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HomeMy WebLinkAboutProduct Approval REE A�j 2 2 ?�1 PER;lii?Ti LG St. Lucie Ccunty, FL. M IAM I�DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority i 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 j 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 115500"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, prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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 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.15-0519.05 M]arti•DADE COUNTY Expiration Date: July 30,2020 7 f 20 Jl� Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, 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)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 Repoli No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. 2. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5"' Edition (2014),dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). M6nuO�ez,P.E. c Product ContrdlAxaminer NOA No. 15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 B-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 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. 12-1120.02 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 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5'h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, 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. G. OTHERS 1. None. Manuel er z,P.E. Z/1 Product Contro aminer NOA No.15-0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 ANCHORAGE �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLEFOR 28-118"MAX.O.C. 21-5/8' FOR ARCH-TOP 54•MAX.BUCK WIDTH ► MAX.O.C. — VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE RCIUS-TOP HEADER(SIM.FOR ALL 12'MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT HEADER(SIM. 30. 12'MAX. / WINDOW TYPES) FOR ALL FRAME SEAM —�I B.SEE ___ MAX.O.C. WINDOW TYPES) SHEET3 52.118'MAX.BUCK WIDTH 10'MAX.FROM _ I— SEE SHEETS r 1-1%4' B,SEE A.SEE 7- -- 7 12'MAX. FRAME'SEAM D.SEE I 8&9 j1 ._. -30'MAX.O.C. 12•MAX SHEET,it T I FIXED VISIBLE _ SHEET 4 j - SHEET3 l I LIGHTWIDTH A,SEE�_. _. I I 8,SEE �-�-30'MAX.O.C.-�_+-_12.�. C,SEE I-'—' SHEET3t 12'MAX. I I FIXED SHEET3 _ SHEET4t + EQUALLY I / VISIBLE —r A,SEE f_— ( I / I I SPACED SHEET 3t / 12� y I / EQUALLY I I 17.7/8'MAX.O.C. I LIGHT 17-718'MAX.O.C. SPACED I ANCHORS PER I HEIGHT I 17.7/8'MAX.O.C. �— TABLES 9-11 EQUALLY I' ANCHORS PER I I I I 91.78' SPACED TABLES 9-11 MAX ANCHORS PER Q I I / 62' 0 I I / BUCK Q I 0 BUCK TABLES 9-11 l I— HEIGHT I I MAX. I I HEIGHT MAX. —� BUCK AS SHOWN 4 BUCK 10'MAX.O.C. I 10•MAX.1O.C. X I 10'MAX.O.C. HEIGHT X1 I ^ X I 4 HEIGHT X I 4 (91X7) I I Ll _ I I I —I L MAX.) l._._._._ I I 13-3/4'MAX.O.C. / T I 77 SASH T 13.314'MAX.O.C. EQUALLY I I / I / EQUALLY / 13-314'MAX.O.C. EQUALLY I / I_�_ L._._._. T VISIBLE SPACED I — SEE J ANCHORSPERI ANCHORS PER I LIGHT ANCHORS PER I SHEETS JJJJ / I t TABLES 9.11 I I I C TABLES 9-11 i / Al TABLES 9-11 i / HEIGHT A I 1A 889 I '•.B-112'MAX. 6-112'MAX. •,a-tY2'MA%. _ NO ANCHORS AT SILL JNO ANCHORS AT SILL JNO ANCHORS AT SILL g .I D+----1 1-1/4' —�'• B- --- B —'——' SEE SILL WEEP- SEE SILL WEEP- SEE SILL WEEP- �SEESILL WEEP- SASH VISIBLE `\ NOTCH DETAILS, LIGHT WIDTH `NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEE74 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAMEELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 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. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 GENERAL NOTES.........................I CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. ELEVATIONS.................................1 4)ALL WOOD BUCKS LESS THAN 1-112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS 8 ANCHOR DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN OPTIONS............