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HomeMy WebLinkAboutNotice of Acceptance i M IAMDADE 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.gov/economy PGT Industries,Inc. . 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable nines 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 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 tine 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"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, prepared by manufacturer,signed and sealed 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 MIAMI-DADEcourtrY Expiration Date: July 30,2020 7120,1 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-511 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. Miatni-Dade Department of Regulatory and Economic Resources (RER). M'Inuel e ez,P.E. Product Contr xaminer rodue -11 tr X_�iaer t Con , nAN jr,_01,10tll, NOA No. 15 0519.05 Expiration Date: July 30,2020 Approval Date: July 30,2015 B-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) I. 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 I. Statement letter of conformance, complying with FBC-2010 and FBC-51h 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. Product Contro aminer NOA No. 15-0519.05 Expiration Date: July 30,2020 E-2 Approval Date: July 30,2015 ANCHORAGE �'� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-118'MAX.O.C./ MT ' FOR ARCH-TOP RADIUS-TOP / _1 54"MAX.BUCK WIDTH VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 12'MHC.FROM HEADER(SIM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT HEADER(SIM. 30• 12'MAX. WINDOWTYPES) FOR ALL FRAME SEAM —�-IWINDOW TYPES) � , Q SEE MAX.O.C. 52-1/8'MAX.BUCK WIDTH 'MAX.FROM SEESHEETS 1-1/4• SHEE73 �B,SEE A,SEE!-'-' 1 RAME SEAM30"MAX.O.C. ��11 SHEET3VISIBLE 12'MAX' D,SEE�,__,_ 889 - `I12•MAX. I — SHEET4 SHEE73 LIGHT WIDTHA,SEE� - I� B,SEE -12"MAX. C.SEE L._. .-.1..� SHEE73 I� 1 I I SHEETS SHEET4t 1 t I I j I FIXED EQUALLY j 1 / VISIBLE -T- A.SEE F'-' SPACED I LIGHT 17-718"MAX.O.C. SHEET3y+ ESPACED j / 17-718'MAX.O.C. / 1 _ ANCHORS PER j I HEIGHT 1. �— TABLES 9-11 I j �_ EQUALLY ED I I 17.7/8'MAX.O.C. I I ANCHORS PER I / I I / 91.78' SPACED I / I j / gq- TABLES 9-11 Q I I Q I MAX. ANCHORS PER Q j l I I 84' _ _ I 1 BUCK TABLES 9-11 i I 62' Q I. I BUCK _ _ HEIGHT MAX. 1 I HEIGHT �— MAX. �— ) 10"MAX.O.C. BUCK — AS SHOWN 10•MAX.O.C. BUCK i ^ 10'MAX.O.C. X I HEIGHT Xi 1 / (91.78- HE]I I Q HEIGHT X i I L _� - I -j I u MAX.) �! L._._._._ I L._._._._ - - I. / 13-3/4'MAX.O.C. ) / •'7 13.3/4"MAX.O.C. EQUALLY 1 SASH j 13.314•MAX.O.C. EQUALLY I I EQUALLY I / I VISIBLE �_ SPACED I L.----- -'-� SEE J SPACED I �� SPACED I LIGHT ANCHORS PER I i JJJ I 1 ANCHORS PER I t ANCHORS PER I t TABLES 9-11 f SHEETS TABLES 9-11 I / Al TABLES 9-11 I / HEIGHT ^� - / 8&9 / C I A I '•,s-1rr MAX. .s-1rz•Max. •.san•Max. NOANCHORS A7 SILL {{{ _JNOANCHORSATSILL B _A NO ANCHORS AT SI LL --I( ` Df-_,--J 1.1/q• B�_.-._.J "-� SEESILLWEEP- '� SEESILLWEEP- SEESILLWEEP- SASH VISIBLE NOTCH WEEP- NOTCH DETAILS, NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS. SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION 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&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 1.1/2•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS FRAME,GLASS&ANCHOR DEPICTED AS 2X 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 OPTIONS............................2 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). INSTALLATION,FLANGE& 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)114-MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. &J-CHANNEL......................4 7)DESIGN PRESSURES: GLAZING DETAILS........................5 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...................6-7 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ANCHOR QUANTITIES.................8-10 