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HomeMy WebLinkAboutProduct Approval - - -- I I I I I I I ' MIAMI-DADS MIAMI-DADE COUNTY 9 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Ti(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwiv.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted,by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areasl 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 byMiami- ade 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 i through 13 of 13,dated 05/15/15,with revision A dated 05/05/1'6,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there'has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The'NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request the Building Official. This NOA revises NOA#15-0519.05 and consists of this page I 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. M1AMi•DADE COUNTY / NOA No.16-0714.03 . , Expiration Date: July 30,2020 Approval Date: August 18,2016 l Page 1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Winslow Installation - LM", sheets 1 through 13 of 13, dated 05/15115, with revision A' dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,'1P.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 XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and', FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealedby Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1 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 oIf 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 FBQ, 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 NOA No. 15-0519.05) �'z Manuel P ez,P E. Product Control xalner NOA No.16.0 34.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 f PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(CONTnvuED) 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 "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25115, 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-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. ,i Manuel Per/e";7. Product Control E am er NOA No.1603 Expiration Date: July 30,2020 Allpproval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28.118°MAX.O.C. 21.6/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54"MAX.BUCK WIDTH MAX.O.C. FOR ARCH"IT VARIES PER REINFORCEMENT LARGE 8 SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER(SIM.FORALL FOR ALL FRAME SEAM _� 30° 12"MAX. / WINDOW TYPES) LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT B,SEE __ MAX.O.C. WINDOW TYPES)_?7 V!A SHEET 3 - / 10'MAX.FROM 62.118"MAX SEE SHEETS (' 1.1/d° BUCK WIDTH A BEE D,SEE _ + D,BEE �..-30"MAX.O.0. 12.MAX SHEET 3>j FIXED VISIBLE 12 jam' / FRAME SEAM SHEET 4 8&9 1 SHEETS LIGHT WIDTH A,SEE - S,SEE 30°MAX.O.C.+-� /,12. x C,SEE -- - SHEET3� 12"MAX' SHEET SHEET4� FIXED _ / EQUALLY VISIBLE/ LIGHT 17.7/8"MAX.O.C. A,SEE - / 12"MAX I / EQUALLY / 17-7/6"MAX.O.C. SPACED / SHEET3�' �� / ANCHORS PER SPACED TABLES 9.11 HEIGHT EQUALLY ANCHORS PER O / O / MAX. SPACED O 17-718"MAX.O.C. / TABLES 9.11 MAX. ANCHORS PER 84 62" O BUCK gq" BUCK TABLES 9.11 / _ T MAX, T HEIGHT MAX. HEIGHT 10"MAX.O.C. BUCK 10"MAX.O.C. 10"MAX,IO.C, BUCK AB SHOWN OCH.R.ATSILL HEIGHT X - X , y HEIGHT X (MAX.)--L-L MAX.)13-3/4"MAX.O.C. EQUALLY13-3/4"MAX.O.C. EpUALLY ,/ SASH 13.3!4"MAX.O.C. EQUALLY -.�/y-SPACED � SPACED VISIBLE �LIGHT _ SPACED •--•-/--•-•-•-•-• --� BEE / O TABLES9ANCHORSP�11A l ANTABLESD-1 HEIGHT ANCHORSPtR IyA 1 SHEETS /TAB ES9.11 B&9 e-1/2"MAX, -ur MAX, 0.1/2°MAX, NOANCHORSATSILL _ T I B SEE SILL WEEP- B�-'--' SEE SILL WEEP- B,�'JI SEE SILL WEEP- D•�-•-•-• 1.1/41 �•- SEESILLWEEP- - 54"MAX.BUCK WIDTH NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, (� 64°MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEETS SHEETS 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 ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 76°HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................I 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-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 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 EQUAL LEG/BOX.................3 DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J•CHANNEL......................4 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO,USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS.......................5 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 PRESSURES...................6.7 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 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, ST NDARDS USED: 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED-TO RESIST-THE WINDLOADS-COf3RESPONDING-TO-THEREQUIRED DESIGN PRESSURE.THE 33-113%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 'ASTM E1300.08 - --_ - --- - ---WITH70THER DISSIMILAR-MATERIALS-SHALL MEET THE REQUIREMENTS OF-THE FLORIDA BUILDING CODE-FOR CORROSION RESISTANCE. ----- - - - •ANSUAF&PANDS-2012FORWOODCONSTRUCTIONpRODUCfRBVISBD 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-20ff as complying with the PIM14 10)REFERENCES:TEST REPORTS FTL-7964&7868;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/S2-2010 SwIdiagCode 1r �144,"q"LIGHTERSHADESOF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAFBPA NDS 8 UMINUM DESIGN MANUAL