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Product Approval
MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid.idt.gov/economl PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"5500"PVC Single flung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision 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 Control Section. MISSILE IMPACT]RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. I ]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 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. AMERIMMEMM NOA No. 16-0714.03 MIAMI•DADE COUNTY Expiration Date: July 30,2020 1101(* Approval Date: August 18,2016 f Pae 1 g 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 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 XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitter)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 NDA 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) nil Manuel Product Control Examyier NOA No.A - 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 "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010 and FBC-5r'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' er NOA No.16- 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-118"MAX.O.C. 21-518' ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE 12'MAX.FROM HEADER(SIM.FOR ALL HEADER(SIM. 12'MAX. LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM B,SEE -�MAX"X.D.C. / WINDOW TYPES) WINDOW TYPES) �-— SHEET 3 1 � / 52-1B"MAX.BUCK WIDTH �1 A.SEE r,'-' _ 10"MAX.FROM _�_..IIJ( 1I SEE SHEETS 1-1/4' B,SEE --, 30°MAX.O.C. f12'MAX. SHEET3t T I FU(ED VISIBLE 12�; / FRAME SEAM SHEET 4 - I 8&9 SHEET3 I LIGHT WIDTH A,SEE -' I B.SEE 12"MAX. SHEETS +{� 2"MAX - C,SEE l �• SHEET3i I I FIXED SHEEf4 I I / EQUALLY I I / VISIBLE �- A,SEE r- + !i M!U(. I I / SPACED �� EQUALLY I 17-7/8'MAX.O.C. ANCHORS PER I I LIGHT 17-7/8"MAX.O.C. SHEET3t SPACED I / �_ TABLES -11 ! /HEIGHT EQUALLY 17-718"MAX O,C. II / ANCHORS PER 1 ) 91.78" SPACED I` i ( / 84' TABLES 311 O O i I MAX ANCHORS PER 84" ) I BUCK TABLES 311 O ( 62" O I BUCK HEIGHT MAX. HEIGHT I 10 MAX.O.C. BUCCLK 10"MAX.O.C. I 10'MAX O.C. BUCK I AS SHOWN X I 4 _� HEIGHT X i i 4 X_ 4 = HE[ HT X I I Q (9MAX.) IL-'-•-'- '---- , I ! .SASH / 13-3/4'MAX.O.C. 'T EQUALLY ) 1 13-314'MAX.D.C.OCEQUALLY I 13-314"MAX.O.C. EQUALLY -7• I I SPACED I II SPACED I VISIBLE SPACED --� SEE } ANCHORSPER I ANCHORS PER ) LIGHT ANCHORS PER I -� - - yy, , SHEETS J TABLES 8.11 i / A� TABLES 311 / HEIGHT A I TABLES 311 / 1 8&9 8-112'MAX. 6-1112'MAX. •6-11Y MAX 1 B _ NO ANCHORS AT SILL SEE SILL WEEP• B�-- .JNO SASHOISIBLE LL SEE SILL WEEP- B _,_J NO ANCHORS AT SILL SEE SILL WEEP- D'-------I 1-1/4" --� SEESILLWEEP- 54"MAX.BUCK WIDTH + NOTCH DETAILS, LS GFHIT VISIBLE NOTCH DETAILS, 54°MAX.BUCK WIDTH -NOTCH DETAILS, NOTCH DETAILS, SHEET 3 SHEET 3 SHEET 3 SHEET 4 FOR TYP.FLELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FLANGE FRAME CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION ORFORTO FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75°HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES..............-.-..-..