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 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&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 BYTHE AUTHORITY HAVING JURISDICTION. �Pprurvd se cum is +v' 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEIUGHTER SHADES OFul g C PI>' i, rth Yh. CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION.ANSI/AF&PA NDS&ALUMINUM DESIGN A Flurida c Drlc 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. r1 Revised By: Date: Revision: NOAH LYNN n11/ ��, nllymlDe errodauc trot USER INSTRUCTIONS: : ENSE'•(FS` ; ```��� +Z; Revised By. Date: Revision: I' --• 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. •'.l!% 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. ND.:r87U5 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN Description: Drown By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOWLam( a /q GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 11':- �/O I •;•V 1 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR Tl: F ��, 1070 TECHNOLOGY DR 7ifie: Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ',�j`'•.. ,c-L ORIOP•.•'!;�.�, N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. (941)-480-1600 Series/Model: Scale: Sheet: Drawing No. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, r q•'L•YNNMI LL�R P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 INTEGRAL FIN OR EQUAL LEG/BOX). P,E.t15�705 CERT. OF AUTH. 029296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Descriptlon(Listed from Exterior to Interior) Design Pressure Types Options Cantlga Shapes Installation Options that may be aced Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 71B'Laminated I.G.:1/8'A Exterior Cep+7/16'Air Space+5116'Laminated;(2)Utes of 118'A Glass with.090"PVB Intedeyer 4,5 6 _ 6 7I8'Laminated I.G.:118'T Exterior Cap+7116'Air Space+5/16'Laminated;(2)Lites of 1!8'A Glass wilh.090'PVB Interlayer 4,66 ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Square/Rect., Through the frame into Concrete/CMU-sheet 3,option 2 7 7/8'Laminated I.G.:3/16'A Exterior Cep+318"Air Space+5/18'Laminated;(2)Liles of 1/8'A Glass with.090'PVB Interlayer 4,6 6 Flange .... (Q Cott 5-18 Ori view Arch-Top 8 of the window...... 8 7!8'Laminated I.G.:3176'T Exterior Cap*316'Air Space+5/18'Laminated;(2)Lues or 1/8'A Glass with.090'PVB Interlayer 4,6 6 8 Collage � Radius-Top ....through 1X Buckstdp Into ConcrefelCMU-sheet 3,option 3 9 718'Laminated I.G.:118'A Exterior Cap+7/16'Air Space+5116'Laminated;(2)Utes of 118'H Glass with.090'SG Interlayer 7 7 ....Into Metal•sheet 3,option 4 10 718"Laminated I.G.:1/8'T Exterior Cap+7116'Air Space+5/16'Laminated;(2)Liles of 118'H Glass with.D90r SG Intodayer 7 7 ....into 2X Wood Frame/Suckslrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., 11 718'Laminated I.G.:3116'A Exterior Cap+3/6'Air Space+5116'Laminated;(2)Liles of 118"H Glass with.090'SG Interlayer 7 7 Through the frame....into Concrete/CMU-sheet 3,option 2 Equal-Leg 5-1fi OdeCo to esu Arch-Topp of the wAndow...... through lX Buckstri Into Concrete/CMU-sheet 3,option 3 12 7I8'Laminated I.G.:3/18'T Exterior Cep+318'Air Space+5118'Laminated;(2)Liles o(1!8'H Glass with.090'SG Inleriayer 7 7 (#q) 8 Cottage Radius-Top "" 9 P P 13 7/8'Laminated I.O.:1/8'A Exterior Cap+5116'Air Space+7116'Laminated;(2)Liles of 3116'A Glass with.090'SG Intedeyer B 7 1....Into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/8'T Exterior Cap+5116"Ali Space+7/16'Laminated;(2)Liles of 3/16'A Glass with.090'SG Inledayer a 7 Through the ....into 2X Wood Frame/Bucksldp-sheet 4,option 5 5.8 OrieUProNew AArch- 15 718'Laminated I.G.:3/16'A Exterior Cap+1/4'Air Space+7/18'Laminatsd;(2)Liles of 3116'A Glass with.090'SG Inledayer 7 7 J-Channel Equal-Ute, Srch-Top 6 op& integral 5n...... ,,,,Into Metal-sheet 4,option 7 19 718'Laminated I.G.:3/18'T Exterior Cap+1I4'Air Space+7116'Laminated;(2)Utes or 3118'A Glass