Aocapuuuem21) �L(��� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. , ........../ Revised Sr, 0a e: Revrelan: Expiration Dale \;.... ....,,�,�/r• J R 05/05/16 A)ADDED SPACERS BY USER INSTRUCTIONS: """ % TO SHEET I I, Mi I ads Product'toatiol yCdad;.r; RevloedBl'• Da(e+ Revision. v 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN r PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 0 Description: Drawn By: ; OPENING OBTAINED INSTEP I. b GENERAL NOTES&ELEVATION J ROSOWSKI ) 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR 6 I N,I !r! • Date: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ;ti- <;I•'•'`- 1070 TECHNOLOGY DRIVE 710e: ;A 6)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. :r•- •'• 1'I,r iP:1�? ',,' �� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 ,�,.`,•''•.......• '.'.�. (941)-480-1600 .. �'1 Sadee/Modal: Scale: Sheet: No. / NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, r !•' L INTEGRAL FIN OR EQUAL LEGIBOX). __ k IlYp E.h 18'Lk P E l7rowfng Rev.CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A TABLE I:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure Types Options Conllgs. Shapes Installation Optlonsthet may be used Typo Toble q Shoat# (see Flg B) (see Table 1) (see Flg A) (see Flp C) 6 7/8'Laminated I.G.:1/8•A Exterior Cap+7/161 Air Space+6116"Laminated;(2)Liles of 1/6'A Glass with.090"PVB Interlayer 4,5 6 6 71W Laminated I.G.:118°T Exterior Cap+7116"Air Space+6f1B"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Intedayer 4,6 6 ....Into 2X Wood CMU-Frannesheet ekstdp-sheet 3,option 1 Equal-Ute, SquarelRect., 7 7/81 Laminated I.G.:3/16"A Exterior Ca +3/8"Air Space+5118"Laminated;(2)Utes of 1/8"A Glass with.080"PVB Interleyer 4 6 6 Flange Through the frame ,...Into ConcretelCMU-sheet 3,option 2 P 5-16 Orleew Aroh-Top& ofthewindow....., 8 718'Laminated I.O,:3/18°T Exterior Cep+318"Alr Space+6118"Laminated;(2)Utee of 1/8'A Giese with.090"PVB Interlayer 4,6 6 (#2) 8 Cottage Radius-Top ••••through 1X Buckstrlp Into Concrete/CMU-sheet 3,option 3 8 7/8°Laminated I.G.:I&A Exterior Cep+7/18"Air Space+6116"Laminated;(2)Utes of 1/8"H Glass with.OBD"SG Interlayer 7 7 Into Metal-sheet 3,option 4 10 718'Laminated I.G.:116'T Exterior Cap+7/16°Air Space+6/18•Laminated;(2)Liles of 1/8"H Glass with.090"SG Intodayer 7 7 Box Equal-Uta, Square/Rect., ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 ! 11 718"Laminated I.G.:3/18°A Exterior Cep+9!8°Alr'Pace+6116•Laminated;(2)Ules of 118'H Glass with.090'SG Interlayer 7 7 Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 5.18 OrleUProMew Aro Radius-Top p of the window...... ....through 1XBucketd Into Concrete/CMU-sheet 3,option 3 12 718"Lemineted LO.:3116"T EztedorCep+3/B•Alr Space+6/18°Laminated;(2)Lkee of 1/e"H Glave with.090"SG Interlayer 7 7 (q4) 8 Cottage Redlus Tap P P 13 718•Laminated I.O.:1/8"A Exterior Cap+6/16"Air Space+7116"Laminated;(2)Utes of 3/18"A Glees with.090'SO Intedayer 8 7 Into Metal-sheet 3,option 4 14 71W Laminated I.G.:118'T Exterior Cap+6/18'AlrSpaoe+7/18"Laminated;(2)Ulee of 3/18'A Glass with.090"SG Interlayer a 7 Through the ....Into 2X Wood Frame/Bucketrlp-sheet 4,option 5 15 718"Laminated I.G.:3118"A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of 311 S"A Glass with.090•SG Intedayer 7 7 J-Channel Equal-Lite, Square/Rect.,Arch-Top t.,Integral fln...... ,,,,Into Metal-sheet 4,option 7 16 7/B"Laminated I.G.:3116"T ExtedorCep+114°Air Space+7/10-Laminated;(2)Lites of 3/18'A Glave with.09D'SG Interlayer 7 7 (q1) 6-8 OrlCottage Aroh Top p Through the frame ••••Into 2X Wood Fmme/Buckstrip-sheet 4,option 6 &Cottage Radius-Top of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,6,11,13 Through the ....Into 2X Wcod Freme/Buckstdp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Equal-Uta, Square/Root„integral In...... ....Into Metal°sheet 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. Integral Fln 5-8 OdeUPrWew Arch Top 8 Distance Embedment (#3) Through the frame ••••Into 2X Wood FramelBucketdp-sheet 4,option 6 P.T,Southern Pine SG=0.55 18" 80 8 Cottage Radius-Top 9 of the window...... Into Metal-sheat 4,option B #10 SMS Steel,A36' 3/8" 0.050" (steel,18.8 S.S. 'MIN.OF 3THREADS Or 410 S.S.) Steel Stud,A653 GL 33' 3/8" 0,0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B;FRAME TYPES A Aluminum,6063•T6* 318° 0.050" SUBSTRATE.FOR "A-ANNEALED P.T.Southern Pine(SG=0.55) 7/16" 1318" STEEL STUDS, q "H'-HEAT STRENGTHENED MIN.Fu-45 KSI& "T"=TEMPERED 3/1611 steel Ultracon Concrete(min.2.85 Kai) 1" 1-318" MIN.Fy=33 KSI. 2 'PVB'=.090"BUTACITE®PVB Ungrouted CMU,(ASTM 090) 2-112" 1-1/4" v D 4 0 BY KURARAY AMERICA.INC. °UNGROUTED CMU" #12 SMS P,T.Southam Pine(SG=0.55) 9116" 13/8" 'SG'_ INTE LAYER BYKU VALUES MAYBE � 80X OR Q B (steel,18-8 B.S. Steel,A36' 3/8" 0.050" USED FOR GROUTED EQUAL- INTERLAYER BY KURARAY Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. FLANGE LEG AMERICA,INC, EQUAL- or 410 S.S.) Aluminum,6003T5' 31W 0.063" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2,85 ksl) 1" 1314" C ngrouted CMU,(ASTM C-90) 2-112° 1-1/4" FIGURE C:FRAME SHAPES 1/4' steel Creteflex Concrete(min.3.35 ksl) 1" 1.314" -�I BUCK WIDTH -BUCK WIDTH I+—— (BUCK WIDTH I---• 114"steel Ultracon Concrete(min.2.B5 kel) 2-112' 1.3/4" rTT - 1/4"steel Ultracon P.T.Southern Pine(SG=0;55) 1" 1.3/8" �/ cis 1 5 3 6 1/4"steel Cretefiex Concrete min.3.35 ksi 2-112" 13/4" T INTEGRAL Ungrouted CMU,(ASTM C470) 2-112" 1-1/4" = a = T J-CHANNEL FIN D 1/4"steel Creteflex re 0 P.T.Southam Pine(SG=0,55) 1° 1316" � � x � 1/4"steel Aggre-Gator Concrete(min,3.275 ksi) 1-1/2" 1318" m1 m 'm _ 114°steel Aggre Gator P T Southam Plne SG=0.55 1° Grouted CMU,(ASTM C-90)- 2'-- ___2'_ _ - RECTANGULAR= =RADIUS•TOP- - ARCH-TOP==- - _ _ _ TABLE 3:ALLOWABLE A CHORS THROUGH THE INTEGRAL FIN -- WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES.b1AY- - - - - ____ _ _ PRODucT REV)SBD BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING nscaoipfylny wil6Nne Floud# Min.Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Bulidin8 Cordo Group Anchor Substrata Arxxptaaeolwo 16.0714.103 Distance EmbodmenN THE TABLES ON SHEETS 8.18. Bxpimlinn unto 2020 E 2.1/2"x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2.7/18" �;'• .'r;•t v,, Revl+ad W. Oen: Revleron: 1 ",'14.�„' fly 2-112"Ring-shank Roofing Nell P.T,Southern Pine(SO=.55) 318' 2-7118" `' '• '• "' ' pilwnl ads Pradatt n oat P.T.Southern Pine(SG=.65) 112• 1318" " Revtod Sr. eta Rovielon: #10 Trusehead SMS Aluminum,6083.75• 3t8" 0.050" (steel,18.8 B.S. "7•'' r Grown sy: or 410 S.S.) Steel Stud,Gr.33• 318" 0.0451"(18 Go.) m Daecriptlon: F steal,A30' 318" 0.050" 'MIN,OF 3 _ ) 6 „ : GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADSBEYOND #12 SMS P.T,Southern Pine SG=.55 9/181 1318° Oar.: ( ) THE METAL 1 -'',', 1070 TECHNOLOGY DRIVE title: AluMnum 600345' 3/8° 0.063• SUBSTRATE.FOR j:•';'.:;' N. vIa110E, FL 34278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,163 S,6. Steel Stud,Gr.331 318" 0.050" STEEL STUDS, �:'(:.• '' ::I, :•` (941)-480-1800 or 410 S.S.) Steel,A35- 318" 0.050 MIN.Fu=45 KSI& yr r:.> r;t�> ' Sedu/Madah sacra: sheer: o/owrng Nm Raw MIN.Fy=33KS1. A:LYt1N((11�6R,A.E. CERT. OF AUTH. #29298 SH-5500 NTS 2 OF 13 MD-SH5500-01 A ___ - P.EJ#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 - EDGE DISTANCE SEE NOTE 2,THIS SHEET, EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1MMAXSHIM 1g 1!4"MAXSHIM �-- FRAME OR BUCKSTRIP. EMBEDMENT ,a, SASH VISIBLE 17 SEE NOTE 2,THIS SHEET. x EDGE EDGE D� 18 LIOHTWIDTH � DISTANCE FLANGE FRAME �� DISTANCE SHOWN , ---- - 44 BALANCE ." - - �1/4,MAX TYPE VARIES TYP.ANCHOR a TYP.ANCHOR TYPE, 42 WITH SASH o TYPE, SHIM EMBEOMEN7AND. � WEIGHT 64 EMBEDMENT TYP,ANCHORTYPE, EDGE 30 AND EDGE 2 EMBEDMENT AND EDGE DISTANCE PER � 31 •.<" DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, LLLnJJJ a EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2, IJD�o EXTERIOR DISTANCE SEE TABLE 2, 18 V 87 SHEET 2. -I ,d FIXED VISIBLE 4 FIXED 18 20 IIOPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE JLIFT RAIL FRAME I 2 _ILEGIBOX LIGHT E NOTES: SHOWN �' BUCK WIDTH FRAME HEIGHT FOR ALL WINDOWS: SHOWN 49 1 ANCHOR®3.55" HORIZONTAL SECTION A-A 48 FROM END AND AT 1)USE 21 CENTER. 22 FORWINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FOC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 D ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS 14 45 46 47 35 FROM END 16318° BE USED LLA MAY N ANY SIDE F THEINSTATON OPTION SHOWN FOR WINDOWS WITH WINDOW. 1!4"MAX BOTTOM LOCKS; SHIM 010 OR 012 STEEL 1/4"MAX. BUCK 50 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE SELF-DRILLING SHIM HEIGHT SCREWS @ 8.3/8° USED INTO WOOD AS PER TABLE 2, SMS(G6),SEE 86 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2 ❑in. 30 THAN 1.112"THICK ARE TO BE , SHEET 2D SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLYTO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-112'THICK OPT. Be USE EITHER OR GREATER.IXAND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED 86 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUAL (2OR 81 31 30 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LENOX INTERIOR WEEP LOCATION:8,•518° DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT gp FROM BASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD, EXTERIOR _ 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION - -- INSTALLATION- - - - -_--- - -- - - ---(ALSOREPERRED40AS DAYLIGHT -- - _ OPTION`4 - -- - �- -OPTION4-- - - -- -pRODUt;r_REYISGD 67 OPENING)IS MEASURED FROMas cemplylas with the rkft '------^-� 1/4"MAX SHIM BEADING TO BEADINO, ANCHORED THROUGH ANCHORED THROUGH 13"Ilding Code EQUAL-LEGBOX L.� 00� FRAME INTO METAL FRAME INTO METAL AacepNaw NaDato I •O FRAME SHOWN o ,11511111111/// Revised Hy: Date: Revision: •ptnikm ! 27"X1.26° " .. NO ANCHORS '•,. ,,.'':t�, ;°!LIlj�, %. Mlarn sd.Prridu�t(SgtIV By W/COVER® FLANGE VISIBLE LIGHT FORMULAS ` 'r`f° 'i, Revised ON pate: Ravroion: 2.87"FROM 38 • •• ,�,I"%., ,:. EACH END. EQUAL-LEG WIDTH '. i •'.- Drawn BY: FRAME SILLS ®SASH:BUCK WIDTH-6.1/2" ."" ;I ® Desarlptionr ®FIXED LITE:BUCK WIDTH•4-318• y� (b: "!_ FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE} .,,�:" :•'i: 1070 TECHNOLOGY DRIVE Dtle: Dafet VERTICAL SECTION B-13 BUCK HEIGHT/2-31fi/18" :;, �?�•';;:' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 • :.;.r,,,;:;••..'