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HomeMy WebLinkAboutProduct Approval (3) JUL 2 n..8. MIAMI-:nA r . Y_DE S'2. Lucie C:cunt , MLAMI-DADE COUNTY `w PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION M�:; �, , T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA Wim.miamilade soy/economy PGT Industries,Inc. Ar 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 iEE g-the4HgION: Series "5500"PVC Single Hung Window—L.M.I. - e ing a Hung Window Installation- LM",sheets i through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,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 Co FISSILE IMPACT RATING:Lar a 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#15-0519.05 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0714.03 M1AMt•DADE COUNTY ftpiration Date: July 30,2020 1 J Approval Date: August 18,2016 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-05-19.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation -LM", sheets 1 through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Duraseal® spacer system, Super Spacer°NXTTM spacer system and X-L 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. Z. 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 previous 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 previous NOA No. -15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014), dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) Manuel-P ez,P E. Product Control Exam er NOA No.14- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTINUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). 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 "SentryGlasOO (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 FSC-2010 and FBC-5th Edition (2014), dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest, dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30/20. Manuel Per . Product Control E`am el NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 GE EXAMP RF EOR 28.1/8"MAX.O.C./ 21.518" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP / -� 54'MAX.BUCK WIDTH FOR ARCH-TOP MAX.O.C. VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM 90„ 12"MAX HEADER(SIM.FORALL LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT FOR ALL FRAME SEAM w4 / / WINDOW TYPES) WINDOW TYPES) B SEE —_ MAX.O.C. 1J SHEET 3 � 52-118"MAX.BUCK WIDTH IIS A,SEE F'-' _ 10"MAX.FROM _ SEE SHEETS I r 1-1/4' B,SEE �►-30"MAX.O.C. SHEETS{ T FIXED VISIBLE 12"MAX' / FRAME FROM D.SEE�— r 8&9 I 1j SHEET3 � �12"MAX' 1 � LIGHT WIDTH � BHEE74 SHA.SEEEET 3 r I, 12"MAX. FIXED SHEET 3!B,SEEL�� 30°MAX.D.C.. I ' ' _I-. 12"MAX C,SEE �} SHEET 4�' EQUALLY I / VISIBLE T A,SEE -' / 12"MAX. I SPACED LIGHT 17-7/g"MAX.O.C. SHEETS �L / EQUALLY I I 17-7f8"MAX.O.C. I ��_� ANCHORS PER I /HEIGHT II ) SPACED i 1 / _ � TABLES 9-11 — I EQUALLY () 17-718"MAX.O.C. ANCHORS PER I / / 91.78" SPACED I j 84" TABLES 9-11 I ( MAX. ANCHORS PER Q `i 84" I j BUCK TABLES 941 'I / 62° O 1 i BUCK __F_ MAX. HEIGHT MAX. HEIGHT X i. 10"MAX.O.C. HEI K 1O MAX.O.C. 1 10"MAX BUCK I AS SHOWN X I 4 X ,I 4 ' y HEIGHT I X' Mme) I 7r I ----- '--- 1 13J3/4_"_IMAX.O.C. 1 i •'l EQUALLY / 132/4"MAX.O.C. EQUALLY I SASH 13-3/4"MAX.O.C. EQUALLY _ I I / _ _ / SPACED I�_ SPACED I VISIBLE I� SPACED I L ......... SEE ANCHORS PER — ANCHORS PER I / LIGHT { ANCHORS PER I SHE6E&SS TABLES 9.11 i A I TABLES&11 i HEIGHT A� TABLES 9-11 i �A C I 11 I I I `6-112°MAX. 6.112'MAX. •6-1/2°MAX. NO ANCHORS AT SILL JNO SASH VISIBLE ILL I NO ANCHORS AT SILL 1 1-1/4' SEE-I —SEESILLWEEP- B 54"MAX,BUCK WIDTH NOTCSILH L ELS, `\I SEE SILL WEER B J I SEE SILL WEEP- D ' LIGHT WIDTH `-NOTCH DETAILS, 54"MAX.BUCK WIDTH -►- NOTCH DETAILS, NOTCH DETAILS, SHEET3 _ SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELE ATION FOR TYP,FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL 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 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WI GENERALNOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................