with.090'BG Intedeyer 7 7 (#1) 8 College Radius Top Through the frame ---.into 2X Wood FremelBuckstrip-sheet 4,option 8 of the window...... ,...into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,9,11,13 Through the ....Into 2X Wood Frarrle/Buckstrip-sheet 4,option 5 Min.Edge Min. 6 15 MAY NOT BE USED IN Equal-USquare/Rect-,integral tin...... Group Anchor Substrate g THE HVHZ ABOVE 30'. Integre)Fin 5-8 j0del/Pro%L Arch-Top 8 ...into Metal-sheet 4,option 7 Distance Embedment' • (#3) 8 Collage Radius Top Through h the frame •••.Into 2X Wood Fmme/Buckstrip-sheet 4.option 6 #10 SMS .T.Southern Pine(SG=O. 5) 7/16° 13/8° of the Wndow...... ....Into Metal-sheet 4,option 8 (steel,18.8 S.S. Steel,A36' 3/8° 0.050° '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-T5' 318" 0.050" SUBSTRATE.FOR T=TEMPERED P.T.Southern Pine(SG=0.55) 7/16" 1-3/8" STEEL STUDS, o 'PVB'=.090"BUTACITE®PVB 3116"steel Ultracon Concrete min.2.85 ksi 1' 1.3/8" MIN.Fu=45 KSI 8 i BY KURARAY AMERICA,INC. ( ) MIN.Fy=33 KSI. 9//� Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 2 0 O 0 "SG'= .090"SENTRYGLAS® P.T.Southern Pine(SG=0.55) 9116" 1-3/8" 'UNGROUTED CMU' INTERLAYER BY KURARAY #12 SMS VALUES MAY BE _ BOX OR Q AMERICA INC. Steel,A36' 318' 0.050' USED FOR GROUTED EOUAL- B (steel,18-8 S.S. �/ FLANGE PVB AND SG INTERLAYERS MAY Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. j/ LEG Or 410 S.S.) ALSO BE MANUFACTURED BY Aluminum,6063-T5' 3/8" 0.063" EQUAL-UTE ORIEL COTTAGE KURARAY AMERICA,INC. 1/4"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/4" C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" FIGURE C:FRAME SHAPES 1/4'steel CreleAex Concrete(min.3.35 ksi) 1" 13/4° ---IBUCK WIDTH Ir --{BUCK WIDTH --]BUCK WIDTHI­-- 1/4"steel Uitracon Concrete(min.2.85 its]) 2-1/2" 13/4" T - �' 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1° 13/8" F T' F ( 1 3 114"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" '/ T � T 0 0 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4' _ _ w _ 1 J•CHANNEL INTEGRALFIN D 1/4'steel CreleAex Y Y u x O Q P.T.Southern Pine(SG=0.55) 1" 13/a" u u w u w 114'steel Aggre-Gator Concrete(min.3.275 ksl) 1-112" 13/B" 'm m w m J w 1/4'steel Aggre-Gator P.T.Southem PlneSG=0.55 1' 1 o p Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR 1 RADIUS-TOP 1. ARCH-TOP 1 WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED,SHAPES MAY • Dred a3 tont I In wltb tly TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN PPr P y 6 BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Florlds it ng C , Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Uxte - Distance Embedment' THE TABLES ON SHEETS 6-10. I t I r Noric E 2.1/2'x.131'Common Nall P.T.Southorn Pine(SG=.55) 3/8" 2-7/18' `��� I\.YNN dq/((r/i Revfeed By. Date: Revision: ml x Prodatl on 2.1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/18' tCN'�GENs! FQ P.T.Southern Pine(SG=.55) 112' 1.3/8' Revised By: role: RevWbn: #10 Trusshead SMS Aluminum,8083-T5' 3/8' 0.050' (steel,18.8 S.S. Steel Stud,Gr.33' 318' 0.0451"(18 Ga.) a- ® DwhIp8on: Drawn By: a 410 S.S.) F Steel,A3s• 318' 0.050" 'MIN.OF3 '.� -1 5 w= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND '•U I ) DV= P.T.Southern Pine(SG=.55) 9116' 1-3/8" THE METAL P ST TE f N_ 1070 TECHNOLOGY DRIVE Due: Dans: 012 SMS Aluminum,8063-T5' 3/8' 0.063' SUBSTRATE.FOR U /-'LOR\OP,' C'+�� N.VENICE, FL 34275 (steel,18-8 S.S. STEEL STUDS, :�F """" • �`\ SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 or 410 S.S,) Steel Stud,Gr.33' 316' 0.050" MIN.LST KSI6 S`sIONP� .