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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOW SINGLE HUNGFlorida Building Cade Online; Page 1 of 3 1. �'_z cx "P '+ rw li i BCIS Home 1 Login I User Registration - Hot Topics ` Submti Surcharge Stats & Faccs Publication,Produ': r C- `c++ft ;` BttS Sate t3a➢ + Ltnlcs Search (Z'pr ,R ' USER Pub ic�PPr Oval AUG ®� 2017 .._. j L2'ei✓WOCSS Produ.•F eoval Mgr.�>1ezr rs>>APPlication Petal) t S Lucje Cc�u;tty, FL FL # FL239-R24 Mg Application Type Revision Cade Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR "Shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext2231.8 drug rk@pgti ndustries.corn • Authorized Signature Jens Rosowski jrosowsWi@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosawski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/22/2016 Date Validated 09J07J2016 File Copy Date Pending FBC Approval http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwlDquS 1 Bu8CAEm... 1/26/2017 V. 11 Florida Building Code Online Page 2 of 3 Date Approved 09/08/2016 Summary of Products FL Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLZ34 f2 SAC 1ii�G50.t)2y_pf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance &239 R24 11 L6-0505.U7.pAf (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party, Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL.739_g24�C SAC 15-0612j? 2:: f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance &Z3.9 R7.4 II:_i5 51,2, 2)an1S�f (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER ;details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239,3 SH - 600 (Non -Impact) Aluminum Single Hung Window I limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1 ib-071a.05,.p f Approved for use outside HVHZ: Yes Qualify Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL23 wfj?h_ I,) 1 i-071 5.j of (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes L?3.�R7n C Cnt�1 714,06 pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance fL239 R24 II 16-0715.06.01E (NOA) for product performance Information, anchorage Verified By: Miami -Dade 8CC0 - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) T Multi -Story Aluminum Single Hung Window — Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes j L73 24 C £ AC t -0714 7_iTMi_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance Fi_231 R24 11 16-0714. 1.. arlf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 239.E I SH - 800 (Small Missile impact) Multl-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes &739,.. R74_..Q._CAC__10-QZI 1,.07.D f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance Fi,239 R2A tE_167714.�?_r1�1P (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: s 239.7 Sk-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window fittp://www.floridabuilding.org/p.r/pr�app Bu8CAEm... 1/26/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes �i 23 rF?4 T CCAC?g1.i1 t �11 If Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: NIA Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance r'1.2.3S R24 li 15.0612.1 i 1.f4I.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems. Aluminum Single hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R24 C CAC_ja:ft(iT2.L $MI&df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance F_r39_t7._ tS Oti17.rM.ciw (NOA) for product performance Information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 239.9 SH-5400 (Non -Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f 1.:79 R2 CAC-07i4:fpcif Approved for use outside HVHZ: Yes Quality Assurance;Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL23j_R2 Ii_ji_-92L .04.pSif (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: _77239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes F1 73 3-_,13?QiJC_¢ g7i 1Q3.p4tF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FR2s9, R)4 i6 rL7t 4Ir (NOA) for product performanceinformation, anchorage VerifiedBy: Miami -Dade BCCO - CER details, and anclior type, size, and spacing information, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back next Contact_u !: 2601 Blair Stone Road, Taltahasseg Ft 32399 Phone: 850-467-1824 The State of Florida is an AOVEEO employer. Copyright 2007.2013 State of Florida, :: privacy Siaterr ltt :: Accessibility Statement f: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a publk-records request, do not send electronic mail to this entity, instead, contact the office by phone or by traditional rnail. If you have any questions, p?ease contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if they have One. The en Os provided may be used for official communication with the licensee.. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine If you are a licensee under Chapter 455, F. S•, please click h=. Product Approval Accepts! 91 Fg—,z] a:t El G6ecliz and Safe http://wwrv.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQN-\gDquS 1Bu8CAEm... 1/26/2017 MIAMI.MlAn1I-DADS COUNTY 0 DADE PRODUCE CONTROL SECTION DEI'ARTMLN-r Or REGULATORYANTI ECONOMIC RESouRr'Ir_C(RER) 11805 SIN 2455t.e,R"om 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31S-2590 F(786)315.2S99k NOTICE OF ACCEPTANV .IL QA� wwwmiamtdadc, /y�rpaamv 1ICT Industries, Ina 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 whore allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid'aftcr the expiration date stated below, The Miami -]Jade County product Control Section (In Miami Dade County) and/or the AIIJ (fit areas ether than Miami`Da& County) reserves 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 manufaemrex will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within tbeir jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building codo. This product is approved as described herein, and has been de,irned to comply with the Florida Building Code, including the high Velocity Hurricane Zone, AMSCRIPTION: Series "5S00" PVC Single flung Window — APPROVAL DOCUMENT-. Drawing No. RD-SH5500-0I titled "Single Bung Window Installation - LM", sheets I through 13 of 13, dated 05/15115, with revision A dnted 05105116, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Sectiom Nbsnix TmFACT RATLNG: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufectuter's name or logo, city, state, ntodellseries, and following statement: "Miami -Dade County product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renamm! application has been tiled and there has been no change in the applicable building cc& negatively &ti'ectu;g the performance of lbis 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 tenninate this NOA. Irailore to comply with any section of this NOA shall he cause for termination and removal ofNOA. ADVERTISEMENT: Tito NOA number preceded by (lee words Miami -Dade County. Florida, and followed by the expiration date may he displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPVC11ON: A copy of this entire NOA shall fit provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request ofthe Building Official. `ibis NOA revises NOAP 15-0519.05 and ennsists of this page 1 and evidence pages E-i and E-2, as well as appr:val document mentioned above. 'ire srbmitted documentation was reviewed by Mnnual Perez,11X- y r ;{ / NOA No. 16-0714.03 f(J/� l 1 �! b F.xpirat[nn J?ntc: July 30, 20+20 ? 01.Approval Dole: August 18, 2016 111 Page i PGT Industries, Inc. NOTICE+; OF ACCEPTANCE;: EVIDENCE SUBMITTED DRAWINGS I. Manufacturces die drawings rod sections. (Submitted under previous NOA No. IS-0519.0.5) 2. Drawing No. }l7D-S115500-01 titled "Single Bung Window Installation - I'M", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer, signed and settled by Anthony Lynn Miller, P.B. TTSTS I. Test reports on: 1) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per F13C, TAS 20.1-94 3) Cyclic Wind Pressure Loading per FBC, TAS 2W-94 along with marked -up drawings and installation diagram ofa PVC sliding glass doer, a PVC fixed window and an aluminum sliding glass door, using. Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super SpaccrO NXTIM spacer system and XL tdge'rM spacersystetn at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. PTL-8717, nL,8968 and FIL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 2. Testreports on. 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile lmpr.ct Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ofa series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F'TL 7964, dated 11115/14, signed and sealed by Idalmis Ortega, PX. (Submitted rnrderpreviousNOA A'o. 15-0519.05) 3. Test reports on: 1) Unifonn Static Air Pxcssure. Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Leading per FBC, TAS 203-94 along with marked -up drawings and installation diagram ofa series 5500 PVC single bung window, prepared by Femiration Testing; Laboratory, Inc., Test Report No. FEL-7966, dated 08/21/14, signed and Sealed by Idalmis Ortega, P.E. (Submitted underpreviousNOA No.15-0519.05) CALCULiVrIONS - 1. Anchor verificationcalculations and structural analysis, complying with 1?BC-5" Vditicn.(2014), dated 05/1S/1S. prepared by manufacturer; signed and scaled by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) i jl�r ............... .....d..._ .tXli=ii �1A- - / &tune •t PC pfek PIS. Product Control *xarnmr l NOA No. I6-07 4.03 Expiration Date; July30,2020 ApprovalDate: August 18,2016 PGT Industries. Inc. NOTICE. OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS (coNTiNum) 2. Glazing complies with ASTM E130U9 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatoryr • and Economic Resources (RER). MATERIAL CERTIFICATIONS tcoNrimusnl I. Notice. ofAccepiance No.14-0916.10 issued to Kuraray America, Inc. for their "Butacitei9 PVB Glass Interiayer" drited 04/25/15, expiring on 12111/16. 2. Notice of AcceptanceNo. 14-091611 issued to Kuramy America, Inc. for their "SealryGlas,O (Clear and White) Glass Interlayers" dated 06125115, expiring on 07104118. 3. Notice of Acceptance No. 124120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated'02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and, Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116/15, expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "1'e.rformanec Core Rigid `PVC Exterior Extrusions for Windows and Doors" dated 04116ll5, expiring on 04/16/20. STATEMF,NTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51s Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previarn NOA No. 1 S-f1SI A05) 2. Statement letter of no financial interest, dated May 15, 2015, issmed by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. (Submitted render previous NOA No.15-0519.0.5) 3. Proposal issued by Product Control, drited 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. 4. Proposal No. 16-0125 issued. by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of AcceptarceNo, 15-0519.05, issued to P<i f Industries for their Series "5500" PVC Single Hung Window - L.1,41 ' approved on 07/30/15 and expiring on 07t30/20. -' 117anee} Peryr't ��. Product Control 1;zo; ter NOA No. 16-0 4.03 EspimtionDate.. July:i0,2020 ApprovulDole: August 18, 2016 l;-2 EXAMP[EFOR 20•11WMAX.O.C. 21-5f9' ---.i ANCHORAGE-E"PLE C '€GN('RE3+°Ui2uW1.7LG t IMPACTRAT4iG StAO€11S 7DP- 54'MAY BUCKWD1Ti e-- RIpX. C.C. FORARCF£•TOP VAjUES PER RCiF iORCL:fr1ENT Ll32GE&Sh(ALL FAISSI::E HEADER (S:hL � _ 12" MAX. FROM µ _ �. 12 HEADER (SIM. FOR ALL LEVEL, SEE SMELTS 63 IMPACT RESISTANT FORl11��%/ FRAME SEAM, �- / / NDOWTYPES) WINdOYI TYPES)-// y SEE d1 j1! SHEET3— I i O.C..cAX p. " 1(Y MAX. FROM Fit-1A` I.IiUL DUCK l WETS — U.SEE l7 3O'MAX O.C, -ut _ A. SE81-.""t ._'I'•') G # 92'MAX. FRAME SEARi L,. SEE El WETS � 1•if4' SHEET31 y1� �{-`Ir MAX. SHEET 3t �,I FDC_OVISIBLE € / D,SEE� 880 ...•-.-.l t. ... r.. -.,. '- [ LIGHT WIDTH, �- �._. � SHEET4 iii _ _ . 1 _ SHEET3�)'---1_ Y2"hfiX ( ( i s R. 5£E #++-3(1 MAX D.C.• 12'MAX CASE£!` + :i-: - -..^ x- - E SHEET,3 1� -"-- 7 t EQUALLY ! TVFII5X1T8ETLDE 3 _ �'--• 2r-`MA1C. SHEET4? j SPACED EOUALIY SPACED A4C1075 PER LIGHT MEOALLY!_ANCHORSPR LESV,li( HEIGHT 17-718• MAX O.Caa6`Oil CED MAX ANCHRPERTAULES9"A O TS BU CK ABLES9.1194`C_ HEIGHT _ HEIGHT 1D•MAXO.C. BUCK 10'AAXO.C. 16C. As SHOWN HEIGHT X I H r EQUALLY I tt i. I913t4't+tAX.O.C. EQUALLY �.SASH §I 13.3f4'IdAX C.C. -••-• SPACED I , I . ^ SPACED i k73.3f4"MAX.O.C, EQUALLY i +` I{ j �, 41SBLE SPACED. + 9 SEE ANCItQRS PER ! ANCHORSPER " i J/ LIGHT —'� MtiCHORS PER jj// I i TABLES Srtt .. .. € .