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. FRAME,GLASS..ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUA71ONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 INSTALLATION,FLANGE& CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. 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 EQUAL LEG/BOX.................3 INSTALLATION,INTEGRAL FIN 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 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................4 GLAZING DETAILS........................5 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 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. DESIGN PRESSUREESS...................6-7 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. ANCHOR QUANTITIES.................8-10 SIGN PRESSURES: EXTRUSION PROFILES................11 7)DE A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300, ASSEMBLY&PARTS LIST...........12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 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 •2014 FLORIDA BUILDING CODE(FBC),STH EDITION NOT BEEN 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 .El WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. I•ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PRODUCT REVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'ALUMINUM DESIGN MANUAL,ADM-2010 as camplyiog with tfea Fladdp 10)REFERENCES:TEST REPORTS FTL-7964 8 7966;ELCO ULT NCA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/S2 2010 Durldmg Cnde f 6.O LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&, U INUM DESIGN MANUAL A�"pt11D�1'10 '`/"• ,� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ��,t " %ill Revlead BY: Data: Revlslon: f„rntian Date A ADDED SPACERS , JR 05/05/16 ) ay USER INSTRUCTIONS: TO SHEET 11. :..;,I,,:a: Mtnn;p�aarraeuccca,+rou 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Ravfsed By: Date: Ravfsfan: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. •:;I:t• 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ' -_ © Dascripflon: Drawn By: OPENING OBTAINED IN STEP I. l - GENERAL NOTES&ELEVATION J ROSOWSKI 6 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11•VERIFYTHE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR ,• 6,i•.,i H.I 1070 TECHNOLOGY DRIVE Tit/.: a•+ Data: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THATALL MIN.REQUIREMENTS FROM THIS SHEET-SETARE MET. t•I't r';j`•: N.VENICE, FL 34275 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. ;_;''••,1'I.!il�:••'• SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 •��� .,i..•..r, l•,.��. (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, �A./V(NN 4L!21 P.E. Ser7ee/Modal: Scats: Sheet: Oraw7n9 No. Rev: INTEGRAL FIN OR EQUAL LEGIBOX). P.E.958705 CERT. OF AM. {29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame GlassDesign Pressure Description(Elated from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that maybe used Type (see Fig B) (see Table 1) (see Fig A) (see Fig C) 5 718`Laminated I.G.:118"A Exterior Cap+7116°Air Space+5116"Laminated;(2)Liles of 116°A Glass with.090°PVB Interlayer 4,5 6 6 7/8'Laminated I.G:1/8"T Exterior Cap+7116"Alr Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090°PVB Interlayer 4,6 6 ....into 2X Wood FremelBuckstrip-sheet 3,option 1 Equal-Ute, Square/Reck., 7 7/8"Laminated I.G.:3/16'A Exterior Cap+318"Air Space+5116•Laminated;(2)Utes of 11/8"A Glass with.090"PVB Intedayer 4,6 6 Flange 5-16 Oriel/Provtew Aroh-Top& Through the frame ....Into Concrete/CMU-.sheet 3,option 2 8 718"Laminated I.G.:3/16•T Extedor Cep+318°Air Space+5116"Laminated;(2)Lites of 118°A Glass with.080"PVB Interlayer 4,6 6 (#2) &Cottage Radius-Top of the window...... through 1X Bucksldp Into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.G.:116"A Exterior Cap+7/16•Air Space+5116'Laminated;(2)Lites of 118°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+5118"Laminated;(2)Was of 1/B"H Glass with.090"SG Intedayer 7 7 ....Into 2X Wood FremelBuckstdp-sheet 3,option 1 Box! Equal-Uta, Square/Rect. Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 718°Laminated I.G.:3/16°A Exterior Cep+3/6°Air Space+5116°Laminated;(2)Liles of 1!8"H Glass with.090"SG Intedayer 7 7 Equal-Leg 5-16 Odel/PrcMew Arch-Top& 9 p 12 7/8"Laminated I.G.:3/18"T Exterior Cep+316•Air Space+5I18"Laminated;(2)Ules of 1/8°H Glass with.090"SG Intedayer 7 7 (#q) &Cottage Redlus-Top of the window...... ....lhrough IX Buckstrip Into Concrete/CMU-sheet 3,option 3 13 718°Laminated I.G.:118"A Exterior Cap+6116"Air Space+7118•Laminated;(2)Lites of 3/16'A Glass wllh.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 716"Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Utes of 3/16"A Glass with.09V SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect.,op& integral fin...... ••.,into Metal-sheet 4,option 7 15 7!8"Laminated I.G.:3/18"A Exterior Cep+114°Air Space+7116"Laminated;(2)Liles of 3118°A Glass with.090°SO Intedayer 7 7 J-Channel P 5-8 Oriel/Protiew Arch-Top 16 718"Laminated I.G.:3/16"T Exterior Cep+1/4'Air Space+7/1 B°Laminated;(2)Liles of 3/16"A Glass with.090°SG Intedayer 7 7 (#1) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 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/Buckstrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal-Ute, Square/Rett.,integral fin...... Min.Edge Min. Integral Fin into Motel-sheet 4,option 7 Group Anchor Substrate Distance Embedment' THEHVHZABOVE30'. 5-8 OrieUotagew Arch-Top& (#3) &Cottage Radius Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheat 4,option 6 P.T.Southern Pine(SG=0.55) 716" 1.318" of the window...... ....Into Metal-sheet 4,option 8 #10 SMS Steel,A36' 3/8" 0.050" (steel,18-8 S.S. 'MIN. D 3 THREADS 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 A Aluminum,6063-T5• 3/8" 0.050" SUBSTRATE.FOR "A°=ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 1316" STEEL STUDS, q "H"=HEAT STRENGTHENED MIN,Fu=45 KSI& "T°=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3/8" MIN.Fy=33 KSI. // 2 "PVB"=.090"BUTACITE®PVB Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4" �� 6 4 0 BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9/16" 1318" VALUE"UNGRS CMU" Q Q #12 SMS Steel,A36* 3!8" 0.050" VALUES MAY BE / BOX OR "SG°=.090"SENTRYGLAS B (steel,18-8 S.S. USED FOR GROUTED 7//� FLANGE EQUAL- INTERLAYER BY KURARAY Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. or 410 S.S.) Aluminum,6063-T5* 318" 0.063" EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultracon Concrete(min.2.85 ksi) 1" 13/4" t� C Ungrouted CMU,(ASTM C-90) 2-112" 1-114" FIGURE C:FRAME SHAPES 1/4"steel Cretefiex Concrete(min.3.35 ksi) 1" 1314" —► BUCK WIDTH BUCK WIDTH——►I BUCK WIDTH -- r---- ----� '7- 1!4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1314" 1 114"steel Ultracon P.T.Southern ------ _ ---I Pine(SG=0.55) 1" 1.3/V' 1 U 3 fl 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-112" 139' c0 ce cc W w w J- CHANNEL Q INTEGRAL Q D 114"steel Cretefiex Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4" _ _ 53 3: � FIN P.T.Southern (S Pine G=0.55) 1" 13/8" _ w or 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-318" 'm 'm1 w m J or P.T.Southern Pine &G g065 1" 114';steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2" RECTANGULAR RADIUS-TOP ARCH•TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCI'REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL IN BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING as complying with the FlodQh Group Anchor Substrate Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Baildtng Code Distance Embedment' THE TABLES ON SHEETS 8-10, Acceptance lb 16"0714"t?3 Revised By: Date: Revision: Expt-0.n Drab 72a 2 a E 2-1/2 x.131"Common Nail P.T.Southern Plne(SG=.55) 318" 2-7118" 2-1/2°Ring-shank Roofing Neil P.T.Southern Pine(SG=.55) 318" 2-7/16" ` .