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE 8 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS EQUAL LEGIBOX.................3 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN 6)1/4-MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF: AN TRANSFERRING APPLIED LOADS. 8 J-CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 CYCLETESTING AND GLASS PERASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 8 CYCLE TESTING AND GLASS PER ASTM E1300. ANCHOR QUANTITIES.................8-10 B)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 USED IN EXTRUSION PROFILES................11 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS ASSEMBLY 8 PARTS LIST...........12-13 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. App­d ss romplylol;with Nr-. 10)REFERENCES:TEST REPORTS FTL-7964 8 7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZE/LIGHTER SHADES OF Flo"d, ul=rg C e CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAFBPA NDS 8 ALUMINUM DESIGN MANVA4.. Ua1a 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. /7 Revised BY: Date: Revlolon: NOAN \` OLYNN d1/�!�i�' R11ynd De a Product C hoi USER INSTRUCTIONS: Z,••'��cENSF '.FT Rlviaed By Dab: Revision: I+ 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. ' 1! 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. No.58705 _ 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGNi, _ ® Descript7on: Oronn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW GENERAL NOTES St ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. -O•• O /S u/ 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR )3L F •:•�V`` 1070 TECHNOLOGY DRIVE 7111-: Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SETARE MET. ���'•.. F( 10P`.•'�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRUOi2 •FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. :•�� �••-77 R%.• C,; /CjlIA1.L. (941)-480-1600 Series/Model: S-w Sheet: Diaelnp No. Rer. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, p,'L•�11JN MIElE1R P.E. INTEGRAL FIN OR EQUAL LEGIBOX), p,E.q 58705 CERT.OF AUTH. 829296 SH-5500 NTS 1 OF 13 MD-SH5500-01 TABLE 1:ALLOWABLE GLASS TYPES Frame Glen Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Contigs, Shapes Installation Options that may be used Type Table# Sheet (see Fig B) (see Table 7) (see Fig A) (see Fig C) 5 7/8'Laminated I.G.:1/8'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Liles of 118'A Glass with.090"PVB Intedayer 4.5 6 6 7/8'Laminated I.G.:1/8'T Extedor Cep+7/18'Air Space+5116'Laminated;(2)Liles of 1!8'A Glass Wlh.090'PVB Inlerieyer 4,6 6 Equal-Ute, Rect. ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 S , 7 7/8'Laminated I.G.:3116'A Exterior Cep+318"Alr Space+5/18'Laminated;(2)Lltes of 1/8'A Oless with.090'PVB Intedayer 4,6 6 Flange 5-16 OdPrmiew Arch Through the frame ....into Concrete/CMU-sheet 3,option 2 eTop 8 B 7/8'Laminated I.G.:3/16'T Exterior Cap*3/8'Air Space+5116'Laminated;(2)Lues of 1/8'A Glass with.090'PVB Intedayer 4,6 6 (412) CA,h-d Cottage Radius Top of the window...... ,,,.through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 9 7/8'Laminated I.G.:1/8'A Exterior Cap+7116'Air Space+6116'Laminated;(2)Utes of 1/8'H Glass with.090"SG Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718'Laminated I.G.:1/8'T Exterior Cap+7116'Air Space+5116'Laminated;(2)Liles of 1/8'H Glass with.D90,SG Intedayer 7 7 ....Into 2X Wood Frame/8uckship-sheet 3,option 1 Box! Equal-Ute, Squ h-Top t., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8'Laminated I.G.:3/18'A Exterior Cep+3/8'Air Space+5118'Laminated:(2)Liles