--a TAHLE59.11:..f 1 ! HEIGHT 1i TABLES Iht1 ^'1j "^ -�// �^ , 1 SHE ; CAWMAX, `��1 _..... __ _.. ._._-:;frtf2'kAt€, 1-E� _._._._7�_._ .g, , 889 D _ gam- .J £wV nn rumant Qua '"- SEE SILO VlEER. I SASHVISIIILE °EE SILL WEER 5 {g•'�" _ , Y MAx. BUCK A VrH NOTCH DErA4S, -.� r70TCH1iErA6s, 4'A1AX SUCK 110TFi SHEET3 L£GHTYADTH SHEET3 ELEVATION FOR TYP. EQUAL LEG "RAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FLANGE FIR, --- - SHOWN'1ITF; ECJf±}ELITE CONFIGURATION S) C}t h2_lN(7M ORIELIPROVIEYJ GONFIGURATICONFIGURATIONSHOWN K,.IITH STANDARD COTTAGE CONI .. FOR CU§70M'COTTAG£ CONF€GURATEON U -T6"HEIGHT SEETABLES/ •'-� GENERAL NOi F.S;,_SFI2IFS 55CQ IMPACT-RES4STlW.T_.SINGLE.)iUNG VJENDOl^a . 1) THIS PRODUCT HAS BEEN DESIGNED$ TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COOS; INClumw THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATONSABOVE 30' INTHE H", THE OUTBOARD LNE(CAR) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY. USE ONLY MIAMI-0AD£. COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE. A`•TM CUD CONCRETE MASONRY UNITS AND CONCRETE WITH MtK Kit PER AN(mRTYPE. 4) ALL WOOD BUCKS LESS THAN I-112' THICK ARE TO 9E CONSIDERED IX INSTALLATIONS. IX WOOD 8UCK$ ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY To SUBSTRATE. WOOD SUCKS. DEPICTED AS 2X ARE 1.12' THICK OR GREATER. IX AND 2X BUCKS "EN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION I$ THE RESPONSIBILITY OF THE ENGINEER. IEOR9 OR ARCHITECT OF RECORD. IAORS 114" MAX. SMIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS DESIGN PRESSURES: NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER .VIE REQUIRED Mft EMOEDMENT. INSTALLATION ANCHORS' BEYOND THE SCOPE OF THESE INSTRUCTIONS. OF TRANSFERRING APPLIED LOADS. D •�_.••.._•,•,•� 1.114" .:...--j- (ti•_.. SEESILLWEEP• \-NOTCH DETAILS, SRE£T4 4 11 H. POSITIVE DESIGN LOADS BASED ON. WATERTES'T PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PERASTM E1300. +,rw+rcuo uocu:. 9) THE ANCHORAGE METHODS SHOWN. HAVE BEEN DESIGNED TO RESISTTHE WINDLOADSCORRESPOND!NGTO THE REQUIREDDESIGN PRESSURE; THE 33.913% STRESS INCREASE HAS •e2014 FLORIDA BUILDING CODE(F$C), STH EDfTION NOT SEEN USED W THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT .AST9 E1300-09 WITHO'IHEROISSI..MRARMATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSVAr&PA HOS-2012 FOR WOOD CONSTRUCTION PAGOOLYREVISED 9)METAL SUBSTRATE TO MEET NUN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDINBUILDING CODE AND TO BE REVIEWED DY,THEAUTHORITY HAMNG JURISDICTION. eALUk11NUMDESIGN MANUAL, ADW2010 .-gityia(y.wl14 t£IIDFIa A 10)RE-FERENCES: TEST REPORTSFIL•7964&7966, ELCO ULTRACON NOA;ELCO CRETEFLEX NOA: ELCO AGM- -GATOR NOA: ROYAL WlNDOWAND DCORFROFiLES•LTDINHITE&SRbNZEI °AISIS700.071SZ-2010 LIGHTER SHADES OF CAP COATED PVC. EXTRUS£ON NONS, NATIONAL DESIGN SPECIFICATION' FOR WOOD CONSTRUCTION, 11)APPUCABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL-CIAL. PA NOS :' RVM%NLt•9RESIGN MANUAL - �Fevw Qs mI 7`Jr+ C� I 'p .I<N 1� Euwx+77Ne �t:I "` Sy: Da(e: Rwo?m. zixri" yGt1 USER INSTRUCTIONS: r JR 05l05/16 A)ADOEDSPACERs By t td SHEET 1t. A1I It P,o tvet'Camob 1) OETERF+!INE TIE STF£ SPECIFIC, WINDOW OPFIEN6'3 DESIGN PRES:',U,„RE RED£1tRLME=.R2T FROM ASCE T. ' RC+tce3 ley Dnt. P.491on: L, 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM MRF52 OR 3 ACCOROINGTO THE INSTALLATION CONDITIONS. 13) •:± KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONE-IGURATIONAND SIZE, DEl ERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WiNDOW OPENING OBTAINED IN STEP 1, 4) DETERMINE THE ANCHOR QUANTITY FROM TABL£S9.11, VERIFY TH£A'ICHDRt5UB.5TRATE W1LL tAEETREOU£REMENTS FOR �� 1 ,G •, GENERAL NOTES &ELEVATION J ROSOWSKi iQ70 TECHNOLOGY DRIVE ABr. Dote: YOUR FROM THAT :RALL MIN.FROM TARE FRET. 3 INSTALL ASPRSHECONDITION3OTHRU-FAME INSTLLA 5) INSTALL ASPER SHEETS F•ORTHRIAfRAEAE INSTALLATION OR SHEET 4 FOR INTEGRAL. PINlNSTAtlATlON. SHEET 4ORINTERALPIN INSTALLATION. N. VENK F1 34275 cujN�.7LE{'�UNI^7 WINDOW INS'TAL�f�TION-I..M �rJ%')OJ�1 Jr •' (941)-480-1600 Sedea"�. /A}-da4 5-"* Shnet: p�awFAy Na Rnr. NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME- TYPES(,FCHANNEL, FIA.\'GE, A4YNSI f .C_ CERT. OF huTH.za29s ENTEGRALFINOR EQUAL LEGIBOX). fx')LEft, pFr ,:, SH-5500 NTS 1 OF 13 MD-SH5500-01 /a Gta65 Type Deceription (Llated from Exterlor.to Interior) .Design procaury Table 4 Sheet(/. 5 718' Leminatad I.G: 116" A Exlariar Cap + 7110' Air Spaoo + 5116" Laminated; (L) Liloa of 118' A Gtaea with:090' PVBlnfedayar 4,5 6 6 71W Laminated t.G; 118' TExterfor Cap + 7116' AirSpaoo + 5116' Laminated; (2) Utos of 118' A Glass Wth.090' PVB loledayar 4,6 6 7 7/8' Laminated 1.G.: 3110' A Erle&r Cap 318' Air Spade + &16" Latit)nated; (2) Litos of WA Glass with.090" PVS Wodayer 4,6 6 8 778' Lsadnetod I.G.: 3116" T Extado.• Cap 4 31W Nr Space +5110' Laminsled; (2) Ulos of 11e' A Glasa vAh .OW PVB Intotfoyer 4, 5 6. 6 71W LaWmI.d LG.: U6" A Exle6or Cap + 711V Ak Spooe.* 6.116' Lemtnstod; (2) Ulos or trlt` N Glass wtlh .osw SG lntodayor 7 7 10 ` Tir Laminated LO.: ifB TExledar Cep 4 VIS" Mr Spaco t 51t6` Lan'3notod; (2}LI(oe of 118`N 01asa wIiA .6gC SG Inled, yor 7 7 11 Wil' Laminated IA: 3/16" A Exledet Cap + SIT Air Space + td! V Laminated: (2) Ulas of lAr H Glass W.lh .0e6" SG Intadayor 7 7 12 7W Landnatod l.0.: W16" T ExtadorCap + 316" AIrSpace+ 5116" Lamlrwted; (2) U(ee of VX it Glass vAh .090' SG lntettayor 7 7 13 - 71a' Lwt.Malad I:G,: 116` A Utedor Cop+ 5116" Air Space + 7116' Laminated; (2).Ul000f 3116" A Gtassv4th .000' SGlniertayer 8 7 14 716' Lemimled I.G.: 110' TExledarCap + SIB' Air Spate +711W term' noted: (2) Lites of Site' A Gwe w11h.00".SG tntad4yet 6 7 15 716" Laminated I.G.:. 3116' A Extaim Cap 3 114' Air Space + 7116' Lamirmlad; (2) Liles. of 3fir A pass wtth_000" SG frtortayer 7 7 to 716' Laminated to.: 9l18" TExteeorCop+1N' A)rSpeeo,+ 7116" Laminatsd; (2) LT,as ef3116' A Glass vcth .090" $G Irdodayar 7 7 Group Anchor Substrate Mtn. Edge D)sfance a Min. Embedment' A R10SMS (steel. or 1.1SA S.S. S.S.) P•T, Souhtelt7�Tric (S6 0?5.:5} //� - i�318^ Steel, AASS'__ 318" . 