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HomeMy WebLinkAboutNotice of Acceptance-Single Hung No.A Pr00 T4JsTA-U__A-T�®.�J �T-W5-( P-0c-,T-7ot,) S MIAMI-DADS MIAMI-DADE COUNTY 8 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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(AIM. This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control ; Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control V— Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5500"PVC Single Hung Window—L.M.I. ; APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed 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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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#16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0630.05 &MMIAMaoe oMUNTYMiExpiration Date: July 30,2020 Approval Date: November 30,2017 YI /J Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NW-SH5500-01. titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static.Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FSC, 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,Duraseale spacer system, Super Spacer®NXTIn,' spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15- 9.05 Manuel Irere4 P.E. Product CoutrWEg finer NOA No. 17-0630.05 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (co1NTiNUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTWICATIONS(CONTINUED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White)Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NDA No. 15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.03) G. OTHERS 1. Notice of Acceptance No. 16-0714.03,issued to PGT Industries, Inc. for their Series "5506"PVC Single Hung Window-L.M.I. approved on 08/18/16 and iring on 07/36/2o. Man ere ,P.E. Product Con rol E miner NOA No. -0630.05 Expiration Date: July 30,2020 Approval Date: November 30,201.7 E-2 ANCHORAGE 28-1/8'MAX.O.C. / 21.5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEUS-TOR /� FOR ARCH-TOP // --�� 54'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE RADIUS-TOP HEADER(SIM.FOR ALL 12"MAX.FROM LEVEL,SEE SHEETS 6.7 IMPACT RESISTANT HEADER(SIM. ?=�SEAM S -� 30' 12'MAX / WINDOW TYPES) ALL FOR ' B, EE MAX.O.C. WINDOW TYPES) BHE3 --� / 52-118"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS 1-V4' A,SEE r-. T'l 12'MAX, FRAME SEAM p,SEE„ 8&9 B,SEE„_-�4 30'MAX O.C. +_72. SHEET 3i FIXED VISIBLE �_ / SHEE74 1 SHEET3 j LIGHT WIDTH �I A.SEE r- - Il I B,SEE�._ 30"MAX.O.C. -`+i•}-12'MAX. C.SEE l­ ._. 12"MAX j I FIXED SHEET 3 SHEET4 1 I I SHEET 3+ if I I EQUALLY I I VISIBLE �- A,SEE - 1 12"MAX. I I II / SPACED i I / LIGHT SHEET3 � / I EQUALLY / 17-718"MAX.O.C. ANCHORS PER HEIGHT I j 17-7/8"MAX.O.C. I SPACED TABLES 9.11 �_ EQUALLYJ i 17.7/6"MAX.O.C. I I I 91.78" SPACED ANCHORS PER TABLES 9-11 0 i M I / j / BUCK TABLES 9-11 2 / Q ANCHORS PER - - I .. / BUCK B4" MAX.MA -I HEIGHT MAX - HEIGHT 10"MAX.O.C. 8 AS SHOWN X I I�I 10"MAX.O.C. BUCK HEIGHT x 1 4 10'MAX.O.C. X i 4 HEIGHT x j 4 (L �( j L. - I I Lf 13-3/4•MAX D.C. I `—_/- , MAX)) �//-Y_-- 1 13-314'MAX O.C. EQUALLY / SASH l 13-3/4"MAX.O.C. EQUALLY / I 7 I EQUALLY SPA ED I / I SPACED VISIBLE �- SPACED 1 ---- ---•— --� SEE ANCHORS PER I ANCHORS PER LIGHT ANCHORS PER l SHEETS JJJ j / 1C ! TABLES 9.11 TABLES 9-11 A TABLES&11 I HEIGHT A I I 1A 8&9 11 1 1 \8-1/2"MAX 6-10 MAX. 6-1/2'MAX. 5 NO ANCHORS AT SRL \-- B—_-JNOANCHORS SASH VISIBLEATSSEE NOTCH DETAILS, B 54"NMAX.BUCKWIDTH D-�--J 1-1/4' � SEE SILL B "MAX.BUCK WIDTH �NOTCM DEW-fA S, SEE SILL WEER ��NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE_TABLES 4-11 (SIMILARANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS.........................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEGBOX.....3 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS ZX ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS................................._.........-...5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECTOF RECORD.(AOR). DESIGN PRESSURES...........................................6-7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........ 6-10 SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........................._............11 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST....-.............................12-13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. •2014 FLORIDA BUILDING CODE(FBC),STH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN •ASTM E13DD-09 USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRGDUCT REVSSIID 9)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S700-12 - 10)REFERENCES:TEST-REPORTS FTL-7964&7966:ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •AISC 360.10 B,niche Cade SHADES OF CAP COATED PVC EXTRUSION NOA•S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DMIAN MANUAL - - A P�C0 Na 1�• 1).�j/ � - 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. `\\ Y LYN ��7j Rwlslon: 17.-JR- B7 USER INSTRUCTIONS: `� '��•'VCENSF':�� UPDATED TO FBC 20 06/06/17 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGNPRESSURE2 OR REQUIREMENT FROM ASCE 7. '•p 2)DETERMINE THE MOST SUITABLE ANCHOR GROUPFROM TABLES20R3ACCORDING TO THE INSTALLATION CONDITIONS. =�•; NO.68705 ' 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIM.DETERMINE YOUR WINDOWS DESIGN = * ® DescrlPgon: Grown By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. p 6 /'f I '•�[/� N.VENICE,FL 34276 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR %O '.• TE (V. TWO: Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3.AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEETSET ARE MET. ••,!P(QRIDP,.•'• (041}480.1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ���sS "•• aG��� COpyyatamsmr NA�I \\\\ POT IN umniE8,91C. Serles/Modeh Scale: Sheet: -fag No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION ISTHE SAME PROCESS FORALL FRAME TYPES(J-CHANNEL,FLANGE, A �.LYNN MILL�R'P.E. ALLRIGH78RESERVED SH-5500 NTS 1 OF 13 MD-SH5500-01 I B INTEGRAL FIN OR EQUAL LEGBOX). P.Eq 68705 CERT.OF AUTH.029296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Design PressureDescription(Elated from Exterior to Interior) Table# Sheet# Types options Conflgs. Shapes Installation Options that maybe used Type (see Fig B) (see Table 1) (aee Fig A) (see Fig C) 5 718"Laminated I.G.:1f8'A Exterior Cep+7116•Air Space+5/16'Laminated;(2)Liles of 1/8'A Glass with.090'PVB Intedayer 4,5 6 6 VW Laminated I.G.:118`TExterior Cap+7/16•Air Spero+5/16°Laminated;(2)Utes of 1/8'A Glass with.090"PVB Intedayer 4 6 6 ....into 2X Wood CMU-Framesheet 3,p-sheet 3,option 1 Equal-Lila, Square/Rect.. ��2 7 7/8'Laminated I.G.:3118'A Exterior Ca +318•Air Space+5116'Laminated; Liles of 1/B'A Glass with.090°PVB Intedayer 4,6 6 Flange Through the(tame ....Into Concrete/CMU•sheet 3, Cap pa (2) Y 5-16 OdeI/ProNew Arch-Top& of the window:. 8 7/8'Laminated I.G.:3116'T Exterior Cap+318'Air Space+5/16'Laminated;(2)Utas of 1/8'A Glass with.090°PVB Intedayer 4,6 6 (#2) 8 Cottage Redius Top ....through IX Buckstdp into Concrete/CMU-sheet 3,option 3 9 7/8'Laminated I.G.:1/B°A Exte dor Cap+7/16'Air Space+5/16"Laminated;(2)Utes of 1/8'H Glass with.090'SG Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8'Laminated I.O.:118•T Exterior Cap+7116'Air Space+5116°Laminated;(2)Lhes of 1/8'H Gless whh.090'SG Intedayer 7 7 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box I Equal-Lite, Arch-/Rect, ....into Concrete/CMU-sheet 3, 11 718'Laminated I.G.:3118'A Exterior Cap+318"Air Space+5/16'Laminated;(2)Utes of 1/8'H Glass with.090°SG Intedayer 7 7 Equal-Leg 5-16 OdellProNew Arch-Top&' Through the frame option 2 12 718'Laminated I.G.:3116'T Exterior Cap+318"Air Space+5/16'Laminated;(2)Utes of 1/8'H Glass with.090•SG Intedayer 7 7 (#4) &Cottage Radius Top of the window...... ....through 1X Suckstdp into ConcretelCMU-sheet 3,option 3 13 718°Laminated I.G.:1/9'A Exterior Cap+5116'Air Space+7116°Laminated;(2)Utes of 3/16"A pass with.og(r SG Intedayer 8 7 Into Metal-sheet 3,option 4 14 718'Laminated LG=1/8'T Exterior Cap 5116'AlrSpace+7/16'Laminated;(2)Lites of 3/16"A Glass with.090°SG Intedayer 8 7 Through the ....Into 7X Woad Frame/Buckstdp-sheet 4,option 5 Equalmtte, Arch-Top & integral tin...... ....Into Metal-sheet 4,Option 7 15 7!5'Laminated I.G.:3116°A Exterior Cap+1/4'Air Specs+7/16'Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 7 7 J-Channel p 5-8 OdeUProdew Amh Top 8 16 7/8°Laminated I.G.:3/16"T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 3/16'A Glass with.090•SG Intedayer 7 7 (#1) g Cottage Redius Top of Window (tame into 2X Wood setFra4,option rip-sheet 4,option 8 of the window...... -,-.Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES 5,7.9,11,13 Through the ....into 2X Wood FramelBuckstdp-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Lite, Square/Rect-integral On...... ....into Metal-sheet 4,option 7 Min.Edge Mln. Infegml Fn Group Anchor Substrate Distance Embedment THE HVHZABOVE 30'. ) 5-8 Odel/Pt age Arch-TopThrough the frame •--•into 2X Wood Frame/Buckstdp-sheet 4,option 6 8 Cottage Radius-Top P.T.Southem Pine(SG=0.55) 7/W 13/8" of the window...... ....Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8' 0.050' MIN.OF 3 (steel,18-8 S.S. Steel Stud,A653 Gr.33• 318' 0.0451'(18 Ga.) THREADS or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES •A'=ANNEALED A Aluminum,6063-T5• 3/B° 0.050" METAL O O 'H'=HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 13/8" SUBSTRATE. 'P=TEMPERED VB 3/16'steel Ultracon Concrete(min.2.85 ksi) 1' 1318' "UNGROUTED BY KURARAY AMERICA,INC. Ungrouted CMU,(ASTM C90) 2-1/2" 1-1/4' CMU'VALUES P.T.Southern Pine(SG-0.55) 9/16' 13/8° MAY BE USED SG'=.090'SENTRYGLAS® 912 SMS Steel,A36' 3/6° 0.050° FOR GROUTED �� J-CHANNEL INTEGRAL FlN INTERLAYER BY KURARAY (Steel,16-8 S.S. CMU AMERICA INC. or 410 S.S.) Steel Stud,A653 Gr.33• 3/B° 0.0451"(18 Ga.) APPLICATIONS. O O B Aluminum,6063-T6' 3/8` 0.063' EQUAL-LITE ORIEL COTTAGE 114'steel Ultracon P.T.Southern Pine(SG=0.65) 1" 13/8' 1/4°steel Creteflex P.T.Southern Pine(SG=0.55) 1- 1_/8° FIGURE C:FRAME SHAPES 1/4'steel Aggie-Gator P.T.Southern Pine(SG=0.55) 1" 13/8" ---BUCK WIDTH(•---{BUCK WIDTH I ----]BUCK WIDTH FLANGE BOX OR EQUAL-LEG Concrete(min.2.85 ksi) 1. - 13/4° ------r T 1/4°steel Ultrecon i T T - C Ungrouted CMU,(ASTM 690) 2-112° 1-114" r /� T _ Material Min Fr Min.F° 114"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4` Lc O to - Steel Screw 92 ksi 120 ksi 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4° w Concrete min.3.35 ksi 2-112° 1-3/4° Y x Y c0= 18 8 Screw 60 ksi 95 ksf ( ) x t7 410 Screw 90 ksi 110 ksi 1/4'steel Creteflex D Ungrouted CMU,(ASTM 690) 2-1/2' 1-1/4' L O w m w m x Elco Aggre-Gator® 57 ksi 96 ksi 1/4'steel AggreGator Concrete min.3.275 ksi 1-1/2` 1-3/8" 1 1 1 1 Elco UltraCorG 155 ksi 177 kel Grouted CMU,(ASTM C-90 2' T 1 i 1 1 410 SS Elco CreteFiex® 127A ksl 189.7 ksi RECTANGULAR RADIUS-TOP ARCH-TOP 60g�Th Alumirrum 16 ksi 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 ksi PRODUCT REVISM TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 ksi 45 ksi c%-c%iA)v*g wah the Flada Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS Bu:ldo Codc - Group __Anchor Substrate Acccpra:m No)7'D(o3D, Distance Embedment I r i - E 2-1/2x.131"Common Nall P.T.Southern PiRevisiom rie(SG=.55) 3/6° tans' ��� pN sE , ANCHORS RE-GROUPED. 2-112'Ring-shank Rooting Nag P.T.Southern Pine(SG=.55) 318° 2-7/16' BY .• t.4i. Dedc ProduG COasad P.T.Southern Pine(SG=.55) 1/2• 1318° � -JR-06/06/17 #10 Tnsshead SMS Aluminum 8063-T5• 318• 0.050, _* No.58705 (steel.18.8 S.S. Steel Stud,Gr.33' 318° 0.0451'(18 Ga.) = t = ® OeaMnaom art"" aalos.s.> Z1o7oTECHNOLOGY DRp/E GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F Steel,A36' 3/8° 0.050° 6 MIN.OF 3 S TE 0 'T,•'�j� N.VENICE,Fl.34275 Oats P.T.Southern Pine(SG=.55) 9116' 1318' THREADS % 0, P.T. . Rt/e #12 SMS % '•.F�ORIDP.•' \_,` ( 11600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,8063 T5• 318° 0.063" BEYOND THE (steel,188 S.S. Steel Stud,Gr,33' 3/8" 0.050" METAL ���SS/C �C���` convWAW920tr Of410S.S.) SUBSTRATE. /11j NAL1ttt�. Par rN0UTIRffa,rNc. Sar/ea/Model• Seel. SMet OmwingNo Rw.. Steel,A36' 3/8• 0.050 p.LVN4UIIiLER,P.E RT.ALLOF UTK#vea SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#58705 CERT.OF AUTH.#79296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 16 114'MAX SHIM �+-- FRAME OR BUCKSTRIP. T SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. d EMBEDMENT T EDGE EDGE DpL� 18 LIGHT WIDTH C'o DISTANCE FLANGE FRAME �� DISTANCE SHOWN a 44 BALANCE �-1 ( TYPE VARIES - - TYP.ANCHOR � --11/4"MAX TYP,ANCHOR TYPE, 42 WITH SASH o •• TYPE. SHIM 30 EMBEDMENT AND 2 WEIGHT 54 EMBEDMENT �a TYP.ANCHOR TYPE. EDGE IRI Q AND EDGE EMBEDMENT AND EDGE DISTANCE PER I '� 31 DISTANCE PER (.J O (� DISTANCE PER SUBSTRATE, SUBSTRATE, a` EDGE SUBSTRATE, SEE TABLE 2,SHEET 2 SEE TABLE SEE TABLE 2,SHEE72. JJIInnIIIII�� EXTERIOR 18 V 87 4 �an DISTANCE SHEET 2.. 2 FIXED VISIBLE IL15 FIXED 20 OPT.SASH TOP LIGHT WIDTH — VISIBLE LIFT RAIL FRAME 2 LEGBOX LIGHTNOTES: SHOWN BUCK WIDTH FRAME FOR ALLWINDOWS: HEIGHT I 1ANCHOR @3.55• HORIZONTAL SECTION A-A 5HO'A1f'1 + I40 FROM END AND A7 1)USE ONLY 49 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 36'WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2.SHEET 2. SCREWS @16318" INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. 1/4'MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4'MAX BUCK 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT _ SCREWS @ 8-318" USED INTO WOOD AS PER TABLE 2, 85 SMS FROM END. (G5)SEE SHEET 2.ALL WOOD BUCKS LESS TABLE,2, DQE 30 THAN 1.12'THICKARETOBE SHEET2. SASH CONSIDERED 1X INSTALLATIONS.1X EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE,WOOD BUCKS 16 DEPICTED AS ZX ARE 1.12'THICK USE EITHER OR GREATER.1X AND 2X BUCKS OPT. .66 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 'TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOXLOCATION:6-518' nI ; WEEP DESIGN AND INSTALLATION IS THE FROM SASH END. RESPONSIBILITY BIILITY OF THE ENGINEER SHOWN o S NOTCHES AT 80 HOWN G1D�o EACH END. OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 1 l_ INSTALLATION 8 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 FRODUCT'�WsID 1 67 OPENING)IS MEASURED FROM •ANCHORED THROUGH ANCHORED THROUGH co,,oy 3hjib tit F2�a EQUAL-LEG/BOX 1/4'MAX SHIM BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Bii1�'1D8 Code FRAME SHOWN - �O� \11111111//I A Ex 1' . +co No«' •rat' ReMafon o N,......Nei'',, By 2T X 1.25' NO ANCHORS C1 \,10EN$F'•, ��� Nliam Dade Produt[ n+ 1 WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS �• -•� W/COVER @ O No.585 FLANGE OR 70 2.87'FROM 38 ''. EQUAL-LEG WIDTH - •• EACH END. ', FRAME SILLS @SASH:BUCK WIDTH-6-12' -O LC D.=6ptfm: Dram BY: @ FIXED LITE:BUCK WIDTH-4.3/8" ''A'•. 1 :•vy` 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI �QT'• S I OF ` N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) �,(� '•• ORIDp`.•''-\�� (941}480-1WD Rtla: �.- VERTICAL SECTION B-B BUCKHEIGFIT2-3.15/16 !s`S/ONAL ENG COPYRIDUC2017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 //111111111\\\ Saim/Modah. Scafo: Shaet: Droving Na. R-- A.LYNN MILLER.RENTS 3 OF 13 MD-SH5500-01 B P.E.N 58705 CERT.OFAUTH.