: 260161.11 Stone Road. Tallahassee FL 32399 Phone: 850-481-1814 The State of Florida is an WEED employer. Cowdaht 2002-2013 State of Florida.:: Privacy Statement :: Pccessibilit t 5tatement :: Refund Statement Under Florida law, ¢mall addresses are W blic records, if you do not want your e-mail address released In response to a public -records re,.est, do not send electmmt mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any guesdons, 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 ecoal , 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 clickh=. ProductApproval Accepts: Rrm ® � M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35 V... 5/17/2017 MIAMIMME MIAMI-DADE COUNTY 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—D the AHJ (in areas other than Miami —Dade County) reserve the right to ba product or material tested for q assurance purposes. If this product or material fails to p orm in the accepted manner, the manufacturer will 1 r the expense of such testing and the AHJ may ' mediately revoke, modify, or suspend the use of such produ or material within their jurisdiction. RE reserves the right to revoke this acceptance, if it is determined by ' mi—Dade County Product Control Se ion that this product or material fails to meet the requirements of the ap icable building code. T s product is approved as described herein, and has been designed to co ply with the Florida Building Co e, including the High Velocity Hurricane Zone.- 'TION: Series "PW-701/620" Aluminum Fixed Window - N.I. APPR%1,of710da' CNT: Drawing No. MD-620. , titled "Fixed indow Installation Guidelines", sheets ed04/12/13with reviB dated Oprepared by manufacturer, signed ands onn Miller, P.E., be a ' the Miami -Dad oanty Product Control Revision stamp with the ce of tance n d expiration d y the Miami -Dade County Product Control Section. AIISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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# 15-0528.27 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 Manuel Perez, P.E. NOA No. 16-0629.13 Expiration Date: February 19, 2019 I ! Approval Date: August 04, 2016 F71 /w Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.02) 2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, 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. 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. 11 -1114.17) 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manue a z, P.E. Product Cont of aminer NOA No. 16-0629.13 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.27) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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 II 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.27) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.27) 3. 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. 114114.17) 4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. 1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries, Inc. for their Series "PW-701/620" Aluminum Fixed Window - N.I." approved on 08/20/ nd expiring on 02/19/19. M nue e , P.E. Product ont of aminer NOA No. 6-0629.13 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-2 GENERAL NOTES: SERIES 620 NON -IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MOE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE(H M. 2)SHUIMRS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRISRECIONS. 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-BADE COUNTY APPROVED MASONRY ANCHORS MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM CBS CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-W THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 15INSTALLED DIRECTLY TO SUBSTRAT . WOOD BUCKS DEPICTEO AS a ARE IAA THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AMID INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR)OR ARCHITECT OF RECORD, (AGRI. 5)ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERACT SEALINGIFIASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND WE SCOPE OF THESE INSTRUCTIONS. 6) MAX. 114-SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE WINDOW. T) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL MST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1211(L 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. WE 3 In%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 IWO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REGUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. B) REFERENCESTEST REPORTS M4814, 3B47 S M12: ELM ULTRACON NOA; ELM CFETEFLEX NOA; AN51/PFAPA NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL- 10)THE 620 SERIES MAY ALSO BE REFERRED AS WE AM SERIES. DESIGN PRESSURE RATING I IMPACTRATING VARIES, NOT RATED FOR IMPACT SEE SHEETS 2.4 RESISTANCE ' 46'TIP-TO-TIPWIDW . qr 45-BUCKWIOW +T 4r BUCKWIDW -� 4+1/4'VISIBLE LIGHT WIDTH Fr 45.114-VISIBIE WIDTH 1 45.114'VISIBLE I LIGHI YADTM _ten cuccr' fiE =GM J o. SHEET6 III 6'MAX. I F. SHEEi] r��. ..,,..�. +4 �- rMAK. A C ° E. SHEET SHEETS BBUSK HEET6 SHEETS G. SHEETS Ci BB HEIGHT HEIGHT SUCH L HEIGHT Iy VISIBLE 12• I 83.114E L LIGHT VISIBLE 5•MAI, . HEIGHT LIGHT O.C. HEIGHT TIP -TO TIP —B+ I-•— 1r MAX.O.C. SHEET TYP. FLANGED FRAME ELEVATION (TESTED UNIT) GENERAL NOTES- .. .... ............... 1 ELEVATIONS ...._............. ,........... 1 GLAZING DETAILS ...................... 2-4 DESIGN PRESSURES..... ............ 23 INSTALLATION. FLANGE ............. 5 INSTALLATION, EQUAL -LEE INSTALLATION, INT. FIN A ....... ... T INSTALLATION, INT. FIN B...........8 CORNER ASSEMBLY..._._....._.... 9 TR EXUSION PROFILES................10 PARTS U ST................... ................ 1 D TABLE 1 GUR MAX M /��f1 M / A<. tr O.G. / 8' T_ TT0 OesmPlion p SN!et tl 2 2 1M'T.gP 3 mpeRd-TIi6'NI-3HeE Tempuel) 4 STANDARDS USED: 2014 FLORIDA BUILDING CODE (FOC), STH EDRION pASTM E130009 .ANSVAFSPA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL. ADM-2010 -AISI-S1DD07/52-2010 Iltsfa 1 �D -"' Imo— 12'MAX O.C. rT F, SHEETT 2' MAX. f H.SHEETB SHEETS 5' MA%. O.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING WE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM WE TABLES ON SHEETS 25. ANCHOR SPACING TO BE V MAX. FROM CORNERS AND tr O.C. MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1,THIS SHEET. WIDTH I-- I-- WIDTH --I Tr.�I—WIDTH IIWIDTH _ITr0J L-�Jn{I H WIDTH--{ I- WIDTH --{ yy L- WIDTH --I yy I— WDTN -E-'I 1� 1 _CD Lo L L J WIDTHS LIB WIDTHWIDTH +{ I' —WIDTH+{ 3 m m x z H SMa Sift OI ) �gRNBmf61sv g5$$AS��RNg d @g@@@01 +gage&HH@i H�8S9B;aPN'a'mm� >ffi�_.. mum 0 m W,�- 661 0� IS0am 9 9 o bnbiANHSvIgRAGG��BO�N J % f&l- SmtIi N aNw 'gvgm mNeseam0ffie$' as pg fie muammNWp mp P .2 G,m.Rm Vf //..♦N/O,,P b�Sou=u$$$ 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 FE6� y P.O. BOX 1529 - NOKOMIS, FL 34274 4?<5 ® y .- q _ CERT.OF AU1H. p28]BB (941)-480-1600 R�j7 $F-F FIXED WINDOW INSTALLATION GUIDELINES S 411211 og tl. P M m O DESIGN PRESSURE TABLES 1 `_% J ROSOWSKI _ PW-620 a y NITS 2OF 10 of MD-620.1 g B OL999'3'd '3'd'UMIINNNAIY v mT X 0 o G z O :ME o m. M ZO 0 c eef 5 M j M D $ Ln r OT r M 5 Zv Z o C OW Z� O yx 00 0 Z 0 0✓ rn M A O O NO a P Rer, y Z N to G IN lB 301S laOHS I 3als ONOI L = -s l OHS F-- 3CISONOI -r-I Bois LaoHs � -f 1 � 3015 180HS � 3015 / q 301SON0I ONOI NMOHSSUBRAO OZIaOH L a0 AITtl a0 NOJSN AlG al 33 AVW SNOISN3WI0 3lEIV1 Z 3dAl M99 a 'NIHLNI Ld A1313 AW SNOISNBNI011 MO 3H1 HOIHM BROW 319V13H1 NI 3ZIS MOONIM ISMS 3H1 ONI3'SMOONN\TMMOMIHOW a03(E 'NOISN3WIOONOIaOIEOHS31Gtl WAVLN3N3H1o17n oNnoN'NMOHSGON53215wA(Z 'NOISN3WIO NOOK 3H13NIWa313001 NOISN3WIO d11-01-dLL3HL Woad.l10Va1BOS'SMOONIM 030NV1d a03 NMOHS SNOISN3WIO NOO6 (t 5310N I. f"LPN ZPI. Y&N C9Bh WP lZtr!• 8'S&l. COOYAgN LDOL-NON 911•!9 1+ 0WN LTB'/+ L'S&I+ E491. 9B9N -BL&N 09&l. LW -= C901-NON O9 9Ttl. 9'BL-1./+ L'Wl+ 0W/r C'99/+ b'W/. 6V 1+ 8mf+ ZY&/+ C'LOl-ADN9'90l-NOL. " Z"6L9+ C09/+ WO . rwi- B59/. oLW. 9"6&N MI. 9'mi. LMi. LAl-NM. 990MNOL. Z9 MI. BZP/+ mI+ 9Z 1+I. L"W/. CBPI+ CPI+ t&I+ CT&1. B&/+ 4'WI• B'ZOl-.ODI. S'L01-NON 09 MI. 9'L&I+ 6Z&!r 9'Wl. b"bPNI. /2P/• 6wl+ 906-1. 9MI. 9'M/• VL&N rml-Net. B'EDl-NOI. Y.WL-ML• 09 Z'lP/+ C9H 6TP1+ G'b9h !'0P/. 49&N. E'6PH 908-P bZOY. E1& I+ 1'9&!r 0'00 -1+ B'lOL-NOI. L'WYNolr 9'60l-NOl• N 9'LPl• 2N /• t'MI. 9P1. BB9). 9'1A-/• 9'0&1•. 16L.I* s o 1. 0Z6-/+ b'ffi/. Z96-N Z'9&)+ OW- OL. 0 OL-01 L'90Y-Ml+L%L-N01+ K 9'Sl-1. zWO 9'wi- B'W/+ 0'Wl. Z'6&N ZO&/. 9MI.l+ 9W!. 6"1. 9wi- C9&N C004-NOI. 9ZOL-NOL. i'COLNON lot -NON ZZLI-NOL. CS OL-I. L'BL-1. VOL-/. 919N Y91+ L'MI. 0'L&I. L'Z&1+ CE&1+/. 0&N YL&l. 62W. WWO -MH SUL-NDN LWt-NON VIM- i-9OWW- tt4-�ODN 0SL-1. I'1P/• BL-1. B'0&/• M. Z9 I- 9'6PN W+ SE&/. l'9&l.N 1'Wl. wv/. S'101-=D+ L'EOW001. SOYAON 4"lOPNOL. 9w&-mt. SZII-NOL. B41-IOOL+9'et-l. Z'09/. 9IP1. 1'E9/+ CBP/+ L'�N SZ&l. 9&/+ 9WI+ 4661+ ON 940YAOL. 6Z0✓NON E'10YNOH 90PNON 9'L01-M1UN BYAt-Not*L'Lll-gON 9LWOON /Htl-A0• 0 3 B'YPI.S'Wi. L'99/. 6'WO 9 W+ L wl+ Z601• O'lOL-N04+ b'LOYIOONON 6"IOYNON L'90L-NON 9'!Ol-NON CBOI-NON B'OIPNOH BILL-NDL. L'SlL-NON B'L4YNON LZI-NOI+On WY. 9'WO Z'W1+ 0'K-l. 9W. !'90'NON 9W4-ANl• L'Bol-NDN P{N-NON 9'LI✓NON ClH-N01. Z'90.-NON b'Blt-NDN ILYNON L'YZI-AgNY6&P BYIOL-NOL. ZOI'=L• b'EO✓IOON S5D4-NON L'LOl-NON 960PN04. O'60l-NON L'Ol Lllplr FLI-MN SZIV=O +1'C44-NON SR-NOH S'0U'A01+ 4"Btt•AON Kh100N PZLhNON 9'OZVal. alZI.W.v MI- i. 990YNOl. Itlll'NON E'SILNON !'OlL-NON O'SlL-NON 6'Ll4NOL• b'91L NON B"R l-N01. W-Ml+ 9211-NON 9'lll-NON CTII-NON /Btt-/OON L'KI-NOL+O'bIYa+6Ylt-N01• L'BIhNOL. 1'6R-NON fiOLI-NOl• Lll-NOI.T4NONLLNbtl-NOl+9"YLYNON RYNON 4lZL-NON COLFNON IR4-NON UZI-NOI+ 6Ll-NOL. Kvml. C'CCI-NO TCl-mLOZPoOOI. S'OLI-NON IZt-NON S'IZYNDN L'EZL•NDN 1'6L•NDI• ✓EZl'NON 4'12VN04. O'bLYNOIa E'SLL-IDON 9'9ZYNON 9'64-NON C9LPNON BfiZhNON iKL-ro91. rzE/-roDL+ 9Kl-Not.bxL-NDL. a9erNDl. c'wS'ut-NOI+ 2hN04• S'LZPNOIr 9Z✓root+ O'BZL-NDN Z'BZhNON 98L4-NOL• S'OEhNON C'ICVNON LiE✓NON CEL-NOt• a IL-NOL. SEl-NOt• CK,-NOL.9'L[l-NDI+ "I Wl KL ZFL BLL /ZL DZl 94l Zll L1SO4 WL OOl 90 ZB B0 K OB 91 4 01L-19 (al) MIS BUOI Z adAl s9a10 LOL Qsd'./+) Wnsswd OBISOO MapaM Window Design Pressure (./-, psf) for Glass Type 3 Lmg Bldg IMI 67-718 72 TB 1 00 m BB 92 N 1N I IN 1041R 112 116 1" 124 128 in IN IQ 1H 3D NOW.150 •IOd-IW •10d-id9.5 +IW.147.7 •I=-145.1 NDd-144.T 000-1434 N0d.142.2 •f W-141.2.ION.M..2 00d-139 aIDd-1]0.0 •IOd-13T.0 r10d-137.1 HOdd30.5 r101V-135.9 N001-135.4.1=434.9 -1=-IUA r1001-131. 32 NOOI-04T3 NOW-144.8 NOW-142.5 N0dd40.8 NOd-138 N0d-031.5 NWV-13fl2 NOd-135 71W-133.9 +IM-133 +f001-131.i N00'-131.3 r10d-030.5 NOW-izax +iw-izBR NOd-12aS NOW.128 +10W.12T.5 +1 140 NOW-126.6 34 +10 -141.3+10N-130.6 NOW-130A N01Y-034.5 NON 1M +IOW-127.3 NOW-131.2 NOd4'6.].10-1243+10N-123.1 +IOdAX9 NOW-128.1 +fOD'-02T.8 .100'-122 .100I-126.8 +1001-120.9r1001-119.7 +100.'