of 1/6'H Giese with.090'SO Intedayer 7 7 9 Equal-Leg 5-16 O&Cottage Radius-Top p of the window...... through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 12 7/e'Laminated I.O.:3/18'T Exterior Cep+318'Air Space*5118'Laminated;(2)Liles of 1/6'H Glass with.090'SG Intedayer 7 7 (#q) &Cottage Radius-Top 13 718'Laminated I.G.:1/8'A Exterior Cap+5116'Air Space+7116'Laminated;(2)Liles of 3116'A Glass with.090'SG Intedayer B 7 ....Into Metal-sheet 3,option 4 14 7/8"Laminated I.G.:118'T Exterior Cap+5116'Air Space+7116"Laminated;(2)Liles of 3/18'A Glass with.090'SG Intedayer 8 7 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 15 7/8'Laminated I.G.:3118'A Exterior Cap+114'Air Space+7/16'Laminated;(2)Liles of 3116'A Gass with.090'SG Intedayer 7 7 J-Channel Equal-Lite, SArch-Top&.,integral fin...... ....Into Motel-sheet 4,option 7 18 718'Laminated I.G.:3/16'T Exterior Cap+114'Air Space+7/16'Laminated;(2)Liles of 3/18'A Glass with.090"SG Intedayer 7 7 (#t) 5-8 OriCottage Arch-lop p Through the freme ....Into 2X Wood FramelBucksidp-sheet 4,option 6 &College Radius Top 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 Frame/8uckslrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Lite, Square/Rect.,integral 6n...... •,.,into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment' THE HVHZABOVE30'. 5-8 Odel/Proview Arch-Topa Into sheet 4,option(#3) &Cottage Radius-Top Through the frame P- P P.T.Southem Pine(S =0. ) 7/16" 117F.— of the window...... ....Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050' (steel,18.8 S.S. 'MIN.OF 3 THREADS 'A'=ANNEALED or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0451'(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES 'H"=HEAT STRENGTHENED A Aluminum,6063-TS' 3/8" 0.050" SUBSTRATE.FOR 'T•=TEMPERED P.T.Southern Pine(SG=0.55) 7/16' 13/8' STEEL STUDS, Ot-a rF' 'PVB"=.090"BUTACITE®PVB MIN.Fu=45 K51& /,i �j BY KURARAY AMERICA,INC. 3/16"steel Ultracon Concrete(min.2.85 ksl) 1' 13/8" MIN.Fy=33 KSI. /�� 2 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 0 O 0 'SG"_.090'SENTRYGLAS® Pine(SG=0.55) 9/16" 1-3/8" "UNGROUTED CMU' INTERLAYER BY KURARAY MP.T.Southam P #12 S S Steel,ine 3/B' 0.050° VALUES MAY BE - BOX OR AMERICA INC. B (steel,18-8 S.S. USED FOR GROUTED FLANGE EQUAL- Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG PVB AND SG INTERLAYERS MAY or 410 S.S.) Aluminum,606375' 3/8" 0.063" ALSO BE MANUFACTURED BY EQUAL-LITE ORIEL COTTAGE KURARAY AMERICA,INC. 1/4'steel Ultracon Concrete(min.2.85 ksi) 1' 1-3/4" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" FIGURE C:FRAME SHAPES 1/4"steel Creleflex• Concrete(min.3.35 ksi) 1" 13/4' BUCK WIDTH --r{BUCK WIDTH ----]BUCK WIDTH�-- 1/4'steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 13/4" T 1/4"steel Ultracon P.T.Southern Pine(S 3=0.55) 1" 13/8" �/ I �/ 1 3 1/4"steel Creteflex Concrete(min.3.35 Kai) 2-1/2" 13/4" O w w = w J•CHANNEL Q INTEGRAL 1-1/4" _ 1:Ungrouted CMU,(ASTM C-90) 2-1/2" - cD _ = FIN D 1/4'steel Creleflex Y Y In. O P.T.Southern Pine(SG=0.55) 1" 1318" D x D J 1/4'steel Aggre•Galor Concrete(min.3.275 ksi) 1-1/2" 13/8" 'm 'm w m _ 1/4'steel Aggro talar P.T.Southern Pine SG=0.55 1" Grouted CMU,(ASTM C-90) 2" 2' RECTANGULAR RADIUS•TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY approved as complying-1113 d✓ BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING Florid■Mrai.ett "1:;:;V ,. Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Uale Distance Embedmenr THE TABLES ON SHEETS 8.10. I t I I NOAH E 2-1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7116" `N(LYNN M/{��i RaOsed By: Dale: Revision: ml 2-112"Rin"hank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16' \,.rz.