#29288 1 - r INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EMBEDMENT I•+— EDGE DISTANCE ANCHORED THROUGH INTEGRAL �-+ EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. k FIN INTO 2X WOOD FRAME OR O 114"MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2.THIS EDGE DISTANCE 16 I SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE n� 18 LIGHT WIDTH 17 a FRAME 1 DISTANCE PER SUBSTRATE. SHOWN 1 SEE TABLE 2,SHEET 2. _ (SCREW SHOWN) —4 BALANCE TYPE VARIES _ �O EMBEDMENT �O L1/4'MAX SHIM 42 WITH SASH TYPEDGE WEIGHT 30 EMB ANCHOR TYPE, DISTANCE IRI ,r—Il EMBEDMENTAND BSTR I Q 31 D DISTANCE PER SUBSTRATE, (nnnl Lf SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) DISTANCE PER SUBSTRATE, o EXTERIOR 87 3 I \ EMB ANCHOR TYPE, amu\ INTFIN EMBEDMENTAND EDGE 19 FIXED VISIBLE FRAME EE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOPLIGHT WIDTH J-CHANNEL 1 SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME HEIGHT LIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH 48 FROM END AND AT 1)USE ONLY 49 21 CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 283 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX. DADE APPROVED MU WON•FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 p ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � � MAYBE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES.TABLES 2 8 3,SHEET 2. 45 46 47 SCREWS Qa 16.3/8' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114'MAX. HEIGHT 50 O D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING SHIM SCREWS Oa 8-3/8- USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE I 8$ �— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 8 3, ]L�-�. 30 THAN 1.112'THICK ARE TO BE SHEET 2. A InJ SASH CONSIDERED 1X INSTALLATIONS. L EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK j y 16 OR BOTTOM OPT. 86 J_ LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS Q Q r 65 TESTED UNIT (WHEN USED)SHALL BE DESIGNED FINAND/OR Q (2)1' 81 30 63 TO PROPERLY TRANSFER LOADS LOCATION:6518' FLANGE REMOVED I INTERIOR 31 TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD fff— NOTCHES AT80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN D�o EACH END. NO ANCHORS OR ARCHffECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION , THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION? OPTION B PRODUCTREVISE 1/4'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL cowl tgivith the Fiulda ANCHORED THROUGH BEADING TO BEADING. INTEGRAL FINIFLANGE REMOVED Building Code INTEGRAL FIN __ _ n❑ SHIM ``I)It1111111j�INTEGRAL FIN INTO METAL ( ) A.-Ptm.,m FRAME SHOWN o ``� 0,......... iRevlaton: E<iration Deto -/�----I--- 2T%1.25'WEEPHOLE �� '('4N LICENSE•.�(� �� By ER(Q 2.87' W/COVQ`. •F AQiccni ePrtduct 38 FROM EACH END. O VISIBLE LIGHT ... FOR *: N0.68705 TYP.ANCHOR.TYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH 7 DISTANCE PER SUBSTRATE, Q$ASH:BUCK WIDTH-8.1/2" ; Deccrtption: Drown BY SEE TABLE 3,SHEET 7- -may EMBEDMENT Q FIXED LITE:BUCK WIDTH-4-3/8' �0�.,. STATED (14 N7 VENICE,E FOL304G�Y5 DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) %C11 'IORIDP,.•' ��� (Bd1}480-1600 RBe: Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-315!16• ",s/ONA�ENG. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN llll111111111` P(ifINUl19TRIE9,iWc. SerfwlModel. Scale: ShT Drawing No. Pe.. INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLER,P.E. ALL FUGM RE9ERW0 STRIP.SEE NOTE 2.THIS SHEET. P E.#58705 CER7.OFAUTH.#29295 SH-5500 NTS 4 OF 13 MD-SH5500-01 B -�•{ 7/8"NO718"NOM. �- -�{ 7/8"N K /8"NOM �{ 7/8"NOM. 7!8'NOM. 5116"A/A PVB I 5/16"A/A PVB I 5116"A/A PVB I 6"511A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 7116"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLAS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR c]EXTERIOR 76.79 78.79 78-79 70-79 8-79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 718"NOM. 718'NOM. 718'N7/8"NO7/8'NOM. 5/16"HM SG I I 5/16"H/H SG I I 5/16"H/H SG I I 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 318"AIR SPACE 318"AIR SPACE 5/16"AIR SPACE 5116"AIR SPACE- 1/8"T_GLASS 3116"A GLASS 3116"T GLASS 1/8"A GLASS 118"T GLASS G]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-79 76-79 78-79 78.79 7&79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�{ 7/8'NOM. 7/8"NOM. {�--- 7/16"A/A SG I I 7116"A/A SG I I 12"NOM.GLASS GLASS TYPES 9 THROUGH 114"AIR SPACE 114"AIR SPACE 76.79 BITE"P. '16 MAY NOT BE USED 3/16"A GLASS--\ 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 31 ' GLASS TYPES 5,7,9,11,13 78-79 7&79 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. p�DU`:T REVISEDg�Qh F a GLASS TYPE 15 GLASS TYPE 16 5-2-ra 9l4�s"a! 3a.�jryln — - - 38 111111111 :1LGP�nm No � ?✓!y - - 30 �Q� :P��a•'.1•' VICEN (�� H i adc Product _*: No.58705 =_ '^. GLAZING NOTES: = 7R'- ¢9 SJrROSOWSKI W. "A"=ANNEALED Dexrfption: =�•: �-2• ► �� 1070 TECHNOLOGY DRIVE GLAZING DETAILS TYP.GLAZING DETAIL "H•=HEAT STRENGTHENED -D `� 'T"=TEMPERED ® �O •.• ST OF •�� N.VENICE,FL 34275'PV8°=.090'TROSIFOL PVB BY KURARAY AMERICA INC. � '. ORIDP-. ��: (941}-0BD•1600 71tic"so"=.090'SENTRYGLAS®BYKURIIRAYAMERICA INC. �� s SINGLE HUNG WINDOW INSTALLATIEN- 05/15/15 10NAL wraF°s2,'nwc FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 111 f 1 I 11111 Serlac/ModaL• ScaliSheeL. plrwing No. Rev: A.LYNNMILLER,P.E. ALL RMIItS a SH-5500 NTS 5 OF 131D-SH5500-01 B P.E.#58705 CERT-OFAUTH.N29298 TABLE 5: TABLE 4: al-Tfpe Sen-Sash 2 TABLE 6: Go.Types DesignPressure,@sfR7 5 D=(OWnauphan saeh Height Design Preeeure,IheFB ota.ryp-a Design Pressure,@eMz 6,8,700 Rel"iIxe1 Rarp0Wbdw FZ. 01) ox 8uskwdth(v &760 R2 Heiv shorn uPt049 1 51125 29.5 Eq." 11.309 +55.0 .70.0 +650 -70.0 465.0/-70.0 -1-50.0 W ini Lwl R4UR Lwl RI For so wlndaw8 eesh i szes 9fa Q Cortege 14.517.15,570 +860 -760 +55.0 -70.0 p2 Far all lMMdw aid sash saes 28EgaH'w 11583.14.516 4610 •70.0 4850 •760 SEE TABLE 9,SHEET 6 FOR smMad Predaw 11.377.11.552 4610 -70.0 4650 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. T91lem 23517-25288 465.0 -700 455.0 -70.0 ANCHOR GROUP AND QUANTITY. 5tehdnd Cottage 20.1158.23516 +860 •70.0 465.0 70.0 7.578 Eq.Wlte 17,511.21.951 MD -70.0 466.0 •70.0 StaMad Pm4m 14,517-17515 465.0 -70.0 +65.0 -70.0 0 shaleu 11.377-14.518 +65.0 -rao 495.0 -70.0 D Tarat 27.353-31.911 +65.0 -70.0 4650 1•70.0 Cato.Sto 21.517-7/.582 461O -ra0 4650 •760 SW-Wd CaaaOs 23517.26515 +05.0 •70.0 4650 •7D.0 QlJ HEADER µ Eahewro 46.517.23.516 4010 -70.0 4655 •760 O HEADER SUMard Praimv 17.517.20.518 +650 -70.0 465.0 •70.0 23 asmmste 1!.517.17516 466.0 •70.0 .55.0 70.0 23 shn t 11,377.14516 +510 -70.0 +es.o 700 D o Tarot 31.583.36911 4630 -MO +BsO 40.0 Sotoatd CM p 25517.31.682 +65.0 •70.0 466,0 •70.0 a EquWlto 20.617.26.516 4810 •70.0 466.0 •70.0 Q MEETING RAIL 46 swowd PmA 17.517.20.518 +655 -760 +56.0 -760 MEETING RAIL w 0.1029 sue 14.517-17.515 +650 •70.0 465D 70.0 Q Y6 a catomste 12517.11518 .65.0 •70.0 +6.5.0 .MO 27 EXi6t10R swell 11.377.12.516 +65.0 -70.0 465D -70.0 EXTEAbA 24 24 Telbsi 33205.37.630 465.0 -TSD +650 70.0 g o DSladerdC ltape 26.517-33207 465.0 -70.0 465.0 -760 ° 23 EgreHea 23517-21.518 +65.0 •70.0 +85.0 -70.0 23 O Cestan 6te 20.517-21.516 485.0 -70.0 489.a -70.0 JAMB JAMB 00.015 Sb d dPmdew 17.517.29.510 +610 -29.0 460.0 -760 EXTERKA SASH ExrE�roR SASH g aatamso. 14517-17510 .610 -70.0 406.0 70.0 a HEIGHT Y, HEIGHT c.size 1 12517-14.516 465.0 -70.0 +650 .70.0 shodmt 1 11.377-12518 +85.0 -70.0 4550 -700 701081 I 30.517.41.5M +85.0 -MO 4610 •70.0 StaMard Ca0a9e 31.517-35.516 +65.0 -769 1485.0 -70.0 QI 23 E"w" 20,51T-31.610 +010 -70.0 4650 -70.0 23 Srrd.d PW- 2&517-29.618 +65.0 .70.0 465.0 -760 SILL D 02 07.1011 Ste 70.617.23.518 +65.0 .70.o +65.0 -70.0 SILL D Catam Size 17.517-2D.516 +610 -70.0 +BSO •70.0 Ca14m Ste 14617.17.518 +10 .70.0 465.0 461 lO Cam Eta 13017-14.518 48610 -70.0 465.0 -07.3 ShatasI 11.884.13.010 +619 -70.0 465.0 EBS WIWI 36.517.41.840 4610 -70.0 465.0 00.0 0 Custom she 38.517-39.515 4810 •70.0 -WO -70.0 Eq.141. 