-125.3 r1Cd-124.0 HW-119.1 r10d-02d.1 r1Od-11fl4-10-117.0 AOd-123A N001-122T •1=-117 HON-12].1 NW/-110.4.10GA115.8 NO0IA21.5 N00'-121 N001d15.3.I00l-114.8.1N-1143 N0-120.5 +10d20 N •1W-1N.I NON-133.3 N0.131 .,=.in 38 N00'-031.fi +1W1-128.T NON-020.3 NOd-1241 NOW-0Y24 NOd-120.8 N00'-1194 NON-118.1 NW-01T NON-015.B N WA14.6 +1W-114.1 .1W1-I113 N0OIA 128 .10d-011.9 .10N-111.3 +10W-1101 NON-110.1 +10d-0W.0 NON-109.1 40 +I0d-122.6 N0d.124.6 .1 W-122.1 +1 420 NOW.110.1 +100I416.5 NON-115 N0N-113.I NOW-0125 N001-111.d NON-1f0.1 NON-109.8 atON-10&B +10W-18 NON-10L3 N001-108.I N001-108.1 NOd-005.5 NON-Iw NO01AN.5 42 .1W-124A •1d-121 NOd-110A NOd-11 B.2 N00'-11d.J N00'A 126 NOW-011.1 NON-109.2 +t0d-1085 NOOFIOTA NON-106.1 NOW-105.5 NON-104] N0N-iGf.9.tOW-101R NON-1025 N001-101.9 N00-101A NON-100.0 +tON-IYID.] 41 +10.121 NWI-11].O Nod-1153 N0d-1129NW-110.9♦IOd-109.1NW-10>.5•IDDI•fOB.1 N06'-001.8 NOW-0OJ.B +t0d-002.4 e1W-101.0 +1OW-101 NW-1W.2 ./99.5 H98.6 -14NI2 +19T.8 +19T.1 ♦I.98.5 2 48 NM.11&4 N00-115 +1=4122+10YA .8 NON-lola OW-106 +1=-IN.3+IWAI29 NOd-f01.8 NOW.Ims H-99.1 H-80.5 +197.5 HdB.B +/-00.1 Hb5.4 +IA4.8 .1411 H-936 +/43.1 b ;-I I1B .tOd-112.5.1=409.6 N0d-1W.1 NW-/05 +IOd4R1.1 N001-101.5 +,W H902 H9L5 a1-96.1 +jIaS +1,%IS +1438 N93 H-023 .I91.T +141.1 +/-00.6 -/8.9 Mc 50 +10N-114 +1001-110.3N501407.3.106-104.7 N001-102.5+100'-iWB M98.B N97A .1m .194.8 ♦193.3 ./921 +141.0 .1909 +1902 +199.5 +/418.8 +14B2 +l-07.7 g 52 +IW-1122.10N408.d+10X-IMI2+IM-1026+1 -IW.3 +/9K0 H96.5 +1949 r1-93.8 ./925 H-90A .FW.2 +140.2 -IMA ./47.6 +1-08.9 N-09.2 +1-0 a w 61 NOd-110.]NO0'-iW.T +tOd-103.4 NOd-iWe •/962 ./9fl2 ./91.4 .1928 +191.3 +190 +/90.5 a/9T.B +1909 ald6 .185.2 ./A4.5 ./93.8 56 NW-IWI NWI-15.2NW-101.8 ./4BB +198A H-9/� a/A21 .I.90.0 r193v a/85.1 +I-04T +181.9 +1-03 .td 3 50 N0Y-1WA NOd-1W.9 NOddW.4 e!-9T.d N-04.a ./-92.8 H-BD.6 H-08B +I-0T.4 / +/Bi.B .1-020 +l-01.8 U-01 W .10d-1025NW-12.B .199.1 +I.9B •1933 .141 N49 .l-0TJ N-05] 6 +1ffi .Idq.B +I90 fit NW-0W.9 +IOd-102 +I9B.1 +1-84.8 a192 +1-09.6 N9T.8 .f8a -W.2 +/40.3 .1-792 84 NW-0W.4+1W-101.3 +192.2 +193.8 N90S a/984 +/413.3 .I94A +/4G.7 5 .l-TBB 66 NW-iW.t NOD'-1W] +/98.1 H928 +1-09.0 19. .f4p.3 H9S1 1l .I4D.1 +bL4 6T-TIB a10d-008.1 NOd-1W.3 ./95.8 H921 +190.3 +1ffi +/90.4 NOTES: 1) BUCKBUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM WE TIPdO.TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINOOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLEAHOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 13116-NOM. GLASSSTACK 3/16'TEMPERED GLASS �e 3/16'TEMPE T116'AIRSPACE 2 5 USED ATCUBVEO FRA ERJONLY 29 SW �11r1I0"O.C. MP%. 011.71 SS GLASS SITE 1.3 EXTERIOR a sT 214 13 GLASS TYPE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE f~ LONGSIDE SHORT 1 T- SIOE SHORT BIDE F- LONO SIDE -� SHORT S1DE L 7 LONG SIDE 1 _ SHORT �I SLOE m x W m nay a O a Y n ww n O N � N O� N O 2 LL N t0 Z J B xPiD Wy O 00 X02 �> `a 00 �Z m Z m o GZ 0 W LL O Jg v N w IaaVs 1 Z g � Z J O W Q Z d A 0 3 d 2 N w O W X y W L LL � aps o.aD .a 8I b ALYNNMILLER.P.E P.Ea5anS EDGE ZOR X WOMING. INSTALLATION INSTALLATION DISTANCE SEE NOTE 2. FRAMING. BEE NOTE 2. THIS SHEET TYPE TYPE IS EMBEDMENT INSTALLATION TYPE A - -'F } EMBEDMENT 1% WOOD BUCKSTRIP, 1/4' MAX SEE NOTE 2, THIS SHEET •, C SHIM EMBEDMENT TYDGEDI ANCHOR AND ,EMBEDMENTSUBSTRATE EDGE STANCE EDGE DISTANCE PER SUBSTRATE, DISTANCE EDGE SEE TABLE S. THIS SHEET • DISTANCE B �1/4'MP 1 SHIM 1 4 TYP.ANCHORTVPE, - EMBEDMENTANDEDGE 11 DISTANCE PER SUBSTRATE, -• - 11 •• SEE TABLE 5, THIS SHEET , -" USED AT CURVED E%TERIDR 12 29 FRAME MEMBERS ONLY @11-7W O.C. MAX. •. CONCRETEICMU PERANCHOR 4 �. VISIBLELIGHTWIH- 5 . REQUIREMENT WINDOW BUCK 4 WBUCK ADTH WINDOW BUCK WIDTH ��•J'�/I CONWETEICMV WIDOW EXTERIOR TIP-T&TIPWINDOWWIDTH PER ANCHOR BUCK HEIGHT REQUIREMENT 1/4'MAR,SHIM —.{ HORIZONTAL SECTION A -A TIP -TO -TIP WINDOW 012 STEEL HEIGHT VISIBLE SELF -DRILLING SMS , LIGHT IGS).SEETABLES. HEIGHT- THIS SHEET mo0w BUCK HEIGHT- INSTALLATION 2.3/4• METHOD D INST HOR DERNEATHT UNDERNEATH THE BEADING In I N EXTERIOR 21 MUM, I--OAD�EEAAAPPI�R�OIVEDMUION (SEE SEPERATE NON. ALUMINUM. 8 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE S.THIS SHEEP 5 �1f4'MAXSHIM 1X WOOD DUCKSTRIP. TABLE S. Anchor SOSMmb Mirt 1. Min. Embe4m4n( O.C. Max PaWn 012art14 AID 33 S.. P.T,34 SG.O.SS) e' a IT AluMwm, .2R mN. . 0• IT lY A is 0.053• IT GrU min. S1awmm YB' WW O.OIs• 18Da IV 1Y 1112 p014 SM81 Sertw IDS) I (SO'0 P.T. 94Wbm Plne (60+8.!!) 9HB' 1.15• IT Aluminum, 60B}T5 mM. LSD O.WX OA6Ntl• • 1Y 1T 51ea13W1. Gc lJ min. YS' 1-1/4• 1Y 11C 410 SS CmKFMll U(Mmab4 CMU, 3-115 Conmam(min. .35 katl ) 1- 1d14• IT 114'SIMI Ullmen Cancret0 IMM. 2.95 kal 1' 1.V4' 1S Canc Unpoute4 C U, (ASTM CO07 2-11Y 1dIE 241Y - 1Y GmuleO CMU, ABTM GBO 2.117 tdl4• 1Y SHB'9bol Nmoan Cancmb (mM. 3A Mel 1-114• 1d14• 4' GmNa4 CMV ABTM C90 241Y 1d14' 1Y SEE NOTE 2, THIS SHEET •MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. • CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: ' - REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMEMAND EDGE DISTANCE LIMBS. • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1121. 1X WOOD BUCKS ARE I INSTALLATION DIEDGE STANCE TYPES TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. SEETABLE 5, THIS SHEET OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2 AREH VTTHICKOR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. VERTICAL SECTION B-B 3 FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. �_ V T7• 2 W TD '^eB � O V N C7 N n y O slop O Y N J mJ<,J O z LL N LL Z � ❑ tOD UU XL O �w m0 `� LUP V� o> ci .0 rn _z dz .-. O 5 0 z O n 2g � z ,uue5 2 JJJ6 00 W Z Z O 3 W N w 1WL1 x z R LL LL el0 .ssap veue5 16, Ib ; AAYNNMMLER.P.E. P.E.C5BTOS MMOD BUCKSTRIP INSTALLATION INSTALLATION EDGE DISTANCE OR FRAMING. SEE NOTE 2, THIS SHEET TYPE TYPE IF EMBEDMENT 1%WOOD BUCKSTRIP, —1- EMBEDMEM SEE NOTE 3, THIS SHEET INSTALLATION ~{ {IWMAX TYP. ANCHOR TYPE, ENBEDMENTAND ' 1 TVPEE EMBEDMENT SHIM EDGE EDGE DISTANCE PER SUBSTRATE DISTANCE — EDGE 6 SEE TABLE B. THIS SHEET DISTANCE �11d'MAX 2 2 SHIM 4 ANCHOR TYPE, - — EMBEOME TPERAND EDGE EMBEDMENT MBED CE S DISTANSUBSTRATE 74= SEETABLE ILTHIS EETESECURVED6.THI5 SHEET IERIOq URAME 12 ,• EXTERIOR 28 FRAME MEMBERS ONLY '' •. IV� MEMBER15 ®11dIB O.C. MA%. CONCRETEICMU !'� VISIBLE SUGHTWIDTH= �I S WINDOW BUCK WIOTN-2dll� PERANCKOR REQUIREMENT WINDOW BUCK WIDTH CONCRETEICMU WINDOW BUCK HORIZONTAL SECTION C-C PERANCKOR REQUIREMENT HEIGHT 116"MA%.SHIM B12 STEEL SELF-DRILLINGSMS VISIBLE (GS), SEETABLE LIGHT THIS SHEET TABLE 6: HEIGHT= WINDOW BUCK HEIGHT- INSTALLATION zyd• TYPE H EXTEEjjRjIOR V APPROVED MULLION SEE SEADE 21 (SEE SEPERATE NOA), ALUMINUM. B STEEL FRAMING OR STEEL STUD. BESUBSTRATE PROPERTIES, TABLE B.THIS SHEET S, 4r, MAXbMIM �1/d' M - 1%W000 BUCKSTRIP. ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEE NOTE 2, THIS SHEET • CONCRETE PER EMBEDMENT ANCHOR INSTALLATIONNOTES: •- - REQUIREMENT • 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1%'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1W. IXWOW BUCKSAAE EDGE TYP.ANCHORTYPE,EMSEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W ME I-IW THICK OR GREATER. TYPEF DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 6, THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT TO METAL ME STRUCTURAL MEMBER SHALL BE OF SIZE TO PROVIDE FULL SUPPORT TO THE VANDOW FRAME. C.IF APPLICABLE, LOWER DESIGN PRESSURE MOM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. M<Ipr 9U6eirate Mlrt EBW Dleten<a Min. EmbeOmaM Max O.C. Specino 612 pr B16 dtD SS SeRw ..BaWlnm Pne (SG= .55 &16' 1.18' tY Ahvnlnlon. EDB1T5 min. 0 .061' 1 A38 SRel 1B• 0.063" 1Y 6IreI6Wl Gr. 1]min. YB' 0.015 fBoe 4' T2nMd 6ttt19<nw(G5) P.T. 9pNIRm Pina (6G.0.66) B116' 13' Axmtinlpn, 6083TBm g1661ee1 10' 3/8' 0.083" U.061" 12' lY 6Itt191W GT.mmlrt LC 0.013' IB Ge' 13' Ill' d10 59 CR1eFke B<AmYke CMU, (A9TM C90) 2-1IT 41N' 12' Cen<Rle (min l3S bl1 1' 1.YP 13' 1/6'61ael Ult2con Donrnte m6. z.es xe r 1ml• n• Gpn<Rb In 2.BS xF1) 3-1/S 131C 13' pmuleO CMU, A9TM CAD) b1/Y 14I1' 1T Gmpke LMU A9TM CAO 2-11Y 1311• 13' L18' 9lttl UM1RCOn C<acRla (mlp. 3.5 YeD 1-1H- 1.YP II' GRutetl CMU g9TM Cb'J 91IY hYl' 13' �I V 2 m � � NN N H ol^0 0 K N 5 OOro J J Z Z /g Z LL' U. rO V, to LU u.vC E U W O E 40 I- IZL m O L7 'eN axo o �> Op a �Z 1Z m Z 0 5 F LL Z Q nws 3 g Z Z w +mx O 3 N w O O W ¢ cy R 5G O a IL W ell'I 'avq lave$ 16 . A LYNN MILLER, P.E. P.EB66T05 EMBEOMENTPNDEDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE T, THIS SHE ET _ INSTALLATION T) EJITERIDR a WINDOW BUCK HEIGHT VISIBLE �I INSTALLATION TYPE 2X WOOD BUCKSTRIP ORFRAMING,SEE NOTE 2, THIS SHEET EDGE EDGE r DISTANCE DISTANCE CURVED CURVE EMBERSONLY 1/4' MAX 1IP MAX. SHIM INSTALLATION TYPE L N10 STEEL SELF -DRILLING SMS (G5). SEE TABLE T. THIS SHEET 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET 11/4' MAX SHIM INSTALLATION INSTALLATION TYPE J TYPE K I.� 1/4'MAX EDGE DISTANCE SHIM 2X WOOD BUCKSTRIP ZX WOOD BUCKSTRIP h OR FRAMINRAJMI NO, SEE A� EE OR ANCHOR Y E EMBEDMENT NOTEY T1115 SHEET U NOTE2.THISSHEET SEE 7. ttP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EXTERIOR v SEE SUBSTRATE PROPERTIES, TABLE T,THIS SHEET _/�.ANCEDGE DISTANCE TYP. RttPE. EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE T, THIS SHEET VERTICAL SECTION F-F EMBEDMENT 2 EXTERIOR f `7 MOWBUIGHTWIH-2- �� yANDOWBUCKWIOTH-2-WV WINDOW BUCK WIDTH HORIZONTAL SECTION E-E Anchor Sufiahele Min.EEpe oiefaue MY. O.C. Bid x..1 3 Box Hatt P.T. Southern ne (SG• .65) 2-112' i .131' Common Nall P.. SPUUam ne ISO=O. F-1IYx .145' Roo/ Nel P.T. Southern Pine (SG•D.55 Soue(SG0E5umnum, MWIS 80Tn.StelStuO.O4S' 18 Ge 5fael SleO Gr. 33 -MIN. OF 3 THREADS BEYOND THE MEAL SU55TRAIE, INSTALLATION NOTES, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X'. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-12. 1X=DO BUCKS ME OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDABR ME1.iWICKORGREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENTTO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. �I W a y m a 0 C 3 N 0 A )n •,on O ci Q N N Z z B n 0Ld 0 XN o adn 0 W m Y- O 0 Salo O � 00 e Z o z mz o n a ® m y IMS 3 O O O ~ •N 3 w O U, z Z G3 LL LL •IP1 'x50 [[ at, g A LYNN MILLER, P.E P.FJ 56706 INSTALLATION TYPE M� 'FOR THISINSTALLATION METHOD ONLY, ANCHOR$ MAY BE NO • MORE THAN C. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE 2314' INSTALLATION TYPE N 2X WOOD BUCKSTRIP EDGE OR FPAMING,SEE DISTANCE NDTF2 THISAHFFT EMBEDMENT MAX � 3 1 SHIM TYRANCHORTYPE, EMBEDMENTANDEDGE EDGE DISTANCE LLLI�I I11'/\' WI II'1II T-:�RETEICMU PERANCHOR REQUIREMENT IN' MAX SH�T/1�1 'FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN C O.C. N12 STEEL. SELF-DRILLINGSMS (G5), SEE TABLE ID, THISSHEET INSTALLATION TYPE M INSTALLATION EMBEDMENT FOR THIS INSTALLATION TYPE N EMBEDMENT ' METHOD ONLY, tld'MAX ANCHORSMAYBE NO SHIM MORETHANS'O.C. 1X WOOD BUOKSM" SEE 2X WOOD BUCKSTRIP NDTE 2. THIS SHEET ORFRAMING,SEE NOTE 2. THIS SHEET TYRANCHORTYPE. EMBEDMENTAND I . EDGE DISTANCE PER SUBSTRATE. SEE TABLE B, THIS SHEET EDGE DISTANCE VUIUW,,..MU =&14 VISIBLE LIGHT WOTH= PER ANCHOR III"��� y0N00W BUCK WIDTH-2-31 � REQUIREMENT WINDOW BUCK WIDTH EXTERIOR HORIZONTAL SECTION G-G nnwvn vc, +may II EXTERIOR ;6EMBEDMISINTANDEDGE camel DISTANCE PER SUBSTRATE.lu SEE TABLE 8, THIS SHEET 1/d•MA%9HIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMNUM. L STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. T TABLE DTHIS SHEET IX WOOD BUCKSTRIP. SEE NOTE 2, THIS SHEET buSs84fa WitEUpa Dllte w Mn. EmBNment M.. O.C.AreNm b Ge 02w#1441OSSSv P.T. SONTem Rre SG=0.55 411b' I I3w T Numinum mSilb mlA MT O.IXT b• A]SSteel 18' 0.06T 8' Steel StW & Mmin. LB' rur ISGe • 0 tl12otP1141eelbcrew(GS) P.LSou mRre SG . &18' 1G10- 8- a1p"in°"' E11SST5 MA wr DOST' G AN SteN LB' DOBT• b' 1eSluO GfA]MC &a- 0.015' 18Ge ' 8' tld'0108S6leFYk U UCMU. SM -1/T 1-114• IT LlvlcRts(Iih 3.35 kei) 1' my IT 1M•Steel U@ecen O .n w j.h 2.55 MJ 1' 1J4- 1T Cmcrtbmin.2B51 21IT 138- IT U etl CMU allGm 2-11T 1.114- 1T GmuhN CMU ASTM G90 2-11T 1J4' IT 8116'b.,I U--n Wlwmle min. ].Skel 1-94' 1 1.4• 1T Gvuteb CMU IASTM CbDI 2-11T I 1T MIN. OF SUBSTRATE. • INSTALIATIONNOTES, EN •• ,' I. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE OMITS. ' 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'IX', ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN I -VP. lX W00D BUCKSARE OPNONALIFUNITCANBE INSTALLED DIRECTLYTO SOLID CONCRETE. WOODBUCKSDEPICTE MA ARE1-1Q'TBICKOROREATER EDGE INSTALLATIONTOTHESUBSTM OFWOOOBUCKSTOBE ENGINEERED BYOTIERS ORAS APPROVEDBYAUTHORITYHANNG '--^I DISTANCE JURISDICTION. 3. FOR ATTACHMENTTO METAL'THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTOTHE W NDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. m Y m ❑ C 0 p0 C y ILL! v Q J O Oa Z LL t0 LL 1p DU w ❑ Jo X N dm DU O Z m O �_ (D mka �z CZ a F- o m �^ ® n Z Z IaavS s O ❑ o F Z m5 Z ❑ x z W i z LL LL allq vaa0 aopa5 A LYNN HILLER. RE. REA MIN §§\ : .- ! §S )) \\ . 2! ep 00 \��----- . |. ; N62 \ \^`` ) ( §§ | ! !�r - 3 - |! )) !xm 00 \§ �- . ;j;! 1070 (§f� ) \/ E __Yme . e \/| dam. � \ !/�\ j . __, | eg § ` EIFIXED WINDOW INSTALLATION GUIDELINES 4 , . [SOM, EXTRUSIONS AN CORNERS R�tJJROSOWSKI ~ }PW-6 _!©l9=mQ _» !. , Ite /m POT Pert/ Description MaLLrial 1 420C Flanged Freme Alum. 606$75 2 4285 Equal -leg Frame Alm. 6 OTT 3 42M Integral Fin Frame Alum. 6063-T5 4 4255 711V Lemi. Glass Beetling Alum. 6063-T5 5 4254 I.G. Glace Beading Alum. 606345 Sa 4270 Imtaleum Feslaner Cover Alum M345 6b 4224 ImteleOon Fastener Couar Rigid PVC 1D 70589C Gasket (et W caner Joints) PolyeMylen. 11 TP247/8 Vinyl Bulb Wezthemtrp Flax PVC, Duo. 65+/-1 13 Dow 699, GE 7700 Slgmne or Equiv. 20 716521< Setting Blmk, Mono. 311V x 7/16• x 4' Neoprene, Owo. 85+1-1 21 ]1704AK Sedi g 13 ck, LG. 3116• x I4V32• x /` Neoprene, DmO. B6+/-1 29 #6 x 1-1/4• FM SMS 9leinlese Stml 30 7B1PDX #8x VQuatl PH EMS Stainless Steel 2.]84 .pg4. 2.'JFo�w* 277WDe4• —ILA- T 1 .m4' 062- i osr 0]4' .062' 1.37E S1.37F1 Ur T} .4 w 500' ,43e Sm' 430' 000 �-�-�- OFLANGE FRAME OEOUAL-LEG FF.AME 1.1u ,on• #4253C, 6063-T5 2 #4285. 863-T5 3 FIN FRAME 44256, 6063-TS J_ JJ1 R - 11.03]- I� .ar5' b]5' .050. If 'gyp .05Pr 3/16" 8 114" I.G. GLASS INSTALLATION GLASS O #4258, 6063- BEADING5BEADING O FASTENER ER #4254, 6 63-T5 68 #4270, 6653- STRUMRAL STRUCTURAL SILICONE 1l4"NOM LVISOSl7TTLEN . FOAM RH DESICC wNH DESICCANT EXT. GLASS -V/1 V/ I FM. GLAss-Y ISKODISPACE SUPER 4SGTPS ea SPACERONXT°' Part# Dewription Illatedal 75 Kommeding4SG ]PSSpacer5ystem 78 Quanex SuperSpacer nXf with Hot Mett Butyl See this Sheet for 77 lQuanex Dureseal Spacer Materials 78 lCardinal k- Edge Sparer Kuer<rs,ce r car nv�nm. r i L a. � i. oeoo 0 oei� BUM p�.Z KLIWUKL LNI POLYls6 /-DESICCANTFILLAREA yA ]] DURASEAL® SPACER STAINLESS STEEL EXT. GLASS- 2a XL EDGE"' QSPACER i WmJR-05MV16-ADDED THIS SHEET a WITH SPACERS 0 MOVED PARTS. n q m o m O N � nw m O ON N J� m O c i� LL' rQ O m W z LL � Z 0LL p +an � UU XN o W 0 W Z O 0 `u N m O O m =N n� p0 e Z O Z tC o 5 O) L LL Q $ J z n Z Q O ,ewe ®g O �2 O w z a O z § =lo N j W 3 LL m D A LYNN MILLER, P.E. P.E.tl 5em5 Florida Building Code Online Page 1 of 3 d biull-` a t tourm SCANNED BY St. Lucie County �' t t • E t _ BCIS Home Login j Use111,utrotlon j Hot Topla i Submltsurcharge i Stats&Facts i7 Publications j SCStaff BCISSRe MaP I Links i Search I 1 ;:: Product Approval Au USER: Public User PrMVrt AnVMvdI M¢nV>PrvOVrt Or AOnlirdnon Sedrtll>A To ¢WII MAY I r 20t1FL # PERMITTING Application Type Code version St. Lucie County, fL Application Status PR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By PGT Industries 1070 Technolo Jens Rosowski jmsowski@pgbndustnes.com Jens Rosowski 1020 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jmsawskl(apgtindust es.com Windows Single Hung Mark or Usting r. S: + Y 4 c � 1zt Keystone Certifications, Inc. Steven M. Unch, PE Jt Validation Checklist- Hardmpy Received Standard Y r AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/152/A440 2005 AAMA/WDMA/CSA 1011IS2/A440 2008 ANSI/AAMA/WDMA 301/1.5.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 http://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 5/17/2017 Florida Building Code Online Page 2 of 3 r Product Approval Method Method 1 Option A Date Submitted 01/06/2017 Date Validated 01/07/2017 Data Pending MC Approval Date Approved 01/09/2017 Summary of Products FL # Model, Number or Name Description i 1435.1 SH - 200 Aluminum Single Hung Window Std. Meeting Rall, Inc. Pass-Thm) Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL1415 R19 C CAC Certlicatlon0 - SH200 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 02/I6/2019 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design pressure, size FL1435 R19 !I SH-200 odf ! and anchorage Information. The Pass-Thru version was not tested for Verified By: A. Lynn Miller, PE 58705 water infiltration. Created by Independent Third Parry: No Evaluation Reports FL1435 R19 AE 51-1-200 Evaluabmn 00f Created by Independent Third Party: No 1435.2 ISM - 200 HD Aluminum Single Hung Window (with HD Meeting RaIO Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL1435 R19 C CAC 190-1003CAR2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 01/08/2020 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design pressure, size FL1435 R19 IT SH-2001-11)udf and anchorage Information. Verified By: A. Lynn Miller, P.E. 58205 Created by Independent Third Parry: No Evaluation Reports FL1435 P19 AE SH-20OHD Evaluabon.rAf Created by Independent Third Party: No 1435.3 ISH - 500 WinGuaW Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FI-1435 B19 C CAC C-arlfCatio,B- SH500 pd! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/27/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design pressure, size FL1435 R19 IT SH-5000.odf and anchorage Information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Parry: No Evaluation Reports FL1435 A19 AE SH-5000 Evaluation oaf Created by Independent Third Party: No 1435.4 SH - Boo WinGuard Mullis gle Hung Window Limits of Use Agency Certificate Approved for use in HV C-rufi anon g Approved for use outside HVHZ: Yes Quality Assurance Contract Expi aUon Data Impact Resistant: No 09/07/2017 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design pressu size FL1435I H- antl anchorage Information. Vented By: A. L eg P.E. SBJOS red n ependerit Third Party: No Evaluation Reports FL1435 R19 AF. SH-800c Evaluatioaoaf Created by Independent Third Party: No 1435.5 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No 1�1435 R39 C CAC SH-5400 CertlfrcaGoamdf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 08/13/2018 Design Pressure: N/A Installation Instmcti0ns i Other: Please see We Installation Instructions fordeSngo pressure, size R1435 R19 IT 511-5403 pdf and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 RU np SH-5400 Fvaluat on odf Created by Independent Third Party: No 1435.E SH-5500 WinGuard Vinyl Single Hung Window . Unnits of Use Certification Agency Certificate Approved for use in HVHZ: No R1435 R19 C CAC SH-5500 Certificaticn.pcif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date j Impact Resistant: Yes 10/01/2018 Design Pressure: N/A Installation Instructions ! Other: Please see Ne Installation Instructions for design pressure, size FL1435 R19 11 51-1-5500 cdf and anchorage Information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports F1.3435 R19 AE SH-550D Evaluati0o.odf Created by Independent Third Party: No Contod Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Ronda N an AA/EEO employer. Coovdoht 2007-2013 State of Florida.:: Pnvaw Statement :: AccesslblllN Statement :: Refund Statement Under Vodda low, email address are public records. Ilyou do not want your a -mad address relaosod In response to a public -records repuea, do not send electronic mail to this entity. instead, contact Me office by phone or by traditional mall. If you have any questions, please contact 850.482.1395. *Pursuant m Section 455.275 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2OD... 5/17/2017 Florida Building Code Online Page 3 of 3 (1), Florida Statutes, effective c ber 1, 2012, licensees licensed under Chapter 455, F.S. most provide me Department with an email address If they have One. The emeds provided may be used for official communication with the licensee. However email addresses are public rewrd. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. TO determine if you are a licensee under Chapter 455, F.S., please click here . product Approval Accepts: ® ® 99 M � securit;•Ara-rn)cs http://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgsbCUITKel2OD... 5/17/2017 GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN ANCH DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) W00D BUCKS DEPICTED AS I X ARE LESS THAN I-1Q• THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLEDDIRECTLY TO SOLID CONCRETE. WOOD BUCKS ADD 53-1/8'MAX. TIP -TO -TIP AT MID -SPAN _52-1/8'MAX. BUCK -j - DEPICTED AS 2X ARE 1-1M' THICK OR GREATER. FOR NMI > 39" \ 17-314" ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS `�,� MAX 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USING SHIMS 76' CAPABLE OF TRANSFERRING APPLIED LOADS. TIP-T 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN THE FLORIDA BUILDING CODE. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. 2.7 KSI CONCRETE AND CONCRETE 11 I 7-1/2' MAX 75" MAX. BUCK I I I I j 7-1/2'MAX T I I MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300. FLANGE FRAME 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS E011AL-LITE $ASH SME ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. TABLEZ 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES. ALWAYS ROUND UP TO THE NEXT LARGER VALUE. 3.5/B' MAX I I MAX. 1 o-TIP 10-1/8' MAX I — I � I /I / I I I 3-5/8' MAX Buck Size Sash Style Desl nPreasure Options Certification Numbers Test Re oRs idth Hel 52-3/e" 75" Equal Led 110 oRelnf., TP. GIasS 19G427428 ATI- OrOrlei SO 150 Rail Reinf., TP. Glass 76482.01 CHOR _- ADI-TO-TIP 53.1/e' MAX. TI O-TIP ATAN —� 52-1/8' MAX. BU FO39" 17- 4 MAX 5/8' MAX } }I7TI I I 10-1/8' iMAX t l j 7AWM T k8' MAX RANGE FRAME. ORIEL SASH SME AnetKK Type Substmle Min. Edge Dist. Min. Embedment C12 Steel EMS Weed(Bodiaem Pills) 117 1-318- Steel Stud GrW 31W .D/5 (18 GA) AluminnF8063-T5 31S• 1/r Steel. A36 118' 1/1'Meawvy AI¢Mr Concrete 1• 1�IB' HNIea CMU 2-1l1' 1-1lC BMW FmumA- J. ROSOWSKI 103/16111 NO. 570E ' O tIS �j� IOIOTEOWIOLDGYDRIVE ns $' T.OF ,' j1 FLC RT.OFAUTH:N29a SINGLE HUNG INSTAL ,�"Sis/� %\�•.