0.050" Steel SILd, A053 Gr. 33' 318" 0.0451' (18 Ga.) Alaminurn,6063T5' 318' - 0.050" 3116" steel Ultracon P.T. SOulhom Pine (SG=0.55) 7116" 1'13' Concrete (min. 2.65 ksl) _ 1" 1.318" Ungrouted CMU, (AST M. C-90) 2.112" 1-114' B N12 SMS (steel, 18 8 S.S. or I S.S.) P-T. Southern Pine (SG=0.55) 8116" 1-31H' Silent, A36 218" 0:o50" Steel StVJ, AF;53 Gr. 33' 3/8" 0.0461r (16 Ga.) Alunitr unt, C>Ut31.15" 316' 0.063" C 114" steel Ulbacon Concrete (min. 2.65 ksl) 1` 1.314' Ungrouted.CMU, (ASTM C-SD) 2.1fT' 1.114' 114" steel Ciete9ex Concrete (niln. 3.35 xSi) 1' 1.3f4" 1141 steel U)tmwn Concrete (min. 2.65 ksi) 2.1f2' 1-314" 1/4 sated Ulhawn P.T, Southem Pine (SG-0;55) 1' 1.3r8" 1r4 6teel Cr tefcm Cwsaele, (ruin. 3.35 ksi) 2-1ir 1.374" D if4" stcvi Crnie^ex UnUrcuted VDU; (ASTM C-90) 2-1i2" i-114" P.T. So Ahem Ana (SG"D 55) 1` 1-3/8" 1f1" Wei Agars Grater t, 1cr le ftilu 3,275 Vs)) 1 1- 12" 1.31W 114" steel A9yre-Gat P I Soulhc n Pine (SG 0 5.) �rolEedGl1U,(ASTfC•90) 2` 2' Gteup Anchor - . _- ------"Substrate .-.-..-- Min, Edpe Dislance Idha.. Enlbadmenl' E 2-112' x .I IV comb ,n NO, P.T. Softrf! Pim (80=.55) ale" 2.7116" 2.11r Ring -shank R- 'rig Neil P T Southern Pine (SG=.65) 31,0" 2.7116" F A10 Trusshend SIMS (steel, 18-P S.S. or 410 S.S.) P.T. Scuthotn Pine (SG-.5S) 1W 1.318" Aluminum, 13=145• 318" ~0,050" Sleet Stud, G, 33' 3101 :0.001" (16 Ga.) Steel, A16' ,-.�.._. 3f8' 0.050' 012 VAS (cleat, 10S.S. Or4T0S.S.) P T ScuthernPire (SG=:55) W119' 1.r8' " Aluminum, 8083-T5' 318` 0,f)g3" Sleet Stud, Gr, 33' 31B" Q050' Steel,A36' 3/B" 0.050" OLAZ-S TYPES 5, 7, 9,11,13 S 15 MAY ROT Cc Usto 1N 7kE WAZABOVE'i6'. ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE:. FOR STEELSTUDS, MIN. Fu=45 KSI & MOL ry-33 KSI. 'UNGROUTEDCMU" VALUES MAY 6E USED FOR GROUTED aM APPLICATIONS. Frame Types (we Fig B) Glass Options (cee Table 1) Frame Contlga (see Fig A) Frame Shapes (see Fig C) Installation Options that may be used Fla 2) „ ¢:2} 5-18 Equal-U'.e, UrreUProvlrx &Cwto90 StimrelFtncL. A -Top£. rch R,4us•Tah 7h cwUh the urns , uicdos,..... ...Jn10 S{Wood Fra:nne ucKstdp. sheet 3, op41at 1 .,..into Go wretclCfdU $Ir at3, rnYiaa 2 „,hvrUgb1xSuckstdpintoConcreWOMU-sheet3,option 3 .,..Into Metal - sheet 3, opucn 4 Bal- f fcg(94)al-Leg (N.4) 5-10 Eq.rsid.)te, Odt'1llap 8 Q1Aana Rect S sn-h--Top &, R^divrop& F2aatus-Two Tiucu6h the 0snn vlti:svindoor....,...-thfOuiihlXtluoksidpWeG,!ftWtWCMU-sheet3, rrametSfJ11rl ip -oboe.! 3, Opubn i ...into C01Crete$CP,t'tI cheat 3, option 2 option3 ....into Mobil - shelot 3. apthsn 4 d-Channal {Yi) 5-8 E-quol-Lfle, Odellp"aw & Collage SqusrelRect., Arch-TopE Rardiss•Tcp thlau0h the mtegrat 1n...... - ....i»to 2X Wood Fmmol8uoksirip - sheet 4, option 6 ,,,,tote Metal •shee! 4, option 7 - Thmugh the Manor c! the Yaodovc.,... ....into 2X Wood (=remelBuekstrip -slice! 4, apttan e ,,,,hito )fetal - shee! 4, option 8 1Megml Fo. (¢3) 5-0 Equal-Ute, CdcllPtrAnew & Cottage Squxenscl" A rchTnpB Radius Top liucuwl the We car ....into 2X Wood FramelBuckstrp -sheet 4, option 5 Into htafal -sheet 4, Option 7 Ttlm`01 thD tinins a Ilia w ridaw....-.....Into .-Into 2X"land Fmw.eMuckstrp-ghee' 4, option 6 Metal - shoot 4, cpllan 6 EQUAL.U7E ORIEL COTTAGE --.-1 BUCK WIDTH I+'^•--«-I RUCK WIDTH )+- a1LUCKWiOTII-«- i 00 RECTANGJLAft RADIUS -TOP ARCft-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBIIM THE SHAPE IN A BLOCK AND OBTAINING DESIGRY PRESSURES AND ANCHORAGE FOR THAT BLCCK SIZE FROM THE TABLES ON SHEETS G 0 � � Rerki Revla, MIN, OF a GL THREADS BEYOND THE METAL1070 TECHNOLOGY ORWE rifle: SUOSTRATE,FOR N. VENICE" FL 34275 SIN STEEL STUDS, •• (941)-480-1600 MIN, Fc=45 KSI It'Striae MIN; Fy'•3<T KE;. ' • %i: LYNty fJy�4f,N?I�,E. P.0u15G7dv GERT. OF AU81. 929296 Aril ITIP R. PPALrr- Ti Ytrr-' 2 tit 4 FLANGE `t.. BOX OR EQUAL- LEG ! LI Ll J•CHANNEL 1 F '+ Ftt3 1 'A' a ANNEALED 'H' = HEAT STRENGTHENED 'T' o TEMPERED 'PVB" =.690" EUTACITE0PV8 BY KURARAY A.MERXA INC. W =' .090" SENTRYGLASID INTERLAYER BY KURARAY AMERICA. =1 PRODUCritBV158D .M m-Ap'yiDB'vilhdc.Flaiac n Ildiaz C(kk ttuptaace No 16 0714.0 j pxptmtinn D?e 1 refit 69i.:mt(Sed "ye.,r,Etxr,�g ASS!ANCHORS/FRAME OPTIONS JJ ROSOWSKI Doc GLE HUNG WINDOW INSTALLATION - LM 05/15/15 �IMade. Stole: Sneot: tlrcairry No. Roc. SH-5500 NT5 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION -ANCHOR EDTHROUGHFRAME OPTION 1 DIRECTLY. INTO CONCRETEICMU. i----�-r� EDGE DISTANCE ANCf10RED7ftRL1'JG4 _.�,_...._..,.—.. FRAME INTO 2X WOOD EMBEDMENT -.. FRAME OR BUCKSTRIP. ter•-� �� ti4'tAAXSHIM SEE NOTE .2,THIS SHEET. -�- C„q . EMBEDMENT .t,��� 16 FLANGE -FRAME ((tt ....._ _ 1 EDGE ' f SHOWN I f �u..... DISTANCE BUCK HEIGHT FIXED VISIBLE LIGHT HEIGHT SASH t EXTERIOR VISiBLJ LScHr . (2) t• 1`• By INTERIOR WEEP NOTCHESAT 00 EACH END. ..�`�• FRAldE SHOLVN----"(^^-' .27' X 1.2V WEEPHOLE . hV=VERa [/ VERTICAL SECTION B-B BALA14CE Lt14'MAX I TYPEVARIE: SHilA TYP. ANCHOR TYPE � � 42 VATH SASH TYP.ANCHORTYP£, EMBEDMENT AND EMBEDMENT AND EDGE CePER a a..-- WEIGHT _ DISTANCE'PERSUSSTRATE, OI 1€ r••1•..rL.zrrr_�•mr� SUUS7RASE,' SEETABLE?,SHEET2. INSTALLATION OPTION ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETEn-W. SEE NOTE 2,THIS SHEET. EMBEDMENT I6 114-MAX SHIN —T SASH VIBYIIE�''` I LIGHT hhiDTH I O —�„�. • EDGE - DISTANCE TYP:ANCHOR � TYPE. 31 i _ EMBEDMENT I 'r � DISTANCE PER EDGE GE SUBSTRATE, SEETABLE2,SHEETT. I J IEXTERIOR +j (� DISTANCE SEE 'TABLE .2. ,.. �1`ll�:_-.�3........_.. 87 q�ttl,7_ 1 SHEEr2. FIXED VISIBLE - ' 20 OP7. SASH TOP FI7LIG£Y LIGHT WIDTH a QUAL LIFT RAIL FRAME I- '�-----..- -- LECIBO NOT ,,ES• SHOWN I"�""'"'"""`""""•""" BUCK VIfDTH— _—�LEGfBOX I'FOR ALL WINDOWS: FRAME 1)USE :ONLY HORIZONTAL SECTION A A SHC`W t SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDIVENTAND EDGE DI STANCE U1RS.:A,11Y DADE APPROVED MULLION,:FBC COMPLIANT ALUMINUMMTEEL FRAMING OR STEEL STUD. INSTALIATBON OPTI.N,SHOW'N NAY MAY B[VERTICAL OR HORIZONTAL. SE£SUBSTRATE PROPERTIES TABLE 2.SHEET 2, BE USED ONANYSIDE OFTHE Y,9NDOW. 114" MAX. '/- 2} MASONRY ANCilORS MAY BE USED INTO WOOD AS PER TABLE 2, SHIM :4O �.' i� 9100R#12STEEL 1 / a .' /"— SELF -DRILLING ! 114'MAX, SHEET 2. ALL WOOD SUCKS LESS SMS (GS). SEE TIMI-WTHICKARETOBE CONSIDERED,IX INSTILLATIONS. IX ^`/ (.�5 ..