.':: .t„\;:� (941)-480-1600 8erfee/Model: Seats: Drawing No. Rev: '•A`,Ll Ntalt RkP�E. CERT. OF AURt. 28288 SH-5500 NTS Sheef:3 OF 13 MD-SH5500-01 A - ' �. � INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 EMBEDMENT I-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL I+ EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 114^MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 18 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE �� 18 LIGHT WIDTH 17 a FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. --•- ••• •--y (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES - �0 ---- _ - - o 11/4°MAX SHIM 42 WITH SASHE�OE .. TYP.ANCHOR TYPE, DISTANCE ��('������ //J WEIGHT 54 30 EMBEDMENT AND EDGE LJLJ 31 O (� DISTANCE PER'SUB.STRATE, J_ Q II,.JI SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) JJ((II��III EXTERIOR B7 3 TYP.ANCHOR TYPE, OCJD� I FIXED VISIBLE � INTEGRAL EMBEDMENT R S EDGE yl FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET Z. J•CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHTj NOTES: SHOWN HEIGHT II FOR ALI,WINDOWS: 1 ANCHOR®3.65° ISWIDTH 1_ 49 4B FROMENDANDAT 1)USEONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72OVER 38'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.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. q5 48 47 SCREWS Q18.318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK a BOTTOM LOCKS: #10 OR#12 STEEL 1/4•MAX. HEIGHT 60 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY 8E SELF-DRILLING SHIM SCREWS®8.318' USED INTO WOOD AS PER TABLE 2, SMS(G8),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, D� 30 THAN 1.112"THICK ARE TO BE SHEET 2. D SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1.12•THICK Be 18 ORBOTTOM OR GREATER.IX AND 2X BUCKS OPT. LOCK(SHEET 3SHALL). Q �� Q 86 83 TESTED UNIT TO PROPERLUSEDY TRANSFER LOADSDESIGNEFIN AND/OR INTERIOR 81 31 30 LOCATION:6.518" TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT BO RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN a o EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAMESHOWN jC11y -- - _- --REQUIRED IN FRAME - - - - - - EXTERIOR - _- -INSTALLATION-- _7 = n SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION ' I I—THROUGH FRAME.—(ALSO REFERREDTOASDAYLIGHT -- - ---•OPTION`7 -- �5 -- - - 02TION8 - --- - YRODUCPRBVIBBD u OPENING)IS MEASURED FROM " ANCHORED THROUGH FRAME INTO METAL �'�mMS'/pBwtlh-�P6 114"MAX BEADING TO BEADING, ANCHORED THROUGH Ihdlding Cade INTEGRALFIN r INTEGRAL FINIFLANGE REMOVED FRAME SHOWN LTJ y SHIM INTEGRAL FIN INTO METAL ( ) Accapmum No 0 o —T Revised By: Gate: Revision: iml DMe t 'b 27°X1.26°WEEPHOLE :��',�`( l:(I'!'J,`'/'x �'r By 38 W/COVER @ 2.87° ;;i ''tr;�,,!4? Miami nds Product On FROM EACH END. VISIBLE LIGHT FORMULAS •• :'••' Revised By: to: Revision: TYP.ANCHOR TYPE, EDGE DISTANCE ''�•I"1�1�' EMBEDMENT AND EDGE WIDTH _ r Drown ey DISTANCE PER SUBSTRATE, _� ®SASH:BUCK WIDTH-6.112' :: ® Oescrfppon: SEE TABLE 3,SHEET 2. -►) EMBEDMENT ®FIXED LITE:BUCK WIDTH-4.318• =:. ,`•, C( ' I� �6 ,:';'� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ;, o; 1070 TECHNOLOGY DRIVE 77tte: Date: HEIGHT(EQUAL-LITE) INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGFfl2-316/76 - - •. i.r;,;;,l;.•;';;;:;. N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN '�•,'��'' •"" "` (941)-480-1800 J��I;,��}i'•i/'�:- '"��\ Serfs Model: Saafa: Shssf: Growing No, Rey INTO 2X WOOD FRAME OR BUCK- a'L•Y.NN MIWe1L�d•E• STRIP.SEE NOTE 2,THIS SHEET. - __ _ P.E.a667p6 CERT. OF AUTH. (29298 SH-5500 NTS 4 OF 13 MD-SH5500-01 A •-� 718°NOM. 718"NO718"N718"NOM. 7/8'NOM. {+- 5/16"AIA PVB I 5/16"A/A PVB 5/16"A/A PVB I 5116"A/A PVB I I 5/16"H/H SG— 7/16"AIRSPACE--\ 7/16"AIR SPACE--\ 3/8"AIR SPACE 318"AIR SPACE 7116"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS--\ INA GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR lea EXTERIOR Tg.7g 78.78 7678 78.78 7&7B - GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NO718"N 7/8"NOM. I-+— 718"NOM, —►{ 7/8"NOM, 5/16"H/H SG I 5116"H/H SG I I 5/16"H/H SG I 7/16"A/A SG 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5116"AIR SPACE 5116"AIR SPACE 1/8"T GLASS 3116"A GLASS 3/16"T GLASS 1/8"A GLASS 1/8"T GLASS C]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR e— (9-- (B--Ff�_i e- 7D•78 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -1 7/8"NOM. —►{ 7/8°NOM. 7118"A/ASG 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 0 THROUGH 1/4"AIRSPACE 1/4"AIRSPACE 76.78 BITE TYP. '16 MAY NOT BE USED 3116"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 72 74 0 INTEGRAL FIN FRAMES C]EXTERIOR C]EXTERIOR -- =- - GLASS TYPES 6 7 9:11' 11,-13 _ __-.. TB•7B - - -- - - 79.79 ___. - - - -- --- - 31 _ __ ___ 816 MAY NOT BE08EDIN -- - - EXTERIOR 75 -THE-HVHZ ABOVE30':-- - "- - — - - —_ —- - -- - -- - -- - a GLASS TYPE 15 GLASS TYPE 16 'A' 0 03 38 30 Revised By: Date: Revislont E iralao Date E 2020 n0 ;.,.,,;;'•.;; Revised Mlmn DadaPraduct W. Date: Revlelon: • '•. ,. GLAZING NOTES: t.',iC%l!y A"=ANNEALED ® Oeaodptbn: Drown W. TYP.GLAZING DETAIL "H"-HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI "7"=TEMPERED :'.•,I '•Vl• qq !ri•:.' "PVB°=.080°BUTACRE®P,,�y/BBYKURARAYAMERICA.INC. ;•� •• 614 1c `,;.•_ 1070 TECHNOLOGY DRIVE iltfe: Dote: •SG°=.080°SENTRYGLAS"BYKURARAY AMERICA.IND. - •:.'r'j..`•.• t'••I"'� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 'f.0i?':Pi;•'' ,•:.'; (941)-480-1600 ... . FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEEP 2, `�v,.