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-0ADE 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 8 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGBOX..........._...3 DEPICTED AS ZX ARE 1-12°THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO 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 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 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 PRESSUREESS. -...._..8-7 6),14'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 STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 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),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.0 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT :ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAFBPA 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 m cmp(y(o8 With dw Flmidg 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NOA:ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S100-07/S2-2010 Balldiog Code 6�0 GHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAF&PA NOS 8 OMINUM DESIGN MANUAL Aceaptena No ,4//0/� LI . � 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL ,��1 " +';• RevLced ay: Dale: Reviolon: E"m��Date ..�• ,.;(gsil i;;i// i; A)ADDED SPACERS USER INSTRUCTIONS: 1;i;,.., , JR 05/05/16 TOSHEETII. By Munni ndo PtoducCCoat+o6 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Redud Bl= Date: Revlo7ort: 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 ® Dexrtptbn: Dmm Or- PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. - _ GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORBUBSTRATE WILL MEET REQUIREMENTS FORS}';� 6 ,� �� t 1070 TECHNOLOGY DRIVE VIM. a,.c Dote: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MEI. ,• �. 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. , ;i•i�l.��.?:•'�': �� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM. 05/15/15 %��•:�•'� ...... `.�•'.��. (941)-480-1600 NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, f/�A!4'YMN(�1�4Ek;P`.E Buie./Model; Srnb: ISheet: DmWng No. Rer INTEGRAL FIN OR EQUAL LEGBOX). pE-458705 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 Conflgs. Shapes Installation Options that may be used Type Table# Sheet# (see fig B) (see Table 1) (see Fig A) (see Fig C) 6 718"Laminated I.O.:118"A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Was of US'A Glass with.090'PVB Intedayer 4,5 6 B 718"Laminated I.G.:118"T Exterior Cap+7116"Air Space+5/16'Laminated;(2)Utes of 118"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood Fmme/Buckstdp-sheet 3,option 1 Equal-Ute, Square/Rect., Laminated I.G.:3116'A Exterior Cap+3/8'Air Space+5116'Laminated; 2 Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 P P () Y (#2) 5-18 OdeVPrrniew Arch-Top& of the window...... 8 716"Laminefed I.G.:3/16'T Exterior Cap+318'Air Space+5/16"Laminated;(2)Utes of 1/8'A Glass with.090'PVB Intedayer 4,6 6 &Cottage Radius Top ....through 1X Buckstdp Into ConcretelCMU-sheat 3,option 3 9 7/8°Laminated LG.:1/0"A Exterior Cap+7118'Air Space+5116'Laminated;(2)Liles of 1/6"H Glass with.090"SO Intedayer 7 7 ....Into Metal-sheet 3,option 4 10 718'Leminaled I.O.:118'T Exterior Cap+7116'Air Space+5/16'Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 ....into 2X Wood Frame/Buckship-sheet 3,option 1 Box/ Equal-Ute, Square/Rect.,Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 718"Leminated I.G.:3/16•A Exterior Cap+318"Air Space+5116'Laminated;(2)Utes of 1/8"H Glass with.090"SG Intedayer 7 7 0 P Equal-Leg 5-16 OdeVProdew Arch-Top& 12 7/8"Laminated