� TABLE2, SHEET2.I v 'E'ESTLDUNiT 7}{E STFtUOTURF..W00D 8UC( FRAA4E I �:% 1?Oi'TOld LOCK. THE STRU TUBE. NSFERUCK TO FLANGE j Lf� r,��-�- e/ LOCATION: G518" DESIGN AND tNSTAUATiON,1S THE SHOWN I EOVAL §�fy ii 1 �y^ LFRAME } FROM SASH END. RESPONSIBILITY OFTHE ENGINEER �.1 CRARCHITECTOrR&OORD.�� 9 I!':7 gHp rv. _.'` J ,�. 3)LSORELIGHT WIDTH OR INSTALLATION f� iNSTALLATPON REFERRED TO DAYLIGHT (ALSO OPTION 4 OF MEASURED FROM v OPTION 4 PRODUL7 REV15ED Dit,,a OGEAING. ANCHORED' THROUGH !14`MAX SHIM BEADiNQTO BEADING. ANCHORED THROUGH a+wm ySng with nw F?od4.' B14Idm* gCak FRAME INTO METAL 17tAA1E INTO METAL AwePLa>:•W _O 0 • � .. ad Ra:^sB , psle; Rertuom l" tx mfwn Dalt �• NOANCHORS By Ikdc F<nAttii Ckmi REQUIRED IN VISIBLE LIGHT FORMULAS Rewes,i 8y. Bute: RaWaiwr. FLANGE OR , EQUAL -LEG WIDTH 0 FRAV5SILLS QSAS}1 BUCK WIDTH -5-172" FIXEDu1E 3t6' BUCK WFDTH-4 FLANGE &.EQUAL-LEGIBOX FRAMES JAROSO141SKI HIGH (,EQUAL-LITEZ 1070 TECHNOLOGY DRpx ,; . ": ,: N. vEN�E FL s4275 TI2 BUCK HEIGI .3=lCY16' l; L Rcfs: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sateen%Mszee ScaPer .. Sheatr Otai+nN Na. -Rev: A,<;VNN ITS L Tt).0 CERf. OF HURL. 029296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 EMBEDMENT -%--• { ANCHORED THROUGH INTEGRAL )+- EMBEDMENT _ - FIN INTO 2X WOOD FRAME OR (SUCK -STRIP: SEE NOTE 2. Ti EDGE DISTANCE SHEET.- TYP ANCHOR TYPE, -^-� L -'a 1J 't,��"- J-CHANNEL EMBEDMENT AND EDGE FRAME '� I DISTANCE PER SUBSTRATE, SHOWN - 1 SEE TABLE 2, SHEET 2, - (SCRI2WSHOWN) 114'MAX SHIM O EDGE TYP. ANCHOR TYPE, DISTANCE �. 4 = n 1j. EMBEDMENT AND EDGE DISTANCE PER'SUP.STRATE, SEE TABLE S. SHEET 2. U1;-•..,,� �1J (NAILSHOWSJj } J III 1 - -1 1 �I I INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP, SEE NOT E.2. THIS SHEET. l/A' MAX SHIM BALANCE YPE VARIES WITII SASH V.VlGiiT INSTALLATION OPTION 5 ANCHORED THRDUGH INTEGRAL FIN IN102X WOOD FRAME_ OR SUCKSTRIP. SEE NOTE 2, 7HtS SHEET. 1tA'&ih)CSHtM SASH VISIBLE 1 E}} _ _ 17 LIGHT WIDTH EXTERIOR h FIXED VISIBLE \-,_ " FIXED 1- -! OFT,SASH TOP J•FRAME � -0 LICi11T WIDTH VISIBLE ...ti € 1 4 J LIFT RAIL 1 LIGHT �- t—} ?:'--s FRAME HE€G!{T FOR ALL WINDOiYS: NOTES SHOWN IAANCHOR c� 3,55" BUCK WIDTH 4-8 FROMENDARID AT 1)USE ONLY t l 21 CENTEFL SU*JSTRATE•APPROPR3ATE HORIZONTAL SECTION C-C 22 ANCHORS LISTED ON TABLES 2&3 _'1.'t�,� OVFR.w%%1OE: OF SHEET 2. FOLLOAV EMBEDMENT DADE APPROVED MULLION FRO 19 J;� - jff ik � ADD ADDITIONAL FIND EDGE DISTANCE LIMITS. ANY 1<A'MAX '�' qq jJi"yl L A5 -0B 47 SCREWS 016.3/6` INSTALLATION OPTION SHOWN MAY FROM END. BE USED ON ANY SIDE OF THE BUCK f {I A BOTTOM LOCK WITH L. BOTTOM LOCKS; H£IGHY ryp - 11} Ij'€; t6 �"-�. ADDADDTIONAL 2)MASONRY ANCHORS MAY BE . SCREWS {aI b-316' USED INTO WOOD AS PER TABLE 2. 0-5 SU ' ( ( FROM END. SHEET 2. ALL WOOD SUCKS LESS )' I THAN 1.02' TMCKARETO BE SASH CONSIDERED 1X INSTALLATIONS, EXTERK)R VISIBLE : p, IX MOOD BUCKS ARE OPTIONAL IF LIGHTUSE EITHER UNIT IS INSTALLED.DiRECTLY TO rF'OHT LATCH(Sl10VSi`7) SUBSTRATE. WOOD DUCK$ yC /� 113OR BOTTOM DEPICTED AS 2XARE -4.1Pt'THICK OPT. ��'-'-"'�, ' H l OCK (SFIEET 3). OR GREATER. IX AND 2X SUCKS } 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED (2)1 fl1 / 3p TO PROPERLY TRANSFER LOADS 1 iNTEREDR 1 Jy,,, LOCATION:661b• TO THE STRUCTURE.,NOOD BUCK WEEP 1 S� FROF.lSASH END. �, DESIGN AND INSTALLATION IS THE NOTCHES AT fEp} C� } ;{j4I RESPONSIBILITY OF THE ENGINEER EACH.ENO:, �•. �'�13` ( 11; tJO ANCHORS OR ARCHITECT OF RECORD. REOUIREO IN FRAME 7 1J 1 SILLS [F APIGHOR,NG 9) VISIBLE LIGHT N:OTH OR HEIGHT A R•FERREO TO ASbAYLIGI THROUGH FRAME. LSO E DAYLIGHT 1/4'MAX OPENING) IS MEASUREDFROM INTEGRALEGRAi. FIN JJ 111 111€ . B—N. TO BEADING. rL - -�"HL«1 - 27' X 1 2 V1EEF'HULE WICOVER @ 2.67';-^- - Y 35 FROMEACH ENO.I ".. 1 VISIBLE LIGHT FORMULAS TYP. ANCHORTYPE, E6IBEDM£NTANDEDGE� - _ EDGEDISTANCE �. Wi�TH §SASH: BUCK V✓;DTH-6'/2` DISTANCE PER SUBSTRATE. .... -- SEE TABLE 3, SHEET'2. -.-1 Ltr+3EQF4_tF } - @ FIXED LITE: BUCK MTH-4.3,'6' (scREW sHowN> INSTALLATION OPTION 5 VERTICAL SECTION D=D HEFGHF (�Ql1Ai.-I.TTE) aUCATTZ9TY2-3.15/16" ANCFFQERs6 THROUGH INTEGRAL FFIN INTO 2X WOOD FRAME OR BUCK• STRIP, SEE NOTE 2; THIS SHEET. 1110 OR kit STEEL _..�} {., 114'MAX- -SELFwOR}LLWG-^^- I Y qIM SMS(G5).SEE I TABLES 2 & 3. SHEET2, 11 1 INTEORA.LF}N -t xi. FRAME SHOWN p.- jt( (` INSTALLATION OP'figN 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL F1, A 'DIOR FLANGE REMOVED IN FIELD I-+-'- EDGE DISTANCE 'A 1 I Siff TYP.ANCHORTYPE, INTEGRAL ,,_„ EMBEDMENT AND EDGE .FIN DISTANCE PER SUBSTRATE., FRAME SEE TABLE 3, S4EET2. silo,-4 (Nkt svowN) F MERSOP INSTALLATION OPTION B ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIPLANW REMOVED) 1070 TECHNOLOSY DRIVE N. VENICE, FL 34275 (941)-460-1600 CERT, OF AUTH. #29296 PRODUCT IUiVISBD en cwrP.yto4 Wid, Am'AkViiYs B1 IAmp C6& I ,y fY to t +Q� � 1 A Mies•e€ Jody PKA-i O. re�-�-, I V. v -ffpl.'an: I Drown Rw J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI SINGLE )SUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS l 4 Or 13 1 MD-SH5500-01 I A I —�-{ 7f6"NOM. f-a— Tf&•NOM. �^-- Warl N7jv NOM. ��— --+-� 718'NOkt, Jf- 5116" AVA PVB — I ` 5/16' NA PVB — -- 5IM" AIA PVB — 5/16" AIA PVB—I 5/16' WH SG 7116" AIR SPACE — \ 7/16' AIR SPACE \ 318" AIR SPACE 318" AIR SPACE 7/16' AIR SPACE 1/6" A GLASS-- \ 1/8" T GLASS \ 3/IW A GLASS 3N6" T GLASS 1/8" A GLASS �„rEXTERIOR \ b EXTERIOkj g }}}��� _ j �EXTERkOR aEXTERIOR�� 'f G]EXTERIORtj , GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 �-{ 7rd"NO!.t I-�•- --�{ 71W NOth. ��— vrfmu, 718"Wl 718"NOM �-�— _ S/16" HAi SG — S116" HlH SG 5116. HM 8G 7/16' AIA SG 7/16' A!A SG 711 6'AIR SPACE 318" AIR SPACE 318" AIR SPACE 5/16" AIR SPACE 5116' AIR SPACE — — 118" T GLASS 3116" A GLASS^ ! 3116" T GLASS 118" A GLASS— 1/8' T GLASS � EXTERIOR. C_j EXTERIOR b le < EXT •R10R a EXTERIOR L7CTERIOR C•7D �� �,.�... 7�lOJ wy '. re-ltl ro-lo ---- /Y \"�'n GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 m NOM. " 716NOkI, �1 -`I 7116" A/A SG --- 7/1fi" R'A SG trz' NOM.GU SS jc LASS TYPES 9 THgOUGH 1/4' AIR SPACE 1 /4" AIR SPACE — , 76-79 i atTE TY P. 6MAYNorBEUSED 3/16" A GLASS 3/16' T.GLASSMITH JBCHANNEL.OR . 74 O INTEGRAL FIN FRAA7ES aEY..... ?IpR. <_jg-g.R qF GLASS TYPES S.T, 9,ILi3 i6da --- 7O•TD ;3t ` 815 MAY NU-- BE IN xT�Rig13 l€, it-- 75 ® THE HVHZABOVE30'. PRoaucrrusvrsFa .a as 0.pfyh�swithit. Rhrkta GLASS TYPE 15 GLASS TYPE 16 03 0 ` ! t 3 i Rav�aed tryr DrYa• _._......fte�4:.bn: rJ�',`�;2{i �' .