` (941)-480-1600 Steel,A36' 316' 0.050' MIN.Fy=33 KSI. A.LUrJtJ MIdLEIFI,P.E. SedeelMadel: Scale: Sheol: Drawing No. Rer. P.E.g58705 CERT. OF Al7fH. 828296 SH-5500 NTS I"2":OF 13 MD-SH5500-01 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 CONCRETEICMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREOTHROUGH EMBEDMENT FRAME INTO 2X WOOD 114'MAX SHIM 16 1/4'MAX SHIM FRAME OR BUCKSTRIP. �— _ SASH VISIBLE 77 SEE NOTE 2,THIS SHEET. EMBEDMENT t8 LIGHT WIDTH EDGE EDGE ❑ DISTANCE nnI I FLANGE FRAME �- DISTANCE SHOWN _ L' �— 44 BALANCE �l_�� 114'MAX TYPE VARIES -o - - — TYP.ANCHOR SHIM TYEMBED EMBEDMENT 42 WITH SASH — TYPE, EMBEDMENTDGE WEIGHT 54 EMBEDMENT 2 EMB ANCHOR TYPED EDGE /]Q 90 AND EDGE EMBEDMENT AND EDGEDISTANCE PER U 31 �� DISTANCE PER O ^ DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, I�J SEE TABLE 2,SHEET 2. o 4 '- DISTANCE SEE TABLE 2, SEE TABLE 2,SHEET 2. EXTERIOR 18 � 87 � SHEET 2. •- FIXED VISIBLE FIXED 19 20 OPT.SASH TOP - LIGHT WIDTH EQUAL VISIBLE LIFT RAIL FRAME I 2 _ EQUAL LIGHT j NOTES: SHOWN 1� BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT i 1 ANCHOR @ 3.55' HORIZONTAL SECTION A-A SHOWN 1_ 49 I 48 FROM END AND AT I)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 720 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16.318' 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 pit STEEL 1/4'MAX. DUCK 50 6� 0 56 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT U SCREWS @ 8-316' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, 85 FROM END. ❑[-- 30 I THAN 1-112"THICK ARE TO BE SHEET 2. D - SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS E 106 DPICTED AS 2X ARE 1-12'THICK a OPT 86 - USE EITHER OR GREATER.1X AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED t� ��S' 85 81 0 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL INTERIOR 31 - / TESTED UNIT THE STRUCTURE,WOOD BUCK FRAME LEGIBOX n WEEP LOCATION: 518" DESIGN AND INSTALLATION IS THE EACH END. 80 r FROM ASH�END. RESPONSIBILITY ARCHITECT OF R HE ENGINEER SHOWN ORD. o SHOWN FRAME NOTCHES AT EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rl- INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 67 OPENING)IS MEASURED FROM4pprovcd as complying with Ph> 1!4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FI-Ida Lid ug C EOUAL-LEGIBOX ���1�OQ FRAME INTO METAL FRAME INTO METAL Dale. FRAME SHOWN 11��I o Revleed Dote: NOAU �0� W LYNN% 7�i 81'' Revlslon: M1 1 de Pr uel .27'X 1.25' _ NO ANCHORS Qr.•.•' 1.1CCNSF '..F;p Ity- Rovlced Hr. Data: Revialon; WEEPHOLE R @ REQUIRED IN VISIBLE LIGHT FORMULAS is % • 2.87"F No.58%05 ' 2.87"FROM 36 + -, FLANGE OR EQUAL-LEG WIDTH EACH END. ' ® Daecrip9an: D�-wn liy: • FRAME SILLS @SASH:BUCK WIDTH-6-12' — v '�� /S �'= FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI @ FIXED LITE:BUCK WIDTH•4.318' 7 <U UAL-LITE %�UT•• P, O, \(( 1070 TECHNOLOGY DRIVE 7711-: ala HUCKHEEIGHT EQ (�` .,(ORIE.I \� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 VERTICAL SECTION B-B BUCKHEIGHT2-3-15116' � T4s ��vv�v�UNAI-E�:� (941)-480-1600 �1 l jI i t I�� Serte-/Model: Scale: SAeet: Orowiny No, Rev: A.LYNI/MILLER.P.E. CERT.OF AUiH. X29296 SH-5500 NTS 3 OF 1 MMD-SH5500-01 P.E.p 58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION O_PTION_6_ INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE )NT02X WOOD FRAME OR _ I•-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-+- EMBEDMENT n NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR - \/ -- 114'MAX SHIM 114'MAX SHIM _ BUCK-STRIP.SEE NOTE 2.THIS ``—� - EDGE DISTANCE 16 SHEET. = _. _" D 17 LIGHT WIDTH J-CHANNEL �� EMBEDMENT AND EDGE FRAME 1 DISTANCE S ETABLEUBSHRETE. _SASH VISIBLE SHOWN 1 {181 2. --- ----- (SCREW SHOWN) 44 BALANCE ; f1O TYPE VARIES -. "" ""-". �Q EMBEDMENT -L114'MAX SHIM - _- 42 WITH SASH - ---" - o TYP.ANCHOR TYPE, DISTANCE IRI+EDGE ( /� WEIGHT 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, ) LJ I I SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR IIS\ TYP.ANCHOR TYPE, � 87 INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE •r�-I 3 FIN FRAME SEE TABLE 3,SHEET 2. FIXED 20 1 OPT.SASH TOP _ LIGHT WIDTH VISIBLE I - JII LIFT RAIL J FRAAME L 1 SHOWN (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH 49 48 21 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C=C 0 CENTER. SUBSTRATE-APPROPRIATE D ? 