35,517.36.610 4660 •70.0 1 465.0 1 760 75 Caton Ste 32517.35.510 4810 .70.01 4610I-70.0 SECTION DETAIL FOR WINDOWS WITH SlaMedPrviw 29.517.32.510 465.0 •70.0 1 4s5.0 I-760 SECTION DETAIL FOR WINDOWS WITH LEVEL Ri REINFORCEMENT&GLASS TYPES 5,6,7&8 as 429510 26.517-28.618 .es.o •70.0 465.0 47.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE srodesl 25.510.29510 405.0 -760 .es.o chs REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq S,, 96677.41,1104 +630 -70.0 465.0 •703 APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) as welarn ste 31617-36.618 4510 -710 405.9 .6&5 CONFIGURATIONS) PR:,DU:.�Re rSSEat slmtladPmlM• 35616-35.516 4010 -rao +650 chs 01.70 Tars1 --41-50 4116.0 -70.9 1 466-0 E&5 65a.7tglyingc iththe Flodd5. SEE TABLE 10.SHEET 9 FOR ANCHp OUP AND QUANTITY. amidan8 Code -- --- - - -------- -- - "MIN.SASH HEIGHT=WIND W bU' 01147 50.1313 AaccPtcnco 1,10 .m DBIC rf(y� `�C?ri...GEN ttl 11 . �C/��. Revision: 13y QC\: 1� SF ili=i nd*pm&ct * N0.58705 *r NOTES: "0 ® Dwadp9on: Drum W. �' ,�u; 1woTEcxlNOLocvDROVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. • ST TE 0 : -(/` N.VENICE,FL 34275 Cis'•gORIOP.•'G\2�� (081}4801600 Tge: : 2)FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 7"2 S�ONAL EN��\ SINGLE HUNG WINDOW INSTALLATION LM 05/15%15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN 2777E F I 1 111111// PGrNXefRlF3.M Serles/Nodel: y�te; Sheet: pmRfny No. Rev; aMFIESERVIM ON THE TABLE. A.LYNN MILLER,P.E. �� SH-5500 NTS 6 OF 13 MD-SH5500-01 B P.E.058705 CERT.OFAUTH.p�298 TABLE 7: - - - - - TABLE 8: - - aw ltz15 I Sa1Mm s®n 7 mem7roa - Rmal.a1e CR4pQv*dhm sash 70. DtsiOn Pre69ltre,lbaflt tk+s 13914 Da;mipStD toryven sash HeFga Des lgO Pre0aon162lrl2 Rmat 44wt 0.t Hefet4l Wmduw Rage 003 irndwr8.0 wft ROlat,lava{ Ra00a@Wiadmv F.."(h0 Wind-Ras4W41,60 3 014 Slmem upt.40 1 48 52125 1 64 3 HOOht Sham le 24 1 32 36 40 1 49 62.125 1 54 316 EgaaHae f7.3B4 +m.0 410A +700,•5140 +m4•1140 1740 dm0 235 EarW48a 11.392 -70.01-110.0 -70.01-110.01+70,01-110-0 +7109 1-110,0+70.0 1-1140 1 70.4-010.0 .70.tl-110,0 1.70.0 1410,0 St3admd Cottspa 14,517.1500 470.0•110.0 +70.0-110.0+700,110.0 .70.0 411¢0. Sloa0a01CW4pa 14.517.75070 +71A•110,0 •70,0-110,0 70.0•110.0 •70.0-110A 171,0-710.0 70.0-110.0 •70.0-110.0 •700 A*0 28 Eq-148s 11.563.10.578 +70-0•110.0 -Me-110.9 +700•7740 +704•110,0 28 E4u"o 11.:03-74518 +710-77010 +70.0-110.0-70.tl 410.0 -70.0.-110.0 •70,0-170.0 +70.0 41411 •70.11-Ilea .700-ilea Siandm4 P,K0w 11,377-11502 +7010-11010 -70.0•170.0 .70.0•110.0 -70.0 410.0 StaMatdProdew 771017.1150.2 +70.0-11010 70.0-110.0 fee-110.0 70.0 -110.4 +70,0 11D0 +70.0-110.0 +70,0-110.0 •70.0-110.0 144.1 21517-25268 +7910-1 me Me•110.0 rToo•110.0 -700 410,0 T.H." 23.517-25388 70.0-110.0 .70.0-110.1 170.0-170.0 •70.0-110.0 +70,0-ilea +1010 Alto 11.0-Stan 70.0 410.0 HEADER Sranexd CO0a2o 2dD5e-2151a 170,0.110.0 +70.0-110.0 •70.0•110.0 17.0•110.0 Stmdard C4Reve 20,950.23518 •70,0-110.0 70,0-100 +70.0-1140 -70.0-710.0 +lab-170.0 +70.1 170.11 .70.11-110.0 •70.1-1,0,0 25 37.975 Egiat4Ce !7.517-21.457 +70.0•110.0 +70.0-110.0 +70.0•110.0 +me 4040 37,376 zpaH80 17.517-20957 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Y 2 1 2 2 t ? 2 / 3 2 7 3 2 i 3 R 61n4W ra6gle x0.936-239te 1 Z 1 1 2 2 + 2 2 1 J 3 i J 2 2 3 2 2 3 2 1 2 1 1 2 2 1 J Z 1 J Z R a 2 2 4 Z 2 4 2 1 2 1 1 2 Z 1 2 2 1 ? 2 1 3 2 1 3 2 1 3 2 JT.378 EgtNEte 17.517-20.957 2 2 7 2 2 2 2 2 2 2 2 2 2 3 2 2 J 2 Z 3 2 Z 2 i 2 2 2 2 3 1 2 3 2 T 3 2 2 3 312 S 3 2 3 i 2 2 2 2 2 2 2 Z ? 2 2 Z 2 3 2 2 3 2 SlapaO PmAw 11.611.17516 ? 2 1 2 2 Z 2 2 2 2 Z Z 2 2 2 2 3 3 2 3 3 2 2 t 7-2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 J 2 Z 1 2 Z 2 R Z 2 2 2 Z R R 3 2 2 2 2 2 2 Saole3t NAT7-14!18 2 2 t 2 2 2 2 2 I S 2 2 2 x 2 2 2 D 3 2 1 2 2 1 3 2 2 2 2 2 2 Z ? 2 Z 1 3 Z d 2 2 3 Z 2 / 2 2 2 2 2 T 2 Z 2 Z ; 2 2 2 2 2 2 2 T46et1 V-563.31511 1 3 1 1 3 2 1 S 2 1 3 2 t 4 x 1 4 2 1 4 2 1 3 1 t 3 2 1 4 2 1 4 2 1 4 2 1 4 R 1 1 2 1 a t 1 3 2 1 3 2 77-2 1 3 3 1 73 2 1 3 2 tb t.Eno, 26.517-2t- 2 3 1 2 1 2 2 3 2 Z 3 2 2 4 2 2 1 2 2 4 2 2 3 1 Z J 2 3 3 Z 2 3 7 2 4 Y 2 4 2 2 4 2 2 3 1 Y 3 2 2 J 2 2 3 Z 2 S 2 2 3 2 2 1 2 6ta15ma Gdtny6 2&517-2651$ 2 3 1 2 3 2 2 3 2 2 3 2 2 1 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 ? 3 2 2 1 2 2 4 31 2 d 3 2 3 1 2 7 2 2 3 212 S 2 2 —3T-2 2 9 Z Y J 2 44 EgwNSe 80.617-23616 Z 2 1 2 Z 2 2 2 2 213 2 2 3 2 2 J ] 2 3 3 2 Z 1 2 2 2 2 3 Z 2 3 Z 2 3 3 3 4 3 2 tl ] 2 2 1 2 Z 2 2 2 2 2 2 R 2 3 2 2 J Z 2 a 2 socctl Pra4N 17.617-2¢618 2 2 1 2 2 x 2 2 2 2 2 2 2 3 3 3 3 3 2 3 3 2 2 1 2 2 2 7-2 2 2 3 2 2 3 3 3 J a 3 S 3 2 ? 1 2 2 1 2 2 2 2 2 1 2 2 2 2 1 2 3 3 Z Goan 6bn 1469.17.618 a 2 1 3 3 2 J 2 2 3 2 2 3 2 3 3 3 3 3 ] d 3 2 1 3 2 3 3 2 2 3 2 2 3 3 3 3 3 a 3 3 9 7 2 1 3 2 2 3 2 2 3 2 2 S 2 2 3 2 2 8 2 3 shmteet 11.377.14618 3 2 1 3 Z 2 3 2 2 J 2 2 3 x 3 3 2 3 8 2 3 3 2 1 3 ? 2 3 2 x 3 2 2 3 2 8 3 2 3 3 2 3 3 2 1 S 2 2 3 2 2 3 2 2 S 2 Z 3 2 3 3 2 3 Toktf 31.W3.35911 1 3 1 1 3 2 1 3 2 1 4 2 t 4 2 1 4 2 1 i 2 1 3 1 1 4 2 1 4 2 1 4 2 1 a 2 1 6 2 1 6 T 1 3 1 1 7 2 f J 2 1 3 ? 1 J R 1 J 2 1 3 2 Btn4a+e 45164 X517-J1982 2 3 i 2 J 2 Z 3 2 2 3 2 2 4 2 2 1 2 Z / 2 2 J 1 Z 3 R Z 3 2 2 1 2 2 4 2 2 6 8 2 8 3 2 3 1 2 3 2 2"2 2 3 2 2 3 3 R / 2 2 4 2 E41o1r39 20.517.26378 2 3 1 2 9 x 3 8 2 3 J 2 2 3 3 2 4 3 2 4 3 3 3 1 2 3 Y Z 3 2 2 3 2 3 4 S 3 4 1 3 4 3 2 3 t 2 9 2 Z 3 2 2 3 2 2 3 2 2 3 x 2 3 2 4H 6'IaAm0 Pl9dtn 17.37.20.616 3 T 1 3 2 2 3 2 2 3 2 Z 3 9 3 3 3 S 3 3 3 8 2 1 9 2 2 3 2 3 3 1 2 J 3 3 3 H J J 3 J J 3 1 3 Z 2jf3 �!2 J 2 2 3R 2 3 3 Qaia4761en 148tt-1791& 3 Z } 3 2 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 x t 3 2 3 3 2 Z 1 2 E 3 ] J 3 3 b 3 3 / 3 $ + 8 2 2 3 2 2 3 2 2 S332 3 7!.517.14516 3 2 1 3 Z x J 2 2 1 T 2 3 2 3 3 2 3 1 2 S 3 3 t ] 2 2 3 Z Z 3 2 Z 3 2 3 4 3 4 4 3 d 3 2 1 3 2 2 9 Z 2 1 2 3 3 R 3 b Z9 sta4+s1 11.377.125+8 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 2 2 S 3 2 1 3 2 2 3 2 2 3 2 S 3 2 3 { 2 { 4 2 1 3 2 + 3 2 2 3 T 2 3 7 2 1 2 3 3 T 3 _ Toad 33310-37.636 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 6 2 1 4 2 1 4 2 1 5 2 1 6 2 1 8 2 1 3 1 1 3 2 1 3 x 1 b 2 + 1 2 1 4 2 1 ! 2 6!817884 Wtpn 16811-33271 2 3 1 2 3 2 2 3 2 2 4 2 2 4 2 2 4 3 Z 5 3 2 3 1 2 D 2 2 d 2 2 4 2 2 5 3 2 6 a R S 3 2 3 1 2 3 2 2 3 2 2 S Z Z 3 3 2 4 2 2 1 2 tl E4' � 23517•?QBtB x 3 1 2 3 S 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 2 3 i 2 S 2 2 3 2 2 3 2 2 4 3 3 4 -FT-3T-4 3 2 3 1 2 3 2 2 3 2 3 3 Y 2 S 2 2 3 1 2 3 2 g5 Omigo 6ae 26617-23A16 D 2 1 9 2 2 H 2 Z 9 3 R 3 3 3 3 3 a 3 3 3 3 2 1 3 2 2 3 S 2 3 3 2 3 3 3 3 4 S J 4 3 D 7 1 S 2 2 3 2 2 3 2 2 3 3 2 3 3 2 3 3 3 sttt4a4Pemfor 17517.25616 3 2 1 3 2 2 3 2 2 b 2 2 3 3 3 3 d 3 3 3 J 3 2 33 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 b 2 2 3 2 2 3 3 3 3 3 3 C ton 804 16517-77518 3 2 1 3 2 2 3 Z 2 J Z 2 3 2 3 3 3 3 3 3 3 3 2 i 3 1 2 3 2 2 3 2 2 3 3 3 4 3 4 / 3 1 2 R 1 JcoMon Z 2 3 2 2 8 2 Z 3 2 2 d 2 3 1 2 1 SEa 1237-14018 3 2 t 3 2 2 3 2 2 S 2 2 3 2 3 3 2 3 3 2 3 3 2 i 3 2 2 3 2 Z 3 2 3 / Z 3 9 3 4 4 3 / D 2 } 3 2 2 3 2 2 3 2 2 3 T 3 3 2 3 3 2 3 6laant 11.371-t26fe 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 9 4 ? 3 3 2 1 3 2 2 3 T 2 3 R 3 4 2 3 d 2 1 4 2 4 3 2 1 3 2 2 9 2 2 3 R 2 3 2 2 1 2 3 S 2 3 T40>51 9557.4 AU T? ! 1 Z / 2 2 4 2 2 4 2 2 5 2 3 0 S 2 6 3 2 4 1 2 4 2 Z ! 2 T S 2 2 6 3 3 6 3 2 6 3 2 4 7 Z 4 2 2 4 2 2 4 2 2 4 2 2 1 2 2 ! 3 bYm4m604+po 1f.b7.366t8 3 5 1 3 7 2 1 3 Z 3 4 ? 3 4 3 3 6 3 a 6 3 J 3 1 3 4 2 3 i 2 3 4 2 3 5 3 3 5 J 3 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 ! 2 3 -L3 2 Eyw781e 26017.01918 3 7 1 a 3' Z 3 ] 2 J 3 Z 3 / 3 9 4 3 a 4 3 3 3 1 3 3 Z 3 3 Z 3 4 2 3 4 3 3 6 4 3 0 4 3 J + 3 3 2 3 3 2 3 3 2 S 3 -2L[+3 3 D 3 S GMr4W Pmde 216tT-28078 3 3 1 3 3 2 3 3 2 1 3 2 3 J 3 3 4 3 3 4 3 3 3 f 3 3 2 3 S 2 3 3 314 4 3 f 4 4 / 1 t a 3 t 3 3 2 3 3 3 J 3 2 3 3 2 3 3 3 3 3 3 02 Oolo n fo c 20.517.23610 3 2 1 8 2 Z 3 Z 2 3 3 2 d J 3 4 3 J 4 3 3 3 2 1 3 2 2 3 S 2 4 3 3 4 3 3 4 4 4 4 4 1 1 Z 1 J Z 2 3 2 2 3 2 2 3 3 3 3 3 3 3 7 3 1287817 laRp 1737-2&815 3 2 + 3 2 R 3 2 2 3 2 2 4 S 3 4 3 3 < 31423 2 i 3 2 2 4 2 2 4 3 3 f 3 3 6 3 1 5 d 4 H 2 1 8 3 2 1 2 2 3 2 2 3 2 3 3 1 3 3 3 5 Catton Sian 1457-11.918 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 3 ] 4 2 1 4 2 2 1 1 2 4 2 2 4 3 3 6 3 4 8 3 4 4 R 1 1 2 2 1 2 Z 4 2 7 1 Z 2 ! 