� A. Lynn MNen P.E. -ewneae a: a.e :q1 SH-800 NT$ 1 of 2 3D311/6JR EMB FLANGE FRAME HEAD INSTALLATION (DIRECTLY TO SUBSTRATE) ERIOR RIOR NO :HORS UIRED FLANGE FRAME HEADINSTALLATION (USING 1X WOODSTRIP) <�1 SHIM EXTERIOR ANCHOR BELOW MEETING RAIL (MUST BE FLATHEAD) )R ANCHORS 1///_�7 ABOVE/ MEETING FLANGE FRAME RAIL JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) SUBBTRA £� J ANCHOR EXTERIOR BELOW MEETING RAIL (MUSTBE FLATHEAD) IR IS :D ANCHORS ABOVE 1% SHIM MEETING wow RAIL JAMB INSTALLATION (USING I%WOOOSTRIP) 4 w. LD,6Is j4u.� z: . rt OBL FLANGE FRAME I/ s�alrjsl ,: SILL INSTALLATION (DIRECTLY TO SUBSTRATE) FLANGE FRAME o..ex J. ROBOWSKI m 03115/11 urr ALUMINUM EOS3T6,1.0 nexmxnaa�aauw+uev SILL INSTALLATION worm,*erurnrvrwo,rre (USING 1%WOODSTRIP) w.rq: mneenw�ee�uomm®• ff�evs�mna INSTALLATION NOTES: ® mam 1) SEE SHEET 1 FOR ANCHORAGE. SUBSTRATE AND SPACING REQUIREMENTS, 10roiECHHOLIXiY DRNE 2) FOR SMOOTH SASH OPERATION, THE ANCHORS BELOW THE MEETING RAIL MUST BE FLATHEADS. FOR NOXOWS, fL=75 _ ALL OTHER ANCHORS. FLATHEADS ARE RECOMMENDED BUT NOT REQUIRED. FL CERT OF AUTH.:]B2% SINGLE HUNG INSTALLATION d)FLANGEIM THICKNESS TO BE MAY BE REMOVED TO)CREATE EOUALIEG FRAME -USE FLANGEFRANIEINSTALLATION. A. MOeA P.E. d'r wr GH-S00 64i NFS °1 2 of 2 �me� 3D31511JR P.E.P.E CSSTOS Florida Building Code Online Page 1 of 3 1 SCANNED D� } x , T BY St. Lucie. Cntlnt% BclsNome I Lagtn ; user Registration I Hot Topics I submit SurdhaMe 4p Suits &Facts I %bliwtloms EBCstaf I Bassimm p i Wks Search aPpra�rxtt : ��� l ia•�=? 4'xi Product Approval ro 14R USER: fuel, u:er . Pm'I rtAnomvn' M¢nu > Pma R or 4001 ur on 6earM > Anpucation list > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 MC Approval Date Approved FL251-R28 Revision 2014 Approved *Approved and/orthe MAY 9 0 2017 PERMFTHNG St. Lucie CDunt„ FL ovals by DBPR shall be reviewed and ratified by the POC necessary. PGTlndusWesARI E ""OPY 1070 Technclog rive North Venic 31111 - 100 Ext 22318 druark@pgti ndustrles.com Jens Rosowskl Jres bvski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (9411486-0100 Ea[ ] Exterior Debts Sliding Exterior Door Assemblies Certification Mark or Mland-Dade BCCO - CER Miami -Dade SCCO - VAL Standard TAS 201, 202, 203 Method 1 Option A 08/17/2016 08/26/2016 08/30/2016 Year 1994 http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEV XQwtDgsEt2PTand5 bm... 5/ 1712017 Florida Building Code Online Page 2 of 3 summary of Products FL # Model, Number or Name Description 251.1 SGD - 620 (Non -Impact) Aluminum Sliding Glass Door Limits of Use Ce ency, Certificate Approved for use HVHZ: Yes 5t R28 6-0 2 f Approved for use o tside HVHZ: Yes Quality Assurance C ra on Date Impact Resistant: No 04/07/2020 Design Pressure: N/A in 11allon Instructions Other: Please see Miami -Dade County Notice of Acceptance (N ) for 0629.03.odf FL=luationRepofts product peAormonce information, anchorage tletalls, and anchor e, VeMiami-Dade BCCO - CER size, and spacing Information. CreIndependent Third Party: Cren arty: j 251.2 ISGD-670HP(Non-Impact) Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI.251 R28 C CAC 16-0629.04.odf 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 (NOA) for FL251 R28 It 16-0629.04 2df product performance information, anchorage details, and anchor type, VenOed By: Miami -Dade BCCO - CER !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 to HVHZ: Yes 1`L251 R28 C CAC 15-0629.05.odf ., Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice Of Acceptance (NOA) for FL251 128 it 16-0629.OS.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 jSGD - 220 (large Missile Impact) WinGuard Aluminum Sliding Glass Door ! Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC IG-0629.06.2df ! Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/17/2020 Design Pressure: N/A Installation Instructions Other: Please See Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 16-0629.06.odf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports .I Created by Independent Third Party: 251.5 ISGD - 220HP (Large Missile Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate ! Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Reslslanti Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 11 16-0529.02.00f product performance information, anchorage detalls, and anchor type, Verified By: Miami -Dade BCCO - CER ! size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 ISGO - 720HP (Small Missile Impact) Wir,GuaM Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 16-0629 OB odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 03/24/2020 ! Design Pressure: N/A I Installation Instructions Other: Please see Miami -Dade County Notice Of Acceptance (NOA) for FL251 R28 11 16-0629.08.odf product performance information, anchorage tletalls, and anchor type, Verified By: Miami -Dade BCCO - CER !size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 ISGD -280 (Impact) WinGuard Aluminum Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 16-0629, 10.0f -. Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/02/2017 j Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 16-0629 10 odf product performance information, anchorage details, and anchor type, Verified By: Mlami-Dade BCCO - CER size, and spacing Information. Created! by Independent Third Party: Evaluation Reports Created E Intlependen[ 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 R28 C CAC11-0609,1001R.poif Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 05/22/2018 Design Pressure: N/A Installation InstruNons ! Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL251 R28 It 15-0609 10 DR.cdf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER .size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.9 SGD-3030 (Large Missile Impact) Architectural Systems Aluminum Sliding Glass Door Limits Of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R28 C CAC 15-G612 061 M.Wf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Data Impact Resistant: Yes 02/14/2018 http://www.floridabuilding.oriz/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/ 17/2017 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INCA) for FL251 R28 11 15-0612 06 LM df product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER j size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: 251.10 SGD-3030 (Small Missile Impact Architectural Systems Aluminum Sliding Glass Door Limps of Use Certification Agency Certificate . Approved for use In HVHZ: Yes FL251 R28 C CAC 15-0612 0] SM Ddf j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/14/2018 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance INDIA) for FL251 R28 D 15-0612 GI SM ddf product performance information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent THIN Party: 251.11 SGD-5420 (Nan -Impact) Vinyl Sliding Glass Door Limps of Use Certification Agency Certificate ''. Approved for use In HVHZ: Yes E4 1 R28 C CAC 15-1210.02.gdf 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 (NOA) for FL251 R28 li 15-1219_Q2-,➢.4L I product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Inormation, Created by Independent TRIM Parry: Evaluation Reports Created by Independent Third Parry: 251.12 SGD-5520 (Large Missile Impact) Vinyl Sliding Glass Door Llmits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL251 R28 C CAC 1e-1210 01 Ddf 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 (NOA) for FI 251 R28 IT 12-1210 01 Edf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Parry: Evaluation Reports Created by Independent TInIN Party: MM Contact :: 2601 Blair Stone Roatl Tallahassee K 32399 Phone: 850-482-1824 The State of Florida k an WEED employer. Coovdoht 2002-2013 SHAS of Pierce.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Honda law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall, if you have any questions, please contact 850.487.1395. *Pursuant, to Section 455.27s (1). Florida Statutes, effective Oetober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalk provided may be used for offitlal communication with the licensee. However Small addresses are public record. If you do not wish to supply a panonal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click De . Product Approval Acorplat d ® E� EM scGuritsulrrxlcs• http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm... 5/17/2017 MIAMI•MIAMI-DADS COUNTY EDADE PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.gov/economy 1070 Technology Drive, Nokomis, 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 Conn Product Control Section that this roduct or material fails to meet the requireme p lcable building code. This product ' approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone. DESCRIP Series "SGD-670" Aluminum Sliding Glass Doors w/ 90° & 13 ° APPROVAL DOCUMENT: Drawmg o. ev , titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06108116, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dad n roduct Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami de Conn on Control Section. MISSILE IMPACT RATIN : None: A roved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables I thru 3. See sheets 61 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See sheet 10 for straight configured units and sheet 11 for comer units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 NOA It I5-1013.14 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. \ The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COU"t NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thin 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. 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/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #11-1018.17/#09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL-7554, dated 11/01/13, signed & sealed by Marlin D. Brinson, RE (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.01-401-18. 4. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30115, sheets 1 thin 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -04 & -09. Ishaq L Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5 h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5'h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. aq I. Chanda, P.E. Product Control Examiner NOA No.16-0629.03 Expiration Date: April 07, 2020 Approval Date: July 21, 2016 E-2 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90e/135e CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & S. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E7300. 3) ANCHORAGE: THE 33-1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO 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 6-14. 