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANYSHIMMAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 45 46 47 SCREWS @16.318' INSTALLATION OPTION SHOWN MAY SHIM 14 35 FROM END. BE USED ON ANY SIDE OF THE BUCK O �� FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: q10 OR p12 STEEL (�- 114"MAX. HEIGHT 50 O 16 `�� ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF DRILLING I SHIM 85 SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, _ SMS(G5),SEE I 30 T FROM END. SHEET 2.ALL WOOD BUCKS LESS fl TABLES 2&3, SASH THAN 1-112"THICK ARE TO BE SHEET 2. D EXTERIOR VISIBLE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNITIS INSTALLED DIRECTLYTO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS + 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-112'THICK OPT 86 -L— LO BOTTOM OR GREATER.1X AND 2X BUCKS R(� O LOCK(SHEET 3). 65 (WHEN USED)SHALL BE DESIGNED ILJ+ (2OR 81 30 - 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR 31 LOCATION: END TO THE STRUCTURE.WOOD BUCK � FLANGE REMOVED FROM SASH END. �ITII INFIELD DESIGN AND INSTALLATION IS THE Ulo WEEP IIS/ NOTCHES AT 60 p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN � _ EACH END. Clllll NO ANCHORS OR ARCHITECT 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 7 OPTION 8 OPENING)IS MEASURED FROMANCHORED THROUGH FRAME INTO METAL Approved ea tomplylag%ilh et,: INTEGRAL FIN ��--'�11 1/4'MAX ANCHORED THROUGH Florida FRuld ag C FRAME SHOWN L-�0BEADING TO BEADING. 1 1 j INTEGRAL FINIFLANGE REMOVED - SHIM 1 I 1 I I I 1 INTEGRAL FIN INTO METAL ( ) Date NOAf! . 27'X1.25"WEEPHOLE - `����Q�L.......•,,U/(/ Revised Dale: Redelort: _ 81' am U e Prafau 38 WICOVER @ 2.8T Qat,•' VCENsC •:Fp % HY.. FROM EACH END. VISIBLE LIGHT FORMULAS =�'�� No.587D5 •'• ' Raised Ris Gate: Revision: TYP.ANCHOR TYPE, EDGE DISTANCE - - EMBEDMENT AND EDGE — j WIDTH - DISTANCE TABLE3,SHEET2.TE, — 1- @SASH:BUCK WIDTH-6-112' --0 / '(x ° JgCHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI --�1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.318' %�1 '• 7 (SCREW SHOWN) Q••. S1AT-Of af(/�- HEIGHT(EQUAL-LITE)_ ����''•.!'<ORIOP.. ���� 1070 TECHNOLOGY DRIVE Title: Oote: ANCHOREDINSTALLATION THROU HOINTEtORALFIN VERTICAL SECTION D-D BUCK HEIGHTl2-3-15/16' 8/ N.����•' N. VENICE, FL 74275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 INTO 2X WOOD FRAME OR BUCK- 111111 I I I (941)-480-1600 wee/Model: Style: Sheaf: browing No. Re P.E.0 58705 CERT. OF AUTH. X29296 v: STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER.P.E SH-5500 NTS 4 OF 13 MD-SH5500-01 —►{ 718'NO r— 7/8'NO7/6'NOM. 7/8'N 718'NOM. �+- 5/16"A/A PVB I I 5116"A/A PVB 5/16"A/A PVB I 5116"A/A PVB.— I I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 118"A GLASS 1/8"T GLASS 3116"A GLASS--\ 3/16"T GLASS � 118"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, _fl�lil 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'NO7/8'NOM. 7/8'NOM. 7/8'NOM. �•�— —� 7/8'NOM. �+- 5116"H/H SG I I 5116"H1H SG 5/16"H/H SG I I 7/16"A/A SG I I 7116"A/A SG 7/16"AIR SPACE 3f8"AIR SPACE 318"AIR SPACE—— 5/16"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3/16"A GLASS— \ 3/16"T GLASS 1/8"A GLASS 118"T GLASS aEXTERIOR a EXTERIOR <�ll EXTERIOR a EXTERIOR <�:]EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER L CARDINAL SPACER CARDINAL SPACER CARDINAL SPACE u CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM. 718'NOM. --- 7116"A/A SG — 7/16"A/A SG ARB 'NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE—- 1/4"AIR SPACE 76 OR 77TE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3116"T GLASS WITH J-CHANNEL OR •INTEGRAL FIN FRAMES �EXTERIOR aEXTERIOR GLASS TYPES 5,7.9.11,13 DURASEAL, DURASEAL, 6 16 MAY NOT BE USED IN SUPERSPACER OR-------- SUPERSPACEROREXTERIOR THE HVHz ABOVE 30•. CARDINAL SPACER CARDINAL SPACER• comldylcg wish fivGLASS TYPE 15 GLASS TYPE 16C8 tll"Ol/ NONOAW. \ 1j1LYNN L v/ Revised By: Dale: Revision: M d0 d,Prod.1'•Revised By: Doto: Revlalon: is r 'x GLAZING NOTES: - No.58705 'A'=ANNEALED ® De..rtplfon: D-,By: TYP. GLAZING DETAIL 'H'=HEAT STRENGTHENED ='a $ rs �u/ GLAZING DETAILS J ROSOWSKI T=TEMPERED •3 ./' 'PVB'=.090-BUTACITEOPV13 BY KURARAY AMERICA,INC. O sfA E F �,.. 