I.G.:3118'T Exterior Cap+318'Air Space+5118"Laminated;(2)Was of 118"H Glass with.090'SG Intedayer 7 7 (#4) &Cottage Radlus-Top of the window...... ••••through 1X Buckstdp Into Conerale/CMU-sheet 3,option 3 13 718'Laminated I.G.:116'A Exterior Cap+5/16"Air Space+711W Laminated;(2)Lites cf 3/18"A Glass with.090'SG Interlayer 8 7 ....into Metal-sheet 3,option 4 14 718'Laminated I.G.:1/8"T Extedor Cap+Will'AU Space+7116'Laminated;(2)Utes of 3/16'A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood Freme/Buckstdp-sheet 4,option 5 Square/Rect.,integral lin...... ••,•into Metal-sheet 4,option 7 15 718'Laminated I.G.:3116'A Exterior Cep+1!4'Air Space+7118'Laminated;(2)Lites of 3/18'A Glass with.098"SG Intedayer 7 7 J-Channel Equal-Lite, 5-8 Odel/ProHew Arch Top& 16 718"Laminated I.G.:3/16'T Exterior Cap+1/4'Air Space+7/18'Laminated;(2)Utes of 3116'A Glass with.090'SG Intedayer 7 1 7 t#1) &Cottage Radius-Top Through the frame....into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window...... ....Into Metal-sheet 4,option B TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5.7,9.11,13 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Equal-Lite, Square/ReeL,integral fin...... 9 Integral Fin into Metal-sheet 4,option 7 Group Anchor Substrate Distance Embedment THEHVHZABOVE30'. ) 5-8 O&Cottagew Arch-T-- Through the fame ••••Into 2XWood Frame!Buckstdp-sheet 4,option 6 P.T.Southern Pine(SG=0.55) 18 •318" &Cottage Radius-Top oithe window...... ,-••into Metal-sheat 4,option 8 #10 SMS Steel,A36` 3/8' 0.050° (steel,18.8 S.S. 'BEYOND 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 Aluminon,6063-T5' 318' 0.050" SUBSTRATE.FOR °A'=ANNEALED P.T.Southam Pine(SG=0.55) 7/16° 1318° STEEL STUDS. 'H"=HEAT STRENGTHENED min.285 ksi 1" 1-3/8" MIN.Fu=45 KSL �j /L -P=TEMPERED 3/16"steel Ultraeon Concrete ( ) MIN.Fy-33 KSI. % 2 'PVB'=.090'BUTACITE®PVB Ungrouted CMU,(ASTM G9D) 2-1/2" 1-114' "UNGR7 0 4 U BY KURARAY AMERICA,INC. P.T.Southern Pine(SG=0.55) 9116' 13/8• VALUES CMU' SO #12 SMS Steel,A36' 318" 0.050" VALUES MAYBE BOX L- 'SG°_ INTERLAYER KU B (steel,18$S.S. USED FOR GROUTED � FLANGE EQUAL- INTERLAYER BY KURARAY or 410 S.S.) Steel Stud,A653 Gr.33• 3/8` 0.0451"(18 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. Aluminum,6063--r5' 318" 0.063" EQUAL-LRE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksi) 1' 13/4" o C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4' FIGURE C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1' 1314" —�-{BUCK WIDTH —�BUCK WIDTH—--I BUCK WIDTHI►- 1/4'steel Ultracon Concrete(min.2.85 ksl) 2-10 13/4" T T T 1/4'steel Uitracon P.T.Southern Pine(SG=0.55) 1' 13/e` // T vr 114"steel Creteflex Concrete(min.3.35 ksi) 2-1fY 13/4' ( T O 7 1 d 3 0 Ungrouted CMU,(ASTM G9D) 2-112" 1-1/4' _ = o = T J-CHANNEL INTEGRAL D 1/4"steel Creteflex Y x w Y O P.T.Southern Pine(SG=0.55) 1° 1318• D D x o w 0 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-112° 1-3/8• m m w m1 J z P.T.Southem Pine SG=0.55 1" 114"steel Aggre-Gator Grouted CMU,(ASTM G-90) 2' 2" RECTANGULAR RADIUS-TOP ARCH-TOP TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED BE USED BY INSCRIBING THE SHAPE INA BLOCK AND OBTAINING as complying with the Florid% Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Code Distance Embedment' THE TABLES ON SHEETS 8.10. Acceptance too 16-07/4.0-S /1i,, 2DZo E 2-1/T x.131"Common Neil P.T.Southern Pine(SG=.55) 318" 2-7/18 Rawread W. Date: Rawrslon: 6xpimtim Dan-. ` l -1 :r11. • ` BY 2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" P.T.Southern Pine(SG=.55) 112' 1318" RaWaod By: Data: R-1.10: hlinmi odcPraLadConrok #10 Tr sshead SMS Aluminum,6063-751 3/8' 0.050" (steel,18-8 S.S. Drown By: or 410 S.S.) Steel Stud,Gr.33' 3/B" 0.0451"(18 Ga.) ju-T Deaerrpgon: F Steel,A3g• 3/8' 0.050° Mw.of 3 = ( l K 6 ?'_; GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND P.T.Southern Pine(SG=.55) 9116" 13fB" THE METAL '• ,"• 1070 TECHNOLOGY DRIVE nue: Dote: #12 SMS •� -.�':''. -':' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,8063-T5" 318' 0.063' suBSTRATE.FOR i_t c .;..•. (steel,18.8 S.S. Steel Stud,GG 33• 318' 0.050' STEEL STUDS. •..••. �.' (941)-480-1800 or 410 S.S.) Steel,A36* 318° 0.050" MIN.Fu=45 KSI& .'iii •�•!;j!,,'tt• '��� sorN./Mod M: Scale: Sheet: Drowlrg No. Rer. MIN.Fy=33 KSI. A:LYNN MIA105 A.E CERT, OF AUrH. 129296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.EA Iia705 ' 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 114'MAX SHIM 16 114"MAX SHIM —r FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT • .° SASH VISIBLE If 17 EDGE EDGE D� 18 LIGHT WIDTH II`- O DISTANCE FLANGE FRAME �� DISTANCE SHOWN 44 BALANCE —� �i/4'MAX TYPE VARIES TYP.ANCHOR SHIM TYP.ANCHOR T42 WITH SASH o TYPE, EMBEDMENT AND AND. WEIGHT 54 EMBEDMENT 2 TYP.ANCHOR TYPE, EDGE Y /Q 30 a� .• AND EDGE EMBEDMENT AND EDGE DISTANCE PER IILJA��_J// 31 DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, - EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. ��o EXTERIOR 87 ID 4 DISTANCE SSEE HEET 2. 2, •� FIXED VISIBLE °; FIXED 19 20 OPT.SASH TOP FLANGE LIGHT WIDTH EQUAL VISIBLE LIFT RAIL I 2 LIGHT FRAME BUCKWIDTH _ LEG/BOX FOR ALL WINDOWS: NOTES: SHOWN r FRAME HEIGHT t 1ANCHOR @355' HORIZONTAL SECTION A-A SHOWN 48 1)USE ONLY FROM END AND AT SUBSTRATE-APPROPRIATE I 49 j 22 21 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 36"WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 p ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 14 45 46 47 SCREWS@35 FROM END. BE INSTALLATBE U ED OION OPTION SHOWN N ANY SIDE F THE MAY FOR WINDOWS WITH WINDOW. 114°MAX. BOTTOM LOCKS: SHIM #10 OR#12 STEEL 1/4"MAX. BUCK 6p O D 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS ITIONA' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, 30 D� THAN 1-1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF - LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 18 DEPICTED AS 2X ARE 1-1/2"THICK gg USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL Q INTERIOR 91 30 OR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME e LEGIBOX WEEP LOCATION:6,51W DESIGN AND INSTALLATION 18 THE SFRAME HOWN FRAME NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT F RECORD. EXTERIOR g 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION fl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCTRBVISBD 67 OPENING)IS MEASURED FROM aecomplYJngKiththe71a tfa ANCHORED THROUGH ANCHOREDTHROUGH Bwt. Code 114°MAX SHIM BEADING TO BEADING. EQUAL-LEGIBOX ��� FRAME INTO METAL FRAME INTO METAL Accepimcc -Q FRAME SHOWN o •.