2 3 1 1 8 Cabr4m Soo 11517-14578 4 2 f 4 2 2 / 2 T ! Z 2 4 Z J / 2 1 / 2 3 d 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 ! 4 Z 1 d 2 ? 1 2 2 4 2 2 f 2 Z 4 2 3 / R 3 81atm1 7+.884-13618 4 2 t 4 Z 2 { 2 2 4 2 3 / 2 3 4 2 3 4 2 J 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 6 ? 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 TdIort 3TS9.4B.641 3 4 1 a 4 2 J 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 Z 3 4 2 1 0 2 3 6 3 3 6 d 3 6 3 3 d 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 Y t]ot S&SCn 3807-39918 3 4 B 3 4 2 3 4 2 3 4 2 3 3 3 3 D a 9 5 3 3 4 1 3 4 2 3 4 2 3 b 3 S 6 3 3 3 J 3 3 3 3 4 1 1 4 2 3 4 2 3 4 2 a 1 2 9 d 3 3 4 3 EgtY4U J6M•36618 3 9 + 3 3 2 3 4 2 3 q 2 3 6 J 3 5 3 J 6 3 3 3 1 3 4 2 3 4 2 3 B J 4 6 3 4 5 3 4 6 1 3 3 1 S 9 2 3 J x 3 3 1 3 4 Z 3 d 3 3 / 3 1 T8 Onfam Sten 3257-35618 3 3 i 3 3 2 3 3 2 3 4 2 4 4 3 d 6 3 ] 4 3 3 3 1 7-3 2 3 / 2 4 4 3 4 5 3 4 6 4 4 0 4 3 3 1 3 3 2 3 3 2 3 3 2 3 7-3 3 4 3 ] 4 3 ' 6WAM F.W. 26517-32516 3 3 1 J J 2 3 S 2 4 0 Z 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 4 5 3 1 5 { f 0 1 J 3 1 3 3 2 3 3 2 3 3 R 3 3 J ] 3 3 ] 3 1 Oman V. 26617-266te { 9 f 4 3 2 4 b 2 4 3 2 i J 8 4 f 3 d / 3 ! 3 7 / 3 2 4 3 2 4 H Z 1 { 3 8 4 ! 6 1 4:f4 6 3 / 4 3 Z 1 3 2 1 5 1 1 d 2 { 3 J 4 J 1 ehatmt Ma16-26610 4 S 1 4 9 2 4 J 14 3 2 4 3 3 { 3 3 4 3 3 4 9 1 4 3 2 1 3 2 4 3 2 4 3 3 4 4 J 6 i 4 4 J 1 4 9 2 4 3 3 4 J 14 3 Z 4 3 J 4 3 3 E4W4le 36&/7.4+.614 1 4 1 J 12 9 4 T ! ! ] 4 6 ] 4 6 J 1 5 3 3 4 1 ] 4 2 4 / 3 4 6 a 4 0 3 4 S 3 d 5 J 3 1 1 3 1 2 S 4 2 3 4 2 3 1 7 3 1 3 S 4 3 L OD'.tati 828 ]687-86b16 4 1 t 4 3 R 4 9 T 4 4 2 4 4 3 4 8 3 d 4 3 i 3 t 4 4 2 4 1 2 { ! 2 / ff b 8 8 4 4 3 4 4 2 1 / 3 2 1 3 2 { 3 2 i 3 2 4 d 1i 4 3S wD pw. 31610.15518 4 3 t 4 3 2 f 3 R 4 9 2 4 4 3 { 4 3 4 4 3 4 3 7 1 3 2 4 3 2 4 ! 2 4 4 3 4 4 J 3 tl4 4 3 1 4 9 2 4 ] 2 4 3 2 1 3 2 4 3 2 4 3 3 halm --41.60 4 4 1 A 4 2 4 4 2 4 ! 2 4 4 3 4 6 3 t 0 1 4 4 i 4 4 2 4 4 2 4 4 2 t 9 3 f b 3 0 6 4 4 4 t f 4 2 4 4 2 4 4 2 4 4 3 4 4 2 4 4 3 PRODUCT REVtSFD SEE TABLES 7$6.SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ,y camptyerg lvi'31tha F MIN.SASH HEIGHT c WINDOW BUCK HEIGHT-50.136 i Bnitdins Coda Aeccprw -Ns! ^O 00 i Expiration Date 1 :�,�'��•''•IGEN 'HSC B d2 avli ado PxD6�3st d3xttr * No.58705 hr 22 _ }FRAMEDIMENStONSAREBUCK.'MR'<MEETINGRAIL = •'•. ST TE OF 17,:x•1•: CE.107DTECHNOL.OGYDRIVE AN QUANTITY TABLE ROSOWSKI ,� .• ,�, N.VENIFL 34275 �,. •.tORtO?.•' \�i (071}411(1.1600 7dk: Dots: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. .��dTSf�ONp�'�N N\\ f2oPrrao11r422�7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1771 u I l t i t t LLRIG tiB IRES INC 3)REFER TO TABLES 2,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, AL3.Wd1f6 NE3FJtvED Se7k6/LfsdeF. So67a Sheet: D/0171n1)Na ROY2 A.LYf•AI MILLER,PC SH-5500 NTS 10 OF 13 MMI-15500-01 B P.E.tf 56705 CERT.OF AUTH.8�208 3500' 3.500" 3500" 3.500• -��-- .062" -w-I�- .062' - - .062" -��- .062' �a 1.483' IA83 a 1.483^ a 1.483' .070" -►��-- .060° �,�7 1.184" (+- �r�oC10 C�C�❑ ��1C7L�❑ �� Off❑ 715" .8110, 070 1.185, .625" 1 375• O J-CHHEAANNEL EL FRAME •625' D O HEAD%AMFLANGE F BSE ,.375' O HIEAD/JAMB Oa HEADIJAMB E EQUAL LEG FSE LIGHT SASH 1 HD SASH I 23 REINFORCEMENT 25 REINFORCEMENT 3.483' --I 3.483' -•-I 3.483' -r{ 3.483" -y{ 070' -�{�►- 1.187 I- .D70- -�If+- .062' -+•••�E+- .osz• -��- .Osr -��-.- .O6r .791' 1036• 1.Da1• D fl� ----7777}----� 1 � .,�- D 2.444" D 2.444° 2.444• D t 1.331- r- -� 1.340" �- a�� a �o a �� 2444' O STANDARD O REINFORCEMENT 28 MEETING RAIL 27 410 - ❑ � �O❑ � OQ a REINFORCEMENT L� 00❑ ' - .625" D FLANGE 7 FIN FRAME 8 EQUALLEG 1.375 O FRAME SILL O FRAME SILL ,3� O SILL O FRAME SILL 1 l �-+- 1.877 -+{ � 1.841- T 1215• 2.100" 1.472' 1565• 1.630' I 1.376" 1� 2.176" I .065' o O .065• , 1 .035' -974' J.. .590" .07 .050' .471" .59D" } _ 6� .34T J_. .355" LLLSSS 1�1JJ1 J ---� 1231• �" � ,.ODO' �- � .060 SASH STOP� � � .070' � .050' 14 MEETING RAIL 16 BEVELED BEVELED FIXED SASH RAIL 17 ��R� 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER LIFT RAIL LIFT RAIL 21 INTERLOCK 22 INTERLOCK COVER PRODUCT REVISED ae complying avith the Florida building Code --- - tt1111111117/r7 A-pl-No 17-Na-�*t 65 - `�` RaNMcn: EarariaoDle 2D�11- S iy •o" �r .175 .300• � \* NO.58705 P�:.�•1.10EN �.•(�(��- P4fa_ui Ftu1'>at� I�.754' .750' _ : _ .035 �� .025' �_T}I ^-O G�J'2-- nF. DeycrlPyon: Dmwn gy: LAMI IG EXTRUDED ROLLED '., I�•'�� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING O SCREEN FRAME 81 SCREEN FRAME i FS•••:c�ORIDP.•'G\, � (eal�ea16003az75 Tick: : s/ NAL N . __ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /l to l l l l 11�11`` XF-maTPoEe,17. ALLRIOItt8RESEWED Seriee/Awa. Scde: sheet: Drowln0 Na Rer. A LYNN MILLER,P.E. SH-5500 NTS 11 OF 13 MD-SH5500-01 B REA 68705 CERT.OF AUTH.829298 --- - - - -- -- - - - - - SILICONE HOT-MELT-BUTYL-- TABLE 12: TABLE I2,CONT.: STRUCTURAL Bill of Material Bill of Material,cont SILICONE STRUCTURAL 114"NOM. FOAM 3/16"NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE WITH 1 1 Sing a ung Frame Head&Jambs- hanne PVC 20197 Auto Lock Mechanism C Steel WITH DESICCANT DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 776X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS INT.GLASS INT.GLASS 7 620107 SWDH Frame Sill-Fin PVC 51 420181 UR I Beveled Tilt Latch Comer Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS 76 4SG TPS 0 SPACERW NXT'" 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/ScrewCover PVC 56 720207 1"Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tift Latch Finger Pull Cast Znc BUTYLENE 21 620157 Beveled interlock 6005 T5 All 59 420180 Piwt Bar Comer Key PVC 5/16"NOM. SEAL 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar Ss BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720191 Sash Pull Handle Cast Zino DESICCANT ROLL-FORMED 25 620152 HD Sash Reinklrcemerd 6063 T6 AI 64 72D194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SST•GLASS 27 620154 HD Meeting Rail Reinforcement F.', :�S,,S 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187 x.270"Fin Pile 67 778588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.190"x.300"Foam Bulb 72 720135 Lanni I.G.Bead PVC 32 61719 Weatherstrip,.187 x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseal 75 71646N Setting Block(7/8"x 1"x 118"),85+/-5 duro. EPDM ® ' 35 787(1MTTT 118 x 1"Ph.PH SDS(Intedock Mounting Screw) 80 61012 Extruded Screen Frame Alum O DURASEAL Ta XL EDGE . 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 0 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 At 82 7CKGLI321 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X)000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Farce Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Store Nylon 87 61635!81814 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX 48 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS EK Description Material I:RODUCr REVISED us —Ply-g wish d+e Fkewa mmeding 4SG TPS Spacer System See this IIIIrrr l 1�OF3o.o5 anexSuperSpacernMwithHotMeltButyl Sheet for � pNYNN �., Revbti - F nanex Duraseal Spacer MaterialsDY rdinal XL Edge Spacer REFERENCE TEST REPORTS:FfL-8717,8968&8970 *: No.58705 =' r �; 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI •'. S7gTE OF �� N.VENICE.Fl-34275 �i�C�s ••:c�ORIDI!,.•'••\!