<' Nl P.T.Southern Pine(SG=.55) >' �.:^�•r' Revised By: Date: Revision: hlismi adc PreGsCon rfil #10 Trusshead SMS Aluminum,606345' 318" 0.050" (steel,18-8 S.S. r or 410 S.S.) Steel Stud,Gr.33' 3/8" 0.0451°(18 Ga.) Das.rlptfon: Drown By: F Steel,A36' 318" 0.050" MIN.OF 3 i K 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND P.T.Southern Pine(SG=.55) 9/16" 1318" THE METAL - 6:;j;i'•`�;• •.(',�-!_- 1070 TECHNOLOGY DRIVE 7111.: Date: #12SMs Aluminum,6063-T5• 3/8" 0.063" SUBSTRATE.FOR ='`.•':':� � N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr,33' 3/8" 0.050" STEEL STUDS, :(.'.-;',•:.L !'' `:% (941)_480-1800 or 410 S.S.) MIN.Fu=45 KSI& //r'..;;yl �p',I'`"�� Sedee/Model, Scale: Sheet: Orowing No. Rev: Steel,A36. are" o.oso" MIN.Fy=33 KSI. A:LY,ryy#587SR)�.E. CERT. OF AUTH. (129296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E1!58705 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 I— EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT ' FRAME INTO 2X WOOD 1/4'MAX SHIM 16 1/4"MAX SHIM —�I '►— FRAME OR BUCKSTRIP. T I ° 0 f — SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. EMBEDMENT � EDGE EDGE " ❑� 18 LIGHT WIDTH ❑ DISTANCE FLANGE FRAME �� DISTANCE -_ SHOWN ,q D 44 BALANCE a --LM"MAX TYPE VARIES - — TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, 2 �a EMBEDMENTAND. ° nI Q WEIGHT 54 EMBEDMENT TYP.ANCHOR TYPE, EDGE I 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER ILII Q 31 D DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, n EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. I o EXT�(E�7RIOR 87 DISTANCE SSEE HEET�LE 2, • _I FIXED VISIBLE \u •; FIXED 19 20 OPT.SASH TOP FLANGE 'l LIGHT WIDTH EQUAL VISIBLE LIFT RAIL I 2 ` FRAME LEG/BOX LIGHT FORALLWINDOWS: NOTES: SHOWN I' BUCK MOTH FRAME HEIGHT SHOWN + 1 ANCHOR@3.55" HORIZONTAL SECTION A-A 1_ ! 49 I 48 FROM END AND AT 1)USE ONLY I 21 CENTER. SUBSTRATE-APPROPRIATE I 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEELSTUD. 72 p ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @76-3/8" INSTALLATION OPTION SHOWN MAY 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. cl BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX BUCK 50 0 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF•DRILLING SHIM HEIGHT -i— SCREWS @ 8-3/8° USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 30 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, D❑� T-- THAN 1.1/2"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 yy 16 DEPICTED AS 2X ARE 1-112"THICK 86 1— USE EITHER OR GREATER.IXAND2XBUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADSTO FLANGE D EQUAL INTERIOR 81 31 30 64 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME n LEGIBOX EACHEND.WEEP LOCATION:6,518"END DESIGN ORARCHITECTO FTHERDD INSTALLATION ISTHE SHOWN LID o FRAME �D�o NOTCHES AT gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EXTERIOR g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 1'RODUC712BV15BD 67 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH as oompllIog With the V'1r'r& EQUAL-LEG/BOX O114"MAX SHIM BEADING TO BEADING. FRAME INTO METAL - FRAME INTO METAL Amep1 ll pimtnDate- 16- FRAME SHOWN Rvled ByDate: Rvisan: e Mfnm ade Prndutt C.<Mlf" .27"X 125" NO ANCHORS Revfeed B Date: Revision: WEEPHOLE REQUIRED IN VISIBLE LIGHT FORMULAS WICOVERr• @ O ° FLANGE OR •:'. 2.87"FROM 38 EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" ."" t I'^ ® Descrtpllon: Drawn By. @ FIXED LITE:BUCK WIDTH-4-3/8• y �6; ! FLANGE&EQUAL—LEG/BOX FRAMES J ROSOWSKI • - ° HEIGHT(EQUAL-LITE) ;•5%• �„ :':if. 1070 TECHNOLOGY DRIVE 7711-: Date: VERTICAL SECTION B-B BUCK HEIGHT/2.3.16116" ?•,.' .; N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-460-1600 J�•q•�LY N,K71L�Rnp�E.,, Serles/Model: Scale: Sheet: Draw7ng No. Rev: 4, CERT. OF A.. x/29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A P.E.