+1 I 11711 i Revised By: Date: Revision: -IMrefvon De1e / B .27"X 1.25" Mlam ade prodnCl CM11r WEEP.HOLE NO ANCHORS Revised By: Date: Ravislon: W/COVER'@ O REQUIRED IN VISIBLE LIGHT FORMULAS FLANGE OR 2.87'FROM 36 EQUAL-LEG WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112' - t S•- ® Pesodptlon: BrO @ FIXED LITE:BUCK WIDTH-4-3/8• _ �� �,� �6: "- FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LRE) 6I.<'%.`�• :.�:� 1070 TECHNOLOGY DRIVE Title: 0ato: VERTICAL SECTION 13-13 BUCK HEIGHT/2.3.15116" ,._;)t.•'/; N.VENICE FL 34275 SINGLE HUNG WINDOW INSTALLATION-LIM 05/15/15 (941)-480-1600 ' I�`''•'} Serteo/ModeL• Srnle: Sheet: Wowing No. Rev: '�A.L7YNN MIL'kR;P.E. CERT. OF AIJRi. 29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A b'�.Y75a5bs INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR h— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR a1/4'MAX SHIM 1/4°MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE ❑ 18 LIGHT WIDTH ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. - -� (SCREW SHOWN) 44 BALANCE (� o MENT TYPVARIE _ _ Q EMBED E S —L1/4°MAX SHIM 42 WITH SASH o 1 �a TYP.ANCHOR TYPE, DISTANCE EDGE Q WEIGHT 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, �_ D O SEE TABLE 3,SHEET 2. o EXTERIOR TYPEMBEDMENT AND E, 18 (NAIL SHOWN) � 87 INTEGRAL EMBEDMENT AND EDGE 19 FIXED VISIBLE 3 FRFIN AME SEETAC EPE 3. SUBSTHEET RATE, J-CHANNEL FIXED 20 OPT.SASHTOP LIGHT WIDTH VISIBLE LIFT RAIL FRAME 1 SHOWN (NAIL SHOWN) LIGHT i FOR ALL WINDOWS: NOTES: SHOWN HEIGHT 1 ANCHOR @ 3.55° BUCK WIDTH I 48 FROM END AND AT 1)USE ONLY as 21 CENTER SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C l 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 38•WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/q•MAX Ff DARE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STL FRAMING OR STEEL STUD. 72 p ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 45 46 47 SCREWS @16-3/9• INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL .�( 1/4'MAX HEIGHT 50 O 16 ADDADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILUNG I SHIM SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE I 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2&3, Dpl� 30 THAN 1-112•THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS OR BOTTOM DEPICTED AS 2X ARE 1-1/2'THICK OPT. 88 16 LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS C_ Q 85 (WHEN USED)SHALL BE DESIGNED L-S (2) 30 TESTED UNIT Q FIN AND/OR Q 83 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-5/8• TO THE STRUCTURE.WOOD BUCK -" FLANGE REMOVED EP DESIGN AND ION EACH END. NO ANCHORS FROM SASH END. OR ARCHITECT OF RECORD. FRAME THE FRAME SHOWN u�o IN-FIELD NOTCHES AT pp p RESPONSIBILITY OF THE ENGINEER INTEGRALFIN �Illll REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION n THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION VOPTION8 PRODUCTRHVISBD 1/4" ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL MAX OPENING)IS MEASURED FROM as cemplylag With dtoPMYxtEw INTEGRAL FINBEADING TO BEADING. INTEGRAL FIN/FLANGE REMOVED DuitdinB Code ❑ SHIM INTEGRAL FIN INTO METAL ( ) Acce-,-' -� Q c \ •' +:., NIed Dote: F iml' FRAME SHOWN Re Dale LU •�' :• „ "� �' Revision; C 27•X 125•WEEPHOLE ,{ /;; ! py 38 W/COVER @ 2.87' ;;< ,.�'.i�,;,/•�,. Miami ade Product Con FROM EACH END. VISIBLE LIGHT FORMULAS "' Redaed Dr. Date: RovWan: TYR ANCHORTYPE, ,!,+•i;?;J'; EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.1/2° ® D._dptlan: om”Dy: SEE TABLE 3,SHEET2. —.