•�rFNSC P.T.Southern Pine(SG=.55) 112' 1.3/6' ` ReNaed By: Date: Revhlon: U #10 Trusehead SMS Aluminum,6063•T5' 3/8• 0.050' — NO.58705 _ (steel,183 S.S. Steel Stud,Gr.33' 3/8' 0.0451'(18 Ga.) ,` a m Deecripson: Drawn By. or 410 S.S.) i, F Steel,A36' 3/8' 0.050" THREADS = '# -7-•7 G $ : w_= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND 'O I v )�V� P.T.Southern PIM(SG=.55) 9/16' 13/8" THE METAL ''p ST Ne f �_ 1070 TECHNOLOGY DANE RDs: DaN: #12 SMS Aluminum,8083-TS' 318' 0.063" SUBSTRATE.FOR Ox F'LOR1�P'r�� ` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18.8 S.S. Steel Stud,Gr,33' 318' 0.050' STEEL STUDS, '.FSs •.. .. "I, (941)-480-1600 or 410 S.S.) MIN.Fu=45 KSI& rrr LONA `��` Sedee/Modes Scale: Sheol; Dro-Ing No. Rev. Steel,A36' 3/8' 0.05W MIN.Fy=33 KSI. A.LVrJN MILLEtF},P.E. CERT. OF AUTH. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114"MAX SHIM Lam. FRAME OR BUCKSTRIP. 16 1/4'MAX SHIM I . EMBEDMENT SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. .a - O -� EDGE EDGE ° L-IC�� - 18 LIGHT WIDTH o —` DISTANCE FLANGE FRAME DISTANCE U lO SHOWN ' 44 BALANCE EI 1/4'MAX TYPE VARIES -o - - TYP.ANCHOR SHIM TYP,ANCHORTYPE, 42 WITH SASH EMBEDMENT WEIGHT 54 2 TYP.ANCHOR TYPE, EDGEDGE 30 ANDEDGE IInIJ Q EMBEDMENT AND EDGE DISTANCE PERI I�' 31 f\a� DISTANCE PER SUBSTRATE, DISTANCE PER SUBSTRATE, D EDGE SUBSTRATE, , SEE TABLE 2,SHEET 2.O Q SEE TABLE 2,SHEET 2. � EXTERIOR .'•DISTANCE SEE TABLE 2,18 87 °• SHEET2.' o 4 Da FIXED VISIBLE FIXED 19 20 1 OPT.SASH TOP FLANGE I - LIGHT WIDTHEQUAL VISIBLE J LIFT RAIL PSE I 2 �LEG/80X LIGHT + BUCK WIDTH HEIGHT FOR ALL WINDOWS: NOTES: SHOWN jFRAME 48 -� ; t ANCHOR @ 3.55• 1)USE ONLY HORIZONTAL SECTION A-A SHOWN t FROM END AND AT j 49 21CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE 72 SHEET 2.FOLLOW EMBEDMENT AND : DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS Q16-318• INSTALLATION OPTION SHOWN MAY 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 1/4•MAX _ O FOR WINDOWS WITH WINDOW. • BOTTOM LOCKS: SHIM #10 OR#12 STEE)EQUAL 1/4•MAX. BUCK 50 O 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY 8E SELF CKSHIM HEIGHT USED INTO WOOD AS PER TABLE 2, SCREWS Qa 8-3/8" SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2. D� 30 THAN 1-112"THICK ARE TO BE SHEET 2. - SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-12•THICK OPT. 86 18 USE EITHER OR GREATER.1X AND 2X BUCKS 85 LATCH OR (WHEN USED)SHALL BE DESIGNED IDQ �u (2)1' 81 30 - 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE J a INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FHAME �D�o FRAME �D�o WEEP LOCATION:6518' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 U OPTION 4 67 OPENING)IS MEASURED FROM 4ppravcd al cawpylacwdlh lh> . 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Eland, dJ ug C EQUAL-LEGlBOX �=- 100❑ 1 I I I I t FRAME INTO METAL FRAME INTO METAL / FRAME SHOWN U 1 / A . - o NOAp LYNN r 1�1 Revlaed By: Date: Revlsfon: n a I Vpde Pr uu .27'X1.25' ; Q'c:.•'•V1C[NSF'•., Q % Ity NO ANCHORS WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS >"c:• Rovfaed Dy: Date: Revlsfon: WlCOVER O No.58705 2.87'FROM 38 • FLANGE OR _ EOUAL-LEG WIDTH EACH END. ° DexnpBon: Drawn By: • FRAME SILLS SASH:BUCK WIDTH-612' '-v � - QFIXED LITE:BUCK WIDTH-4-318- ' JS ::(�,:\: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI =�U' S' 'E OF HEIGHT(EQUAL-LITE) '� F 1.1 1070 TECHNOLOGY DRIVE 711te: ate+ VERTICAL SECTION B-13 BUCK HEIGHT/2.3.15/16' 'i ISIS,. ORIUP.