�it•f� •'••� Sertee/ModoF. Soole: I Sheat: Drowbg No. Revi "'�'" `. '�• CERT. OF AUTH. X29298 SH-5500 NTS I 5 OF 13 MD-SH5500-01 A ABLE 6: TABLE 6: TABLE A: almosTy BdiOm each Design alas type. paelBn Pressure,MOO 6 O.eulplmlargiwn emh Hebd tl olen ryp0. Design Preseuro,Ibelff' 6,6,766 -RAF Renge®Wmdmv R.V MI un Wdlh n 0,760 +1.60.0 R2 Ndpht ^ u to 46 5118 +05.01.70.0 R.Irt Level 23.0 EquaHle 11.381 +650 1 70.0 465.0 -70.0 RoW Level R1 Rrellxindaw6 Bash alms SlandeNGc11a9s 14.517.16010 +69.0 -70.0 405.0 .70.0 R2 For all window 20 sash sizes SEE TABLE B,SHEET 8 FOR 28 Equ.Hie 11.563.Kate +05.0 •70.0 465.0 -70.0 S1eM+NPmdmv 11.517-11.582 405.0 -70.0 +650 -70.0 S£ETABLEIO,SHEETBFOR ANCHOR GROUP AND QUANTITY. Telml 21617.26260 4660 -70.0 +119.0 70.0 ANCHOR GROUP AND QUANTITY. StendW Collepo 20.958-21616 +660 •70.0 40.0 -10.0 37.378 EqueFim 17.617.20051 +66.0 •70.0 465.0 -70.0 etwdam Prml" 14.517.17.616 +65.0 •70.0 +65.0 -70.0 c c emd.d 11.377.14616 455.0 -70.0 .09A •70.0 -- - - ---- - 7.1.1 27.50.31.011 +89.0 -70.0 1 469.0 1-70.0 ontamelm 26617.27.6(12 +650 .70.0 465.0 -70.0 I1�I Slaid.NCdlags 21517.26.610 .65.0 -70.0 +0A .70.0 U HEADER 44 Eguatlle 20.917.21616 +660 -70.0 465.0 •70.0 HEADER 8lmdad Proles 17.517.20.616 +06.0 .70.0 +65.0 -70.0 23 Owlomelm 14.517-17.610 +65.0 70.0 .65.0 70.0 23 shortest 11.377.14610 +65.0 •70.0 +85.0 -70.0 Tel.st 31.60.36971 465.0 •70.0 465.0 -70.0 0 Standard College 20.617.37.662 465.0 .70.0 400 .70.0 Q Equalle 20.5117-26.610 +85.0 .70.0 +66.0 .70.0 O MEETING RAIL 48 etmd.el P14VM 17.577.26610 +650 .70.0 1 455.0 1.70,0 o MEETING RAIL r= Custom Size 1 14517-17.616 +060 .70.0 40.0 -70.0 26 ° dllt"an, 11517.145le .850 .70.0 +es.o 70.0 27 ° shorted 11.37/-11610 40.0 170.0 +69.0 .70.0 XIERICA EXTERIORshorted 33.706.37.630 +060 -70.0 1 me .70.0 � 0 O Slelda d C.R.B. 20.617.33.201 +05.0 .70.0 .69.0 -70.0 O Q 23 4g7 Eq..M. 23.517.20.810 +05.0 .70.0 +0.0 -70.0 23 JAMB 49.025 0m1-8ke 20.617.21516 .65.0 -m.0 495A -10.0 JAMB Ex7EAloa SASH EXTERIORsn SASH nd.rd PIW- 7.617.20.618 +06.0 .70.0 486.0 70.0 a HEIGHT twbmfar. 14.617.17.610 .06.0 .70.0 456A .70.0 �j HEIGHT 22- 2. 12A17-14510 45LO .70.0 +65.0 70.0 9hofle.l 71.317.11610 +65.0 -70A 465.0 -70.0 T.6eet 36517.41.614 +69.0 .70.0 465.0 •70.0 8t91elerd College 31.517.36616 Me .70.0 +0.0 70.0 23 O 23 E4.wk. 26517.31.676 +850 .10.0 1+65.0 -70.0 SI.Mnd P:Jm 21517.26.615 .69.0 -70.0 1 40A -70.0 SILL D 02 Cud.msize 20.917-23.5111 .06.0 .70.0 1465.0 70.0 SILL catom Size 171517.20,515 .0.0 -70.0 40.0 40.0 0uelsmelze 14.517.17.616 40A -70.0 469.0 1 60.1 Custom 64. 13.017-14.510 40.0 .70.0 465.0 67.3 Shedeel 71.600.11016 40.0 .70.0 +0A 665 Tkneal 99.617.41.644 40.0 .70.0 465.0 -70.0 0 C.0-eke 611.817.39.516 +65.0 -70.0 +65.0 .70.0 Eq,.Wft. 35617.36610 +0.0 .70A 465.0 .160 75 cu.t=all.. 32.517.36516 4656 70.0 .0.0 70.9 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH El.nd.rdPmd.w 29.617.31616 .05.0 .76.6 46M -TeO LEVEL R1 REINFORCEMENT&GLASS TYPES 5,8,7&8 Cu.tom8he 26.517.20.6le +55.0 .70,0 +660 67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,8,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Sh d.t 25510.26,910 +060 -70.0 4650 665 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& - - - - - - - - -__ --_ =Eq.Wle__ 34.517.41.°44.4_40&0 .70.0:_+060 Tao- _ APPLY TO.ALL FRAMETYPES 8 w D..temel.. 36617.36618 .70.0 465.0 67.3 CONFIGURATIONS.-----.---CONFIGURATIONS) ---81mndu6vmflnv-3181656578 -465.0-116.9- -- ) -PRODUCT-R13VJSED.1 41.,044 .70.0 485.0 666 a5 cora 1:Dg Wilh ftto Florida SEE TABLE 10,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. Aemplg Cede "MIN.SASH HE GHT=WINDOW BUCK HEIGH -50.138 ACTepf4nw at 1,111, llil.. Revised By1 Dore: Revision: Cg i t Dote 1:j•I I:il'IN,I,'1, r•z.' plimol)Odo Pfccloc r Revised 019 Oatm Revision: NOTES: ;, . Description: Drawn B1" 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 6 It(JI6 1070 TECHNOLOGY DRIVE Title:;, DESIGN PRESSURE TABLE J ROSOWSKI �..,t IIDote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. - - - - -,I ';-� - - - N,VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 % 0, ' 'J (041)-480-1600 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN !��'�;;;-,,;, � „�'•� Series/Model: Scale: I Sheet: Drowing No. Rev: ON THE TABLE. /!LyN 'ty((LL 'PL. .n6���': ___ CERT.-OF ALt1H,_�p2tl2tls SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: BLE 8• Olen iyp. gappm Boh g mi-Typ amid. ash 042,15610 D.IMaderS h Swh 5101194 Design Preasum,ib5lft 1301 Dncrbtimforow este Wch1 Design Pressure lbeRP .Inc awl a.p®11010- Rang.0.n) uah W1 lhIn Rerm,Lwsj Ilene 411 W IndoW Rano am WnW.B.It W dh 0 0 Hdohl Sham pl.40 I 4a 62123 54 3 Hwohl Shw. 18 24 32 35 4D 10 1 62126 1 80 23.5 Equd4lt. 11.384 +70.0•110.0 +70.0•110.0 +70.0•110.0 -70.01-110.0 23.5 12p.M. 11.394 .70.0-110.0 .70.01-110.0 •70.0•110.0 .ro.0 410.0 +70.0•110.0 •70.0-1105 •70.0 •170.0 •70.0-110.0 Stondad=119e 14.517.16.670 +70.0•110.0 +70.0-110.0 +70.0•110.0 +70.0•110.0 Sleodad Co0e0o 14.517.15.870 •10.0-11D.0 +70.0•110.0 +7&D Alma •70.0-110.0 -70.0-110.0 •70.0-110.0 •70.0 •110.0 •70.0 •110.0 26 Eq.Wita 11.683.14.610 +70.0.110.0 +70.0-110.0 410.0 410.0 +70.0 •770.0 26 Eq.94a. 11.683-14.518 •70,0 410.0 +70.0•110.0 •70.D•110.11 .70.0•110.0 +70.0-110.0 .70.0-110.0 •70.0 •110.0 •70.0 410.0 SUMam