'SG'=.090'SENTRYGLAS®BY KURARAY AMERICA.INC. '� FCORIO?•' :' 1070 TECHNOLOGY DRIVE MI.: Dafe: N- FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1.SHEET 2. %c;�1O1�11��- (941)-480-16007SINGLE HUNG WINDOWINSTALLATION „ � .hoONo N M 05 /1515 / A. LER P.E. CERT. OF AUTH. @29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 RE.fI 68705 I TABLE 4: TABLE 5: TABLE 6: 01-myms Design Presum,tbee 01er7ypo '- 2 8,8,798 6 D.Opllm sosn+l Deatgn Pressure,Ibettt - 01a.oryps. Design PTessuro,IbsOti +1.50.0 a.br:towl w a e4 aON..w pM wrWw76uch xan a'7&& R.IA Len[ R2 t.aE 57.125 +65Al-700 23.5 EgA4ile HAN +05.0 -m.0 .65.0 .70.0 ROH.L.w1 RI For 111 xindsxe assn slaw StsMu4 C.n.pe 14317-15810 -w.0 -70.0 1 850 -709 P2 F.,.0 v{edde.4-h Slid SEE TABLE 9,SHEET B FOR 28 Eq.M. 11583.14513 .05.0 -709 .es.0 -70.9 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. stda,d P-f. 11.3"-3)5ffi +e5.0 -m.0 +30o •m.0 ANCHOR GROUP AND QUANTITY. T.be.l z3.sv-25280 185.0 ao.o .65.1 •m.o 81-6 So0ape 20.056-23519"•:85.0 •70.0 .66.0 •700 37.375 Eq." M511-20.W .85.0 •70.3 -85,0 •20.0 Slyd.,4Pro4oH 14517.17.518 755.0 .70.0 .850 .700 rr � O sigrlest 0.377•/{.518 .65.0 •20.0 .65.0 1-20.0 1e5.11 27.503.31.017 .05,0 •20.0 +85.0 -70,0 cW-Sas 28 W-27.592 .05.0 .200 +55.0 -700 HEADER S-ftd CO.p 23.517.26510 +95.0 -10.0 .85.0 -100 HEADER 44 E9e14,. 21517.23319 .049 4m0l +950 23 SlwNardRWM 17.517-20.516 .650 •700 -e50 1.70.0 1 23 C.1-S1. 14517.17.518 -55,0 -200 :850 .7a.0 8M)dl 11.377-14 518 .65.0 .70.0 .65,0 .70.0 0 WWI 31.583-350!1 -65.0 -700 .65,0 .70,0 Q Slond.IJ Cd V. 29.817-31.502 .050 •70.0 -060 40.0 D MEETING RAIL Equwfts 20.517.20516-+65.0 -200 -65.0 .000 MEETING RAIL 49 S(wldWd PmAM 11.517.20.515...165.0 .70-0 40.950 .0..0 Q - (96 0 C.0-9. 14517-17.519 -e5.0 .790 -650 -20.0 27 0 EXTERIOR emto sine 12.517-14518 465.0 -20.0 .65.0 -20.0 O- c^_ Stwtdl 11.377-12.618 +65.0 -200 +65,0 -20.0 E%7ERIOA 0 E Tolbsi 33.2W.37.5-W -W.0 -20.0 .65,0 •Mo 15 O O JAMB 23 f &,ndwd Co I", 20.517.33.207 465.0 .70.0 .65.0 .70.0 .65.0 -20.0 .65.9 40.0 JAMB 23 Eguu2e 23.sa=20.520 1111_. y 014151.20 slxa' 20.517-23.518 -85.0 .70.0 105.0 •20,0 EX7EftgR SASH A06'l!5 sf.4d Pra4.x 17.517.20518 .e50 .700 +85.0 -20,0 EXTERIOR SASH a HEIGHT cdlom sora 14.517-17.516 +03.0 .20.0 .85.0 -200 (`� HEIGHT c-tom Stab 12 SIT. .650 •20.0 -0.0 -700 Sh.ndt 11.377-12510 +65,0 •70.0 +65.0 -Mll TAW 39.517.41.044 .65.0 -70A -85.0 -70,0 // p 23 SISM.rd Co o" 31.517.79.618 +85.0 -20.0 .68.0 -70.0 r+13 _ q EgW,tu 26517.31318 +0.0 .700 #050 -70.0 SILL (1 Sla.Ud P,w..s• 23.517.25315 ...650 .70.0 181,1 -70.0 SILL (� (J 02 Cdlom Sao 20.517.23.619 -65.0 .70.0 -85.0 •70,0 U Cdbm 5h. 17.517.20.618 +64.0 •70.0 .65.0 -70 ( Clebm sit. 14.51].17.510 +04.0 -70.0 105,0 68 A.7 Cdtom sh. 13.017.14618 -65.0 -20.0 -85,0 417.3 St0dd1 11.364-13.016 .05.0 .70.0 .85,0 665 r= ToOdt 39,517-41.6{1 -W,0 -209 +85,0 -700 C.l.t.m slat 38.517.3D.616 .65.0 .70.0 -65.0 -700 av l a. 35.517.385/8 -650 .700 .650 •20.0 SECTION DETAIL FOR WINDOWS WITH 75 Cdlsmslx. 32.617.35.516 +65.0 -1010 .850 -leo SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6 7&8Slm&o PlsAe 29517-32519 .BSA 40.0 .as.o -70.0 LEVEL R2 REINFORCEMENT&GLASS TYPES 5 fi 7&_$_ (REINFORCEMENTS SHOWN IN FIGURES ABOVE C.;-sm. 20.517.29.516 .65.0 •7o.o 185.0 614 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES fl smddl 25518-26,618 -05.0 •70.0 .86.0 4165 APPLY 70 ALL FRAME TYPES& CONFIGURATIONS) Ew.unr 38517•{7.814 .es.0 .70.0 .05.0 -20.0 CONFIGURATIONS) 84 Custom Sao 35.1517.39.518 -65.0 .70.0 +850 07.3 sl.Mard P,.{.