•r,G\; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 11 ON AI-��� (941)-480-1600 /11jI III Senea/Model: Scafe: Sneet: DmMny No. Rev: A.LY�JIIMILLER,P.E. CERT. OF AUTH. 829296 SH-5500 NTS 3 OF 13 MD-SH5500-01 REA 58705 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 I EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE )NT02X WOOD FRAME OR ANCHORED THROUGH INTEGRAL I-�- EMBEDMENT t 0NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM 1/4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS �� EDGE DISTANCE 18 ' SHEET. TYP.ANCHOR TYPE, _ SASH VISIBLE 17 LI _ J-CHANNEL EMBEDMENT AND EDGE Q� 18 LIGHT WIDTH I O FRAME 1 I DISTANCE PER SUBSTRATE, D J) SHOWN .L SEE TABLE 2,SHEET 2. -..... __. __..} (SCREW SHOWN) 44 BALANCE EMBEDMENT EMBEDMENT TYP L 1/4'MAX SHIM — 42 WITH SASHTYP.ANCHOR TYPE. o GE 1 �a EMBEDMENT E ER D EDGRATE, DISTANCE WEIGHT 54 30 31 ' + �— LJt�u —L OISEE TABLE 3,SHEET 2. 3� EXT OR TYP.ANCHOR TYPE, 16 (NAIL SHOWN) 87 INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, 19 O FIXED OPT.SASH TOP FIXED VISIBLE FRAME SEE TABLE 3,SHEET 2. 2p LIGHT WIDTH J-CHANNEL VISIBLE LIFT RAIL FRAME SHOWN (NAIL SHOWN) 1 LIGHT HEIGHT FfT. FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C—C 0 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 D OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4.MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY — MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS 076.3.' INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 O FROM END. BE USED ON ANY SIDE OF THE 35 FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: k.EL,-"t 10 OR#12 STEEL �..{ 1/4"MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF DRILLING I SHIM SCREWS @ 8.3/8' USED INTO WOOD AS PERTABLE 2, SMS(G5),SEE I B5 30 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES283,THAN 1-1/2'THICK ARE TO BE SHEET 2.SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHERSUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-12'THICK OPT. 86 J16 LO BOTTOM OR GREATER.1X AND 2X BUCKS LOCK(SHEET 3). I I�Q t•---- Q (2)1' 61 30 65 63 TESTED UNIT k—EN USED)TO PROPERLY TRANS ER LOADSALL BE D L Q FIN AND/OR Q 31 LOCATION:6-Sl8' FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK NOTCHES AT 80 EP FROM SASH END. DESIGN AND RESPONSIBILITY TALLATION IS THE OF HE ENGINEER INTEGRAL FIN ���o IN-FIELD EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN LL REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 lul OPTION 8 OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL �PVroved en oomplylcR with(b INTEGRAL FIN 1/4� ANCHORED THROUGH FToridn uld ng e BEADING TO BEADING. INTEGRAL FINIFLANGE REMOVED FRAME SHOWN — SHIM `\71111 I)11f/// INTEGRAL FIN INTO METAL ( ) NQ o NQAq . 27'X1.25'WEEPHOLE xN 0.11 1.1.— //' ReWaed By: Dale: Revtalon: emlD eProdaat 38 WICOVER@2.87• �_ Q��''• 1,1GENSF '•.FP 8Y.- FROM EACH END. � VISIBLE LIGHT FORMULAS =�'�� No.58705 •'•, ' ReHaeO BY: Data: ReWalar: TYP.ANCHOR TYPE, — EDGE DISTANCE - - EMBEDMENTANDEDGE WIDTH _ u.ca`� = Orawn W. DISTANCE PER SUBSTRATE, — @SASH:BUCK WIDTH-6-12' --'U s (.Y= ® Deaartption: SEE TABLE 3,SHEET 2. �7 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8' �� //OI! tcl, J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) (�. FIAT OFHEIGHT(EQUAL-LITE) i �(`•'•.,(O(2lOP.•'• 1070 TECHNOLOGY DRIVE TNe: Doter INSTALLATION H OPTION SIN VERTICAL SECTION D-D BUCK HEIGHT2.3-15/16' ///Q S'� NAL \G' N.VENICE. FL 34275 ANC SINGLE HUNG WINDOW INSTALLATION—LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- / //1 11 1 1 I l��\ (941)-480-1600 Serfea/Abdel: Scute: Shaet: Drawing No. Rev: � STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. CERT. OF AUTH. 029296 SH-5500 NTS 4 OF 13 M D-SH5500-01 P.E.4 58705 �•{ 718'NOM. 7/8'NO7/8'NOM. 7/8'NOM. 718'NOM. 5116"A/A PVB 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG— 7116"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8'NOM. 7/8"NOM. 718W"N 7/8'NO -I 7/8"NOM. x- 