PwMW 11.377.11.582 +70.0•110.0 .70.0 410.0 •70.0•1t110 +70.0•110.0 Stondard Prodlw 11.377.1L682 170.0-710.0 +70.0-710.0 003•110.0 •70.0•110.0 +70.0•110.0 -70.0 410.0 •70.0-110.0 •70.0•110.0 HEADER TNed 23.617.23285 +70.0-1110.0 +70.0 4101 +70.0 410.0 +70.0 •170.0 T.11.1 23.517-25285 +70.D-110.0 +70.0-110.0 .70.1)-110.0 +70.0•110.0 .70.0•110.0 •70.0 Alma •70.0-110.0 •70.0•110.0 Standard C.O.G. 20.058.23.518 +70.0 410.0 +70.0-110.0 +70.1)-110.0 +70.0 •110.0 St.odad Collage 20.970.23.810 •70.0-110.0 .70.0 410.0 .70.0•110.0 •70.0-110.0 •70.0 •110.0 •70.0•110.0 .70.0 •110.0 •70.0-110.0 25 37.375 Equ.M. 17.517.20.957 410.0 •110,0 470.0•110.0 +70.0-710.0 +70.0 •10&0 37.376 EquMae 17.617.20.851 •70.0 4101 .70.0•110.0 •70.0-110.0 •70.0•110.0 •70.0 •110.0 +70.0-1tmo +70,0 •110.0 •70.0•108.0 BWnd.d PnMaw 14.817.17.610 •10.0 •110,0 +70.0•110.0 +7DA-111,0 +70.0 •110.0 Slandam P1111W 11.117-17.t1j •70.0 410.0 •70.0-110,0 +70,0•110,0 •70.0•110.0 +70.0 -110.0 •70.0-110.0 +70,0•110,0 •70.0 Alma o Show t43R•14.618 +70.0 •110.0 +70.0•110.0 470.0 407.0 +70.0 •1030 ShoNd 11.377.14.516 •70.0-MID •70.0•110.0 •70.1)•110.0 170.0 410.0 •70.0 •110.0 +70.0-11D.0 +70.0•107.0 47MO-1035 7.1151011 21.583.31.911 .701 •110.0 +70.0 -MD .70.0 -93.0 +70.0 -17076 T.Bart 27.®3.31111 •70.0 410.0 •70.0-110.0 •70.0•110.0 Hao-1160 470.0 •110.0 •70.0 49.0 +70.0 43.0 •70,0 100.0 Q tartan SYo 2&617.27.®2 +70.0 •110.0 +70.0•110.0 +70.0•110,0 470.0•110.0 Cudo.en. 28.517-27.582 •70.0-110.0 •70.0•11010 •ra0-110.11 •70.0•110.0 -70.01-110.0 +70.0-110.0 .70.0 •110.0 •70.0-1105 Q MEETING RAIL Standard CabOa 23.617.20.515 +70.0•110.0 +70.0•110.0 +70.0-110.0 +70.0 410.0 sloMard Ootlo9. 23.617-25.518 •70.0-110.0 .70.0-1110 •70.0-110.D +7D.0 •110.0 •70.0 •110.0 •70.0-111).0 •70.0 410.0 •70.0 •110.0 44 EquaHto 20.617.NMI) +70.0.110.0 -70.01-110.0 +70.0•110.0 470.0•110.0 44 EgMfl. 20.617-23310 .10.0•11D.D -70.0-110.0 -70.01410.0 •7D.9•110.0 +70.0 •110.0 +70.0-11D.0 •70.0 •110.0 •70.0-110.0 27 0 StaMW PraMw 17.617-20.510 •70.0 410.0 470.01-110.0 +T0.0-110.0 -700,410.0 Blooded ProA.W 17.617.20.516 •70.0•110.0 170.0-110.0 •70.0-110.0 .7D.0•110.0 +70.0 •110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 FMERtOR C.'w size 14.517.17.510 +7DA •110.0 470.0-110.0 +70.0•110.0 470.0-110.0 Cudomea. 14.517.17.516 •71D•110.0 •70.0•110.0 •70.0-110.0 .70.0•110.0 •70.0•110.0 -70.0-110.0 .70.0-110.0 •70.0-110.0 Sh rtot 11.377./4615 +70.0•110.0 +70.0•110.0 +70.0•107.0 470.0 4020 Bhanad 11377-14.676 •70.0-110.0 +70.0-110.0 w0.0•110.0 +70.0•110.0 670.0.110.0 470.0-lima -70.0 •107.0 +70.0-103.0 e O TOW 31.683.36,011 .70.0-110.0 .70.0 0..0 +70,0 47.0 470.0 •90.0 Te0n1 31.583-]5.911 N0.0-1111.0 N0.0-110.0 •70.0•110.0 +7100•110.0 •70.0 -110.0 +70.0 -0a0 •7D,0 -03.0 •740 40.0 25 Standard all.0. 2&617.31.682 +70.0 -11010 +70.0 410.0 +740•110.0 One.110.0 Standard Cotla/1 20.617.31.557 +70.0•710.0 170.0•110.0 -70.0•1110.0 +70.0•110.0 •70.0 •111D •70.0•110.0 +70.0•110.0 Hao •110.0 JAMS EqudOW 20617.25.516 +ra0 410.0 .70.0•1105 +70.0.110.0 470.0.710.0 Equavis 20.017-20.610 470.0-110.0 .70.0-110.0 00,0•110.0 .70.0-11110 .70.0 •110.0 .70,0•11all +70.0 •110.0 •700 -110.0 EXTERIOR SASH 48 6tandNlPmAaw 17.617.20.610 +701 410.0 +70.0•110.0 -MO•170.0 4740 410.0 dB Blandmd Pwow 11.617.20.610 •70.0-110.0 •70.0 •110,0 •710•110.0 +70.0•110.0 •70.0•1111D +7010-11D,0 Hall-110.0 •70.0 -110.0 HEIGHT Cwto.els. 14677.17.610 .70.0.110.0 •70.0•1160 +70.0•110.0 +7110 410.0 Ndam3ne 14617.17316 •70.0 AMC) •70.0-110.0 •70.0-110.0 -70.0-10.0 •70.0 .110.0 •70.0•11D.0 +70,0 •110.0 •70.0 •110.0 Ca1o.3110 12617.14518 +70.0 410.0 +70.0-110.0 +70.0 4120+70.0 410.0 coal-61'. 12517.14.516 470.0-110.0 •70.0-110.0 +70.0•110.0 •70.0 AM •70.0 •110.0 •70.11•110.0 •710 •110.0 •70.0 •110.0 SECTION DETAIL FOR smded 11.377.12.616 +70.0.110.0 +70.0.110.0 +70.0•1110 470,0 410,0 Shanrt 11.377.12,510 +70.0-11D.0 •70.0-110.0 -7&D•110.1 •70.0-1140 •70.0•1110 •70.0-110.0 +70,0 •110,0 w0.0 -110,0 WINDOWS WITH 74171 3.0206.37.698 470.0 •170.0 +70.0 48.0 +740 -83.0 47'.0 •80.0 T.tlesl 3]708.37.670 •70.0•110.0 N0.0-110.0 N0.0-110.0 •70.0•11x0 •70.0 •11110 •140 -040 •70.0 -03,0 •70.0 -00.0 StaMord Ooltwo 2&617.33707 +70.0 410.0 +70.0-110.0 +70.0 410.0 +70.0 410.0 eleodard CatloOa 25.617-33.x07 .10.0 Atm. .70.0 •170.0 .7111-1111.. •70.1-11"0 170.0-1111.11 4710•110.0 •70.0 •1105 +70.0 -110.5 LEVEL R3 REINFORCEMENT 26 EOWNe 24617.28,515 +70.0•110.0 wO.O-110.0 +70.0.110.0 +70.0-110.0 •� Egam46e 23.517-20.515 00.0-110.0 •70.0-110.0 .70.0-110.0 +70.0•110.0 +70.0 -110.0 .70.0•110.0 .7D.0 •110.0 •70.0 .110.0 &GLASS TYPES 9-16 Gat..sb. 20.517-2306 +70.0.110.0 .70.01-110.0 .70.0.110.0 +70,0 1410.0 r. Celto.en. 20.517-23.510 •70.0-1111.0 +70.0 •110.0 •70.0-110.0 •70.0•110.0 .7ao -110.0 +70.D-11 D.0 •70.0•110.0 .70.0 •110.0 WILL 48,026 48.825 sundodPmbw 17.01.110,51' 470.0-110.0 .70.0-110.0 +70.0•110.0 wm11.neo 810aDadP.M.W 1T.en-20.e1e .711.0-110.0 .70,0 -110.0 Hae-110.0 wax•510.0 -7040 140.0 -7170-Hol +711.0 •7111.0 HD.O •110,0 (REINFORCEMENTSSHOWNIN ado.fit'. 