__i f 7d€Atn;rac4c. S�.xl Ckxtt•'~._/ F.:P, tS�i -'—:� -t _ f Rana�d 9y. Datb Rntidc 1 GLA71.11G NOTES: A -ANNFAPED � Daacrtp5m; Oronn B�: "f' TEMPERED TYR GLAZING DETAIL 'ti-HEATSTRENGTHENEO ; � - - GLAZING DETAILS J ROSOVJSKI —'-^-- t, - 'PVB'=.ODVOUTAUTS%PV8. BY XURARAY At:LR10A, KC. 1070 TECHNOLOGY DRNE A7fe: 0ato: =,OtlO`SENTRYGL.ASOQY NURARAYAtr.ERICA, INC. - N. VENICE. Fl, 34275 SINGLE HUNG WINDOW INSTALLATION- LM 05/15/15 FOR LAMINATED GW.IN000MPONENTS,SFF. TABLE I,SHEET2- ' ,•.'"'�"`• (94l)-SDD^3600 _ sn-o:%N.wat S cie: S'me'4 tx a.trg Nam. Ider. ,,"••n1.1'NN jd+LFR:P..,`.•. CERT. QF AU1H. #29296 ,rrl'I-JJftQ N I S O1V' 'I-.� hliD-SN5540-01 A 'd.B.wdd& ABLE 4: oeaaa rrPe! Daat�Ta Plasaule, @1e?R1 +I• EGA RairA Lslai •----• ANCHOR GROUP AND CUANTITY. 9f 15 JAMB I ReADER MEL-TIWC RAL E Owcu+ iiI__ _ SA - (3 .�..'`. Il ' .HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, , 7 & 8 (REINFORCEK-NT$ SHOWN IN FIGURES ABOVE APPLY 10 ALL FRAMETYPES & CONFIGURATIONS) ABLE 5! TART 6: OWatyoa! e,7ae Oeatgn Prcasuee. ibaKat *TiS,Df-)0.8 a4ku. Lent R' Fal6nak.{c ere.aca anas .m1.e 1 u, anrrl t7 wR ANCHOR GROUP AND QUANTITY. jj- y - 0 .IAhf6 I H7:ADER :MEETING RAi(. F>Ra �I-��i HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5 B 7 & 8 (REINFORCEMENTS SHOV.W IN FIGURES ABOVE APPLY TO ALL. FRAME TYPES L - CONFIGURATIONS) PRODUCT.REVIOD aI c-Illyjrs wIlh 11v.Floride SEE TABLE 10. SHEE4T 0 rOK A.NCMR GROUP ANO OUANTITY. DW418 Cod, MIN, SASH HEIGI4 T=11R(•IDOW RUCK. HEIGHT • 50.136 A-I,1 7 Nn II LL7� t 1 GT tirDa(r Revlaed Ay. Oatu s ReAnad 8y: Roles M 3;:de 1'n+1iuC{ CTmftnt"• . ItnNalDtc �. NOTfiGDeeufP.W.- - .nwn i!y< 1)USE THESE TABLES FOR ALL VANOOYIS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. f(!^^'` DESIGN PRESSURE TABLE J R(7SOWSKI 2) FRAME DIMENSIONSARE BUCK. 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'32Attp?45/0 '.Taa 4t0A dR¢ ali,4 7ae .110.a .769 .1tp0 .70.a -Ilan '.Jae •1101 •70.0 -tal •7010 A52. sl 'Mfd9m1(x::20.61T-22.S/6. -+MA .10.0 .MO •ismC. ;•]OA •H0,0 +tea •ItaO -.tan .II10 Rna -100,1 70.0 -1C1s .M.O- CattrtaElta --.2a617•N315 '•J0C :t10.0 .tab •n0.a Flan -L37A 70.9 -f02o �)0.4 -A3.0 .toe 40:4 •M.0 96.4 •700 414' :5>,MO4.1' M.5f0.90A10 •MD •?f0:0 +MOI.I?04 70A '.1 . •700 Fiat +70.0 4iA IN LZ4 •70e .42!' .70.0 + A'. -9q%o4t. ]a017•4t641 700 •t1a9 7a6'.itotI •Ike -t+a0 1 .7.0 Alma .2QA •111V 011O -t596 :9f0.0 .401 •70.0 17.1 at N¢an60. 3a517.38518. »70.a -1fo.a '•70.0 •tf5A 1.34 4:7.0 :760 A 4 1 179.0 -03.0 -70.0 '.141 •74e 40A. +M.O .aid w.l.dpidd- 11618-251to I"•749 .149 +7ae �it3:0 .7ae 12.0 70.0 a7A:. •7oG A7.3 -T0,0 -SO:f: •10.0 .0.0. •700 A00 'Of.7i' Will '.4ul4 .MC =iM.9 .70.0 -1t0.0 •7aQ -tW.e vM.O A1:0 Flee A73 •700 -oat .70.0 'oR0 .70,0 de.D �GLASS WPM 9 THROUGH 16PAAY NOT BE USED WITH J-CHANNEL OR INTEGRAL 13 FINFRAM=S H NT S¢E TABLE 11,5ttCET 10:Ufi ANCtIViiciRVUOANUQUANir1Y. MUTABLE IT, SHEET CIO FOR- ANCHOR GROUP "MIN. SASH HEIGHT =WINDOW BUCK. HEIGHT-50,438 r'7d7N:SA3HHEIGHT=.WM1NCOWBUCKHEIG AND QUANTITY. Ro x..d gr Data ReKetoA: Iilutdina C4dd � �_ ----- _ AM;MaMldo05 i s 'r41 AafM TOM -3r-EI _ Jade PrtMlfci CA01 ReWsmd Rle 'polo: ReWala➢: 'thian!i NOTES: 1)US_E THESE TABLES FOR WINDOWS INSTALLEDAHROUGH THE FRAM£. , ':., :.;' •'' !!.. ,u• rl4_�l� �. � � - O vlo epu0n: DESIGN PRESSURE TABLE DrOan Ar J ROSOWSKI 1070 TECHNOLOSY DRIVE N. vEN#CE, FL 34275 2) FfVkME DIMENSIONS ARE BUCK. SASH HEIGHT IS A$ PER VICE FIGURE, n - • ', `,'. 5 _i _ •• • - ' . AVM: SINGLE HUNG WINDOW INSTALLATION - LM '- 0ctar 05115115 3) FOR SIZESNOT SHOWN, ROUND VETO THE NEXTAVAILABLE WIDTH OR HNGHTOMrENSIONSHOYJN (941)-480-T 606 SMdd Afbdak - Stele: SI-fr 7Jronfiy Ra Rev: ONT1iETA6LE. A LYNv. 1. E P�.OYd1t{YS CERT. OF AM. #29296 SH-5500 NTS 7 OF 13 MD-SH5500-01 A ' q h MeeprauanGdnRpVlnd for rn�nuynrnme•n,agr�eon Gp_W7TJ a 6Darn5iN 12,7St �atdn+keV43� Qxnfkiyi nAtai LBn.4 e�D!(+ilYhrkgP FAya lk) U <0.d9 m 73 N CL1dnt9ns Eta azdPoa44 d118 7+<+iQ SEE TABLEa SHEET( " MIN. SA.,H ! ElGHTn FOR ANCHOR GROUP D. TABLE 10. SHFFf A uav ac a even NOlY:Fi4Q • . .. � f�llE!®Idt7>� �Ei f7QQf1)gE3717D1 EE E# E)0�Q® iEiDH flEDQfl o o�n� b0��l�nil ED � �� n Brun � n"UnNIM13 �i�i%°ir�!�ir��°��i �o®Usinm-i®4�ii�®�d®�o E]igDEDonoE3EiEDQ®[SEAI dpltnnn�7n"On© IEI►p31Qt©Bonn UnimanOF]IEf �� �n��a�i ��� °eras � ��no weer pfl �EDW n��0fQ lDQq iIEDEDEi gD EDE7EDQQ EDEDEiEDD3EIE!®© """DOOR �EDEDflflQED�Q��QE]®� an t7�iF3gn�®n E1E] DE7Q Q �n R ®nnnn �nn n1°o ©npQ � n �n�"innEDED �®nn�®® �iQEifloQ �a n do 99 � H no 0010 n�EfitFEnnnEEflflnnflfl� �nn� [�p�+n�aQou�n ® ED ®� � on on ��flEtQ��D�n o qnn © EDn�DEIQnEDEB i®naa®�a�n�n0 ED QiD 1°�"i�nnnn�anQE®aEaEaa floflgDflEODQfl� Afl n�nnnnnnnnn®onEan®®on on tEfliDoQ®EDEDIIl7E1 pn E�nE�n nnnno E7EDnn ® EIEDEI ED tl 0��y n ��flSn� a � QU®gFl�FnJ p®g�p�pp�y® lE7!]®®®ElQE3E101 QQ®�ibn" P3 US n n ®RNEI il� Ei!]® n +EMU i1Q®® pliiQEi®D p�d�stcaQo �EflIE� IEDa sss�aa QEEDD E3R�R��7 EE7��1 IFp� • n� E7� iElfl pp �QeF><nnED "" � �� "`ED®� Ik7®QA �Ii1E9ETKlp kQ# E7�i3®�t3E]®Q Ufa EilE1 p [3 ®nn�j EBEH ED E] QQ p� �j �tEi niIQED ElEtE3�DEll pp®n E7iiEDFliD�E�D#EDn �� iDEIpQI®� ® !i EtxRD Ei�p�pn®� RQ QQ ED ppfDaElflnii QEDED ndnnfl �EEjlDQnil n%I EDpEEiRp II �ii nn� �� �Er�DiEEEADDDIEE�FiDi 4 Q 3� tttIF]��sI EDiEE��t3a�D DD EI©EEs�E �j�nn A �non ��dE�iu�� E� fODD���.�E®D ��1p®pC1 ®oEi iEfm 0Hppy- ® f�a3yy IIQ EDEm no ElIQMunnEi3DE3 ED ED®® EinEiQa�>���pg >® ®p no Ei ® ®EB Q® pjiFDQ EpYED�y ED E�EpD�p �3® ED Q flp� ® n k� ©IY EDEt�iD nn�� E7QiD n �EEED 000 EIEIIFIElE7�ED4®7� on EDE2� EI ©ue"17 ill ED ��p©© m pp fl �� n� nnn pp n �I®n��� n n Ell itiin�O�;�iD�RifED7 � ®� E9IeEp eEEQQEEIIIB13 �EDEpp#eeIlagnnm �i &D AE7IIQQEEi� �jipDpiQifl2�pRQ79E#14 nbun Rf N®nn®III QED EpD�Bp�j p Q n �R'EDQ�n �DQ®���®o®nnQE�3®O � EDif@iD[iflQi7E7 ®® ED[DE]®O® i7 p E# ED ED DD ED ED ED 1© n EA EY � IF©©� a�E7�� nnnE®iO p.©�p�i4EiinpiD �nE�Dn [I�EE Q Q nd0fl DQ �® 11 no" �EQ7E8nnnnnnl� iDEDQn �i �pno iD UM ® n EQI[i E])[DD©3fl®EIEi EpD b ® E1 I®UDE itIN ua it QI l7EEE3 q 81118 A n n �i 0 n 1 HEIGHT • 5D.12E NOTES: 1) USE THE ABOVE ANCHOR OUAAMTIES REOUIRED..