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 3/6"AIR SPACE 3/8"AIR SPACE— 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS--\ 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS C]EXTERIOR a EXTERIOR <EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -�{ 7/8'NOM. -+{ 718'NOM. I-- 7/16"A/A SG 7/16"A/A SG 1/2"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE-- 1/4"AIR SPACE 76 OR 77 OR 78 BITE TYP. 16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 •INTEGRAL FIN FRAMES 1`j EXTERIOR a EXTERIOR DURASEAL, DURASEAL, GLASS TYPES S.7,9,11,19 31 18 A MAY NOT USED IN SUPERSPACER OR a SUPERSPACER OR EXTERIOR 75 THE HVHz ABOVE 30'. CARDINAL SPACER CARDINAL SPACER • approved es eamplyle0 wllh lli. GLASS TYPE 15 GLASS TYPE 16 'Flsrlpimpga38 ,NOA,LYNN N rijRevised W. Dela: Revision: •M m��-"1 .cevsF Aly. Revised cDale: By: Revlalan: • �'' No.58705 • •' '' GLAZING NOTES: 'A'=ANNEALED - - ® Demipllon: Drown W. TYP. GLAZING DETAIL "H'=HEAT STRENGTHENED = D':� 8S :rw= GLAZING DETAILS J ROSOWSKI 'P=TEMPERED %�•'. 'PVB'_.090"BUTACITE'dp PVB BY KURARAY AMERICA.INC. ' �••. F A E ��,� 1070 TECHNOLOGY DRIVE Till.: Dote: 'SG"=.090"SENTRYGLAPBY KURARAY AMERICA.INC. (C` LORIC� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ' ` (941)-480-1600 Serfea/Model: Scale: Saeel: Orowin0 No. Rer. A.LY P.E a 58705,P.E. CERT. OF AM. 129296 SH-5500 NTS 5 OF 13 MD-SH5500-01 P.E.a 58705 TABLE 4: TABLE 5: TABLE 6: titan7&a pevlQn Pmss u re,tbeJRl 5091617 smh Oeat nPrraaure,Ihw a Oiaa tl,8,768 tl o«a•nwn s.a1 9 e Iii• DOa1pR Pressure,@6111' /lgfya H-50.0 Rsinf.{.awi br aFen Raga R {�) ••NWYx�Stck W4h Raine L.Ya1-- t048 1 5L325 +85.01-70,0 RS Fpr aO trinaa.rb 6660 sizes 235 Sbnauqa Cptipp It-mmU,517-1810 663.0 .70.0saaP -10.0 RHnf�Lpv.l Fo<w+YAasa#xsh sites SEE TABLE 9,SHEET B FOR 28 Ega10e 11.567-14,516 .65.0 -710.0 1•65.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. S7aremraP.A. 11.377-11.582 .55.0 no 1.850 •70.0 ANCHOR GROUP AND QUANTITY. Teas 23.617.25.285 .06.0 •70.0 +05.0 •70.0 a.n07eacmap. 20.456-23616 .65.0 .700 .66.0 •700 37.375 Eq-Me •65.0 .70.0 •85,0 .70.0 0 5t4s.Caa P.wtew 19517.31.9111 .651 .70,0 .e.0 -70.0 Shores! 1167/-14bie rB5.0 •70.0 485.0 •70,0 Taikst 27.583.31Afi +05,14 .70,0 *650 -Tap Cwtaq Ske 25517-27.562 +05,0 .700 +650 .700 0 V HEADER 9xMra CM-P Sf,517.20 618 last .701 •83,0 -70.0 p IIS! V 44 E,-.we 2458.21518 .65.0 1-70.0 685.0 HEADER 23 St.4.raPWe 17,517-20.516 .est 1.70.0 •050 60,0 cwt-sn. 1..517-17.618 .55.0 -700 .ask a0.0 23 61100! 11.10-14.$18 .e5.0 -70.0 "k .70.0 Taast 31.553-35.811465.0 -mo +55.0 .70.0 0 p Sla mrd Cava 20,517-31.582 .550 .70.0 1660 60.0 Q o O MEETING RAIL EW.3711. 20617-20.518 +55.14 -700 .e5o .706 MEETING RAIL 48 SlaMaraPm6ae 17.617-20.515 +65.0 .70.0 .55.0 .70.0 26 cvslansha 14,517-97.515 .05.0 .70.0 .850 -7aO 27 ° EXlERIOR �1••n Su. 1L517.14.518 +55.0 •70,0 .65.0 .700 rj `2if Shg t 1 11.377-12518 .S&O .me .860 -mo EXTERIOR v ° Teast 35,208-37.538 488.0 40.0 •w.0 •70.0 23 D f 51an4aaceap. 24611.33.207 405.0 .70.0 •65,01-10.0 23 JAMB m Eq mil. 23,517-20.510 +55.0 70.0 +660 •70.0 JAMB tuswn St1. 27617-23648 955.0 •7aA •65.0 .70.0 EXTERIOR SASH 44,@5 Slanapra Rmib 17,517-20.518 .85.0 .70.0 .05.0 .70.0 pnROR SASH a HEIGHT Cmlams4. 14.517-17.516 .05A •701 +65.0 -mo a HEIGHT daromsaa 1260-'4616 •65.0 410.6 .xi.a -701 Sha1m1 11.10.12518 +05.0 .700 +65.0 600 QTO-t 30617.41894 rest .70.0 •8.0 .70.0 O 23 S,pnaveCeft." 31517.35619 1:05.0 .70.0 .65.0 .70.0 23 Eq a N. 29617.3168 1.86.0 700 .16.0 -70.0 SILL (I 696106 Pr.e... 23617.2a61e l05A .70,0 .05.0 1.70.0 1 $!L!, f] u e2 C.1-saa 20617.23.610 .651 -70.0 "+�.o -mo I} Cuabm S¢p 17.517.21,615 .055.0 .70.0 •55.0 -70.3 C.ewn Sha 14,547-17.518 •65.0 -mt .85.0 6649 .