14617.1!610 •70.0 41111 1 470.1)1410.0 +70.0•1105 1+70.0 1•110.0 cam-flua 14.517-17.510 •740-110.0 -70.0 •1140 .70.0•IID.! 170.1•110.1 •70.0 1011.0 +70.0-110.0 510.0•110.0 +70.0 •110.0 FIGURES ABOVE APPLY TO n a.t.w. 12617.14.618 +740•1140 1+741)1•1100 +70.0-7140 1170.0 1.110.0 adamS4a 12.517-14.516 1•70.0-110.0 .70.0 -110.0 170.0 AM •70.0•110.0 •70.0 •111&0 .70.0-11D.0 +7111 •110.1 •70.0 •,to.o FLANGE&BOWEQUAL-LEG 11 Sww 11.377.72618 .70.0-110.0 I.7o.01-110.0 .70.0•110.0 +70.0 1410.0 enrtest 11.377-12519 1•70.0•11 me +70.0-110.0 -70.0.110.0 •70.0 4`10.0 .70.0•110.0 +70.0 AMC •710-110.0 00,0 •1101 FRAME TYPES ONLY,ALL � I❑J Tdlad 30.517.41.044 470.0•110.0 M.01-110.0 •700-110.0 +70,0 510.- 0 TOM 30.617.41.644 •70.0-1DA •70.0-119.0 -70.0•110.0 •70.0•110.0 •70.0 410.0 1741 0.0•111).11 +70.0 0.0 •70.0 406.7 CONFIOURATIONSAPPLICABLE.J o Standard Colt"a 31.617.38.818 170.0 410.0 +70.0-110.0 +700-110.0 470.0 410.0 6loodar6Coa01e 31.617-35.510 •70.0-1/05 -70.0 •1105 •70.0•1140 •70.0•110.0 •70.0 •110.0 •70.0-110.0 •70.0-109.6 •10.0-1D3.0 Equatt0o 211.517.31.819 470.0 410.0 170.0 410.0 -70.0-110.0 +70.0•110.0 Eque40/ 28.517.31816 •70.0-10.0 •70.0-110.0 •71.1-110.0 -70.1 2140 -70.0-1110 +70.0-110.0 +70.0•107.9 •70.0 •1024 Slood.rdp.&w 23617.2111,8/5 •70.0-tiff• 770A 410.0 +70.0•110,0 .70.0.110.0 MOW NMew 23.517.211.516 -70.0-1110.0 •70.0 •110.0 •7&0-110.0 .70.0-1140 -70.0-110.0 +70.0-110.0 •7D,0 •10.11 •70.0 •109.2 62 c to.sba 20.517.M.610 +70.0•110.0 +T0.0•170.0 510.0 110.0 -70.0•110.0 62 Cudo.e11. 20,517-23.618 •70.0•1105 •70.0 410.0 •70.0-110,0 •70.0•110.0 •70.0-110.0 +70.0-110.0 -7170 4105 -70.0-1075 Cot-ft- 17.517.20.510 470.0•110.0 -70A 410.0 +70.0 •110Cot-ft- +70.0•110.0 Cuda.Bb. 17.617.20,510 •70.0•1110.0 •70.0.110,0 •70.0 1•1111.0 •70.0-710.0 -70.0-110.0 •70.0-110.0 +70.0•110.0 •70.0-108.6 c.t.m6b. 14517.17.810 .70.0•110.0 +Tm0.110.0 .70.0•110.0 .70.0.110.11 Cuda.Sbe 14.517.17510 .70.0-110.0 +70.0 410.0 •70.0 1.110.0 -70.0-19&0 170.0•1026 +70.0-100.5 •70.0•190.5 •70.0 -1011.6 C.1c.6b. 13.017.%516 .70.0-110.0 +70.0.110.0 .70.0 410.0 .70.0.110.0 Cudomen. 13.017.14510 +70.0-110.0 +70.0-119,0 •70.17•105.2 -70.1•100.7 •70.0 47.1 +70.0 44.4 1+70.0 444 •70.0 44.4 GLASS TYPES 9THROUGH Swear 11.884.13.010 470.0.110.0 +70.0•10.0 •70.0-10.0 -70.0.110.0 ShDMeI 11.874.1&015 -70.0-10.0 •10.0-10.0 -70.0•1020 •70.0 47.0 •7o.0 -013 .70.0 -90.11-70.0 -910 -7170 4aa 116 MAY NOT BE USED WITH TOW 39,617.41.64 +70.0 410.5 1.7110•100 .70.0 4141 1+70.0 1.10.11 Tdlrl 39.617.41.544 .70.0 1•101 -70.0-10.0 •70.0-10,0 •70.0•10.0 .70.0•10,0 .70.0-11105 -70.0-107.6 -70.0 185.0 J-CHANNEL OR INTEGRAL 0..k.Sb. 3&617.38.516 +70.0.110.0 +70.0•110.0 0&0•110.0 1+70.0 1•110.0 ctiMmome 38917.39.510 •T0.0 1-11D.D +70.0•110.0 •70.0 AMC +70.0•1110 +70.0 •110.0 -70.0•110.0 •70.0•101.7 •70.0 100.3 •FIN FRAMES Equd41le 35.617.35.518 +Ma•110.0 -70.0•110.0 +70.0•110.0 1.70.0 1410.0 EOue41. 36.517.38.810 •T0.0 1412.0 •70.0-110.0 -70.0-110,0 +70.0•710.0 •70.0•110.0 +70.0-110.0 •70.0-100.4 -70,0 45,0 75 Cwlan St.. 32617.33.816 410.0-110.01470.0 410.0 w0.0 jjm0j 470.01.110.01 75 Cullom S4e 32617-35.810 170.0•110 •70.0-110.0 -70.0 Alma 40.0•1110 170,0•10.0 -70.0-limit +70.1)-190.7 .70.0 100.0 Btanded Prafaw 79617.32510 .70.0 410,0 .70.0 410.0 N0k0•10.0 .ao• 0.0 29.617-70.518 •70.0-100 0.0-1 .0 o-110.0 •70.0-70 0.0•110.0 0.0-109,8 D.D-01.5 1 .0mr1011, Cud..alto 20.617-29.515 +70.0-110.0 .70.0 410.0 -70.0•110.0 470.0•110.0 Cudomen. 28.517-20.619 •70.0-1111.0 •70.0-1110 •711.0 407.9 -70.0•1024 •70.0 -01.9 •70.0 48.4 •7'.D 46.4 •ra0 40.4' Sh.d.t 28.618.28.616 410,0-j'!'a +10.0-110.0 •70.0-710.0 470.0•110.0 EEq.UQ1-Q111 26,618.29A19 •70.0.110.0 •70.0•110.0 •70.0•104.0 +70.0 48.1 •70.0 45.4 +70.0 42.4 +70.0 -011.4 •70.0 412,4 EgtiaWl. 3&6/7.41.64 470.0-710.0'.70.0•110.0 +10.0-110.0+70.0•110.0 11- 34617.41.611 170.0•710.0 •7'76.•1700 •70.0_-110,0 510.0•1140 x]0.0 •110.0 5140-109.8 •70.0 46.7 510.0 41.1 35617.38.616 +740-I IDA w0.0•110.0 •70.0•11O.D +70.0-11&0 76.61)-39.519 •70.0-1140 510.0-770.0 •70.0•t07.9 HQO•1021 •70.0 48.8 .70.0 411 •70.0 481 .70.0BiB•3461e +70.01110.0 •70.0•170.0 470.0.110.0 •70.0-110.0 -32810�3asle:70.0-110.0-170.0=tlao-•70:0=702.0-•70.0-47.0 •70.0--03.3-4+70.0-4&11-4ro.o-40.0 •70.0-4ao - -PRODUCTRBVISP.D TeOrt •41.644 +70.0.710.0 +70.0•110.0 +70.0•710.0 +70.0•110.0 •41.814 •70.0-11D.0 +70.0.110.0 .70.0-102.9 170.0 -07.11 •70.0 -03.] 170.D -00.1 •70.0 40.0 .70.0 40.0 11scnmplyingwith1116P1'ride SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 1411iIdb19 Code 11&0O MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-80.138 "MIN.SASH HEIGHT=WINDOW BUCK HEI O Ac. pfsmle N. .•11 I 1 1 I!;; Revised By: Dote: RoWelonr I:•irut•n Dale rD20 r7 l'i•)il r�i• Dy. "��. &11044)ude peoductC 117 ;r: »' Revised Dy: Data: Revision: NOTES: P;•7.i;:;�slS .,: . ® Daec4p8on; Drawn By: 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. tom/ DESIGN PRESSURE TABLE J ROSOWSKI ] •Il'•:�- 111 I I'b 1070 TECHNOLOGY DRIVE RDs: Data. 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS ASPER THE FIGURE. `..'i;, �I`• '•'--"' -: r• N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 %'4.711;;;%`''• ',r.i;; (841)-480-1800 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ,�•':•,; ;" •;: `.' Serfes/Modeh Scale: Sheet: Dmwinp No. Re ON THE TABLE. bi Cy��7lNILCTJ2�P.E1`•� CERT. OF AUTH. 