« 3a.e1e-55.518 185.0 -20.0 .95.1 66.s Approvtd 03 camp)Ttag With 7tl. 91,76 Tuf..l 41541 +05.0 -700 .65.0 63.6 F)RIO n1111np CSD Neta l ( p SEE TABLE 10.SHEET 9 FOR ANCHOR GROUP AND QUANTITY. ROAN LYNN Revlaed By. Dote: Revlal0n: P Rml Ddde Droduu Y _ ti �� 4tCENS�c. ,FP Revised Or. Date: Revlalon: ;t'- NOTES: Na.53706 fj E Oeaor7pRln: D7own By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ••"4 /7^ .�ti DESIGN PRESSURE TABLE J ROSOWSKI jJ 7 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �'•. S 3AT-OF tU 1070 TECHNOLOGY DRIVE nflw Dato: �`1�••:=<OR70t^ �•��•�, N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR TABLE,NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,�+S jnl�1{�I� ��a�� (941)-450-1600 Sertee/Medah Scola: Sheet: Dmwlnp No. Rev: A'`P.E.{i 56io5 PE 29298 SH-5500 CERT. OF RUTH. 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Cf 5 dM awOV _ _ '�f 4 n SV T aw.roav ^ - _ .,(wn(n oz w aW r :1111!!f. wo w ..._ , �f.. aW..nreB ^ �. ✓V.' a w � 0: -Z bw rorea %"^ aW rowN 0. .Dowd # bn aroav - aia >9 aW rowB it(n nln n h bwrorea $ g� aw roav _ Z 3 .wD®d N n n n a n n n n n n n n n n n n n n n n n n n^n n n n n n n aw.oreg Z w +Ds.+ nIn n O N aw arocy - o Q x w a aw•owe w � X p __ O n an rove ry(« `2 p 0 a� O #hC= «.� #RRR^_'S �e AlCRc ::.�l8#R^ S� w of 00 of Oz x N cLL 6 � >gg aE � FEEE�E €g � �E6bEEE € € Fs €ESEB €EB.y xai p ¢ as S— a ¢ 40.ow 4.0 N Z r h en 3.500' 3.500• 3.500' 3.500" -��- .082• -y� .062' --�-1�- .062' __��- .062' � �I I ' LCO -� 1.483" 1.483' 1.483' 1.AB3' .070' --►I�- .060' 1.164'o .625" 1 J-CHANNEL FRAME .626' 2 FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME LIGHT SASH HD SASH 150' UU 1.375' O HEADIJAMB '7- O HEAD/JAMB 193O HEAD/JAMB O HEAD/JAMB F F 23 REINFORCEMENT 25 REINFORCEMENT 3.483' 3.483' ►I 3.483' �-{ I .070' --� 1.182" I- -070' _ 3.483' ---�� .i1 -7+- .062' nI 1.036' 1.041' Off- .062' �� Dom- .062' I -��- .062' I .791' .130' 2.444' 2.444' 2.444' x{ 7.331' r- -.-I 1.340' �- 2.444' STANDARDaF-�� HD MEETING RAIL D �� MEETING RAIL 27 REINFORC MENT �fI❑ �� o REINFORCEMENT o L� Ol-J� .625' 0 =ME .625" FLANGE 1.375"['0, FIN FRAME EGUAL LEG T 1.375' O FRAME SILL O FRAME SILL SILL O FRAME SILL TI 1.872' 1.641' I �•- 1215' I/ IIIA 2.100' {� 1.472' ���JJJ 1.565' �- 1.630' I�a ,.376' 2.176' I _-�- �- .065' of a .065' E .375 .035• 2� 1 .914" .590" 050' .471' I .050' 34T 111 .355' .590' ' --�I 1.231' Imo- 1.0011• �+-- .06� 07 . � .070 C1� 7 RAIL LIFT RAIL BEVELED BEVELED FIXED MEETING RAIL C6)SASH RAIL 17 COVERCE 18 SCREW CSASH OP I C1�INTERLOCK 2J NTERLOCLIFT K COVER 21 INT RLOCK� 22 INTERLOCK COVER App-cd.,complyiag with sh• FtorldOi 141n e U 8cy� I Revised By: Dote: Revle- NOAB Mlaml Unde ProdaG Conhol .316' .300' -► `�` p\1Y•I.YMN 4fz -�{ .8604' _ .175' I �•�\ .•'•1}CENSE•.•�F i DY. ,`�� � � ReWsad By: Data: Raviston: II II.754' .750' it'. No.56705 1' _ Descrfplion: Dr-By: .035' �I�� .025' -►��-� ��// `yy���"//_ ���� LAMI IG EXTRUDED WINDOW EXTRUSIONS J ROSOWSKI C ROLLED \�SCREEN FRAME SCREEN FRAME ;. S;A t: F 1070 TECHNOLOGY DRIVE 7flle.- Dalo: DRIo� ti N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 p�•�/....•..-•• �'` 941)-480-1600 NAL F��• Series/Afodel: Scat.: Shael: Droving No. Rev: A•L4.NNm40p.1 P.E. CRT. OF AUR,. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 PEA 58705 ry TABLE 12: TABLE 12,CONT.: _ BIII of Material BIII of Material,cont # Pall# Description Material # Part# Description Material 1 620101 lbingle Hung Frame Head 8 Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel 2 1 620102 ISingle Hung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Coat Znc 3 1 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72D195&6 Auto Lock Cover Assembly Coat Zinc 4 1 620104 ISIngle Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76XI18OPTX#6 x 1"Ph.FH SDS(Auto and Swesp Lock Screw) SS 5 62D105 SFVDH Frame Sill-J•Channel PVC 49 