� Cwtan Sh. 13.017.14618 .55.0 •70.0 .55.14 4is Stgaeai 11884-53058 1650 •10.0 .67.0 48.5 TSMC 30617-41.6" •55.0 •70.0 •65.0 •70.0 Cwbm Sae 39,517-30618 .550""TCA .5.5.0 .70.0 Eq.m. 33517-38.515 .650 .70A .05.0 .70.0 SECTION DETAIL FOR WINDOWS WITH 75 er washe 32617-35.510 .65.0 .1&0 .05.0 -70.6 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6.7&8 sla.aamPed6b 24617.3551e 466.6 .10.5 .65.8 -MeLEVEL R2 REINFORCEMENT&GLASS TYPES 5 6 7&8 6910861 75616- (REINFORCEMENTS SHOWN IN FIGURES ABOVE 020 2V616 .5. 40.0.e •65.0 47.3 {REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& 20.648 .665.00 •70.0 .05.0 -08.5 APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS} EgHi1. w 38617-0.844 '8640 .70.0 466.6 -70.0 84 Cmi.ro S¢a 35.517-38.558 .860 .10.0 :55.0 -U.3.3 CONFIGURATIONS) Srvd.re Prolva 33.618-35.518 465.0 60.0 465.0 445 Approved 03 eo1aplylog with th. 4110 F7011da nIQInQC e Tai.0 4160 .baa -70.a 166.6 10.5 L D SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY, D.. UNY LYNN M�l�iRevised W. Date: Revr0 a; m aril pada Prodact ' 9 Revised W. Doter Revlslon: %i NOTES: No.58705 9 Ry Deac»ptlon: Drain By: 1j USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. };"0 (1"_ DESIGN PRESSURE TABLE JROSOWSK( 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �t �'., SlAFor (V 1070 TECHNOLOGY DRIVE 77tis: apt+; f S15.40RIVp. fir*; N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ��l S��N CSC? (941}-460-1600 Sertee/Modal: Scale: -FS-hast: D7aw77p Na. Rev: ON THE TABLE. 1 A L.P.E,iISB 05 PE CERT. OF AUTH /129296 .�7H-55�{� NTS 6 OF 13 MD-SH5',: JUMMMEMEMIMMEM EMEMMINMEEMMEM� ���=MMEMMMEmumgw� � a ����������mrm�MMEM�� WITrrffff-wnrmumwnEmilmmmilmemimm HSM MMEMEMMEWM" cm mMEMmMEMEMEMMMEM ��m��MMEMmm�ImIEMISM 11MEMEMmMI cIMMMEMOMEMEMm■�MFMNMnEMIaMMMmMcMMMmMmMEM ��EMMMIM�EMIMUM��m��EMEMOMEM � � �� mCMEMUMMMgmmmw ..m m..m m=Mm mm� ��EM�EMmMKMmM�� IEMmmEMIMEMEM � =M9MmMIMMEMEMKM9� EM KMEMEMEMIMEMEM ! 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.050' .590" .050'Hu 1.000' �+-- .060, .070FIXED BALANCE SASH STOP LL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 18 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER ♦ppmvcd ss eomplliog with Ph• FloridBi idin e Uolcy� Revised By: Dote: ReWslon: NOAH 316' -�{ \\\ "( l YP1N Miami Unde Prodod Control 300• - OY�........ .8804' .175" :F��•' \10EAS� •<<tT.Q Revlaed Date: D, B'• Revislon: .754' .750' No.36705 .035' -rl}•�-� .025' -� J., - ® DaeertODon: Drawn By: 72 LAMI IG EXTRUDED BEADING 81 SCREEN FRAME 82 SCREEN FRAME •'•,� �S 4i`' WINDOW EXTRUSIONS J ROSOWSKI (�.•. S,A F: P 1r . 1070 TECHNOLOGY DRIVE Tilte: Date: =�r(�•`i�•F,OR,Dt` .•���: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 it 'J� ' ' N•�: (941)-480-1600 rrrO�Ir,�,� i Sertes/Ilodeh. Scale: "Oe". No. Rov: A.IX,NN MthOeA P.E• CERT. OF AUTH. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 P.E.d 58705 4 TABLE 12: TABLE 12,CONT.: Bill of Material Bill of Material,cont # Part# Description Material # Pert# Description Materiel 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 uto ock Mechanism C Steel 2 620102 ISIngle Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Coat Zinc 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Coat Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 46 76Xll80PTX#6 x 1"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 SWDH Frame Sill-Flange PVC 60 ?76X34PPA #8 x 3/4"PH.PH SDS(Keeper Screw SS 7 620107 SWDH Frame SIII-Fin PVC 61 420181 UR Beveled Tilt Latch Corner Key PVC 8 620108 SWDH Frame SIII-Equal Leg/Box PVC 62 420182 L/R Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7834PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 AI 67 420188 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Rail