}F158 b5 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. �- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I-+ EMBEDMENT - FIN INTO 2X WOOD FRAME OR a 114°MAX SHIM 114°MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL I EMBEDMENT AND EDGE Q� 18 LIGHT WIDTH 17 ❑ FRAME y DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. D ---- --- --� O (� o (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES -- - o —L1/4"MAX SHIM 42 WITH SASH EDGE TYP.ANCHORTYPE, DISTANCE IR(�I Q WEIGHT 54 300 EMBEDMENT AND EDGE U� 31 O � DISTANCE PER SUBSTRATE. (mm Q D SEE TABLE 3,SHEET 2. 0 EXTERIOR TYP.ANCHOR TYPE, 18 (NAILSHOWN) V 87 INTEGRAL EMBEDMENT AND EDGE FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP J-CHANNEL I LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2.VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT I HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55" BUCK WIDTH 49 I 48 FROM END AND AT 1) ONLY HORIZONTAL SECTION C-C I 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 114"MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. SCREWS@INSTALLATION OPTION SHOWN 14 45 46 47 35 FROM END.18-3/B° BE USED ON ANY SIDE OF THE MAY FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 1/4°MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE LTABL(ES2&3, LLING SHIM SCREWS @ B-3/9' USED INTO WOOD AS PER TABLE 2, SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑30 THAN 1-1/2°THICK ARE TO BE 2.SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHTUSE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 _I__— 16 OR BOTTOM ORGREATER.IX AND 2XBUCKSOPT. LOCK SHEET 3. t +65 ( ) (WHEN USED)SHALL BE DESIGNED (2)1" 81 30 g3 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR LOCATION:6-5/8' FLANGE REMOVED a INTERIOR 31 TO THE STRUCTURE.WOOD BUCK n n EACH END. NO ANCHORS FROM SASH END.E DESIGN AND INSTALLATION RE ARCHITECT OFFTHE ENGINEER FRAME SHOWN UD�o INFIELD LID o NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN �Illl REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION7 OPTION 8 PRODUCT REVi58D 1/4"MAX OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL a cantglying Kitht�e n2�A4a INTEGRAL FIN BEADING TO BEADINGINTEGRAL FIN/FLANGE REMOVED Building Coda FRAME SHOWN � SHIM . INTEGRAL FIN INTO METAL ( ) Q� o ,t,. .,�?/ Revised By: Date: Revision: E<timlk n Dale Y. 27"X1.25"WEEPHOLE lr: C O38 WICOVER@2.87° T .`t,rr;.i,},,'•,, Mimni).d.Product Con FROM EACH END. I VISIBLE LIGHT FORMULAS Revised By: Gate: Revision: TYP. EMBEDMENT AND EDGE EDGE DISTANCE WIDTH :- DISTANCEPERSUBSTRATE, @SASH:BUCK WIDTH-6.112" ..: ® Descript/an: Drawn By: SEE TABLE 3,SHEET 2. —.-1 EMBEDMENT — @FIXED LITE;BUCK WIDTH-4.3/8° - ,`•, C( �' I� �6 %:i.;.. J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL-LITE) l'•i t�' '"�• 1070 TECHNOLOGY DRIVE 7/fla: Date; INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2.3-15116° -?.c;i;ttl' ,;: •;' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN (941)-480-1600 •rr,' .i,:,;�•,. •'��\ Series/Madel: Scole: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- A.'LkNN MII,4HR;�.E. STRIP.SEE NOTE 2,THIS SHEET. P.FJ158705 CERT. OF AUTH. (29298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A --�{ 7/8"NOM. —�I 7/8"NO7/8"NOM. 718"N 718"NOM. 5116"A/A PVB I 5/16"AIA PVB 5/16"A/A PVB I 5116"AlA PVB I 5116"H/H SG 7116"AIR SPACE 7116"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 a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (B- 7s-7B 7s 7a 76-78 7s 7s GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 -+{ 718"NOM. —� 7/8"NOM. —►{ 7/8"NOM. 7/8"NOM. —^{ 7/8"NOM. �- 5/16"H/H SG I 5116"H/H SG 5/16"H/H S 3 I 7/16"A/A SG 7/16"AIA SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"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 aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (E9- 78.79 (E8_ 6-78 78-79 e_tElfl GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 --►{ 7/8"NOM. 718"NOM. 7/16"AIA SG I 7116"A/A SG 112"NOM.GLASS GLASS TYPES 9THR00GH] 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP• '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 GLASS TYPES 5,7,9,11,13 76.78 78-79 31 &15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT RF..V1SBD os complying with tim Flo7ide a GLASS TYPE 15 GLASS TYPE 16 Aro"ngCod4,,38 30 Rev(eed fay: Date: Revfsln: 20 11111/l�:r:?