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Data: Ravlelonr .764" 780° -I „a.tir ros ,035" --��--� .026" -f ® Descrption: Drown By: LAMIIG EXTRUDED ROLLED I 6 I WINDOW EXTRUSIONS J ROSOWSKI OM 81 82 '•t 1 4 I6 !il BEADING O SCREEN FRAME O SCREEN FRAME , h uF 1070 TECHNOLOGY DRIVE 118a: Data: „:,r,r.,. :..; N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .... ,° (941)-480-1600 Serfea/Modal. Scot&: Sheat• Drowhrg No. Rar ' YNNiMILL 'P'E' CERT. OF Aur11. #29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUM BIII of MaterlaI BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material M5O Description Material STRUCTURAL 1!4"NOM. FOAM 3/16"NOM. 1 620101 tingle ung Frame Head&Jambs- C anne u o Lookec an am ee POLYISOBUTYLEN WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC weep Lock Cast Zinc WITH DESICCANT DESICCANT 3 820103 Single Hung Frame Head&Jamba-Fin PVC uto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw SS 6 620105 SH/DH Frame 5111-J-Channel PVC uto and Sweep Lock Keeper Cast Zino 6 620106 SHIDH Frame Sill-Flange PVC x 3/4"PH.PH SDS Keeper Screw) SS 7 620107 SWDH Frame SIII-Fin PVC 51 420181 UR Beveled nit,Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SHIDH Frame Sill-Equal LeglBox PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Reil(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s 4SG TPS n SPACERW NXT7m 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620158 Pull Rall Interlock 8005 T5 Al 57 42018[; Plastic 7111 Latch Finger Pull PVC ALUMINUM ZO 620144 Pull Rall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLY150- DESICCANT FILL AREA 21 620167 Beveled Interlock 6005 T5 Al 59 420180 Pivot Bar Comer Key PVC BUTYLENE 6M6"NOM. 6116"NOM. SEAL 22 620145 Beveled Interlook Cover PVC 60 720206 Pivot Bar SS SILICONE SEAL BUTYL& 23 620150 Ught Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cost Zinc DESICCANT ROLL-FORMED 26 620152 HO Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 85 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS F�(T.GLASS 27 620154 HD Meeting Reil Reinforcement 8005 T5 At 66 420188 Bottom Latch Strike Plate, Cast Zinc EXT,GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 6/8"Ph,FH SMS(Strike Plate Screw) SS 31 SQ300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.O.Bead PVC 32 61719 Weatheratrlp,,187"x.220"PolyPlle 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 61825 Weatherstrip Plug,•220"Finseal 75 71646N Setting Block(7/8"x 1"x 118"),85+l-6 duro. EPDM 35 76X1MTTT #8 x 1"Ph,PH SDS(Interlock Mounting Screw) 80 _761-0f2—Extruded Screen Frame Alum 7B DURASEALO 7s XL EDGETm 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER @ SPACER 37 71669SP Meeting Rall Screw Support Plate 6063 TB Al 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 72055)00( Constant Force Balance 84 47041 Screen Comer Key without PWI Ring X2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 8861816C48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe I Nylon 87 81835/81814 .140"Screen Spline(Machlne/Hand Rolled) Vinyl 44 76M14FPAX#8 x 1.114"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material Kommerling 4SG TPS Spacer SystemPRODUCTREVISED -us mnplying vAth ft thud n _ - 77 Quanex Super S pacer nXr with Hot Melt 8 utyl n,aI&SCodetro-o7t4o 78 Quanex Dureseal Spacer Sheet for Materials x�^ � �� 79 Cardinal)4-Edge Spacer ........ Revlsad Byt Date: Revision) , ,:•� A)ADDEDSPACERS DY EFERENCE TEST REPORTS:FTL-67 7,8988&8970 ;:............ „": J R 05/05/16 By )ado Product •�`'r'I"`' Revised W. Dater Revision: Description: Drown&A � ,r':.: BILL OF MATERIAL(BOM) J ROSOWSKI SData: 7� I.�6 1,.-•�' �'^' 1070 TECHNOLOGY DRIVE 7111e: NOTES: 7,t-:: >;.',r'j';: N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ', :.:. .......... (841)-480-1800 , tr;)'�11; ,'�� Sarna/Model: Seale: Shoot. Omwfnp No, Raw 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. rA!Lrr1t-MrU'ER P.E. 2)ITEMS#9-13,16,24,28,29,34,39,81,62,88-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. _ p,�.069708 CERT.OF AUTH. {29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A OPT.SWEEP LOCK O 46 4B OPT.AUTO LOCK 47 ` �•, 18 20 67 OR 58 - 48 51 OR 62 O o 45 O y 22 82 ORO OPT.PULL RAIL 19 INTERLOCK& COVER 56 O 87 o ! 86 35 OPT. BEVELED 1 MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 &COVER FRAME WELDS O 54 y 72 X4 o. 72 X4 16 53 80 OR 81 0 ORO eP!A!Sc•• / SCREEN pt?Pqg \, 80 OPT.PULL HANDLE ASSEMBLY Bq WITH LATCH DETAILS CONSTANT FORCE `�- 65 18 B2 OR 83 41 40 OR BALANCE „M OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE 03 87 ` ` 1 16 ;d ��. Imo, MITERED FRAME WITH SASH INTERIOR AND EXTERIOR _ 37 ASSEMBLY FRAME WELDS 66 ae DETAILS EXTERIOR 38 = - - - - = 89 - -- mionucr Rl?VIStm �- - - - _-.- ATT-0 - -- — —- - .:vscomplyias%WIh86�FInrWma - _- HES To _ Q1nil41nD Code 6 LANG 63 "-•-.-,_,__. --._.._.. E nccaptsaw IVa 16-0 14.03 FRAME _ Revised By. Dater Revision; ASSEMBLY ®' `, •''i.i;. ',, Miem 1s4¢IhoasrCb DETAILS �`y Revised By. Date: Revision: Drawn By: EXTERIOR~ G I�I(6 ��, EXPLODED ASSEMBLY J ROSOWSKI NOTES: 1070 TECHNOLOGY DRIVE Rtle: Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. `''" "•••" �' " -4B0-1600 (941) 2)J-CHANNEL FRAME SHOWN,PARTS#1&5,OTHER FRAME TYPES APPLY. •i��• ,'f��;;I l;V,. ;'`�'' Seriae/Model: Seale: Sheet: Drawing No. Rev: 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. rA!II�NNfdILLSIt,P.E. SH-5500 NTS 13 OF 13 MD-SH5500-01 A 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. P E.q 6970.5 CERT. OF AUTH. 29296