72020D Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange PVC 50 976X34PPA 96 x 3/4"PH.PH SDS(Keeper Screw SS 7 620107 SWOH Frame Sill-Fin PVC 61 420181 UR 121evelad Till Latch Corner Key PVC 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 62 420182 L/R Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 63 7634PHFL #6 x 3/4"Ph.FH SDS(Corner Key Screw) SS 15 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 520134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 67 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 21 620157 Beveled Interlock 6005 75 At 69 420180 IPivot Bar Corner Key PVC 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6063 76 At 83 720191 Sash Pull Handle Cast Zinc 25 620152 HD Sash Reinforcement 6063 T6 At 84 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 85 7834FPT 98 x 3/4"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rall Reinforcement 6005 T5 At BB 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 7785aB #8 x 618"Ph.FH SMS(Strike Plate Screw) SS 31 60300 Weatherstrip,.199'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(7/6'x 1"x 1/6"),65+1-6 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 78 Quanex SuperSpecer nXrwith 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 At 78 Cardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover PVC 80 61012 Extruded Screen Frame Alum 40 720)0000( Constant Force Balance 81 61011 Roll-Forted Screen Frame Alum 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 82 7CKGLB21 Screen Corner Key for Extruded Frame X4 PVC 42 Spiral Balance 83 47042 Screen Comer Key with Pull Ring X2 PVC 43 720205 Spiral Balance Shoe Nylon 64 47041 Screen Corner Key without Pull Ring X 2 PVC 4q 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 65 7CASPM Tension Spring SS 86 6181BC48 Screen Cloth Fiberglass 87 61835181614 .140"Screen Spline(Machine/Hand Rolled) Vinyl tPpravcd at c6utprying.lib th• 1ttll 111I FI rids Ik Idinafode20I 1 1 j NQA �� p1d 4 /�,' R6vreed t7js Dore: RaWalon: 61 r1MI Uri&PrDded etMI ,;' ReWaed By: Dote: Revhlon: lty. No.58705 it �1 C� I ® Description: Drown W. J =1� '•. 7 Jf IZ: BILL OF MATERIAL(BOM) J ROSOWSKI U srrE '�(C�•.,F<0RI1 •'•� 1070 TECHNOLOGY DRIVE 71116: Date. NOTES: ()�I `''�� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 11//11111 tt`t� (941)-480-1600 Sed661AW01. Scab: sheet: DmMng No. Rer. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. H-5500 NTS 12 OF 13 MD-SH5500-01 2)ITEMS#9-13.15.24.28,29.34.39.61.62,68-71,73&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. REA 58705 CERT.OF AUM. #29296 OPT.SWEEP LOCK OPT.AUTO LOCK 18 20 C-)OR48 51 OR52 45 O L RAIL OPT.PULL 22 82 OR 804 19 INTERLOCK& COVER O 87 86 ( 5r(50 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 &COVER FRAME WELDS 49 O 18 72 X 4 72 X4 4 16 80 /—oll OR 081 ............. zr-:o in�F SCREEN P�PCHEStQ BP- ............ 60 OPT.PULL HANDLE ASSEMBLY 64 WITH LATCH DETAILS 41 40 CONSTANTFORCE 0- OR 83 BALANCE OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANULL 63 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 66 ---------- /--o 3g DETAILS EXTERIOR 53 ....... ........................... HFS 70 BALANCE Apuov.d.'cmplyig jib th,. .......... ......... ----- DC19 FRAME tllill, NOA I'llml (LYNN i,.d ftBy. O.: LYN/V ASSEMBLY %CENSF' Dy. DETAILSR.W-d By: Data: ReWr— ND.58705 Descriptfon; J OSOWSKI EXTERIOR NOTES: EXPLODED ASSEMBLY sl-A rE or 1070 TECHNOLOGY DRIVE 7711.: '40RID;' "I'-� . ......... C N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)SOME PARTWOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 's, %V 2)J-CHANNEL FRAME SHOWN,PARTS P I&5.07HER FRAME TYPES APPLY. loto 1- (941)-480-1600 717 N.- r:EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P.E.4 68705 A`1444" -,P.E. 3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6 S 7. L �IftEll -SH5500-01 4)USE CERT. OF AUTH. 92961'5"i SH-5500 Scale: Shoot: Ish13 OF 13 JDMD