// u o '-.` ''1:(;'.PI:`::•'• Rav(sed 9y: Oale: Ravlsfon: • GLAZING NOTES: �1,y(;:70I - •, •" 'A'=ANNEALED X• ® Description: Drawn By;, TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI P "=090"tED BUTACITE0PVBBYKURARAYAMERICA,INC. -;. <�.:�• 6 I„l. ,,.• 1070 TECHNOLOGY DRIVE T7De: Dote: •SG"=.080'SENTRYGLAS®BYKURARAYAMERICA,INC. ;.:.';,.1., N. VENICE, FL 3az7s SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ��,,.< ' ? (941)-480-1600 li.i,.�� Sedes/Modeh. Scale: Sheet: Orawfnp NSo. Rev: �'A.,LYNNMILL ` Id.E!r6d��o's CERT. OF RUTH. X29296 SH-5500 NTS 5 OF 13 MD- H5500-01 A TABLE 4: TABLE 5: TABLE 6: al..typo I Sdwm Sash x alae a Design Pressure,Ib.1f Glass rypee Oael9n Pressure,IbslR s Ibaadp0ogrindt- Ran Hetttnt type. Design Pressure,IbslRa 6,8,788 RaInL L4Val Rentto®U9ndvw RenBe MI WM.w Bueh Wdlh in 8'7& 78 B +1-50.0 R2 Height sh- u mos 52325 +65.01-70.0 Re Int LowI 23.6 Ege"a 11344 +85.0 -70D 48510 -70.° Ra lat.Leval mv R1 For all wind8 sash sizes Standard Collett. 14.517.15.870 +85.0 -70.0 +05.0 -70.0 R2 For all window and sash sizes 28 Eq.M. 11.683-14.610 +65.0 .70.0 4e9,0 -70.0 SEE TABLE 9,SHEETS FOR standard PnW- 11.377-1IM2 4as0 -7010 +65.0 Joe SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Telles! 23517.25281 +05.0 -70.0 +05.0 .70.0 ANCHOR GROUP AND QUANTITY. Slandard Caltago 20.856.23.510 +65.0 -70.0 485.0 -70.0 37.375 Eq.a1411. 17.517.20.057 +65.0 •7010 46.5.0 -70.0 standard ProAaw 14.517-17.610 465.0 •70.0 465.0 •70.0 0 DSharl.el 11.317 K616 +65.0 70.0 +85.0 -70.0 TaBaol 27.683-31,0-31.011 . +05.0 -70.0 +85.0 1-70.0 Cusl.m81m 20.517-27.682 465.0 •70.0 465.0 1-70.0 �p Standard Cotwge 28517.26.610 48510 -7010 46510 -70.0 0 HEADER 44 EquaFhle 20.517-23610 465.0 •70.0 +65.0 -70.0 O HEADER Standard PW- 17.517•20.516 405.0 -7010 465.0 70.0 23 ceswmstze 14.517-17.510 +65.0 70.0 +65.0 7sa 23 e shortest 11.377.14.618 +65.0 70.0 +05.0 o Talloal Bosl 31681-35.011 +e5.0 .70.0Joeo.o .e6.0 70.0 SlaManl Calls" 20.617-31.652 .65.6 •7010 465.0 -70.0 0 EquaMita 20.517-28.516 +880 •70.0 +65.0 76.0 0 O MEETING RAIL _ 48 Slmdard Prodew 17.517.20.510 46510 •7010 465.0 •70.0 o MEETING RAIL Q 0 crswmshe 14317-17.616 405.0 .70.0 +65.0 -700 O 26 0 oslwmsae 12.517.14.610 +Bea -70D 455.0 70.0 Q 27 ° E%TERIOR c Shcdeal Q 11.377. .sad 45.0 70.0 405.0 -70.0 Wast '� E%TERIOR 0 ael 33208.3737.636 +85 . 5.0 -70.0 485.0 -700 0 'ii Swndad C.0a2. 28.617.33.207 465.0 -70.0 .65.1 -70.0 O O x 23 Equ,W, 23.517-20.610 +55.0 7010 161.1 -70.1 23 JAMB 01 asromslze 2°.511.23.51° +ss.° 7010 +es.° a0.1 JAMB 40.025 Slarda,d P,eAsw 17.517-20.51° 465.0 .70.0 +85.0 -70.0 EMERIOR SASH E-%TF.RIOR SASH a HEIGHT cuawm Slze 1.517-17.510 +85.0 .70.0 +65.0 -70.0 a HEIGHT cuat.msl:e 122.517-14.516 .as.0 -70.0 1680 70.0 shortest 17.377-12s1e 405.0 70.0 485.0 -70.0 West 38517-41.614 465.0 -10.0 465.0 70.0 OsrondardC40age 31.511.30.516 46&0 •7010 +65.0 70.0 23 23 Equa42. 25.517-31.510 +65.0 -70.0 +65.0 .70.0 standard P,vAsn 23.517.28.510 +85.0 -70.0 +65.0 1-70.6 SILL O 02 cmwm size 20.517-23.510 465,0 -70.0 485.0 70.0 SILL O aerom slz. 17.617.20.516 485.0 -70.0 405.0 70.0 ��� cuarom San 14.617-17.616 455.0 -70.0 465.0 46.1 � D Cuarom sae 13.017-14.618 485.0 -70.0 455.0 47.3 SMdnl 17.884-73010 485.0 -70.0 +65.0 48.5 00 Tallest 38.517.41.644 465.0 -70.0 465.0 -70.0 o C.atomsiae 38.517-38.5tB +65.0 -70.0 +85.0 .70.0 Eq.14Re 35.517.30.61° +65.0 -70.0 489.0 -70.0 76 cn&rda 32.517-35.516 +85.0 -70.1 467.6 .70.6 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH smndardPo+l.w r28.617-32.516 .7.5.0 .lo.o +eso aoo LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 cuul.msix. 28.517-21).516 465.0 -70.1 1 485.0 1 ala LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE shod.,t 25.516-20.6111 465.0 70.0 465.0 4806 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq.Plle 38517-41.644 +65.0 7.0.0 +65.0 •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 04 aawm6lm 35.517.311616 .65.0 70.0 +65,0 .07.3 CONFIGURATIONS) Standard P,W- 33.81B-35.516 .65.0 -70.0 +85.0 40.5 PRODUCEREVISE[) Df.7a Tent 41..44 +85.0 •70.0 +65.0 45.5 as comPlying With the Florida Oung Code SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY.i -Plx 440)16-ID16-ID "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ' [0n !