4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S. ANSBAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 6) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE TEST REPORTS: FTL-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-8002, FTLE034, FTLa035, FTL-7554 AND ATI 72138,01-1401-18 Group Arotor Substrate Member Member Min Edge Distark»" Min Embedment 1 114' Elco Ulbacan Cencmle (m72B5 a) a ISk .b 1' 13'B- IJngmuled cm! C90) Jamb only 2-10 1 AW pw OroNed CMU ASTM LgO, min.2 kei ,oM Jamb--y 2-1/7 i; v 4• 2 M4• Eka uo ss. OeloFka DGP.09) moNy 24 P.T. ScuMm Pim(SG5) Xe Am8 1. 11.-31Y945- ' 114'ElcoUcon 01;g-1 Lhgmuted CMU BIM G&I Hsa&5111 Jamb only 1' P 1310' 14M M2, 188vd10 &.9. bM5, P.T.9mN,em PMe (SW0.55) M,WSIWJamb 9I1T 13v AIImIInum, 000}IS• 1feeNSlWJamb SB' 0.003- St.l, A36• HeedISOVAft 3�r 3 (mN.1l Nmedclin) Steel Stud. A053 G,. 3T HENI1VJemb YB' iPP Eke I" S.S. A99mGeton CcncmW(min. 3.275 k51) Hea&SM/Amb 1-tlr Wgmm-d CMU, (ASTM C80) JmM oNy r Gmutetl CMU(ASTM C90,mN. 2 kei gmO Jamb Wy r M2' 0.551 HeeNSIWJamb 1'551 srml am$ 0.5. 11 dodvn) HeaN510IJamb 9118-k12, A Uminum, 6061T5• Iked15107Jamb LB' 51oa1, A38' Ibed181WJambTw eheI51W A6536.5]• Hea151WJ" Y5- • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TOME MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. "P-HOOK INSTALLATION REQUIRES 2.693- MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR ALL SPECIFIC P-HOOK REQUIREMENTS. ANCHOR NOTES 1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MUW I-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CCDE 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. 1A* THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. BILE B, SEE DETAILS ON SHEETS 4& 5: Glass Type Descriptlon(Listed from EmNor to Merior) G1 3116' TEMPERED GI MIS G1A 1I4'1EMP LASS+ MB' AIRSPACE 4 NIS' TEMPERED GIASS GM 1-I.a:I/CTEMPEREDGIASSr1Y AIRSPACE-114-MMPEREDGLASS SHEET AL NOTES ............. I LE CONFIGS.......... 2-3 G DETAILS............ 4,5 RAGE....................S-14 I PRESSURES....... 6-8 '- DETAILS ............. 12-14 'IONS ..................... 15.16 I SILL TYPES......... 17 SECTIONS............ 18,19 LIST....................... 20 STANDARDS USED: •2014 FLORIDA BUILDING CODE (FSC), ST1 EDITION -ASTM E1300419 -ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, ADM-2010 -AISI510"7/52-2010 DESIGN PRESSURE RAPNG IMPACTRATING SEETA3LESI.2&3ON SHEETS e 7 & 8 NOT RATED FOR MISSILE IMPACT RESISTANCE ssawo I &TS I 1 - 22 6Tg16 ` nL. F A.LYNNMILLERP.E. P.E4%705 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL'JW ,'JC', "KW OR'Kc' INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH NOM. PANEL WIDTH PXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PERTABLESI3 PERTABLESI3 a CAN BE OXXXp. I 2) 90° & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION 1 1 I OF ANY 2 STRAIGHT CONFIGURATIONS. iw MAX. UNR 1 / 1 g i IS MAX. UNIT / / 1 i 3) FOR NOM. PANEL WIDTH, SEE TABLES 13. HEIGHT / ,a I'r$ HEIGHT I PER TABLES I-3 / pkPER TABLES I3 / / I�'E'c�� 'X'=OPERABLE PANEL, Ix 1 O'= INOPERABLE PANEL, q per 'p"=POCKET DETAIL LETTER 0 _J _J�r___� w WW=WOODET METALINSTALLATION �. 2-PANEL �'c"=CONCRETE INSTALLATION rO FIGURATIONS CONFIGURATIONS , + SHEET NUMBER —MAX. UNITWIOTH MAX. UNIT WIDTH DLO WIDTH =NOM. PANEL WIDTH -T DLO HEIGHT = DOOR UNIT HEIGHT-10.125' N .PANEL WIDTH 1a NOM. PANEL WIDTH 9 1� PANEL HEIGHT =DOOR UNIT HEIGHT -1.866' PER TABLES 13 PER TABLES 1.3 MAX. UNIT E HEIGHT R TABLES 1.3 NOM, PANEL WIDTH PER TABLES 13 MAX. UNIT HEIGHT PERTABLES' m r Iq I 1 1 1g�e MAX. UNIT 3 HEIGHT 4 iF� PER SSW TABLES I-3 g ` _J.r__ L MAX. UNIT WIDTH POCKET 5-PANEL CONFIGURATIONS , .van cErtr.oPw,R ms:ae e ,v 11 e F Fla moDOETYEVRYD av�lKrywl4 WiLM4 PoCKET EyY�lr Roe _r•r___' 7- 4-1ANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT SEE HEIGHT NOTE TABLES 13 II � � fsnEEr. CORNER, TYP.1 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) =RIES 670 ALUM. SGD saneTo I NTS 1 2 1 22 4 O E :TTh OF [ORIPA.. A LYNNUWR RE. PE C M705 MAX. TESTED UNIT WIDTH = 355-7/18' @ 96' HEIGHT 300-1/4' Q9 120- HEIGHT NOM, PANEL WIDTH PER TABLES 7.3 9 19 8 a f MAX. UNIT t t 1 HEIGHT, 96" OR 120° 1� r Jc J t Uo IWW� POCKET I � 6-PANEL CONFIGURATIONS 1 MAX. UNIT WIDTH NOM. PANEL WIDTH t t PER TABLES 1-3 _ 3 MAX. UNIT HEIGHT t PER TALES 1-3 J� NOM. PANEL WIDTH PER TABLES 1� MAX.. UNI HEIGHT PER TABIyLES 1-3 J� f[m7 imL'.1 � W W iFm7 i i to irc7 PocKEr i � i w 7-PANEL CONFIGURATIONS J r J 1 1 13 1 MAX. UNIT WIDTH iH�Fl�+ik7iF3® n In NINE In Fff—xll m FEN- m Ane fF/mLl-- 8-PACONFIGURATIONS POc CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "J.", "Jc','K.' OR'KC INSTALLATION. E%AMPLE:4PANEL X%%X IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR %XXXp. 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 1-3. 'X' = OPERABLE PANEL, '0' = INOPERABLE PANEL, 'p' = POCKET DETAIL LETTER ' l W'= WOOD OR METAL INSTALLATION ® 'c'=CONCRETE INSTALLATION —SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866- YO�Uff REVISED pAl��wll\ Ibe Flo�W br5iv{Cd< An.w.0 r�_ IG_a62S.G3 br<w�ple 171�1�-� i¢,�pAl CsY� J•\C01Y urlrr dad '0, rA ;URATIONS '�>,;'•.�:�o=.�o?.. '��`: 1. SGD-NON-IMPACT aMerx A. LYNN MILLER, P.E. 3 a 22 POT0128 B P.E.058705 GLAZING DETAILS (G1 & G1A) 3/16" T GLASS 74 EXTERIOR 62 a 3/4" NOM. GLASS e1TE 78 EXTERIOR 1 � 3/16" TEMPERED GLASS, TYPE G1 MOI)V EREV"D rwaMnp MIX W. EI"Ma i.dcy cm. gfJY�P1Y IUJaN rbI 1/4" T GLASS 74 EXTERIOR 82 a 3l4" NOM, GLASS ERE 7e 1 "TEMPERED GLASS TYPE G1A ;:•;�,..„! I.p%try:,-:,7 '; r+" s:7os GLAZING NOTES: _ T"=TEMPERED ro..aex RIII'GLA1070m�y�l ZING DETAILSSERIES 670ALUM. SGO-NON-IMPACT_'rm CER WA1?HANIB m A. LYlN MLLER,PE. P.E.A 50705 SG0670 NTS. 4 -V PGTO128 E JF OYid16 GLAZING DETAILS (G2 & G2A) SILICONE HOT-MELTBUTYL STRUCTURAL 1' NOM. SILICONE STRUCTURAL IW NW. IF wiv"10% POLVISOBUTYLEN WITH TH 3116" T GLASS WITH DESICCANT DESIC N6' AIR SPACE EM. GLASS EXi, GLAS S 3/16' T GLASS 74 EXTERIOR INT. GLASS INT. GLASS B] 3/4'NOM. 131 KODISPACE Las SUPER 120.127 48G TPS SPACER®NXTT" SITE SITE JS 55 ALUMINUM REINFORCEMENT pOp150. DESICCANTFILLAREA 1" I.G. GLASS, TYPE G2 eDryLENE wif'NOM. 5116' NOM.— SEAL BUWL& SILICONE SEAL DE5ILUM ROL4FORMED PWDVCr KEVIKD FOPAI STAINLESS STEEL wawF01FY�MIYFbMu /4-OLZf/.03 1' NOM. EXT. GLASS EXT. GLASS M E.#1 D/r IG •(-�., 1 /4'T GLASS I IM. GLASS�� GLASS 12' AIR SPACE 114'T GLASS DURASEAL® XLEDGET" }° 1-SPACER @SPACER FxrRwoR a83 I241]J 3/4'NOM. Part# Description Material GLASS BITE Je 55 REFERENCE TESTREPORTS: FTLEJIT, BS55&fieJD \\\` V(NN P1,k J�/i, `�CENse (ER 1- I.G. GLASS, TYPE 32A c 5TD5 ' GLAZING NOTES: * No.B c T=TEMPERED JRM G5415H6 B ADDED SPACERS. ,'a rEcwwaaarcwre HKNItE Fl..vD! GLAZING DETAILS ' ti SERIES 670ALUM. SGD-NON-IMPACT'FSSIpNP�-`'` EJ�,ly„p.1°„ corr FAu mvv N'LGNN MILCEY}. RE. P.E4seJas ire° .A NTS 5 • 22 PGTO12S B �R Dv2aH4 124 Kommarltrp 4SG 7P5 Spacer System 126 QuaneX Super Spacer nXTWith Hat Melt Butyl See Shee 12B QuaneX Duraseal jfbr Mate 127 Caralnal %L Edge Spacer ^y Design Pressure (DP)and Anchor Quantities Required, (for all approved configurations on Sheets 243) For comer astagal anchompa on u0° or 13V cmmfunils, sm sheet 11 Table apples tb 811 Glnas types BM Door Ulut N310N BU &• the Sho AstR9al typse shmun cum. Poslive I.) DP maybe (mist by Tanta to OLO ]3-0IB' 0. l4T/8' 0.0 Mcn GGmuP Ancha( muP Anchor mop cmr rrup 1 2 3 d 1 2 J d 1 2 3 1 1 1 37 4 7P'ePms3um .80.01427.1+800/-1f00 +90.0/-1029 Hea0101I1 GH G+1 GH G+1 CNI G+1 G+1 GH GN G+1 L4.1 G+1 U+1 G+I CNI N Jenb 8 8 8 B B B 8 8 B B a 9 8 6 a PJadr 8+7 bT 8•T 6+] T•8 7+0 A0 T+8 ]+B T+B 1+8 T+8 T+0 I+B A +--'I,. (ka nPres3um +--+1T 06J +90.0/N+1 422 92 +g53/653 U•1 G+1 Ur1 G+1 UH GH G+1 G+1 GH G1+1�900 GH G•1 G+1 CIN G+I G+1 GH Jamb B B 8 8 8 0 B 8 0 6 0 8 P6mk 6+7 6-7 6+7 8+7 7+0 7+8 T+0 T+B 7+8 7+8 7-8 +8 7-8 1+8 1 7+0 1 T+8 Las'n Pmsum +W0/42A +BT3/673 +8R0/ •738/-738 2 HeeNSl6 WI U•1 U+2 CH+2 5A+1 G+1 C4+1 UN GN G+1 1 G+1 G+1 GH CI.1 G+1 �„ Jsmb 8 e 8 6 9 8 e B B a 8 B 0 0 8 P-0mk fi•T 6+7 fi+T BH T+B AB 1+8 AS 9+0 T+8 T+ T•0 T+8 T+811 11+6 1i+8 Bus nprassore .071,8 +78.4/484 N1.8/-]t.b +65U65.8 35' NnutR al G@ G+2 CN2 G+2 G+2 G@ Cb2 U+2 U•t GH G+2 G. +1 CAa1 C4+2 Ga2 010 Jamb a 8 e 1a 9 a e 0 6 e B B 0 P.hopk 6.7 1 6.7 1 8+7 1 6+7 7+8 7+8 HB i+0 T+B h0 T+0 T•8 T+B 7+8 7+8 7+0 m nPressme •71.f/-T// N20/-R +65.5/d5.5 +800/-40 41' uyuNtl G+2 G+2 C4+2 G+2 G+2 G•2 G+2 G+2 G+2 U@ G+2 G+2 rA+2 U+2 C9.2 G+2 �, RO Jm1b 8 8 0 8 8 e a 0 B 8 8 B B 6 0 8 P-0mk 8+T BN 6N 6+T 7+0 T+B Ia8 I+B ]+B NB T•8 ]+8 1+8 7+8 7.6 7+8 Ousgn Prmsum +RS/-72.5 +674/47.4 +610/61 17' HeM/Sill Ga2 G+2 G+2 G+2 CI+2 1 G*2 U+2 G•2 G+2 U✓2 G+2 G+2 G+2 G+2 G+2 U+2 DLO 'Jamb 0 B B B 8. 8 8 B 0 B 8 8 0 8 0 PAook 8+T BH 8+7 BN ]+0 ]+B 7+8 T+e 7 81 7+8 1 7-8 1 7-8 T+B ]+8 T+8 hB Las'n Pressum +691/491 + 0/-61 a576/.01.6 a506/450'8 53' HmN311 G+2 G+2 G+3 G+3 G+2 G+2 G+J G•3 Ga2 U+2 G+2 G+2 U+2 C12 U+2 Gf 2 ff L40 Janb 8 e B 9 B B a 8 0 B B 8 B 8 B 8 PLmk 0+T 8a7 A 6+i 7+B T+0 T+0 NB T+8 Ia01 7+0 7+0 7+8 7+0 1 7+6 1 ]+B FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH - 7- OLD HEIGHT = ODOR UNIT HEIGHT-10.125- PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' F 1A Sill Height to Max. (+) DP (Water Infl ion Rating) Sill Riser Height (+) Design (Flat or Box, see Pmssua, Psf Fkish-l-1/2' seenote Law-24/2' +46,67 Medium -3-i14' +60.0 High-4' +900 OH LENGTH OH LENGTH ON RATIO=OH HEIGHT ul s rc OOI OH RATIO 2I O {O 1 IBIII NOTES 1-3 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4-SILL. 2) HEN USING THE 2-1/2' SILL, POSITIVE WATER OF IS 46.67 PSF MAX. WHEN USING T 3A/4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, OSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A 3) 4°, 3-1/4° AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 11/2' SILL IS NOT AND 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 BEINSTALLED. . ....... c,.o „eeeaaol v ncTAac iHe rVuwvnvV u I LLc o- PO,-,,rco o, vn-.. u�..ow v�......__.,.stag Siralght Astragal _. stag.__. ___. Lockstile@ __.stag 90°Astragal Lockstile@ 135°Astragal LDckstile@ Interlock P-hook Lockstlle@Jamb Assembly Straight Astragal Assembly 90-Astragal Assembly 135'Astragal Standard Stiles Standard Stile Standard Stile S[andartl S[Ile Standard Stile Heavy-duNSile Heavy-duty Stile Heavyduty Stile 11a. -duty Stile Standard Astragal Outside Corner, Outside '-j Insi e Corner Corner Come-...tere e�]� Corner OutsidComore Inside Corner Corner Part NO(x2) realist)realist)Partg60 Pan #60(Stile) PartN67(Astragal) Part 960 Part 461(Stlle) Par[9113 (Comer part giig (a)Out.) part n120p Part 861 (Stile) Paris pal&p32 Part 661 Receiver) ICom. & Fxd Mount) I SERIES.670 ALUM. SGD-NON-IMPACT I S01,e70 I NTS 1 6 - 22 1 PGTO128 �11'n Il r, AAYNNMILLER!P.E. PS.p W705 nnLe 4: Devlen Preevun(DP)and An9har puendtl9e Required, pprewctaona9uretln one on ahNR&a) I. lamer [slo9al ana MnOo on 90' or135- IJ9' [[m[r w0[, ¢ee vM[111 o[w Ina n' rel..9pc. m.9 cMashwv=a ep b. m• 9 for 10C nr lar xn eanC ao r}f nD J o 91. ra'DID -vS 0.o 1 J'CW fe•0.o bu.P'bmyl)D?.. Mlw. vc¢aia l•)Op m.r ae AnclnoewP rcMr. Gnup rcMromW [ w Ba rcncr om+p em 3 o t 2 a 1 1 z J 1 t 2 z 1 Os Pre]aw •00.0 -r10.0 •50. /-]9.0 • -S. • 0 - 40 d11 G•G TA.' G•t 21, Ir 6o 10 +0 l0 to Pm ree..e0- re2 r eo9x1 9033 ne eoA81 e ea.90 e0 8.9 a.. ... ew a¢I! 6¢mYap // --Urf1Ou2w.w]B..fi ..C9prbn]S•.