��` (�1> -1600 SINGLE _ NOTES: NGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '''�is�ONAL�NG��` coPeyrGrroam 1)PVC BY FNERGI WINDOWAND DOOR PROFILES,LTD.,TO BE LABELED FORAAEXTRUDER CODE. rrrrr1111111�1 W f�RVm �do�oAN: ° Sheaf: Orvdrq No. Rer. MA 2)ITEMS#9-13.15,24,28.29,34,39,61,62,68-71,8 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A LYNN M81ER,P.E. SH-5500 NTS 12 OF 13 M D-SH 5500-01 B P.E.N 58705 CERT.OFAUfH.529295 OPT.SWEEP LOCK O 46 qg OPT.ALTO LOCK \ 78 47 i 57 OR 58 I I qg BS ' 51 OR 52 45 j 1 O o O 55 i OPT.PULL RAIL I 22 82 ORO 19 INTERLOCK& I! I ! ! COVER ji 56 't I O 87 86 35 ! I OPT. BEVELED 1 ! MITERED FRAME WITH ! ! 21 INTERLOCK INTERIOR AND EXTERIOR 18 i '•o &COVER •! \ FRAME WELDS O ! 18 54 72 X4 72 X4 16 53 80 OR 81 ` II 14 sP1A1?�E____._` i' - - __` l`'•� SCREEN ACHES' � '�, P?, 6 as so p wPniLinHDLE ASSEMBLY '' t�; /' '�_, ;• � DETAILS TCH 41 40 CONSTANT FORCE '� � �L J 18 OOR 83 BALANCE OR \ - dY! -- OPT.PULL —40 OR 43 42 43 SPIRAL:BALANCE HANDLE 7 16 MITERED FRAME WITH r: SASH INTERIOR AND EXTERIOR 37 ASSEMBLYFRAME WELDS 66 -` 36 DETAILS •��� EXTERIOR XTERIpR \ 38 : 59 I e t"ODUCTREVISED A7'7AES 7prs complyinx ttiiu(fr,:FIo:i3a 5 . .. - AccedPvCs� -- - - — 1'•.� __.___.___—_____ Expiration Date 26 ------ 17 n a, FRAME �` CNY LYNN �,���' Revslan: b ASSEMBLY DETAILS ,t r ^b•58705 Description: Dmwn By: �00`:�L^�22 `/�;y 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: EXTERIOR 11`'••�•- 0°�'�, T TE OF r "° N.VENICE,FL34275 \" t� '•.FI ORIDA„ ��': (941}-0841600 TBb: Date: 2)SOME PJ-CHAN�FRAMESHONOT PARTS#N8 OTDRAWING FOR FR CL TYPES APPLY. ,'�;ss'/p•" r1�'��`� Co rozSINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 /,It NAL�yl� I'VfWDUSIiiES,Yic. serial/AwdN: scall. sh-b DmWnv No. Rer. 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7. t 1 'I 111 ALLwcxism 4)USE ETHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LYNN�ILCt`R,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 B P.E#58705 CERT.OF AUTH.il29�8 I I flop RoLLf - Al D.A lehur-) Z:�05—f,*LLAv- oa,J T40 S M IAM l• MIAMI-DADE COUNTY MAWAMM 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)31562599 NOTICE OF ACCEPTANCE (NOA) www.miamldsde.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be.used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County)and/or the AHJ (in areas other than Miami--Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone.- DESCRIPTION: Series"HR-510 Vinyl" White PVC Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact-resistant", sheets 1 through 10 of 10, dated 08/12/09,with revision C dated 05/29/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant 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 and renews NOAH 11-1114.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0612.14 MIAMI•DADE COUNTY Expiration Date: February 17,2021 Approval Date: July 30;2015 Y7/0 J Page 1 i I i . PGT Industries,Irie. NOTICE'OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. .09-0901.07) 2. Drawing No. 510.1.-1, titled "Vinyl Horiz. Roller Window, Impact-resistant",.sheets 1 through 10 of 10, dated 08/12/09,. with revision C dated 05/29/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller;P.E. B. TESTS 1. Test reports on: 1)Air infiltration Test; per FBC,TAS 202-94 2)Uniform.Static Air Pressure Test,.Loading_per FBC, TAS 202-94 3)'Water Resistance Test,per FBC,TAS-202-94. 4) Large.Missile Impact Test per FBC,TAS 201-94 5) Cyclic.Wind Pressu"r"e Loading per FBC,TAS 2.03-94 b)Forced Entry Test,,per FBC'2411.3.2.1, and TAS.202-94 along with marked-up drawings and installation diagram of a series HR-5.10 vinyl horizontal. sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test.Report No. FTL-591.6, dated 06/18%09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09-0901.07) C. CALCULATIONS L Anchor verification calculations and structural analysis,,complying with FBC-Sty'' Edition (2014), dated-06/05/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2, Glazing complies with ASTM`E1300-04 D. QUALITY ASSURANCE -1. Miami-Dade Department of Regulatory and Economic Resources.(ICER). i Manuel Pe. P.E. Product Control' xainer NOA No.15-_612.14 Expiration Date: February 17;2021 Approval'Date: July 3o 2015 E-1 I PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice4_,AcceptanceNo. 14-0915.11 issued to KurarayAmerica,'Inc.for their' "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15,expiring.on 07/04/1$: 2. Notice.of Acceptance No. 12-1017.02 issued to Quanex Building Products,.Inc., for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 02/07/13, expiring on 12/26/16. F. STATEMENTS . 1. Statement fetter of`conformance; complying with_FBC-511 Edition (2014),dated June 5'.2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller;P.E. 2. Statementletter of no financial interest, dated June 5, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1114.06,issued to-PGT Industries for their Series "HR-510"White PVC Horizontal Roller Window-L.M.I."approved on 02/09/12 and expiring on 02/1.7/16. Manuel PeyA,P.E. Product Control finer NOA No. 15-0612.14 Expiration Date: February 17,2021 •Approval Date:. July 30;2015 E-2 I A ®IMPACT-RESISTANT HORIZONTAL ROLLER �2 6/8"MAX.TYP, 4"O.C.MAX.TYP. 21/4'MAX. ® Design Pressure Rating Impact Rating TYP. BOX FRAME AND INTEGRAL FIN WINDOWS +60/-70PSp Large andSmatiMisslle.lmpact +80/-70PSF Large MlssllelmpactOdy GENERAL NOTES:- iwn�w`v�,..,..wa odaiers�+.•+v) ------ 1.GLAZING OPTIONS: A:7/8"IG -5/16"H/H-SG+7/1611-AIR+1/8"A CAP = i B.7/8"IG -5/16'H/H-SG+7/16"-AIR+1/8 T CAP S2 • = p NOA DRAWING TABLE OF CONTENTS 2.CONFIGURATIONS:XO AND OX. o w SHEET / GENERAL NOTES....................................1 3.DESIGN PRESSURES:+60/-70 PSF ALL GLASS TYPES LISTED w a ELEVATIONS............................................1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE © / / .X g GLAZING DETAILS...................................2-3 .......... AND GLASS TABLES ASTM E 1300. v Ci u- ,- SECTIONS,I.F.FRAME.......................: 4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST v Ci to SECTIONS,BOX FRAME.........................5 PRESSURE AND GLASS TABLES ASTM E 1300. Lo `v u�i PARTS LIST..............................................6 EXTRUSIONS............................................7 4.SHUTTERS ARE NOT REQUIRED.FOR INSTALLATION OF UNITS ANCHORAGE,SPACING,BOX.FRAME...8 30'ABOVE GRADE IN THE HVHZ,THE EXTERIOR CAP OF ANCHORAGE DETAILS,BOX FRAME.....9 INSULATED GLASS UNITS MUST BE TEMPERED. A X O ANCHORAGE DETAILS,I.F.FRAME.......10 5. ANCHORAGE:ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR EMBEDMENT TO SUBSTRATE o SHALL BE BEYOND WALL DRESSING OR STUCCO:THE 33113% 32 314 VENT DLO WIDTH 32 9116 FIXED DLO"WIDTH STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS - . INTEGRAL FIN PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL —73"MAX. MAX.SIZE=73"X 62" SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR 761/4"FRAME O.D. MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.APPROVED ANCHORS:1,3116"ELCO ULTRACON) 2,#10 STEEL SCREW(G5)AND 3.(.120)X 1-1/2"ROOFING NAIL FOR © 73"MAX. FIN. 32 9/16 FIXED DLO WIDTH 32 314 VENT DLO WIDTH 6.REFERENCES.TEST REPORTS FTL-5916;ELCO TEXTRON NOA ANSI/AF&PA;NDS FOR WOOD CONSTRUCTION;ADM ALUMINUM DESIGN MANUAL;QUANEX BUILDING PRODUCTS(WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS AND DOORS) 7.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE; H INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), = w C 8.SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT O / / 10 PRODUCT RBWSED FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF p g as cornplyingwilhthoRttdh TRANSFERRING APPLIED LOADS. t] BuildingCOdo F- / / X iv Acceptance N0 13-061244-- z LL `fl E. iretion Dale ,QOIrj 9.ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE' AND FLANGE OR FIN,OVERALL SEALINGIFLASHING STRATEGY t� T By FOR WATER RESISTANCE OF INSTALLATION SHALL BE C m m tLtinmi adeProduciCrnt DONE BY OTHERS. `�' 10.MATERIALS USED FOR ANCHOR EVALUATIONS WERE X O SOUTHERN PINE(G=0.55),CONCRETE(MIN.3.5 KSI)AND _ 0 , CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-g0. 6 112"MAX. \�\`� 4Y[�N OSI.,.. 61/4" o NSI '•.RAY a 3/4!'— --16"MAx.O.C. BOX FRAME © SEE SHEET 8 FOR MAX.SIZE=73"X 62" — p ANCHOR REQUIREMENTS 6112"Max. — "SG"=SENTRYGLAS BY KURARAY AMERICA,INC. _ UJ_ rre,w onm nwh"c oot mr O'' STPTE SCS 05/29/15 C ED►INOTESFORF9C20J4/REVISEMAXHE/GNT ,0701ECr,NCLoc,rDRIVE ELEVATIONS&ANCHORAGE r% '•, F��RQA,•'��}�` J.J. 10/17/11 B FBC 2010 CODE CHANGE N.VENICE,Fl 34276 *�"� FS,............ "••••••' fir\ QM Refteb"L• Vinyl Horiz.Roller Window,Impact-reststanf �'�,, $/OVAL J.R. 01/18/10 A Added DP/Im act box frame,chap ed title above note P.O.BOX 1520 7 `� D-Mgr- Qpm �yb per, NOKOMIS,FL 34274 ® °'W~' �'°t nnwpNa Ir.r. A.Ll/Ptf♦dh1LLE'f�,p.E. J.R. OS/12/08. FL COA N29296 HR610 NTS 1 d 10 51912 C REA 59705 ® 7/8"OVERALL GLASS NOMINAL 5/16"LAMI GLASS NOMINAL _.1/8"HEAT_STRENGTHENED_GLASS. _- 7/16"AIRSPACE .090"SENTRYGLAS©BY 1/8"ANNEALED OR KURARAY AMERICA,INC. TEMPERED GLASS —1l8"HEAT STRENGTHENED GLASS 1/2"NOM. 29 GLASS SITE 32 89 0 37 28 29. EXTERIOR 35. CI PRODUCT REVISED as complyingavith tho Clodda Building Code / 2 Acceptance.0 t OPTIONAL -/ mpimtion Data FLANGE By -- - - - - -Minmi ade pmba -- ---- 1f-111f! , 7/8" LAMI I.G. GLAZING DETAIL WITH 5116" LAMI GLASS AND 1/8"CAP No.58705 loan ,.O g7fET E OF Ly sC 05/29115 C NO CHANGE THIS SHEET _GLAZING DETAILS-BOX OR FLANGE FRAME =,° ''•,FCt,RIU�..` �: 1070 TECHNOLOGY DRIVE J.J.. 10/17/11 a B NO CHANGE THIS SHEET N.VENICE,FL 34275 !Horiz. Vinyl Roller Window Im ac1-nesisfanf J.R. 01/18/10 A Change lass make up,drawingtitle. P.O.BOX 1520 ommey. arm- cmmavy box NOKOMIS;FL 34274 ® ftmab*tsoyK ane.e y 1� o nro .5191-2 t; A LYP.E.q I60�705 P.E. J.R. 08/11/08 FL'COA p20285 HR510 1: 2 ® 7/8"OVERALL '—GLASS NOMINAL 5/16"LAMi GLASS NOMINAL 1/8"HEAT STRENGTHENED GLASS 7/16"AIRSPACE 0 .090°SENTRYGLASBY 1/8"ANNEALED OR KORARAY AMERICA,INC. TEMPERED GLASS —1/8"HEAT STRENGTHENED GLASS 1/2";NOM. 29 GLASS BITE 320 39 37 28 29 EXTERIOR FIF 35 O PRODUCT REVISED as complying wlih the Florida building Cods Accepiwico No�S�O�0�7•14' OPTIONAL °xpimdon DalelU--Kl7;=j FLANGE °y Mi. ii ado Fr u Ih 7l8" LAW I.G. GLAZING DETAIL \\�,���oN� WITH 5/16" LAMI GLASS AND 1/8" CAP ��� •''ocEHsg'•.Fp No.587°5 Rroder n.� Rnfunr n.wpeue O'• Z 23 `s :S Sc 05/28/15 C NO CHANGE THIS SHEET GLAZING DETAILS-INTEGRAL FIN FRAME `•. R*Ksb= 1070 TECHNOLOGY DRIVE i •. ZORIU?;:••�\`�� J.J.� 10/17/11 9 NO CHANGE THIS SHEET N.VENICE,FL 34275 "° e J.R. 01/18110 RnA Changed lass make up,drawing title. P.O.BOX 1529 Vln 1 Horiz,Roller VWndowr Impact act resistant NONOMIS.fL 3427A ® �` ea~` t»ee R'"roR' 0.LYNNIIA�rc,RE p J fly, ow.R. 08H2/08 ardne FL COA 829290 HR510 1:1 3 d 10 5191-2 C P.E N 55705 19 18 131. SEE NOTE 1 -SEE NOTE 4 --- ------- — - ------- DETAIL D SEE NOTE 1 14 15 16 HEAD SECTION 1 1 0 SEE NOTE 3 t� 29 a o. 29, EXTERIOR 11. SEE NOTE 2 4. 529 22 21, DETAIL A DETAIL B DETAIL,C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES:. 1.#6 x 1/2 FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2.#6 x 3l8 FL SMS,LOCATED AT 4112" FROM EACH END AND AT 16"O.C. 1 3.#J6 x 1/2 FLSMS,LOCATED,AT41/2" SEE'NOTE" 21 FROM EACH END. 4.CAM LOCKS: 29 22 (2)AT 7"EACH END MODUCT REVISED as Complying with the Floflda 5.WEEPHOLES ARE 1"X 3/16".SEE Ouilding Code SHEET 1 FOR LOCATIONS. MOT Amptuceho 15.OWZ t4 WELD Aa EzpiralionDateI 1 SEE.NOTE 5. i i ode lwW' 10 DETAIL E o SILL SECTION HOT WELD CORNER ASSEMBLY � ocerosF' (INTEGRAL FIN) 1 s� No.86705Raw alm. 'f SC '05/29/15'` C NQ CHANGE THIS SHEET .O: sr ear tV Oeh; - ReK+bne 1070 TECHNOLOGY DRIVE .- CROSS SECTIONS-INTEGRA'L FIN f''�F - J J 10/17111 B NO`CHANGE THIS:SHEET N.VENICE,FL 34276 - - i�S `C, me i S � \� -- Vin l Horiz.Roller Windowr-lm act resistant / F J,R:.01/16110 A" No changes fhls sheet. P.O.eox 1520 �ii�n1�1:A1_ tam�„e� p k N NOKOMIS.FL34274, ® ' *v". R'" A00NMILdlikP.E. J.R. 08/12/09 FL CoA Nz9206. HR510 �:`� 4 a, 10 5191-2 C P;E EIM705 19 13. 18 2 SEE NOTE 1 —SEE rvOTE;a -- - - - -_- - --- --_ __ - - -_---------- - - DETAIL D SEE NOTE 1 14 . 15 16 � HEAD SECTION 2 2 0 0 C SEE NOTE 3 Q� EXTERIOR o o 29 29 - 11 EXTERIOR SEE NOTE 2 4 5 2922 21 DETAIL A DETAIL B DETAIL C LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION EXTERIOR NOTES: 1.46 x 112-FL SMS,LOCATED AT 41/2" FROM EACH END AND AT 16"O.C. 2.#6 x.3/8 FL SMS,LOCATED AT 41/2" FROM EACH END.AND AT 16"O.C. 2 3.#6:x i/2 FLSMS,LOCATED AT4112" SEE NOTE 21 FROM EACH END, 4.CAM LOCKS: 2g, .. 22 PUD (2)AT 7 EACH END HOT RUCT REVISED ms complying with the Florida WELD 11mitdiagcode 12� 5.WEEPHOLES ARE T'X 3116".SEE AcceptauccNo Ir9•«o 14— SHEET I FOR LOCATIONS. bac iron n Date, �j1121'. Dy _ _._M*P�9 duct SEE NOTE-5' 10; DETAIL E. SILL SECTION ,0 kv LYN v HOT:WELD CORNER:ASSEMBLY (BOX FRAME) 2 No.56705 yY A'a 7 �31s w R SCS 051291f6. C NO CHANGE THIS SHEET r .0;<\ TE-ur- CROSS SECTIONS-BOX FRAME - 5 Sr Rtanr 1070 TECHNOLOGY DRIVE FLQR{D� 1� 1 10/17/11 B NO CHANGE THIS SHEETN.VENICE:,FL 34275 aW R Vinyl Horiz.Roller Window Im ack.esistant f, ONAL E >` J'R: 01%18/10 A No changes this sheet; P o eox{s2� �r �S/ ` NOK06d FL 84274 ® 'Bi4i� Nwe nN' R�r A1W91IL' 1 .E. J.R. 08112(09. �� FL con azszes HR510 1:2. 5 a 10 6181=2 C P.E.#W0s ® ITEM DWG NO. PART# DESCRIPTION 1 5166. 65166 FRAMEHEAD,SLLANDJAMBS'(FYJONLY) 2 5189 65189. FRAMEHFAD,,SILL:AND JAMBS(BOX ONLY) 21 4.__-,.---5102--' 65102------ FD(6DNYEEnNGR/IY.__ - __ -, - _ _ - -- -- - 13 5 5123 65123 FIKED METING RAY.-ALUMH M REINF. 6 76X1FPAW je.x 1"FH TECH(CAM LOCK,KEEPER) 29 18 8 7SX312PPABX SCR 8X31/2"PPTYPEAB(F0(EDMR) 15 8 71669SP 330025 ALUM SCREW SUPPORT PLATES 10 5138 85138 ROLLERTRACK 11 5138 65138 ANTI LIFT 18 12 71038W INSTALLATION HOLE PLUGS(BOX ONLY) 34 F-21 5105 65105 SASH INTERLOCK RAIL 6 5114 65114 7fiER1 OCK RAY -ALUMWUM RE3NF. 1 76208SLAW CAM SWE P'LOCKS y 76133SLKW CAM SWEEP LOCKKESIER 1644 61644W WSTP 167 x.276 FIN SEAL 5137 65137 SASHSY?ERAY 5114 65114 SY)RAIL-ALLWI MREW 1644 61644W VVWP:A87 x.270 FINSEAL kA 6108 85106 SASH TOP$BOTTOM RUL ,°hl 22 6114 65114 TOP S BOTTOM RAIL-ALUMINUM REINF. 24 �1 23 1644 61644W WSTP.A87x•:270FN'SEAL 24 226-1 42112H) ROLLER HOUSNG 25 7BRVdi2 BRASS WHEaS 26 7612FW 6 x 1/2 FH PHL Wr SAYS 25 27 7638FW 7 x 318 FH PHL WPf S/DIS .28A 68VVA716 7/16'-SUPER-SPACER 28B 6SWIGK38 31W SUPER-SPACER 4 29A 5112 65112 GLAZING BEAD,.1-LITE .32A 718"LAMi LO.GLASS:1/8'TEMPERED (NOT 0UTBOARD-AIRSPACE-1i6"ANNEALED:-.090 / US®) FVB.NrEMAYI3R-118'ANNEALED(5116'LAKY) 32B 1/8'LAME I.O.GLASS*..1/8'ANNFALED (NOT 0UTB0ARD-:AIRSPACE`-118',ANNEALED-'.080 USE)) PVB KrERLAYER-1/8'ANNEALED-(6/16''LAMI) PRODUCTR13YISED ,s complying with tho 0addik 34 SCREEN Building Codd 35 Wi�COVERS Acceptance No(g-Q'p.�2.1 21 Ex iration Date 37 iSErrNGSLOCK 39 SLICONE DOW 1199 By ,ni ade Product Control . -- 40- NOTE: ALL EXTRUDER VINYL MANUFACTURED BY GTUANEX BUILDING PRODUCTS,INC. NN 35 ,ON�CEN F??,<<Fp No.58705. SCS /J6 R~C NO CHANQE TNlS SHEET °Toa° O,� i�h E o BOM&`EXPLODED WEW '•,c(OPID`. 1070TECHNOLOGYDRIVE - (� Q. 10117111 B NO CHANGE THIS SHEET N.VENICE.FL 34275 7r" ��ss ` Vin I"Horiz Roller Window, Impact-resistant '118 0�IAL ;\1' J.R. 01118110 A Removed 314" lass and beadingfrom BOM. P.O.eox 1529rr q."Er p� . I OrK- NOKOMIS,FLS4274 ® �'�►� Btala awe 6'dyNn '" A.LY�JIIIhtiILLER,P.E. J.R. OEi/1?/OB Ft COA b29290 Am NT$ B d 10. 5191-2 C P.E.