�I I 1 i• Revised Ry: Date: Revision: xPer 110 Du.. lit .J I,t, h4imui)nd.PrndlOtC0nil\J }[''t'I��l,' ''��';•'/' Revised By: Date: Revision: NOTES: ® Description: Drawn fay: 1)USETHESETABLES FORALLWINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI 6 Pf��� 1070 TECHNOLOGY DRIVE Title: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ''1 -=•'• 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 (941)-480-1600 ON THE TABLE. l/,'Fi(:'LyN�� CLI FE.`'t Series/Madel: SOale: Sheet: D[owing Np. Rev: �. . e5' CERT. OF AM. X29296 SH-5500 NTS 6 OF 13 MD-SOH -01 A IMMEMISM vr*MMEMEMCMEM � ��� � � � � mmgmcmEMEMCMEMEMEMIMCM �1 �cm ��IzmmmcmmmgmcmcmMMEMIUMEMKMEMKMCMKM amEMEMEMEMEMEMIUMCMIMMEMEM ���������������� II I * ffz� mmumcmumcmum9mum ���������������� l�ffmTmMEMEMCMEMMCMMME339MEMIMMEMMMEMOMCMISM IM1=30MIUMEMIUMCMISM91imum ==MFMWMMCMEMEMEMCMIMMCMMMCMMMEMIEM ME! mm Im ~ � ��mm3mmEMEMISMEMEMCMMMIMMEMCMIUMCMEM seumum 915MIMMEMMIcMEM903113M ���������������� mm ������������� � ��EMEEIRMmMEMISMKMEECEImm 1�y"MMUMIMMEMEMEMEMMMIMMIMMEM amomemmm IMIRMIMCMIM .. .• • .. �! .. - : -: • TECHNOLOGY1070 DRN.VENICE, Fl.34275 ��SINGLE HUNG IVE Me: W INSTALLATION LM (941)-480-1600 _ CERT. 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B�DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDaDDDDDDDDaaDDDDDaDDa _ DaO02aDDDa©©DDDDOD©DDD©aDDDDDDDD©©DDDDa4D0D©ooa©aoa ��oaaamaaaaaaaoaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaa. �DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDaaDDDDDaDDG' C=DOq©aaDDDODD©DDOaDDDDDDaDDDD lama DR©D©aDaD©©D©DR©ODa 3.500° 3.500' 3.600° 3.500" -�� .062° -►-I�'�- .062° - -- .062° - -II-�- .06z" ��� " D a a a 060. ♦�{ 1.184" �--�1 1.483" I -�1 1.483 1.403' 1.483" .070' -►i�- al-.J��❑ i aL_J��❑ a���❑ a(��(�❑ .715° .070° ...LLL � .810° 185. .625° .626' 2 FLANGE FRAME 3 FIN FRAME 4 EQUAL LEG FRAME 23 LIGHT SASH I HD SASH 150" 1.375" O HEAD!AMB FRAME O HEAD/JAMB 1.375 O HEAD/JAMB O HEADMAMB REINFORCEMENT 26 REINFORCEMENT 3.483" 070" 1.182" t - 3.483" ---I 3.483" 3.483° i•I -T r .070" -4--- .062' -��- .062" j-*- .062' -�D.O62" .791° 1.036" 1.041" IInII -L ]- .130" O (I 2A44" 1.331' ��- --r-� 1.340" �- D � 2.444" 2.444" 2.444° STAN �D [�f� aa�❑� � MEET NAGRAIL 27 RHD MEET NG EIFORCEMENT �� ❑ REINFORCEMENT 0 26' FIN 6TIN O FRAEQUALLEG ME SILL 6� gNEL FLANGE 13 O SILLS O8 FRAME SILL i 1.375' O FRAME SILL 1.872r' -►I 1.641" T 1.215' .065° -►I 0 o 1jI ,065 � .I ��/��`f -►{I ( � . 2.100" . �11.472° . 1.565" 1.630" 1.378° 2.176 ° 1 375' •355974" 47 590 .050" + 7 ' .050' 070" 1231" 1.000" .060" -T i4i# r5 BALAN SASH STOP I LIFT RAIL LIFT RAIL BEVELED BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 10 SCREW OVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK @)INTERLOCK COVER PRODUCT REVISED r.cmnplyin8 wilh ttw Flwidu i'n:ildina Cade 4ecepinnce]Jo�(O.0711'•2 lixpimlian.Dale Revised By: Date: Revidon: BY .316" µ .300' -I}- .� ,`Cii.� ....Lnde Producl'Con •-�•� .BBo4° .175'. �. LL <, •.�t::3dl�:.c '..'i•.•' Revised By: Date: Revlsfon: .754" .750' a rtin': .035" -►-o-�� .025" Description: Drawn By: LAM]IG EXTRUDED ROLLED 6 I�tl(6 _ 1070 TECHNOLOGY DRIVE 7Rle:WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING 81 SCREEN FRAME 82 SCREEN FRAME 1 ', Date: ::i::i..��+' `i ,:/1.„,,U.,.•,.:'ti N. VENICE, R.34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ..0....• ;�• (941)-480-1600 Series/Modef: Scale: Sheet: Drawing No. Rev: krjy N;111{LtMi,P.E. CERT. OF AUTH. (f29298 SH-5500 NTS 11 OF 13 MD-SH5500-01 A P.E.