•ea092 Aa.3 a n9 ••LW[nbSae.• n/GArn8te.6•oH aeB e .+C9»90AS9e0.H .M01401, dSiv UH CSN CS Cb3 CClre6Nam••qle9 CCrSae•H.CGbSe•• CC»a!Sa.•• G8fia.N CCrr!Sero.•• Gre•aH Gr6.a•H Ce1Stw0Ho CemStwoN Cb GmH Lbto t t p+Hom.'O.'. 30'r motW ea V. e.9 b....... w ¢u etB rae B .0/441 /-G»ttb1u0NDde9 1 ! •GeBl+.A0.NDB /tl-061t.f0.ov 1l O rd' YI'eIPP]emnl88[k Ge]+••C6 iGU.t L]N tl•I M2 CS•t CNl p•2 C•2 tl.t tz+11C1 C1 ]a, OLO o To to +0e eR e1 0 e+0 0+0 w 0+9 Us 5+B Ba+B..To pl nP tOUN •W O/-11 r.e wA0/-f040 •W.0/S41 •ar.e/dr.e .61.9/A1A +rS 7/-7al N0.0/-10.1 •0a5/<e! JS' Mvd81! CS•3 Gw G.3 C0+2 G+S CNx C6.2 Ca•1 CS+] C9.1 Uw G'.S Lb] Gw C'bl FNS CS•R tl.2 Cow CSw CS.x Gn2 C9w Cb•x CS.+ CS. CSw G.S La++ LB++ CB•x G.S IY 0.0 a 0 f0 B B 0 10 B a 0 10 a a 0 to a 10 10 f0 10 to 10 10 10 10 10 10 f0 10 10 t0 10 Jema r+0 8.8 e.9 B.e r.a e+9 B.0 8+0 ]+B a•0 e•0 0+0 r.a e.B e+9 be e.0 6.9 a+0 e.0 B•9 0.9 e.0 e•0 0•f0 B+IB 8.10 8.10 8+10 8.10 0.10 9.10 pAwB Doso Pnvun •m.e/402.9 M0. .e11/47.3 0001N2 .C8!A+0] /GM°n.03 •C5S0•.02 /CfiS0•.02 N[W9a Ca.z 5 G+2 CS.2-02 •2C2 Ge Ca•2 G tl] G•S tl+2 G+S 2 f6+1 G•2 CN3 L9+5 CS•2 G+2 CS•2 U+S Ia, 0.110 D e e 10 e e e 10 a 10 m 10 10 l0 +o to 10 to m 10 1D m m 10 10 'ub plvk r•0 e+0 0+8 a+0 r•0 bB MB 0+8 r+6 b9 Bw O+B r+B B+B a+0 0+0 aW e+B 0+0 B•B B+B e•B ew bB 0.1D a+10 0+ 0 B+fO p+10 9+1a 8+10 9.10 W¢ PwuN .Tevl-0 0 IT W VYSIII Gw Gw UN C6N Gw Gw CSw CSw Uw Gw G5.2 Cb2 G•x Gw Cb3 G•x G, mo JamO e e e e e e e e e e e e a e e e Not available in mesa sizes Pm % a.> r.a r.e r.e r.e r+e ne 7+e ae r.e r.a ].e r.e r.e 7•e r.e 21!p Pres[w[ .Nz1g12 .7]J/-r>J .aao/-0flo •EAD/ 0 $Y MCW60 GN GN C5+8 CSw G+3 Gw CSq G•3 G+S G•x GN GN Gw Gw CS• CSw m, Do J b e a e a e e e e e e e e e e e e plgtll 6+7 +e 7b .a 7w I ..e I ne r+9 1 r.e r•e I na Ir.e r.a r.a ].e r.a cucarc 91 U - EXAMPLE ON SHEET 9 ANn SHEFTS IS & 19 FOR ASSEMBLY DETAILS. Inr: rvuvrvnvv �i�L�wr+oir.......,. ,..., .,��.---•-.-.. ...____ Straight Astragal"- ___ _..__.__. ___. Leckstile@ _._._.. _._. 90'Astragal Lockstile@ 135'aaft gal Lockstile@ Interlock P-hook Lockstlle@lamb Assembly Straight Astragal Assembly 90'Astregai Assembly 135'Astragal Heavydlstystlles Heavy-duty Stile Heavy -du stile Heavy-duty Stile Heavy-duty Stile Heald -duly Stile Heavy-duty Stile Heavyduty5tile Heavy duty Stile Standard Astragal Outside Corner Outside OutsideC0511 Corner Insi e Corner qccLJ 4r 6Vs'Th�IsI '^''ry}e� e.� 'II Inside �1 Corner Outside Inside [ok Corner Part a62(al) Part R61 Parta61 Par[p61 (Stile) Part 067(Astragal) PartN61 Pan 961 art#118(Corner Part 0119 (Out.) Part #120 (In.) parts p31(stile) t&#32 Part N61 Receiver) (Corn.&Fact Mountl NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 4- SILL. 2) WHEN USING THE 2-1W 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 90.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 3) 4', 3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' 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. OH RATIO = OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY. DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT sco47A I NTS j 7 a 22 OH LENGTH TABLE 2A: Sill Height to Max. (+) Die (Water Infiltration Re0ng) Sill Riser Nei9nt (•)Design (Flat a Box, see Preesure, psf SMet 17) Flush-l-1/2• see lrole3 Medium-31/4' •60.0 H�9n-a• +90.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH-7' OLD HEIGHT = DOOR UNIT HEIGHT-10.125' PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' 9ROOUCr REVISED eo�pOln9 wily lB[F1.rW A"" re N. 14ro9.e3 e.µwsa. al[ �»y Wr lcvwvl U (y OH RATIO T: fib.3I06 I` MPACT '�'L A. LYW MILLER P.E. " PGTO128 B P.E.966705 11 TART. F 1I TAR] F AA' 11 Design Pressure(DP) and Anchor QuanthI85 Required, (for all approved wngguredons on Sheets 2 & 3) 1 For comer aetegal enclwege on 90' or 135' comermats, see asset ll Table applies to eil'Glacs types aral Me Stile/Astegel type. an. baba. Positive (+) OP may be limited by Table 3A. Door unit Bu. w Height Be' w 6 7/8' DLO 73-]/B' DLO ]9-]IB' DLO BS7/8' Anchor ype Anchor Type Anchor Type Anchor Type 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 DoucePressure + . w 1d/SIII 11 CAN U+1 U+1 UN U+1 G+1 U+1 U+1 U+1 U+1 U+1 U+1 U+1 U+t U+1 Dmb 8 8 8 8 6 8 0 8 8 B e 0 B 8 B 8 1ook fi+] 7+8 NB 7+8 NB 7+B N8 7+8 ]+8 NB 1+8 T+B 7+8 ]+8 1+8 T+8 P... +90.0/459.5 +90.0/-160.3 +90.01-136..2 +90,0/-128 3V 2NSiil CS+2 C5+2 05+2 C8+2 C5+2 C5+2 03+2 CB+2 CSN C5+1 C8+2 CB+2 C5+1 C5+1 C0+2 C6+2 DEC,mb 8 B 10 8 e 8 10 8 8 8 10 8 8 8 10 8 book 8+9 9+10 9+10 9+10 8+9 9+10 9.10 9+10 8+9 9+10 9+10 9+10 8+9 a+10 9+10 0+10 Pressure -90,01-139.4 +90.0/430.9 +900/420 +90.0/410.8 38'dlSgl C6+2 C5+2 06+2 C8+2 C5+2 C5+2 Cea2 C8+2 05+2 CS+2 C8+2 C8+2 C5+2 C5+2 C8+2 O}+2 Dmb B B 10 B 8 8 10 8 8 8 10 8 8 8 10 8 3ook 9+B 9+10 silo B510 8+9 s+tD 8N0 0+10 B+8 9H0 8N0 silo B+e IIHO BNO eN0 Pre..oe +900/425.5 +90.01-117.6 +90.01407.3 +90.01-9a7 4T u' , Head1581 C5+2 G5+2 C8+2 C6+2 CS+2 C6+2 CB+2 CB+2 C6+2 C5+2 C6+2 C8+2 C5+2 C5+2 C6+2 Cfi+2 '''s. DLO Jamb It 8 10 8 8 8 10 8 8 8 10 B 8 8 10 a P-wok B+8 9+1D 9a10 silo F. ONO 5+,. D+fO 8+8 BNo eHo a+t0 8+B 8+10 9H0 silo Dealgn Pressure +90.0/-715.7 +90.0/-108 +90.0/-98.2 +90.0/-00 48' 41- HOad/S91 C5+3 C5+3 C8+3 C6+3 U+2 05+2 06+9 C8+3 C5+2 C5+2 C8+2 Ce+2 C5+2 C5+2 C8+2 C8+2 DLO Jamb 8 e I t0 B 8 8 1 10 1 8 8 8 10 a 8 9 10 8 P4fook 8+9 9+10 9+10 9+1 8+9 9410 8+10 9+10 6+9 6+10 9+10 9+10 6+9 9+10 9+10 9+10 Drips Pressure +83/43 +7L2/.77.2 +698/-699 -a.B/426 w 4P Head/SIII U+2 C4+2 C5+3 C5+3 01+2 01+2 C5+2 C5+2 C4+2 U+2 C5+2 C5+2 GN2 U+2 Cat. U+2 OLO Jamb B 8 8 8 8 B a 8 8 8 8 8 8 8 8 8 P4vck BN AB ]+B ]+B 7+8 7+8 7+8 7.8 F+a 7+8 7+8 7+B 7+8 7+8 7+8 7.8 Design Pressure +79,21-19.2 +73.3/-7d3 +66/46 +58/48 w 63' Head/Sill U+3 U+3 CSp CS+3 U+3 U+3 C5+3 C5+9 U+2 U+2 CS+3 C5+3 C4+2 U+2 U+2 C4+2 DLO Jamb 8 8 a I 8 8 8 b 8 6 a 9 B 8 8 8 P+ k 677 7+0 T.B 7+8 T+8 7+8 7+8 7+8 1 1+8 1 7+0 1 7+8 1+9 T+e 7+8 ]+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH - 7' DLO HEIGHT = DOOR UNIT HEIGHT -10,125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+)fesign (Flat er Box, se0 Pressure, Pat Sheet 17) Flush-l-1/2' see .1.3 Low -24/2" +46.67 Medium -3-1/P +E0.0 High-4' +90.0 SEE NOTES 1-3 OH LENGTH OH RATIO 2 1 OH RATIO = OH LENGTH OH HEIGHT NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 DP IS 60.0 PSF MAX. WHEN USING THE Jr SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4 , 3A14" AND 2-11T SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND 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 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. Interlock P-hook Lockstile 0 Jamb Stralght Astragal Assembly LocketlleOr Straight Astragal 90'Astagal Assembly Lockstlls@ 90'Astragal 135°Astragal Assembly Lockstile@ 135°Astragal Heavy-duty5tlles Heavy-duty Stile Heavy-duty Stile Heavy duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal �q� Outside Comer ,�..I'�eaf•Lt'J—JIL Outside Corner Inside Comer Ines„ e Carne Corners Corner ��1s----�� Inside Corner I I Part 961 (>a) Part#61 Part p61 Part#61(Stile) part#68(Astragal) Part#61 Pan NI (Stile) Part 9118(Corner Deceiver) Part#119(Out.) part p120 (In.) Pad #61(Stile) Parts#31&#32 (Corn.&red Mount) Part#61 caRr. ocAurnrsase I stxtaw I NTS1 S a22 I PGT0126 v` A. LYNN MILLER P,E. P.E.# 58706 NOFRAME 7`8"P-HOOK ANCHORAGE CONSISTS OF: SEE"C5'CLUSTER SEE JAMB (7) P-HOOK ANCHORS, SEE'C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 "CS' SPLICE .. REQUIRED Q (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL " DETAILS, SHEET 10 FOR "C6" NOTE, EXTERIOR PLANE SEE TABLE 2, SHEET 7 REQUIRES SHEET 10 FOR INTERLOCK ) 24" MAX. O.C. INTERLOCK THIS SHEET POCKETS AND 60"NOM. CLUSTER, SEE SEE POCKET (g)p-HOOK-______ PANEL WIDTH DETAILS, SHEET 11 * _ x / 6"MAX. JAMB MOUNTING xzx* *x * x� INSTALLATION, ADAPTER s°MAX. i x x x x* x * * THIS SHEET ANCHORS MIDWAY a^MAX ° & SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF `^ ANCHORS &AT 3" \ OI *=FRAME ANCHORS 1 FROM TOP & x 0 �p ANCHORS 96' (TOTALS �"'.. 1a^ * BOTTOM UNIT 21^MAX. ANCHORS) 4.051" MAX. O.C. OC "MAX MAX. TO OPENING Iy2 4-1 14"MAX O.C. O0=P-HOOK HEIGHT PERJAMB EDGE OF POCKET SEE p JAMB x� o� C ANCHORS x (SEE INSTALLATION 7J DETAIL i ® 'Jc °°� DETAILS &'Kc, � o=p-HOOK BELOW) END PANEL SHEET I4 & PART � ®� 1O. 71 MOUNTING ANCHORAGE DETAILS'J'&'M, a'MAX. ADAPTER " �) 24" MAX. (2 ANCHORS) SHEET 19 FOR i I U—F ANCHORS O.C. P-HOOK L____ d•MAX - ' x x x x x x xxx* END PANEL ANCHORSEND PANEL ANCHORAGE ANCHORAGE `� * x x xxx**z x * * 6'MAX ANCHORAGE (SEE �•.2' (SEE SKETCH BELOMn �.E �•� �•� "2' SKETCH BELOW) 2 CENTERLINE Mo., TYP. 2 2' ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04' 24" MAX. EXAMPLE: 5-PANEL. 2 TRACK, 90" OUTSIDE CORNER - oXXMO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60' x96" NOM. PANELS, ANCHOR GROUP 31N CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6' SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 ANCHORS MAY BE ADDED 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 13, SHEETS 63: AS NEEDED TO ALIGN THE EXiERiOR HEAD OR SILL IFA SPLICE 60' CENTERLINEOF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21• ET OCCURS AT THE P-HOOK. NOM. INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX PANEL SEE'C5'CLUSTER ASTRAGAL LOCATION. PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. WIDTH DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' O.C. MAXIMUM. FORINTERLOCK ANCHORS AT THE MIDPOINT OF PANELS ONLY5.64" umaMHx¢Mn Ue ibrtle F NEXT ANCHOR M*im¢GJe A«<Pn«<rvo[L SL .oj "+2°ANCHORAGE REQUIREDIFTHE O.C. DISTANCETOTHEORS ARE CLUSTER IS OVER 29", OTHERWISE ANCHORS ARE NOT } Aq b.m * 3.5° F REQUIRED AS PER THE FIGURE AT RIGHT: 6"MAX. 'L� ;l LM CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21"MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR F2 ¢MM CaY<I OFPANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES. SHEETS 6-8. SEE TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ANCHOR PAIR ^+2" ANCHORAGE END PANEL REQUIRES SEE°C5"CLUSTER CENTERLINE CENTERLINE `) ^CB' CLUSTER. SEE OF DETAILS, SHEET 10 ANCHORAGE • OF DETAILS, SHEET I I FORASTRAGAL I~ (2ANCHORS) g• INTERLOCK ASTRAGAL 4,051" 3.5" I_ MAX. _ —I� • • • I , cr �1 CENTERLINE CENTERLINE I� CENTERLINE EXTERIOR V '+2'ANCHORAGE 'V2'ANCHORAGE OF PANEL 3 OF PANEL OFPANELS r,D. SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS twee c+< o.w+. • 1=. , @ ?v. . o. 10707ECRNOLoovor6vE ANCHORAGE SPACING .&EXAMPLE PLANS H VEMCE R. W75 plf)-1 7m SERIES 670ALUM. SGD-NON-IMPACT JR WRO/t4 fEPL OFAtrtH lTd199 ® SGD6)0 NT$ 9 a22 n�• PGTO128 B A. LVPEA5805•P.E. STRAGAL OR SPLIC OCATION ASTRAGAL OR I (FOR SPLIICt INTERLOCK —IF NE INTERLOCK�I CONDITION, CENTERLINE I CENTERLINE C6"CLUSTE 7" 7 CENTERLINE —1 3.5" H— LOCATION EXTERIOR 4' 7• E%TIEn'IRI00. 