#68705 REMOVEABLE NAIL FIN - _REMOVE- -- — ---- 20 - -- — --- — 1.0 ABLE: - `1:835-�——moi - - --- FLANGE I 1s47� .070 .065 1.250 :083 174 .060 .060 1.440 A65. . co Q 4.410 00 4 0 FIXED MEETING RAIL FIXED MEETING;RAIL REINFORCEMENT oso ODWG#5102 DWG#5123 SASH INTERLOCK RAIL RIGID PVC O Al 6005-T6 DWG#5905 U3 RIGID PVC 1.647 060 1.160- 3.250 ;1603.250 I.F.FRAME O DWG#591.6 .87ooeo RIGID PVC L®r ' 1.160 :005 .085 1-022 1.022 060 SASH INTERLOCK RAIL REINFORCEMENT SASH SIDE RAIL SASH TOP/BOTTOM RAIL 2.375 DWG#5114 DWG#65.137 DWG'#65106 rxovucr Ri:'visep 4 l9 22 a. 21. ascomplyingwiththoF1aeda Al 6063-T6 O RIGID PVC O RIGID PVC "Uj,di„gc�dC Accepltmce Nogg”b6r7..I L1... Bx iration.D010 :.060 1.305, Ay 1 Miami udel�rodud'[bntr ------ .060 I o .210 .660 3.250 .035 �� UNIV BOX:FRAIVIE >0° Or DWG#5189 I;G. BEAD ROLLER:TRACK/ANTI LIFT `X ' RIGID PVC 9 DWG:#5112 1 DWG#5138 140.58705 DUAL PVC RIGID PVC a �x 5 . SC �0: 9/ .: C 5/215 NO CHANGE THIS SHEET EXTRUSION CROSS SECTIONS �0F :_TE O1= - .Rb4lom: - 1070TECHNOIOGYDRIVE . _ - -, i.� COR10`�.•' \�. JJ. 10117111 8 NO CHANGE THIS-SHEE7. N.VENICE.FL34275 S J.A. O1118V1b A NOKOMIs. s4zra ® Vs inyl Horiz. Roller Window,Impact,_resistant ' CONq A`p \\ Addod well thkkness to eflaxlmslons removod tiaedirt for3/4' less, HR6fU 7 a 10. 5191-2 G A 'P.154587059 grwmeY QaFnc .... .whK J.R. 08112108 9 9 FL con nzs s f.� ` HEAD,SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF+601-70 PSF OR LESS ----ANCHORAGE-NOTES-FOR-BOX-FRAME:---------- --- - WINDOW _- ANCHORAGE NOTES-F-OR BOX-FRAME:--------- --- -WINDOW HEIGHT(in) ®1. ANCHOR TYPES: 1-311W ULTRACONS BY ELCO(FOR MASONRY SUBSTRATES) .. - ----- - - ---- 24 30 36 1 42 1 48 1 54 60 62 MINIMUM EDGE DISTANCE OF T'. 2-#10 SM SCREWS,GRADE5(FOR METAL AND WOOD SUBSTRATES) WINDOW ANCHORMINIMUM EDGEAISTANCE'OF 318". WIDTH(in) LOCAl10N #OF ANCHORS REQUIRED(TYPE 1 OR 2) . 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. Head and Sill 2 2 2 2 2 2 2 2 6.5"MAX:FROM ALL CORNERS .24 JAMBS-16.3125"MAX,O.C. Jamb 2 3 3 3 4 4 5 5 HEAD/SILL-15"MAX.O.C. Head and Sill 3 3 3 3 3 3 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR, QUANTITIES.USING THE DIMENSIONAL CRITERIA OF 36 NOTE 2.- Jamb rJamb 2 3 3 3 4 4 5 5 4.ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT Head and Sill 3 3 3 3 3 3 3 3 oPT1oNAL FLANGE. 42 5.FOR INTEGRAL NAIL:FIN FRAME ANCHORAGE;SEE'SHEET 1&10. Jamb 2 3 3. . 3 4 4 5 5 48 Head and Sill 4 4 4 4 4 4 4 4 .Jamb 2 3 3 3 4 4 5 5 Head and Sill 4 4 4 4 4 4 4 4 54 Jamb 2 3 3 3. 4 4 5 5 Head and Sill 5 5 5 5 5 5 5 5 60 Jamb 2 3• 3 3 4 4• 5 5 66 Head and Sill 5 .5 5 5 5 5 5 5 Jamb 2 3 3 3 4 4 5 5 YRODUCTRHVISED IV Zaruplying%vilh tiro Florida tivitdingCodc 12:4. Head and Sill 5 5 5 5 5 5 6 6 AeceptancaMo thpirrttonDate• OZi 72 - Jamb 2 3 . . 3 3 4 4 6 5 By - Product --— Miami udi: Conn' 73 Head and Bill 5 5 5 5 5 5 6 6 Jamb 2 3 3 3 4 4 5 5 N6.58105 } SC 05/29/15 .C CHANGE MAX HEIGHT INANCHOR TABLE s l o . > 1070 TECHNOLOGY ORNE ANCHOR CHARTS C? J.7 10/17/11 B NO CHANGE THIS SHEET N.VENICE,Ft.34275 ri :� �coRro�. "^ V!n 1 Horiz.Roller Window„Impact-resistant sa� ,. 629 d�cx01/18/10 A AAdded-additional anchorintormalion. NO.O.Box F� z7n ® " '°"` /k�'/lxp7NAV� SPE. J.R. 08H2/09 Fl con azszss NRs10 NTS 8 a 10' S1 Al-2 G' e h sezos. W 1'318"MIN. o #10 SCREW,SEE 112"MIN:EDGE #10 SCREW,.SEE —�--I.. .. SHEET 8 FOR SPACING SHEET 8 FOR SPACING 1!4"MAX.SHIMz 1318,MIN. tl 114" REMOVEABLE 10, MAX. FLANGE MAX. SHIM SHIM #10 SCREW,SEE I 13181,MIN, NOTE::INSTALLATION QSHEET 8 FOR SPACING REMOVEABLE Y TO THE SUBSTRATE FLANGE OF 1x OR 2x WOOD BUCKS TO BE REMOVEABLE FLANG }-112"MIN.EDGE ENGINEERED BY JAMB W/BOX FRAME. HEAD W/BOX FRAME SILL W/BOX FRAME OTHERS THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD 1 318"MIN.EMBED - 3.5 KSI MIN.CONCRETE EDGE DIST: _— APPROVED MASONRY OR.1.5 KSI MIN CM,U ANCHOR,,SEE SHEET 8 1/4"MAX.SHIM—�I I•'— ? a'a a r- FOR SPACING x+� EDGE DISTANCE .... ti " 13/8"MIN.EMBED •z , �1 .• ..- � 114" MAX. e REMOVEABLE 114"� SHIM O FLANGE MAX, - SHIM y APPROVED MASONRY -- ' n;, ANCHOR,SEE SHE ET REMOVEABLE r; FOR SPACING FLANGE 1-318"EMBED REMOVEABLE FLANGE. 3.5 K-81 MIN.CONCRETE APPROVED MASONRY ` ' . v''a•v° ; OR 1.5 KSI:MIN.CMU ANCHOR,SEE'SHEET 8 3.5 KSI MIN.'Cd,ZRETE FOR'SPACING OR 1.5 KSI MIN.CMU EDGE DIST. PILODUCT REVISED JAMB W/BOX FRAME HEAD W/BOX FRAME SILL W/BOX FRAME as complying with tho Florida Budduig,CodC 14- THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO"CONCRETE Accept, To ��'• 1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL "`a1on° ' NOTES: By Minna Ade Product COAk 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED 3118""ULTRACON,EMBEDED 13/8" MIN., DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1"MINIMUM. 2. FOR WOOD APPLICATIONS,IN MIAMI-DADE COUNTY,USE#10 STEEL SCREW,EMBEDED 1318 MIN.. 111 I I I I I I r� 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS WARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112".1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID:CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 V2'-THICKOR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD ��� �nN "'.••�/!! BUCKS TO BE ENGINEERED.BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. Q`a�, 'LICENSg •.F 4. FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BEA MINIMUM STRENGTH 017.6063-TSAND A MINIMUM OF 116"THICK.THE ALUMINUM STRUCTURAL MEMBER ? ft SHALL BE OF A SIZE TO PROVIDE.FULL SUPPORT TO THE WINDOW,FRAME SIMILAR TO THAT SHOWN IN'THESE DETAILS FOR 2x WOOD BUCKS,THE ANCHOR SHALL No.587C5 BE #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE'CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. OWTE :'gym se05129115 R C NO CHANGE THIS SHEET INSTALLATION DETAILS-BOX/FLANGE FRAME %�"FA �` 8Y• Dtla ReWhnr. - 1076TECHNOLOGYORIVE ,'. 7M. - �j t) "' `J J.. 10/17111 NO CHANGE TH!$SHEET N.VENICE.FL 34215 V(n I Not iz. Roller Window, !m act-resistant � ��,���;��; J.R. 017!8/10 A No changes this sheet. P.O.BOX1529 ® �,,,�: � � nr..rnrc +?•_ A.LYNN MILLEK P.E. u�na der pge4eC P.O.,. NOKOM16,.FL34274 - J.fL 08H2/09 . FL COA 828286 HR510 1.2 9 d 10 5191-2 C P.E.0 58705 V2"MIN.EDGE 1 14"MAX.SHIM---I F-- {.120")DIA.x 1 1/2"ROOFING NAIL, 1430"MIN EMBED ----- - ------- - - - --- - -- - - - -- _ SEE SHEET 1 1/2"MIN.EDGE --- FOR SPACING 0 � w m II D z 1 REMOVEABLE--/ 1.557 09 FLANGE MAX.j NOTE:INSTALLATION v, TO THE SUBSTRATE SHIM HM UriOF 1x.OR 2x WOOD BUCKS TO BE ENGINEERED BY (.120")DIA,x 1 U2"ROOFING NAIL, OTHERS REMOVEABLE FLANGE Q® SEE SHEET 1 FOR.SPACING JAMB W/NAIL FIN HEAD W/NAIL FIN THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING 1/4" MAX. TFFI f SHIM REMOVEABLE FLANGE (.120")DIA.x 1 1/2"NAIL, - ©® SEE SHEET 1 FOR SPACING 1/2"MIN.EDGE 1.430"MIN.EMBED SILL W/NAIL FIN PRODUCTRrIVISED THRU NAIL FIN INTO WOOD FRAMING as Building complying ingwith moFlorida Code � ., Acceptanco No Lac i.ion Date II ®© By, adeProduclConlrol -- NQTES:-- 1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY,USE (.120")DIA.x 1 1/2" ROOFING NAIL. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS.IS LESS THAN 1 1/2". 1x WOOD BUCKS.ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2"THICK OR I I I I I GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING \���� N.I LYNN JURISDICTION. 3. FORATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM.STRENGTH OF 6063-TS AND A MINIMUM OF 118"THICK.THE e�� ��GFNs�' ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL SEA#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE.ALUMINUM. _ No.58%05 IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. _ D,_ :A S7 o3 15-:Al. SG 529/15:�C CHANGED ANCHOR TO.120 ROOFING NAIL INSTALLATION DETAILS-INT.FIN FRAME 'C�; ay. W 1070 TECHNOLOGY DRIVE J.J. 10/17/11 B NO CHANGE THIS SHEET N.VENICE,FL34275 R Vinyl Horiz Roller Window, Im act resistant '�,,��NnL E,•� J.R. 01/18110 A Corrected nail len th to 2-1/2,.added dla.In decimal. P.O.BOX 1529 C)1 NONOMIB.FL 34274ju-TTBtlufbd a Bow' 8r,�e R VQ A AA MILL P.E. J R 12/09 n m FL COA n29295 NR610 1.2 10 d 10 5191-2 C P.E.M 58705