#58705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM Bill of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. POLYISOBUTYLEN 1 620101 single Hung Frame cad&Jambs-J-Channel PVC 5 720197 Auto Lock Mechanism C Steal WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SHIDH Frame SIII-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 '620107 SH/DH Frame SIII-Fin PVC 51 420181 LIR Beveled Tilt Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame SIII-Equal LeglBox PVC 52 420182 LIR Pull Rail Tllt Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 75 4SG TPS 77 SPACER®NXT7M 17 620134 Balance Cover PVC 55 420184 Tlit Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Till Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOYLENE DESICCANT FILL AREA BUTYLEAL 21 620157 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC SEAL 5/16°NOM. 22 620145 Beveled Interlock Covsr PVC 60 720206 Pivot Bar SS 5116"NOM. BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 AI 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 78588 #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb hFIexPVC 72 720135 Lami 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 1/8"),85+/_5 duro. EPDM78X1MTTT #8 x 1"Ph.PH SDS(Intedock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s DURASEAL® XLEDGET" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 81 61011 Roll-Formed Screen Frame Alum O SPACER SPACER 37 71669SP Meeting Rail Screw Support Plate 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720>= Constant Farce Balance 84 47041 Screen Comer Key without Pull Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61818048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 7BX114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material 76 Kommerling 4SG TPS Spacer System See this PRODUCT asvlsaD 77 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for r,w»I+b•rng.'nlh tha Fimidn r3iu 78 Quanex Duraseal Spacer 1diva cde pt N t 6-o7t4 0 a o nc Materials LrpimlaaDale 7D2D 79 Cardinal XL Edge Spacer U ' ""n Ravlsad By: Dote; Revision: REFERENCE TEST REPORTS:FTL•8717,8968&8970 •* •� �'' 'i,.;-' J R 05/05/16 A)ADDED SPACERS Br- .! Minmi)nde P[oshroC o `fir•' Revleed W. Data: Rev(sbn: ® Deacriptlon; Drtrwn By: BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Data. NOTES: '•.,,�7,r;;;;•:>'%;.•' ;:'�;•:' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'i��:.;:;. ••....... �` (941)-480-1600 lj�l; Serlea/Model: Scale: Sheet: D[aw(ng No. Ray. 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR HAMA EXTRUDER CODE. •r Lyp{ M)4L'ER;P.E. 2)ITEMS#9-13,15.24.28,29.34.39.61.62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. P.�.0 58705 CERr. OF AUTH. 829296 S H-5500 NTS 12 OF 13 MD-SH5500-01 A t 1 OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK 20 7 57 OR 5 48 SOR(D—, 45 OPT.PULL RAIL 22 82 OR 84 Is INTERLOCK& I COVER 66 87 86 35 OPT. 21 BEVELED MITERED FRAME WITH INTERLOCK INTERIOR AND EXTERIOR 16 • &COVER AME WELDS 18 54 72 X4 /-@X4 53 50 80 O OR(B OR 14 10 5N ------------ SCREEN jAeS - 60 OPT.PULL HANDLE ASSEMBLY pc�� 49 ASSEMBLY k 64 WITH LATCH T I LS DETAILS 4140 OR CONSTANT FORCE 6@5 @ OR 83 BALANCE OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 16 63 67 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR ASSEMBLY FRAME WELDS 6636 DETAILS -( - EXTERIOR 53 V59 -------- —------------------ com Iyingwith Fisvida. To 6 .--•-- !�LCe , 14— V 53 A ------------------------------------------ Ex pirtil' at�- -03 FRAME • Revised By: Dote:------" Revision: ASSEMBLY 13Y i4iom e DETAILS Revised By Date: w L: 0 Description: Drawn By. EXTERIOR '7 4116 �!llj w EXPLODED ASSEMBLY J ROSOWSKI NOTES: 1070 TECHNOLOGY DRIVE Title: D ft i D 1 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275(941)-480-1600 SINGLE HUNG WINDOW INSTALLATION LM : 05/15/15 -- 2)J-CHANNEL FRAME SHOWN,PARTS 9 1&5.OTHER FRAME TYPES APPLY. 3 FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. A. P.E. Serloslmodel: Sheet: N.. ' 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. REA58705 CERT. OF AM. #29296 SH-5500 NTS 1 13 OF 13 MD—SH5500-01 A