1 O.C. InI V V 6' MAX. SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5,64" .00K Ca) ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK ER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER F 2"TRACK FRAME JAMB I. -C4-) ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED, "C6') ANCHOR PAIR 8' MAX F 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6' DIAG. FRAME JAMB INTERLOCKIF NEEDED INTERLOCK{ CONDITION, USE INTERLOCK -CIF NEEDED EXTERIOR PAIR CENTERLINE I CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE 3 5. 2.04' 3.5' 3.5" — 7' ANCHORS MAYBE INSTALLED c I 21" EITHER IN THE EXT. OR INT. 2.04" 4"DIAG. MAX. TRACK(INT. SHOWN) t8. 4.08' O.C. 1 2.04' 5,64" NOTES: 1. ALL DIMENSIONS SHOWN e%T�elaloa 7• E%rInE�Iwoa 7" 4" DIAG. EXTI1ERICa 3.5' ARE BASED ON MIN. `� 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL 63.6"" MAX. ALLOWED. P ASTRAGAL OR INTERLOCK Cot ASTRAGAL OR INTERLOCK (a1 ASTRAGAL OR INTERLOCK 2. FOR HEAD OR SILL SPLICE (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER f 3-TRACK FRAME JAMB LOCATIONS/ANCHORAGE AT ANCHORS ARE REQUIRED,'Ce) ANCHORS ARE REQUIRED, "CS") ANCHORS ARE REQUIRED,'C6") ANCHOR PAIR P-HOOK SEE SHEET 9. ASTRAGAL OR SPLICE LOCATION (FOR SPLICE FOR SPLICED L. ASTRAGAL OR ASTRAGAL OR CONDITIONS ONLY: VWeo INTERLOCK —I IF NEEDED INTERLOCK '-I (CNDITI N, INTERLOCK CONDITION, DO NOT ZZ-P1yI.g.ab�po&IL I CONDITION, USE USE THIS DETAIL) SPLICE LOCATION bwit.pG CENTERLINE _ CENTERLINE "06" CLUSTER DETAIL) CENTERLINE IF NEEDED Aa ..c.N.X-0!03 R EXTE'7a1a v 4-TRACK FRAME HEAD/SILL A ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') EXTVnERIOR 3.5' *3.5" p easL_e:4'DIAG. 2.04" 4' DIAG.4" V 5.37"DIAG. 4.08".111 14- XTERIOR 3.5 4-TRACK FRAME HEAD/SILL V .. 4-TRACK FRAME HEAD/SILL -_ A ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5') eFttr. oEAULN. reazvs Co3 ASTRAGAL 0R INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'C6") WITH 8 WITHOUT SPLICE CONDITION sGu I NTS 1 10 m 22 A. LYER P.E. P.E,#5 P.E p SEl00 4° 2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04" NOTES: INTERIOR INTERIOR 1. T. ALL DIMENSIONS SHOWN 4' DIAG. 4"DIAG. 894' ARE BASED ON MINIMUM 6.12' 6.12, 3.5" 3.5' ALLOWED. INTERIOR INTERIOR INTERIO INTERIOR 2. DETAILS DEPICT ANCHOR 91 3. 90° ji:::TEj.� 1 ° EXTERIOR 1 QUANTITY AND SPACING, EXTERIOR AND WOULD BE IDENTICAL 4"DIAG. 4-DIAG. FOR EXTERIOR OR INTERIOR 1 —I 3.5' 2.04- J EXTERIOR 90°CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C' 4.08" t�— 4' INTERIOR T CORNER CONFIGURATIONS. 4° 3.5" 3 EXTEMR T EXTERIOR 42.04" 7 2.04' EXTERIOR 2.04' 8.94" 90°CORNER 135° CORNER 135°CORNER 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL (USE WHERE 5 ORB CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5OR 6 CLUSTER CENTERLINE ANCHORS ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6') f OF PANEL 42"ANCHOR ERIOR INTERIOR 4.06" '+1"ANCHOR 2.04' INTEROR �. 7'414' OIAG. 90°CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) IUTRaIna �i 6.12" H 40�� 5.37" G AG. EXTERIOR 7" 4 2.04' 4" EXTERIOR INTERIOR 90° 4' 3.5" 7" 6.12' + } 4-DIAG—.\ '\ I Itr 1 1 8.12" �—�I 3.5" 4' EXTERIOR T" 90° CORNER 4-TRACK FRAME HEAD/SILL ("28' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 3-TRACK CORNERS) INTERIOR 5.88" \ .� 4"DIAG. .� 3.5' EXTERIOR 4' ALL 4-TRACK CORNERS) CERI. DFANHA2819B I CENTERLINE EXTERIOR t f OF PANEL "+3" ANCHOR CENTERLINE 2 04" 4 OF PANEL 4" DIAG. INTERIOR ON '+2"ANCHOR °3.5' EXTERIOR ALL IL-'11 VIEWS T' �7 CENTERLINE �—OFPANEL 4" DIAG. 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT 2.04" T9 5 12" 3.5' aaplTl^%ailh Mx FloMa I CENTERLINE A.epr.. no /!-e6�5•e� r OF PANEL Egi�rw wn 4I"Iv .04" EXTERIOR 3.5' 204' `CENTERLINE I OF PANEL 4-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) C f6 ANCHORAGE, EXAMPLE CLUSTERS SERIES 670 ALUM. SGD - NON -IMPACT L j . ALYNN MILLER PE. 5aa NT$ 11 a 22 POT0128 B P EA 58705 STALLATION DETAILS EDGE DISTANCE: SEE TABLEQA, SHEET 1 EXTERIOR 2-1/16"• M, r MAX, 1 SHIM E TABLET, SHEET 1 L/ ZXWOOD WOODAN H CHORN TES' TYP., SEE WOOD /WOOD ANCHOR TYP., METAL TYP., ISMS ANCHOR TYPE NOTE 3 ANCHOR SEE ANCHOR NOTES' NOTE 3, ANCHOR L SEEANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3. SHEET 1 &TABLE A. SHEET 7 NOTE 3, SHEET 1 8 TABLE A, SHEET 1 NOTE 4, SHEET 1 8 TABLE A, SHEET 1 .®2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME w WOOD INSTALLATION B®w WOOD INSTALLATION G®w METAL INSTALLA WOOD ANCHOR TYP., 2X WOOD WOODANCHORTYR, 2X WOOD EMS ANCHOR TYR, SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES &TABLE A. SHEET,NOTE3,SHEETI &TABLE A, SHEET NOTE3,SHEETI &TABLE A. SHEET SEEANCHOR DTE 5. SHEET 1 (1/4' MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 1l4" MAX. EXTERIOR F SHIM E%TERIOR a r1 1—I IiI11wil-4 T a l EXTERIOR 2-1/16"' EDGE DISTANCE:] SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR SEE ANCHOR NOTE 5, I NOTE 5SHEET SHEET EXTERIOR EXTE IOR 2-1/16"' 2-1/16" EDGE DISTANCE: I _ SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 3JRACK FRAME SILL w WOOD INSTALLATION 4-TRACK FRAME SILL Pw METAL INSTALLATION EMBEDMENT:SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4' 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. METAL TYP., SEEANCHOR NOTE 4, SHEET 1 DIAGONAL O.C. JS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A. �I I EDGE DISTANCE: Room 1 i¢V a SHEET SEE TABLE A, Ica.»tl�m<fti,e, EMBEDMENT: SEE METAL TYP., SHEET ¢ap,wM. Ar TABLE A, SHEET i OR EDGE DISTANCE: SEEANCHNOTE 2X WOOD EDGE DISTANCE: 2X WOOD SEE TABLE_ A, 4, SHEET uolSHEETI Nf�y Y C TYP., SEE ANCHOR SEE TABLE A, TYP., SEE ANCHOR NOTE 3, SHEET SHEET 1 NOTE 3, SHEET 2-1/16" SMS ANCHOR TYP., 2-I/18' • SEE ANCHOR NOTES WOOD ANCHOR NP., & TABLE A. SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN. OF 3 &TABLE A. SHEET SEE ANCHOR NOTES THREADS O &TABLE A, SHEET EXTERIOR BEYOND THE by :3NNA,f,, j EXTERIOR EXTERIOR 7� METAL `s .� yaO, ..-s.. e,, ` 'S�• '" V 1/4- MAX. SHIM T7 V 1/4" MAX. SHIM —� I-� V SUBSTRATE e : 1 /4" MAX. SHIM I-� ; .h ;' _ ho.- - 2-TRACK Gw WOOD FRAME JAMB 3-TRACK INSTALLATION Hw WOOD INSTALLATION FRAME JAMB 4-TRACK Iw METAL FRAME INSTALLATION JAMB ,A = `( 6 15roTECNNaacrORnE ANCHORAGE DETAILS N VEMf{ftJIDS SERIES 610 ALUM. SGD-NON-IMPACT 1, IN i A CVNNMIL ER, P E. JRY O 14 CERT.OFAU1N LHdK ® SGDBM NTJ 12 dll' p(iTDi2Q B PE 058M5 INSTALLATION DETAILS EMS SJABLE A.SHEET I EMBEDME SEETABLEA,SHEETI NOTES' EDGE DI AN E GE DISTANCE: CONCRETE EDGE DISTANCE: SEE 1. ALL DIMENSIONS ASE A SHEET, CONCRETE SEE TABL AS t CONC TE SEETABLE A, SHEET, HOWN ARE BASED PER TABL PERTABLE PER BLE A, SHE 1 2- 6 -1/16° A. SH ET 1 2-0/18" • 1/C MIN ALLOWED. a A, SHEET ' D Go O C IS TERIOR :11,r �J T _ 1 T• 1 T- - Y SHIM MIN '(HEAD &SILL) MAX. ,.e ., ....,'•.�� TABLE A. I � �' -_ CX MAX SHEET, MIM SHIM OPERLY SECURED iX CONCRE ANCHORTYP., PROPE CONCRETE ANCHOR TYP., N BUCK TYP., SEE SEE HOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& 4CHOkNQXQ. SHEET 1 LE A, SHEET 1 ANCHOR NOTE 3, SHEET i TABLE A, SHEET 1 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD Ac CONCRETE INSTALLATION 0 CONCRETE INSTALLATION Ll PRUPEHL ED 1T�€[.OR X y¢ONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE L SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 S4-TRACK FRAME HEAD Cc CONCRETE INSTALLATION I CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET I ANCHOR NLOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I EEANCHOR SEEANCHOR SEE ANCHOR 5E;� NOTE 6, NOTE 6, 1 (14- SHEET' SHEET1 1 SHEET(„4•MAX.) - 1 (,/4-MAX.) - 1 EXTERIOR T EXTERIOR EXTERIOR a 2-1/16 a 2-I/i6" �2-1/lw' y— ' CONCRETE PERTABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET, A, SHEET, EMBEDMENT: BEE TABLE A, SHEET, A, SHEETt EMBEDMENT: SEE TABLE A, SHEET, S2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL oc CONCRETE INSTALLATION � CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET 1 �I EDGE DII STANCE: ITuvucrREVIWD I yHy.hLde NoA6p _1 EDGE DISTANCE: PROPERLY SECURED • SEE TABLE A, Avep,.en N. 14-06 .-3 EMBEDMENT: SEE CONC./CMU ANCHOR TABLE A, SHEET, �i SEE TABLE A, IX WOOD BUCK TYP., .I SHEET 1 E.pMNe. D.I TYP., SEE ANCHOR SHEET, SEE ANCHOR NOTE 3,,.;� PROPERLY SECURED • EDGE DISTANCE: NOTES&TABLE A, SHEET, ,�-1,—L A4ts/RW'1'ma•ncm IX WOOD BUCK TYP., SEE TABLE A, SHEETI •' p_iry6^• SHEET 1 SEE ANCHOR NOTES, GDNC./CMU ANCHOR '.12-1/i6" SHEET 1 '' I TYP., SEE OA, CONC./CMU ANCHOR 2.1/16•• PROPERLY SECURED NOTES & TABLE -� TYP., SEE ANCHOR E WOODBUCKTYP., SEE ANCHOR NOTE S SHEET, CONCRETE .,' CONCRETE NOTES 8TAEEA, SHEET, OR CMU "�OR CMU - EX RIOa SHEET, CONCRETE PER TABLE EXTERIOR PER TABLE ��,. owl .� O OR CMU EXTERIOR II''11 PERTABLE A, SHEET 1 I��1I V A, SHEET i p. �' V7/4•MAX. SHIM +�h— 1j A, SHEET 1 1/4" MAX. SHIM 1/4' MAX. SHIM 4� 5 -' CONCRKFRAME JAMB CONCRE3JRACK Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU E/CME JAMB 4-TRACK INSTALLATION Ic CONCRETE/CMU FRAME JAMB INSTALLATION _ 1pro rECNNoi.ocroRr.E H YENICE. RJl3)5 ANCHORAGEDETAILS °` /pprwnl4ap SERIES 670 ALUM. SGD-NON-IMPACT ,SS �"••^�' ® �' °' o.w.ru • �B A. LYRR1.h1LLEIi, P.E. JR O2aaw CERT.OFAVM.1N2p8 SGDO)0 NTS 13 .22 PGT0120 RE.J$8705 FRAMEJAMB I REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET P-HOOK MOUNTING ADAPTER WATER Oo o WOOD ANCHOR TYP., INFILTRATION SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET I SEE TABLE A. (ALSO SEE TYP. SHEET 1 28 ILLUSTRATION, SHEET 9) DISTANCE: SEE TABLE A, SHEET EMBEDMENT: l-% I Eu ERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., p{{OOK SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE OR (ALSO SEE TYP. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEETI EDGE DISTANCE P-HOOK FOR USE WITH FLAT SILL RISERS PARTS #18, #20, #22 OR #24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN. (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEE ANCHOR P-HOOK MOUNTING EMBEDMENT: SEE CONCR TEOR NOTE 4, SHEET I; ADAPTER SMS TABLE A, SHEET CMU P. TABLE MIN. OF 3 THREADS ANCHOR TYR, SEE A. SHEET I SHEET BEYOND THE METAL ANCHOR NOTES SUBSTRATE & TABLE A, SHEET I (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, rl SEE TABLE A,' EMBEDMENT: SHEET9) SHEETI SEE TABLE A, E DISTANCE: SEE SHEET1 A TABLE A, SHEET 1 2.693' MIN. EDGE ('• DISTANCE CONC./CMU ANCHOR TYP.,SEE 25 ANCHOR NOTES & TABLE A, SHEET 1 1-1/4' MIN. EDGE DISTANCE a EVERTOR jj P-HOOK MOUNTING ADAPTER CONCICMU .c ANCHOR TYP., SEE ` ANCHOR NOTES & TABLE EMBEDMENT SEE A. SHEET TABLE A, SHEET 1 (ALSO SEE TYR ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS Jc PARTS #18, #20, #22 OR #24, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN. (SEE TABLES IA, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION EMBEDMENT: SEE TABLE A, SHEET P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 (O SEE TYP. ILL1UALSSTRATION, SHEET 9) 2_ 1-1/4° MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., / SEE ANCHOR NOTES J & TABLE A, SHEET 1 E%TERIoa n V PANCHORONC./CMU ANCHOR TYP., SEE F2.193MIN. E E%tealoa (ALSO SEE TYP. 2.693' MIN. ANCHOR NOTES & TABLE A. SHEET 1 V ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS 919, #21. #23 OR #25 Kc PARTS #19, 021, #23 OR #25. METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ( SEE TABLES IA, 2A&3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY sG"m I NTS 1 14 • 22 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEET ARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE, TABLE A, SHEET 1 FOR ALLAPPROVED SUBSTRATES. 