__.. • TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE ABOVE WAX. NJCHOR O.C. SPACWG.,_--_' TABLE FOR ANCHORS W STALLED THROUGH THE INTEGRAL M. 3) FRAME DIMENSIONS ARE SUCK. 'L:R - MEETING RAIL. a) FOR SIZES NOT SHOWN, ROUND UP. TO THE NEXT AVAILABLE WOTH OR HEIGHT DIM024SION SHOWN ON THE TABLE. 5)REFER TO TABLES 2 A.3. SHEET 2 FOR ANCHOR GROUP.DESCH)PTIONS. htoa.AFdeorOR.S ae( 7or "r<� f Aac'n "fnripn/-F6"neatP<!t boo �i �Or _r. a. e z '�. -i z. < < o- as ring Witte fhb Floriotn JRa✓men: U Code ilnm}>VdinS x tt r� ib-O 6. og ' Rav}ap0 r)y: Dols: t.er}+ing" nriltiZp fly. nmit,pendu/C » RaviaddOl'+ Dole. RenSbn: ' tit lb ANCHOR QUANTITY TABLE J ROSOWSKI - 1070 TECHNOLOGY DRIVE nU*.- Dora rL vEr}cE FL 214275 SINGLE HUNG WINDOW INSTALLATION - LM 05115/15 • t ) -.,. A 1.'rntv,NE,al.1�'t'aizEaR, PJa. 041) atlo-lsno Sa/ne}Sa So mrnpo. Rdr s ceRr. of AurHgas SH--5500 1 NITS 8 OF 13 k4D-SH5500-01 A Ming NO I ro 0 ElEIQ d R © ®©il on Eln d t7ppElElp El El El® � all E1D Dta © D Ron pdp ®OQRD �RR fliiQdR flQ d d1:11MEN R an EI RRQi1 Q®dpR#E#37�EplipplElEl in"©©E/i�17 El R s111 E1Ei EfidiR. RF©iR REdlRR p©[E1�® Rd©©pppQQ RREi DIRQ a# ElR E Q Q IE�R�D i1 ppp R ppp�E1[1 � R Rfl Jim Q pd ilQddd E1 R d E8F1d Fd Ei R kl R EIElFiEI a El®El Rd D® BAR R Ro dpR�jRElE©1®®E1 R RR E� E�a�1 en El EIEl R �R1 RRQ®El ®11 Q13QDFs on an Dun Ton Q* El dEl d[iRR®EIEI flD RD �® c�' d �R �# �p �©an an R R R fl fl EI Dd Ei E1 R pfl iDlEiflElL1RO Dfl Ei�E1 RR�RR R flRQfl©D Kim �jRR�jRRRRRoilDQD R R QD noun IQL! QQ E11 © E1Ei �RDQ R R dR RRRRR � 8 Rd RE� p��nu©��o�R�DRR� #q7 R Him �Dp� Ei 0 ©©QQpppQQ��ppll R �1d RE7EiEl dE1 1�IDDld Ell F3®Q ® EIEli1E%F/QEIR/3El EtEl.E1 E�1 �EpI MORM FEED© k�R���#]E:E:EI®ElE1Fl RFfl RE7EO1 E�ppdl�ttt �RjR ania Q©®D®DRO© 7pQED1 d©dRQD[[[[[[E���I���Elpp lEll RE1Rd 1t7 Ro, ©ilR EiRRR E7© nERf�Rilp �RiE# ERl flaOR E�1RE1 fl no an R �© 13flIliaD� dEi F! El<� F3 RE1E1Rdd' R® Dp RRElE1 �R o'BE�R©IUO il�iE7a dn" R • iEQ� ElE7R® E1ElElilElIIil am r ,t�� E1Ei EIEiElE7 IM Flo Emu Flit ElElE1RR8' gR8 He do RRRRRR 10 one Rd R n fl RRR� EI �R8 fld R m EY EflIR�II�EV *am BOBfl 131 d R �noR�� ©©pF�7V E1 i Ban' INS R °�i �7ElF19 R R©�DR� a R R p a B�i�ii D RR 0a d Q ilFl Rd EIEdI II #y d RR R [I�R. EPicro��Rflfl In Rd d Q pRR`1iQfl M R pqR�� EI ® ma�RRQ�1 R ® R tI QQQE1 Ei pdR R�j RdR �j R dDi1 Fl RQ®R� E1 !111E7 ® F1 RQE7 i1R R �j BETE L31 _ R E1 IF]#1 Q n EI � ® 0 El El R� Fl p tlEln �l RR��17d oEl� ����Rno ©R � t�ii LLKiii a�q°' R _�_ �o�� QD cEE1ol FI�ISE#dd®OAEIRR� R R�33 RRnR©rdil. 0 Q fl SEE TABLL1i 5 A U. SHELL a f'ViS UtJi(i;V-MtitJJU[(LJ r(Mth.Ub:ivU Itl1 kPOLU. t.1jN. SASH HEIGHT o VANDO'N BUCK HEIGHT- 6U.t36 NOTES: t)USE THE ABOVE 'ANCHOR QUANTITIES feEQViRf[z„_...." TABLE FOR ANCHORS INSTALLED THROUGH 711E FRAM.E. 2)USE 1-HEA130VC 7dAX. ANCHOR O.C. SPACUJG.__„-.' TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FEN. 3)FRAM,E DIMLNSIONS ARE BUOK,'MR'-MEETING RALL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. 5) REFER 10 TABLES 8 3. SHFET 2FOR ANCHOR CROUP OESCR!PT1014$. •i. -zcnilf i6 1070 TECHNOLO.SY DRIVE N. VENIM FIL 34275 '.t:. (941)-480-1600 wlYtiH)APE. P.E.d 54.MV0 �o5 CERT. OF ADM. #29296 h1'IM , IFD.C.Spac11.111 �p "Itt7eprtfFln'N1atLL`aUoii m —optyhy.ith Um Flur3da n rpe�am tin !b-O�IG .03 i'-S ir.stk�n l3.to . 11 �i ttlxn+tin:? Arte G.n!� r✓ Dee:ri;.Non: Grown Di" ANCHOR QUANTITY TABLE J ROSOWSKI Mie D.14: '-INGLE HUNG WINDOW INSTALLATION -LM 05/15/15 Soria=/.VudeC Seela: Shaoh Dmwinp Na, �- R., SH-5500 NTS 9 OF 13 MD-SH5500-01 A © 11 11 nEa Etn 1�II111ax11111Q111l11111 11Y1t7n �ii1aII11#1oEC11)c1a r111a �Noungani®aonun NO n o��d��� �nR� � 1p1p Q13"p o Dial Ei® IIi1 El " 0pp111 1313 E7Q ®pppp®0EIi1iJpQpppQpup*mn�upODEQQIM�pp pQp �iII�II�u�aE7IIpII�0IIO��®iIIIIHEiQdIEiIIaa17l11l11IaE10011II11®I I� © 11ad EI II Q a 61aa®p s Q©pp Q®1i© EtE1®�®1# �a aQ Ei11ElU 131117Q aQEi 1# n 1s1i®'��11p111k7E1�IEiEinoun �Q p B1f©©(IIpI �n�IgO[pQpiitFlfgq1p1�1I1p! Q1#i(e�3t1p31 �1a1ndF7II jEiE1�/ Q Q o ap at® ® �t 11IInEi a aa11 �EI; EfIIE111El©®�1iE� �+�i a�i'i�°q 1111 a {dig AMR �ia�igiQf IIia 1a1G1i 9i'°Ri1° E' �'� aaE1i @Fps '1 FIR RO °'� 1p��©pa � ju 1©�11t1tp7 i aQ11II��a13Ef�11II E19v� Eiii �� 13 a. fldlaan IIaQ � �1pJan ®, p' nII a IIII 'II ®�i�� a1aa� A �fl®��q�qaQiQQ�� a II n a 1dl all nE1 Q17 F113I QQaaa 11 1Ef� EI1a17®E3no �a aIIa� ,����f�EY1a7������o���i� 11aIIQ laIIn 11 fi�ii'i �a �� � �® �: �aa EQ�� oa 0 11a�� p aIIQQ is QQQ1i 11®11QE1 13 17 p u apnQ 11I Kul QE1II �p�® II�® ©�II�IIaa ®0 EQp���p II OII11 11Hn1111Q a k71 �Li°1117II�i1'LFa11IIQ1i�7i� 0; No 11�in pq�q a n1117 11LlIIa0QE1IIEitt19 Q ailQflaAIIa 11© QQIIi1 ii11� IIQnE1aIIEi �1 1111� nnQII11IIIIE1 1yn�1 II Einan II QEIaaQ 11�17QOH�1 �i°u�HIIIM13� °Q1111i®u Nun 11F10E1�QIIo' �©8o aan II�IIp�®�i1�II0npp��6111 ipp1�oQpL1QnIIi7®17�i�e1p���p�p��II ® n 11 HIM ;Ell �E1t1Etlflu pIIp II �p� �' IIE1QC1�11nn1�IIIIt oil a aPaiO°%°II 1nQD�nw6t11 1Ja IIlIIa1a11II iC�ni gtnQIIn�1c17IInFiiQnall 1 ....... -..... . • •- •• w-� NOTES: f ) FRAME OLMENSICNE ARE 6UCK.'NIFV - MEETING RAIL. 2) FOR $MIS NOT SHOWN, ROUND UP TO TrtE NEXT AVAILABLE WIDTH OR HEIGHT OFMENSION S!{OWN ON Tiff TABLE, 3) RLFER TO TABLES 2• SKEET 2 FOR ANY:HOR.GROUP DESCRIPTIONS, G 1070 TECHNOLOOY DRIVE N. VENICE,. FL 34275 (041)-480-1600 A.•LVF7,)?0f N.F;,1%. R. . CERT. OF AUTIL #29296 .RMS9iD5 R.vWIm fl.,W— ti`iJ e , YP£S D THROUGH S MAY NOT DE USED WITH f� J-C- A NEL 07, INTEGRAL D FI'N FRAMES I�900ucF RF.VIS6D � eomPlyi�wiU� 11ev F4Ht6si itiul3iigCnCc " hwePSaaonc�)(ry'C't( ti Ry 4s1�j tifin;�i Clerk P,xwFwi( Do—fptton: -Cn- By: ANCHOR QUANTITY TABLE J ROSOWSKI MNGLE BUNG WINDOW INSTALLATION - LM 05/15/15 B.daa/MoA.S Scot.: SN.oS: Ora»iep N.. Rer. SH-5500 NTS 1 10 OF 13 MD-SH5500-01 A w ' 6• J�CHANNELFRAME .820V /�\FLANGE FRM:£ 1.375' HEADIJAM8 "�"`" HEADIJAMB I --- 3.483-— 3.4B3' --►� —�F.— .062•Sill �—.•11-.— oar [ mj=- 4t .825° 3.605 .W2" t � I�f [ jam .' f Iit7!_ L EQUAL LEG FRAME 4• 14CADIJAMU 3.483° ---+-I o6z 3AB3• -�•i —+ f 1DJ • LdJ RANGE 1.3.' ll FIN FRAME 0. EQUAL LEG FRAIAE SILL III111 SB.L FRAME SILL tAY2" �-� 1,041• .—______.eT 1.630' :065' o C .065 L175 104MEEO (- 14 FIXEDNG RA!L 16 ShSH RAIL 715` t7•—�{ t.tss- OLIGHT SASH REINFORCEMENT L STANOARO 20 1ACET114.GRAIL REINFORCEMENT �. 7275• .