-I EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8• - `( `6•:I� �6 _ - J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) p..i Ur :�''. 1070 TECHNOLOGY DRIVE Tith: Dote: HEIGHT(EQUAL-LITE) INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIGHT/2-315116° ;;ii'I" ',::j;: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 `''' (941)-480-1600 ANCHORED THROUGH INTEGRAL FIN �; '+;-'•:,;,� ' '• •` INTO 2X WOOD FRAME OR BUCK- ,A'L�:Ny pgILCBR.�A\E Series/Modeh Sealer sheet: lkawln9 No. Rev: STRIP.SEE NOTE 2,THIS SHEET. P.E#68705 CERT. OF RUTH. 29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A --►{ 718'NOM. 7/8'NO718'NOM. —+{ 718"NOM. 7/8'NO �•�— VA- 5/16"A/A PVB I 5/16"A/A PVBI 5116"A/A PVB I 5/16"A/A PVB I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 1/8"1 GLASS 3/16'A GLASS � \ 3/16"T GLASS--\ 1/8"A GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 7679 7679Flu 7679 7679 7679 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 --�{ 718"NO7/8'NOM. 718'N718'NO7/8'No 5/16"H/H SG I I 5/16"H/H SG I 5/16"H/H S 3 I I 7/16"A/A SG I I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS--\ 3/16"A GLASS 3/1611 GLASS '10A GLASS 1/8"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR (E9_ E3__Fm I I I 7679 (E9_ 679 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718'NOM. 7/8'NOM. 7116•'A/ASG 7/16"A/A SG 12'NOM.GLASS GLASS TYPES 9THROUGH 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 x,78 7679 31 8 15 MAY NOT BE USED IlN EXTERIOR 75 THE HVHZ ABOVE 30'. ��DUUCT VISEEniplying with BD� a GLASS TYPE 15 GLASS TYPE 16 BAc'udOmgaur�w� o 38 30 halm Dah: Ravlsed W. Data Revision: 1119 2a El 'jP :''iC,.', �• Miam'Dada Pmdud o '•�'� ,:irl:`. Rav!sed W. Oats Revision: GLAZING NOTES: :!;:;;i;'I lig - • 'A'=ANNEALED '' ® V_c6pBon: Dnawn DY TYP.GLAZING DETAIL H•=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI =TEMPERED ® ','. ,! til.` 6 ri.;� "PVB•=.090'BUTACITE PVB BYKURARAYAMERICA,INC. �,•-t 6, �� I � •. 1070 TECHNOLOGY DRIVE TIDO: Date: 5G-=.090'SENTRYGLAS®BY KURARAY AMERICA,INC. {')., "' N. VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 .. i•.•...:...... •::'i'�: (941)-480-1600 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ;, ..�c,.r�'•;Y,��I S.H-1 odah Seat.: Shaet: Dmw!np Na. Ray.• A..LYNN MII:L€R-P:�.` CERT. OF RUTH. X29298 SH-5500 NTS 5 OF 13 MD-SH5500-01 A d.��9d7os TABLE 4: TABLE 5: TABLE 6: 01■.ryp. ao-snh 2 Deal9n Pressure,Iballta Ol.orype. Design Pressure,IbalR a o..edpbn brlden 64.77 H.IpN Ol.r ryp.. Deelpn Preaaure,lbalftl 6,5,7&a R.I.LL.v.I R-FOVV[,d•w Rana.M) 1k5.d.W Buck1•Ma 6.7&a +1-50.0 R2 HIWA shwas u roes 52725 +05.01.70.0 74.5 Equals 11.394 4650 -70.0 +mA -740 R.InL Level R.InL L.wl R1 For e6 vMd.w&e.sh ek.. SI.Mad C.It.pa td.s17.111970 405.0 -70.0 405.0 -70..3 R2 Fwes wbd.w.rd coca ctr... 2a EquaL. 1138.9-71618 485.0 -70.0 40.0 -70.0 SEE TABLE 9,SHEET B FOR s14Mnd PW. 11.377-11.552 485.0 -70A 405.0 -70.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tdw 21517.2&285 +e11O -MA 4m.o 70.0 ANCHOR GROUP AND QUANTITY. SNM.N CWp. 20.058-21518 445.0 -70.0 465.0 .70.0 37.376 1 Equ.FRe 17.517-2&957 'MO -70.0 +05.0 70.0 0 6,Pd-d Pwdw 11517.5BS 7-110 + O •70.0 +05.0 .70.0 8ka.9 17.577.14510 4850 .70.0 485,0 -70.0 0 Llml 27.557.31.811 .05.0 -70.0 465.0 -70.0 Cm1wn sk. 211517-27.6412 .650 •70.0 +65.0 70.0 &TaM.d Cdip. 23517.21.615 4e50 •70.0 485.0 -70.0 0 HEADER 44 Equwi. 