3. SEE TABES 1-3. SHEETS "FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. A a No. n?TG5 A LYNN MILI£R, P.E. P.E O M705 MAX. UNIT WIDTH MAX. UNI' MAX. NOM. PANEL WIDTH DLD TYP. PER TABLES 1-3 SHEET iB; INSTAALLLLATTIONION HEADER AWIDTH IrrrERIOR -1 DETAILS'AW &'Ac', EBTEROR SHEETS 12 & 13 1 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL712'. TYPE as, 'AS' TYPE SHEET iB&CORNER 'A' NOM. W T NIT ANCHORAGE SHEET 11 MAX. U MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL PANEL WIDTH TYP I DLO PER W', SHEET 19 HEIGHT � HEIGHT TABLES SEE PER to EXTERIOR INTERIOR NOTE 2 TABLES 13 JAMB DETAIL'G3', SHEET X % AL x 16: INSTLATION DETAILS 'GW & AL SHEETS 12 & 13 `/— 90° SILL DETAIL'D', SHEET 18; J INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX 'DW &'Dc', SHEETS 12 & 13 a10 X 1-112" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL S DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT =DOOR UNIT HEIGHT-1.866" 1" MS nroa�A�inq,vlrY the ibM1lq nwtin¢ tale AnNrun No /c-acz5-oj NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHORTABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. ' 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER OP/ANCHOR TABLES. n,s ravorEcnuocoorowtE ANCHORAGE DETAILS /EXAMPLEELEVATIO."'� »- �rV� ggq31Yl5 SERIES 670 ALUM. SGD - NON -IMPACT r u,u A LYNN MILLER P.E. jR pj2d/q ctaT. oraurR a9zea ® Saaalo NT$ 15 a 22 P0T0118 B P.E#sa105 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 1 SHEET 19 OPERABLE JAMB DETAIL'G3%SHEET 18: ��'M', '� I INSTALSHEETLATION DETAILS'Gw' &'G6, SHEETS 12 & 13 //))�('� HEADER DETAIL'A', SHEET 18; MAX.L JAMB DETAIL'G3', SHEET �SIHEET 18; NSTALILATION DETAILS'Gw' &'Ge, DETA LS�L1' 8 B�INSDER TALLATION DETAILS L2, SHEET 19 'AV/ &'Ae, SHEETS 12 & 13 SHEETS 121&; DETAILS 8'Ac'_ 7FT �WTYR� ��GW &SGC!, SHEETS 12 &LATION DETAILS SHEETS 12 & 13 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA NOM. UN HEI6 PANEL WIDTH TYP. / / PE MAX. PER SEE TABI DLO TABLES 1-3HEIGHT NOTE 2, N, SHEET IS a a 0 x MAX IINIT WIDTH SEE FRAME 8 PANEL CORNER CONSTRUCTION / E%TE IOR INTERIOR PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE'M', SHEET19 TANE CS''OS' K Mom'UNIT 90°OUTSIDECORNER HT NOM. HEGHT DETAIL'N1', SHEET 19 8 SILLDETAIL D',.SHE18 I CORNER ANCHORAGE ES WIDTH SEE TABLES SHEET II INSTALL DLO PER NOTE 2, 1-3 INTERIOR DETAILS HEIGHT TABLES 13 SHEET 15 'Dw' 8'Dc' EXTERIOR NOM. PANEL SHEETS 12 JTLL &13, x WIDTH TYP. ( ` �_ X PER TABLES I I13 MAX. UNIT WH IDT SILL DETAIL'D', SHEET 18: EXAMPLE: OXXX INSTALLATION DETAILS MAX. UNIT WIDTH DETAILS SHEET 15 2-TRACK 'DW &'De, SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL IV, SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'Iw' & 1.2, SHEET 19� ,'1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13l HEADER DETAIL 1 1 JAMB DETAIL'H2'. SHEET P-HOOK DETAIL'J' 8'K', SHEET IT, SHEET 18; 18: INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION 'HW &'Hc', SHEETS 12 & 13 'Je,'KW &'Ki, SHEET 14 DE SHEETS 12 & 13 DETAILS'Iw' 8'Id, SHEETS 12 & 13 SHEETS 12 813 MAX HE F TA !� MAA. UNII WIUIH PANEL PANEL PANEL TYPE TYPE TYPE L, .M. ,F�UNIT TA NOM.GHT /WIDTHTVP.ILES PANELER / SEE PER / 3 DLO NOTE 2, TABLES iJ HEIGHT SHEET 15 L a b � O X X x EXAMPLE: OXXXp SILL DETAIL'S', SHEET 18: (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS n 'EW &'Ee. SHEETS 12 & 13 r- MAX. UNIT WIDTH --�I PANEL PANEL PANEL TYPE TYPE TYPE 'M' 'FP' FPANEL MA NOM. ON PANEL HEIC WIDTH TYP. / PE SEE MAX. PER TABI --NOTE 2. DLO TABLES 13 1- SHEET 15 HEIGHT O C T HT ES EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fc', SHEETS 12 & 13 saoa'a I NTS 1 16 a 22 1 PGTO128 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'CW &'Cc, SHEETS 12 & 13 J'K A LYNN HILLER P.E. RE N UT05 PANEL'S RIGHT STILE TYPE PANEL INTTINGLE ERLCK SINGLE INTERLOCK FIXED ABOX BOX CUTASTRAGM ASTRAGAL IN 90 LOCKSTI E9INTCORNER 0 LOCKSTILE 90 RECEIVER 135 RECOVER 135 RECEIVER TYPES OUT IN STILE IHMDLE WI HANDLE Box OUT BOX OU IN BOX IN W/HANDLE WIMANDE W/HANDLE WIMANDLE WIPoWDLE WIHANDLE W/HANOLE piM p119 1151 X116431 6ERLO N EUTourfSINGLE PP KE TR TQ TC iF TV TW �-F INTERL CK � B E P A C C lC SQ SC SV SW IN IIA'IXPI/T OX"m FXE FIXED RR R S S FD FC FV FW NDT9�D �%M LOCX3rILE W/HANDLE D � 9i J J /LEIM dASTRAGAL BOX o / R L PANEL NOTES: } W/HANDLEur OXX 1. SEE DP TABLES 1.3. SHEETS 6.8 FOR PANEL ASTRAGAL A/ IY H- '0 SIZES S DESIGN PRESSURE. RIGHT Il.l BDx IN wI HANDLE ("OR. LEFT 111NTERIDR 2. PANEL TYPES NOT SHOWN OR CROSSED OFF PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ERIOR ANDA FE% ASTRAGAL T u STILE STILE (� BOX❑ mmtw f2`0M STRAGAVAILABLE. 3. 90' ASTRAGALS TO USE HEAVY-DUTY STILES (#61), CORNER RECEIVER (#118) AND EITHER PANEL SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER STILE/ASTRAGAL REQUIREMENTS. ASTRAGAL T / / LLI =j BDX IN fir" rao.YM V 2a%M AB APPLICABLE ASTRAGALS. -i 4.135°ASTRAGALS TO USE HEAVY-DUTY STILES CORNER 90 LOCKST'LLE RT CI (#61)AND CORNER ADDON (i131). J w WI HANDLE p12 ,� 2... SILL RISERS OPTIONS z32" EX CORNER Z d 99 LOCKSTILE* WI HANDLE p119 QT QS �11-�.232 E%TERIO)�� EXTERIOR .OBY �1'� EXTEROR j 232 EXTERIOR �] .pgY a J. 062' `r y 4055' 3.305' MOOUCf REVIEEO a a E%T CORNER #61 90 RECEIVED WIHANDI-E p118 CT /'� CS 2.555" msylyingviOMROMg 156]062 + I��L IwLinR CMe INTCORNER p61 90 RECEIVER W/WINDLE AT AS DF ___LLL Aaeptvn No -OLZ � Eapirwla fYle S Exr cDRNER #118 90 RECEIVER -1J" ilfil /� liF nSILL RISER FLAT' SILL RISER, FLAT SILL RISER, FLAT SILL RISER FLAT FLUS 20 LOW. 2-1 /2" 22 MEDIUM. 3-1/4' 24 H16�_4' v1 F--- .750' '1 1� ]60 EXTERIOR I I _111 ]60- EXTERIOR .062" EXTERIOR 1 EXTERIOR ,Mr. a a a .062' a 4.055' 3.305" 062' 2.555' p p I 1.581" I. i� E%T CORNER W1 135RECEIVER WIHANDLE Zi 1 /i ip I VS VF INTCORNER p31 35 RECEIVER WI HANDLE 1 WT WS WF i SILL RISER. BOXP 21 SILL RISER, BOX SILL RISER, BOX SILL RISER. BOX 19 23 25 FLUSH. 1-1/2' LOW, 2-1/2' MEDIUM, 3-1/4- HIGH, ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 roro TEafnroLoorDwvE PANEL TYPES `: ALYNNMILERPE. P.E45BT06 N' N VEWCE a 9�5 (9H}1 lmRIT CFAT.OFAUTH RnTBB SERIES 670 ALUM. SGD - NON -IMPACT JR 02Z1U1! ' SGDB)0 NTS °i"^M° 17 .22 PGTDI2B B r-SS2 " DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) r� ^ 66 FULL PANEL JAMB LENGTH tab V OF JAMB 5 G1 fio OR et 2-TRACKJAMB 2-TRACK JAMB (SHOWN 6•LOONG CLIP #105 WITH OPERABLE 165 W/RETAINER#106 PANEL) MIDSPAN (SHOWN WITH FIXED PANEL TO 01�EXTERIOR 103 it3 aCSK U]6i1 THE INTERIOR) V ,DEXTERIOR 15 ® 112 E ]--TRACK JAMB 2-TRACK JAMB :LIP #80 OR 4106 5t W/SCREEN N/ RETAINER #123 SHOWN WITH :IXED PANEL TO FHE EXTERIOR) 53 I'l , ,I-ERIOR SEE DETAIL G1 FOR FIXED PANEL CLIP SEE DETAIL G2 FOR FIXED PANEL CLIP IDE%TERIOR yEXTERl0R� E v -1 EXTERIOR - V 3-TRACKJAMB *®(SHOWN WITH OPERABLE PANEL) 3-TRACK JAMB ®(SHOWN WITH H2 FIXED PANEL TO 4-TRACK JAMB ®(SHOWN WITH It FIXED PANEL TO 4-TRACK JAMB 12 (SHOWN WITH OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) \%\.J'w E%TERIOR EXTERIOR ERIOR 53a a SHOWN WITH 2-TRACK W/SCREEN 3-TRACK HEAD 4-TRACK FRAME HEAD MAX. UNIT HEIGHT PER v ��ojMpFy�y OPT. SCREEN FRAME HEAD TRACK FRAME TABLE51-3 •.tll�0ou. E�Pi�wYe 0.h 53 52 51 69 }20R ]3 EXTERIOR trR �R 69 Tw6 ]20R EXTERIOR ]3 �6 6� -6 69 �5 a EXTERI a 2-TRACK W/SCREEN G FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 13, SHEETS 6-8 FOR OP (PSF) ASSOCIATED WITH STILE. 3-TRACK E FRAME SILL 4-TRACK F FRAME SILL SGMM NTS j 18 a 22 I PGT0128 ASSEMBLY DETAILS (SEE SHEETS 1�2-14 FOR FOR INSTALLATION DETAILS)2] 83 ]fi 4 INTERIOR 61 113 118 ch 3 11.. EXTERIOR VV P-HC �L V EXTERIOR f EXTERIOR a INTERIOR 90° 90` INTERIOR EXTERIOR 600R 61 INTERLOCK BO 60 fii gi 118 5 113 113 ,R. EXTERIOR FL vv vv 6] EMERIOR 80 113 103 119EXTERIOR ] STANDARD ASTRAGAL # H -DUTY 3GAL CORNER 90' INSIDE S ITEM(HEAVY-DUTY u WRH STANDARD STILE9 60 WR' HEAW-DUTY TILESB7161 N1 2-TRACK SHOWN N 2-TRACK SHOWN STILE) SHOWN, ITEM #SO SHOWN, EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE)ALSO (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 1-3, SHEETS" FOR DP (PSF) ASSOCIATED WITH Q INTERIOR STILES. RIODUCf REv16Ep ERIOR fi3A«,Mu�o //6-oL2jj.03 RIOR432 J135' W135' 11 5LOCK PART 31 10�II EXTERIOR T 75a 107-11 �7 14 02 2-TRACKSHOWN 135-OUTSIDE CORNER _ti-, m 2-TRACKSHOWN I mro rEcBNaoorowvE HORIZONTAL SECTION DETAILS, CORNERS a �: P...,... SERIES 670 ALUM. SGD-NON-IMPACT A. LYNN MILLER PE Jlt 02/dUf4 — OEFT.OPAIT.— ® scDero NT8 19 >22 PGT0128 B PEA RIM I� 5.069" 8.562" I 0.080" �i 1."5. 0.081" O2-TRACK HEAD f0 4-TRACK SILL JL� (6063-T6 AL) (6063-T6 AL) 6.188" 1.211" 0,081" O2-7-RACK HEAD W/ SCREEN TRACK (6063-T6 AL) Q Q 6.552Q6" 0.0801, O3-TRACK SILL (6063-T6 AL) 6.221° 0.080' L i 1.2 1, 1.505° U0,081. O3 3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 4.49" 0.080" 1.211" 1.505" T FT7 M77,F--.4-ACK HEAD 02-TRACKSILL (6063-T6 AL) (6063-76 AL) 1.514' 260" 0.060" OFRAME HEAD/JAMB SCREEN ADD -ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062' 0.5j3�2" 1.516' FRAME SILL SCREEN 12 ADD-0N (6063-T6 AL) REQUIRES MIN. 910 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX, O.C. 0.060" 0.760' 1.990" FRAME SILL SCREEN 13 END ADD-0N (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS ® 24" MAX. O.C. 18 3-TRACKJAMB (6063-T6 AL) --1 1.36" 71 0.062" 1.019" 0.081" CSCREEN 40 STILE (6063-T6 AL) 5.0fi9" 1.045" 1.993' 0.062" 14 2 REEN JAMB OTOP (6063-T663-T6 RAIL Ay (6063-T6 AL) n 4-TRACKJAMB (6063-T6 AL) I SERIES 670 ALUM. SGD-NON-IMPACT I s m I NTS 121 122 1 PGTOf28 Imo-- 0.875" s) -n 0.082' SSCREEN 48 BOTTOM RAIL (6063-T6 AL) 0.718" 0.83" +II 2.304" 3.802" 3,802'� 0.752" 0.080" 0.752' 0.574" 1.163' 0.885' 0.062" 0 M6" r 0.062' J o.06z L j 0264' 0.233 0.075" 5 FRAME 11 SILL B6 P-HOOK fe RHOOKMOUNTING 2B P-HOOK SCREW 38 P-HOOK FOR BOX RISER SCREW COVER OTRACK O- OADAPTOR OCOVER 0.080' O (6063-T6AL) TWO 83-T6AL) (6063-T6AL) (6063-T6AL) (6083-T6AL) (6063-T6AL) t'tl 155' 2.30° 0.080' 0.830'08000 0,133. 00 .4 0^ .016" 1.974" 3125W .31 135' CORNER 32 135- FIXED MOUNT O STANDARD STILE et HEAVY DUTY STILE (8063-TEAL) (6063-T6AL) (6063-T6AL) (6063-T6AL) Imo- 1979" 0.075" 1-645" 0.125"' 6] STANDARD ASTRAGAL (6063-T6 AL) .739' -1 AD. IN� 63 ADAPTER (6063-T6 AL) 3.979" 4.125' 0.075" �j 1.050' I�� 1.050' I-"-- 1.050" I�-- 1.645' 0.0fi2" 1.304' .2J6I99 �045* .817" '849' .04�-•--- r� 0.281" 3.25" .045' 68 HEAVY DUTY ASTRAGAL BB TOP/BOTTOM RAIL ]9 BEAD(IG) Bo B 1EA0 FIXEDG 7S GiLA2 NG4 (6063-T6 AL) (6063-T6 AL) (6063-T6AL) PANEL CLIP B� (6063-T6 AL) (6083-T6 AL) 0 03" 0757" 0.080" 0.050" iB5 FIXED 0.708' PANEL CLIP 2.893" 76063-T6 AL) 1.4 0.080" .550" 0.ED PANEL 0709" 1P3 ( O R RETT AINER2.826" 0.080' -CIF--� (6063-T6AL) SFIXED PANEL ` 118 90" INSIDE/OUTSIDE RETAINER 9/16" CORNER RECEIVER (8063-T6 AL) (6063-T6 AL) 11B 90' OUTSIDE CORNER ASTRAGAL (6063-T6 AL) G_RI.OFAUM. ClDPBB SG6 m .498" 5.621" 0.133" 4" 12B 90' INSIDE CORNER ASTRAGAL (6063-T6 AL) 22 n 22 PGT0/28 1.303" 0.325° 0.062' OINTERLOCK 65 SCREW COVER (6063-T6 AL) Os fkr