Interlock Cover PVC 68 720192 IMetal Tilt Latch Finger Pull Coat Zmc 21 620157 Beveled interlock 6005 T5 AI 69 420180 IPivot Bar Corner Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 IPIvol Bar SS 23 620150 Light Sash Reinforcement 6063 T6 AI 83 720191 Sash Pull Handle Cast Zlnc 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zmc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 At 85 7B34FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rail Reinforcement 6OD5 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?7858B il8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatheretrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Leml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220"Finseal 75 7164ON Setting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 76 Quanex SuperSpacer nXr with Hot Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 77 Quanex Duraseal Spacer Composite 37 71669SP Meeting Rall Screw Support Plate 6063 T6 Al 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720XXf00( Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 1/8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGL821 Screen Corner Key for Extruded Frame X4 PVC 42 Spiral Balance B3 47042 Screen Comer Key with Pull Ring X2 PVC 43720205 Spiral Balance Shoe Nylon 64 47D41 Screen Corner Key without Pull Ring X 2 PVC 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 88 61818048 Screen Cloth Fiberglass B7 61635181614 .140"Screen Spline(Machine/Hand Rolled) Vinyl tpprovcd m complying with th, vtltlllii, v Florida 1 oda11 ldlgde2ot 3��� `� ,� Revised Dyr Date: Revision: NQA \� 0 .•••••...4�/( 6T eml Unde ProdsG etrol � P.• v�CENSF'••�F�'� tTy �.y Revised By: Date: Revlelan: No.58705 +` ti ® DesMptlon: Drown W. '•. 7 8"/ /�' BILL OF MATERIAL(BOM) J ROSOWSKI CJ ST TE of. t '•�tORION,.•' V� 1070 TECHNDLOGY DRIVE Title: Dote: NOTES: %ss%nlnt-F� ; N, VENICE, Fl 6DO SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-460-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES.LTD.,TO BE LABELED FOR AAMA EXrRUDER CODE. i I I i 11'�, Serles/ModN: Style: Sheet: Drowfng No. Raw A.LYNN MILLER,P.E. 2)ITEMS#9.13,15,24,28,29,34,39,81,62,60-71,73 8 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.E.a 58705 CERT. OF AIJIH. P29296 SH-5500 NTS 12 OF 13 MD-S 5500-01 OPT.SWEEP LOCK OPT.AUTO LOCK 20 57 OR 58 48 85 OR 52 65 OPT.PULL RAIL 22 82 OR 19 INTERLOCK& COVER 56 86 35 50 OPT. BEVELED MITERED FRAME WITH 16B 21INTERLOCK INTERIOR AND EXTERIOR &COVER FRAME WELDS 49 O 54 @X4 72 X4 16 53 OR 81 > 14 NSCREEN ASSEMBLY .......... 60 OPT.PULL HANDLE 64 WITH LATCH DETAILS 41 CONSTANT FORCE OR 83 --@BALANCE OR OPT.PULL 40 OR 43 —@ 43 SPIRAL BALANCE HANDLE 63 6716 SASH MITERED FRAME WITH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 66 36 DETAILS. ------- EXTERIOR 53 & ------------------------ .......... C59 4pproTp BALANCE 53 vcd 83 mroplying Will fbi HLcS Florl tIIIIIiI ...................................... .......... 13.1� It, NO FRAME \\1 o LYNN Revised W: Deis: R-Islo.: All,AIDadtPr a octroi ASSEMBLY ............411�e"/11 1 \,%CEN'T$ DETAILS Revised By. Date: Revision: No.50705 Description: Bmw^BY., 0 • "J EXTERIOR 77 S6 15 EXPLODED ASSEMBLY J ROSOWSKI A I or 1070 TECHNOLOGY DRIVE ?Ill.: Bole: 1 SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. I N. VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-4-80-1600 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. SerieslModel, D—Ing N NOTES: o. Ly A ,. 3))FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. AMl LER,P.E. 4 USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.d 58705 CERT. OF AM. 429296 SH-5500 ISN"T*:S Ish'l'3': OF 13 MD-SH5500-0 En -j