2.3517-23.610 .05.0 •70.0 •65.0 70.0 Q HEADER Sw,dml P,W- 17317411516 465.0 -roA 465.0 70.0 23 O.bmsR. 14.517.17.518 4617 .70.0 405.070.0 23 6ha1.11 11.37!-11610 4850 •70.0 .05.0 1 70.0 1o c TT.11.1 37.5035. . 99 .65.0 -m.0 .05 . .0 •70.0 SYndad CW.p. 25.577.31.582 +e&o •M.0 .05.0 40.0 Equals. 24517.2&618 485.0 •70.0 465.0 •70.0 Q OMEETING RAIL 46 sl.Mnd Pn4- 17.517.2&518 46&0 .70.0 .65.0 .70.0 MEETING RAIL Q.bmsk. 14317.17.516 .&zo .70.0 +05.0 740 0 26 0 Q I.mslm 12.617-16618 4azo -70.0 .65.0 •70.0 27 o rxrERloa g St.d.a1 11.577.12.518 4Bz0 .70.0 +415.0 70.0 E)RHtIOR F TdU208•37.585 .bso 75 +WA 70.0 'm S1alld.d C.B.p. 20317-31207 .05.0 .70A 465.0 70.0 g I 23 Eg..tla. 73377.2&618 405.0 •0540 1 465.0 aao 1 23 JAMB ® �I=PSU. 2.3617-21518 +050 •70.0 40510 70.0 JAMB F"ERLM SASH BIa�dPmAw 17317-17570 4850 -70.0 415.0 -7Q0 EXTERIOR SASH a HEIGHT Qabmsk. 14.517-17.616 465.0 -70.0 46&.0 70.0 a HEIGHT Q.bmsk. 17317.1451.3 +m.o .710 .05.0 -70.0 smn..t 11.37-1251e 405.0. -70A .0540 -70.0 Tm..4 90317-41.844 -BSD -70.0 465111 70.0 SbUld.ld CWp. 31.577-3&510 4650 •70.0 465.0 •70.0 23 Equal-l" 2&517-31.515 +650 -M.0 485.0 -70.0 23 SI.M.d P,o4ev 23.517-2&BI8 +65.0 1-70.0 465.0 -70.0 SILL e2 Gobm str. 2.351743315 408.0 .M.0 405.0 70.0 SILL O Cwbm 6b. 17.517-20.618 40.0 -TC.0 4850 70.0 Cusbm eb. 14.517-17.616 4850 -70.0 .05.0 A6.1 Cu.bm 645 7&017-14516 4050 .70.0 .85.0 a7.3 slwte.l 11.8N.1101e 45&0 70.0 .05.0 455 T.0.1 39.517.41..344 465.0 -70.0 +65.0 -7o.0 O.bmsb. 3&517-Sa618 465.0 -70D 465A -70.0 0 Eq-an. 35517.35618 465.0 .70.0 +05.0 •70.0 76 Cwbmsko 32.517-35618 4850 -70.0 465.0 -70.0 SECTION DETAIL FOR WINDOWS WITH 8b1dadP0.1.w 29.517-32315 . . 1.70.0 .azo 70.0 1 SECTION DETAIL FOR WINDOWS WITH LEVEL Rl REINFORCEMENT&GLASS TYPES 5,6,7&8 Cu.lvn6b. 20317.20.516 +05.0 -70.0 445.S.0 �5 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE swat 25518-211514 405.0 -roA (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq-w. 3&517.41.544 +es.o -M.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 414 o Imnsk. 35517.3a5fe 405.0 .70.0 CONFIGURATIONS) 6NMad P-Ie 3.0818-35.576 405.0 .70.0 PRODUCTREVISBD .70.0 asro Plyingmd[hrmFlarlda Building Code SEE TABLE 10,SHEET 9 IND ANCHOR GROUP AND QUANTITY. Aaeptmm IVo f�O'O "MIN.SASH HEIGHT WINDOW BUCK HEIGHT-50.136 Dy:pir li0 Date Ravlaed By: Dale: Ravlolon: By -" �' Miami)Ode Pmduot CA 3�: �:"• R.Haed By: Dote: Revislon: NOTES: ® Da-dptl.n: Drawn or - H TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. �_- _ DESIGN PRESSURE TABLE J ROSOWSKI .� 6 b 1070 TECHNOLOGY DRIVE 71H.: Date: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. -t"• 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)-480-180D Serlaa/Madan Scale: Sheet Drawing No. Rer. ON THE TABLE. l''�/.'L �tyl(LL •RE., '��� CERT. OF AUM. 029296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A TABLE 7: 'ABLE 8: 01-ripa BMmn S.hGlsae Typs BoOom S.b M2,15&76 I7eacratlonforphm Sash lkl9ht Deaipn Pleaauro,BalR2 13&14 D.crhllanlorpwan s.n wlpn Design P7e&aunlb&rRl RWOL L. Ronpe®1Mndau K2FW gN VABuck WAN In R41n1,LN41 Ranpe®5814058 Ranpo ON WIN-Buck Wldh 010 o 3 /loot Shwm, up 1040 I US 11 3 Wight Sh- IS 24 32 1381 40 41 62125 54 235 Equa191e 11. 4 .70.0 41D.0 +70.0•11Q0 +700•110.0 •70.0-1140 235 Equ443. 