� ` 2.10W M1,4Y2" 1.56v I 1.376` g k"— 2.17G' — 77?i""1 47t° (.546• (� j. .ow-- .080- Jr 7 .BYO' SH STO 17 COER 018 SACREWCOVC•R 18 INTERLOCK 0- IWERLOCKCOVF.R 1 NTERLOCK 22 BNTERLOCK COVER 1.184- .070' •810• _ •-o—1 I+— .160` HDSMH REINFORCEMENT 4 71.16x I-.— ..o71sn 124(r 1-- 027 HD MEETING RAIL REINFORCEMENT t'RODUCT REVISED ''� ca+nMYing with de Fladb tsti!die6 Cu+16 1 eeiu2amNo ]&'0714-.g .. 3. }iiniioa.0ue - ` 11 Ravlsed 8l1 dicta: Ravinian: Rk .316' F 11 S4 i Ninmi edcrma»,:rc�a .. .864' _ I1�- .360• l tf ! 1�. .M17J RnMmM tty: W!a Rartokn: � :�66• .750• I .035'—+-�,I-+_` .026' cead/p17on: Omsn ey: C}tAMI1c ExTRuc£of ROLLED I 6!`1ib WINDOW EXTRUSIONS J ROSOWSKI MJ BEAD"InG B' SCREEN FRAME CBS SCREEN FRAME i . 1070 TECHNOLOGY ORIVE Ti0e; Cata: N, VENICE. n, 34275 SliVcaLC HUNG WINDOW INSTALLATION - LNa 05l15115 .Skeet.--- Omrmp W Rer. I A;tYP.F.02LER sgo5 F E. CERT. OF AWL J29290 SH-5500 NTS 11 OF 13 MD-SHa500 01 A r.E.d w Bill of Material Bill orGlaterlal, cant. # Part# Description _ ......a. Material .. # Partfi- Description Material 1 82010 S ng a Hung Frame ad &Jambs - J•Ctiaanei - .VC 5. - 720197 _ Auto Lock lfncnanism - C Stee 2 620102 Single Hung Frame Head &Jambs -Flange PVC d8: 720198S8 9 Svaeep Lack Cast Zlna 3 - 620103 Single Hung Frame Head& Jambs- Fin PVC 47 ' 720195&6 Auto Lack.CMwAssembly. Cast Zinc 4 620104 Single Hung Frame Head & Jambs - Equal LegtBOx PVC - 48 76X1180PTX H6 x 1-11W Ph. Fit SDS (Auto and Sweep Lock Screw} SS 5 620105 SWDHFranloSIN -J-Chanel PVC... -40 72020D Auto and Smep Lock Keeper C:1SL%iflC 6 620106 SH/DH Frame SIII -Flange PVC 60 .7W- 34PPA #Fi x 314` PH PH SDS (Keeper Sc eW) SS 7 620107 SKIDH Frame Sill - Fin PVC 61 420181 L!R Beveled Tilt Latch Comer Key PVC 8 620108 SF UDH Frame Sill - Equal Leg/Box PVC 52 420182 L7R Pull Ra11 Till Ca ch Gamer Key PVC 14 620131 Fixed Meefing Rail PVC 63 7634PHFL N6x 3r4' Pit, FHSOS (Comer Key Screw) SS 16 620129 Sash Rall (Sides, Top & Bottom) '.PVC' , 54 420183 Till Latch PVC 17 620134 BalanceCover PVC `SS '420184 Till Latch' Retainer PVC 18 620133 Sash Ste,.JScrew Cater AVC 56 720207 1' ilit Latch.Sprkig SS 19 620150 Pull Rail interlock 6005T5Al. •57 420166 Plastic T:ttLatch FingerPull PVC 20. 620144 11041ailInterlock Coker 'PVC. 58 720192 61eta1lilt LalchFingerPull Cast Zinc 21 620157 1 Beveled Interlock 6005 75`A1: 59 420180 . PIwLBar Comer Key PVC 22 6213145 Beveled Interlock Cater PVC 80 720206 PivotBar SS 23 620150 tight Sash Reinforcement 6083•76 AI 63, 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Reinforcement 61163 TBAI 64 720104 Sash Pull HandleVitt Latch Assembly Cast Zinc 26 ED153 Standard Meeting Rat Reinlarcemeni DS 75 At 65 7834FPT 018 x 314" Ph, FN SDS (Pun Handle Scimv) SS 27 M154 HD Meeting. RalfReintoicentent 60057SAI 66 420180 Bottom Latch Strike Plate Cast Zme 30 61644 Wealherstrlp..iB7" x .2701 Fln Pile 67 7856B Na x 518, Ph. FH SMS (Strike Plato Scmw) SS 31 6C300 WeatherslNp, .190' x .3001 Foam Bulb Flex. PVC 72 :720135 Laml I.G. Bead PVC 32, 617,19 Weatherstilp, .167" x 12201 PolyPito 74, BnckbedCng, GE 7700 or Da.,791 Silicone - 33 61825 Weatherstrlp Plug, .22D" Pineal 75 71646N Setting Block (70 x 11 x 116"), 85 41- 5 duro. EP.DM 35 78X111AT7T - 08 x 1" Ph. PH SDS (interlock Alounting Scnxv) - `80 61012 Extruded Screen Frame Alum 36 78X3THPX B8 x 3" Ph. PH SMS (b1t etinp Raft Scm;4) 41O SS 81' . 61011 Roll -Fanned Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063TBAt 82, 7CKGLB21 Screen Comer Key to- Extruded framoX4 'PVC 38 720210 Weep;Hcle Coker - PVC 6:r 47042 Screen Comer Key With Pull Ring X2 PVC 40 720XIOW( Constant Faux Balance 84: 47041 Screen Comer'Key Wthout Pull Ring X2 PVC 41 d8>< 314"-Ph. FH SMS (Con.. Force Balanca 5crgiv) SS - - 85, 7CASPM Tenslon spiing Sg 42 Spiral Baance 86., 61816G78 Screen C!a1h _ _ Flbgrgfass 43 720205 SpirerBaahee Shoe Ny10411 87' .616W61614 .140" Screen SpEne (MacNnelFand Rolled) Vinyl 44 17UX114FPAXI#O x 1+114" Ph, FH 54is (Splml Balance SC1ew) 411)55 Part# Description Material 75 Kemmerling 49G TPS Spacer System See this Sheet for 77 Quanex Super Spacer nXi'tfth Hot 0.9e1t Btny! 78 Quunex Duraseal Spacer Metelials 79 Cardinal XL Edge Spacer HOT'ES; 1) PVC BY ROYAL WINDOW AND DOOR PROFILES. LTD„ TO BE LABELED FOR'AAMA EXTRUDER COOS 2) ITEMS 0 0.13, 15.24, 28, 29. 34, 39. G1, 62. 68-71 & 73 ARE NOT USED AND ARE NOT PAM OF THIS APPROVAL STRUCTURAL ---....- STRUCTURAL SILICONE POLYISOBUTYLEN 1wNOM, FOAM 3116"NOM. ITH DESICCANT VVIT" DESIC vrEXT. GLASSS OR. GLASS NT i. V(U/—INT.GLASS \--1NT.GLASS 7e KODISPACE 77 SUPER 4SG TPS SPACER(5NXTv' ALUMINUM REINFORCEMENT pOLYISO• DESICCANT FILL. AREA BUTYLENE , 6116" NOM. S11GNCM. SEAL :::Np' BUTYL& , 1 .. S6.ICONESEAL DESIOCANT INLESROLL-S STEEL FOAM STAINLESS STEEL • F7CT. GLASS I �l EXT. GLASS } f� / I E' i Mr. GLASS-••INT. GLASS &DURASEAL© OXL EDGE" SPACER SPACER 78 SPACER 1'hODUCr miVISED n.iumPl}ing with rim F6olda nrrlJmy Coe¢ ' 1fo••07e[i., Acccp6rnu F4o (7� ' . t�'' • • . RcvVxd Oy: De/e: Reriabn: .rJZ20 ' i - ' JR 05/05/16 A)ADDED SPACERS -7 -&l M1c,w,r keo cRoeucit RoH¢ed BY: Dote: pe,ntyy. j1 �, Pi, Oe¢crrpllan: BILL OF MATERIAL BOM ( ) proton [q.; J ROSOWSKi .'.•• gip,+'`; :;; 1070 TECHNOLOGY DRIVE N. VEKCE, FL 342755 npr:p¢to: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 A:Lxwa .P.E. CERr. OF AUTH. #29296 Sodae/Mode?: Seoto: SI-l--5500 NT5 Sriaat 1 12 OF 13 prwinp No. 1 MD-SH5500-01 Rar, A i)� -11\ FRAME ASSEMBLY DETAILS EXTERIOR NQMg: i) SOME PARTSIOPTIONS NOT SHOWN ON DRAVANG FOR CLARITY. 2) J'-CR"%NNEL FRANIE SHOWN. PARTS # I & 6. OTHER FRAJAE TYPES APPLY. 31 FOR RMNFORCFWXNTTYPtS, SEE DETAILS ON SHEETS 6 & 7. 4USC EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. CPT. PULL RAIL INTERLOCK& COVER MITERED FRAME l4TrH INTERIOR AND EXTERIOR FRAME WELDS FORCE OPT, SWEEP LOCK OPT.'AUTO LOCK OPT. PULL HANDLE nC4 WITH LATCH OPT', PULL HANDLE SASH Asir---mBLY DETAILS EXTERIOR r-> ;77 1070 TECHNOLOGY 0RVC N. VEWCE, FL 3427.5 (941)-460-1 SOD A: UYhN blue" x- 11 CERT. OF AUTH. 129296 1. - OPT. MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS "irrihyeGy Cie A PLODED ASSEMBLY J 116SOWSKI I OJ; V GLE HUNG WINDOW INSTALLATION - LM 05115/15 '50C)_01 a Nn;c SH-5500 NITS 13 OF 13 (AD-nEog ;H5500-01 A