17380 •70.0 1-110.0 •70.0-110.0 •70.0-110.0 .70.D-110.0 1•70.0 1-110.0 •70.0•110.0 •70.0-110.0 •70.0 AMC Sbidard CoOape 14.517-75.070 +70.0 4%0 470.01-110.0 +ra0•110.0 +740•1140 SlsNardc d.p. 14.517.15.070 •70.0-110.0 •70.0-110.0 47D.0•110.0•7010-I1D.0 1•70.0-710.0 •70.0•110.0 170.01-110.0 •70.0-110.0 28 Equ9m. 11.687-1-610 170.0 41D.0 470.0 1 AIDS +MD-110.0 •70.0 410.0 28 Eq.4Oa 11.583-14516 •710-11D.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 I•70.0 I-1140 -70.0-1160 •70.0-110.0 •70.0-110.0 St.Ned PmMx 11.377.11.582 .70.0 41D.0 .70.01410A .70.0,-110.0 +7D.D-710.0 S1aNard PmAm 17.377-11.682 •70.0-110.0 170.1-110.0 •70.0-110.0 •70.0 AIDS •70.0•110.0 •70.0 410.0 •70.0-110.0 -70.0-110.0 HEADER TDlea1 23.517-25.205 +70.0 -110.0 +70.0-110.0 •740-110.0 +raD•110.0 700.1 23617.25388 •740-110,0 •70.0-110.0 -70.0 410.0 •70.0-110.0 +70.0-110.0 •70.0 4140 .70.0-110.0 •70.0 410.0 EEO- __p Bage 20.418.23.518 •70.0-110.0 -70-01-110.0 +140•110.0 •70.0•110.0 Slandard Ca n@ 21858-23.510 •740-710.0 •70.0 •110.0 •70.0-110.0 170.0-110.0 •70.0-110.0 •70.0 AIMS •70.0-110.0 -70.D-110.0 25 37375 17.517.20.057 .708 410.0 .70.0-110.0 4701•110.0 470.0-109A 37.375 Equa70N 17.517-20.057 -70.0-11D.0 •70.0 •11D.0 •70.0•110.0 ODD-110.0 •70.0-110.0 10.0-110.0 +70.0-110.0 •70.0-108.0 lvw 1517-17.518 +70.0 410.0 .74./-710.0 +7110-110.0 +70.0-110.0 SlaMam Pra9W 14.517-17518 -71.0-110.0 -70.0-110.0 •70.0-110.0 •740-110.0 -70.0-110.0 •70.0-110.0 •70.0•110.0 •7D.D•110.0 0 11.377.14,510 470.0 410.0 10.0-7140 +70.0-107.0 470.0-1030 SMdasl 11.377.1510 •740-110.D.-70.0 1110± -70,0•110.0 •70.0-110.0 +70.0-110.0 •70.0-110.0 •70.0-107.0 •70.D-103.0 27503.37.017 +70.0 410.0 +70.0 -00.0 •70.0 •03.0 470.0 -00.0 Wes! 27.583.31.811 +740-110± +70.0-11D.D •70.0•110.0 •70.0•110.0 -70.0-110.0 -70.0 -00.0 •70.0 -03.0 •70.D 90.0 a e 26517.21.582 +MO 410.0 +70.0 410.0+70.0 410-0 .70.0 410.0 Orslomsbs 26617-27502 .7ao-110.0 •70.0 4110 •rat-110.0 •70.0-110.0 •70.0-1140 •70.0-1140 •70.0-110.0 •7ao-110.0 MEETING RAIL uapa 23517-2.515 +roA-110.0 470.0 410.0 +70.0-1141 .70.0 410.0 SI&WardCa6a0e 23.517-26.516 •rap-110.0 •70.0•110.0 •7D.0-110.0 •70.0-110.0 •70.0•110.0 •70.0-110.0 -70.0-110.1 •raD•110±44 . 20.517.23.576 .700-11.0 470.0-110.0 140-110.0 170.0 410.0 44 Eq..1m. 20.617-23516 •70.0-110 •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.D-110.0 27 0 A- 17517-20.510 4710 410.0 -70.01-110.0 +70.0-710OT--70-DT-110.0 SIWM Pr t 17.617-20516 •70.0-110.0 •70.1-10.D •70.0-10.0 •70.0•110.0 +70.0-11D.0 •70.0-10.0 •70.0-110.0 •70.0-110.1 Cuebm She 14.517.17518 .70.0 -110.0 -70.01-110.0 +70.0-110.0 +70.0-110.0 Cu5am She 14.517-17.515 •70.0-10.0 -70.0-11D.0 •70.0-1111.0 •740•110.0 •10.1•110.0 1711-110.0 •70.0-110.0 •70.0-110.0 EXTfE''R�IOR Slnd.1 11.377-14.615 .70.0-110.0 .70.0•1100 470.0•17.0 470.0-100.0 6hdneal 17.377-14516 •70.0-170.0 -70.0-110.0 .70.0 2 •70.0•110.0 •70.0•110.0 +710-10.0 -70.0-107.0 -74.0-103.0 V a O 7811858 31.5113.35.011 •740•11.0 .70.0 -00.0 •70.0 -030 .70.0 -00.0 Ta1.1 77.583-35.011 •70.0-170.0 -MD-110.0 •70.0•110.0 •70.0•110.0 .70.0-110.0 .710 92.0 •710 -03.0 .70.0 4D.0 Slmdmd Cm.pe 2&517.31.562 +70.0-11.0 .70.0-10.0 .70.0-10.0 .70.0 410.0 218Ma1d Coeads 26517-MAU •70.0•10.1 •70.D-110.0 •Tag•10.0 -7/.0-111.0 •11.1 410.0 •70.1&lap •70.0-10.0 •70.0 100.0 JAMB 25 Equ110a X517.2661 +70.0•t1A 470.0 410.0 470.0•110.0 470.0•110.0 EgmM 20.517.20510 .70.0•110.0 -70.11-110.0 .70.D•110.0 •70.0-110.0 .70.0-110.0 -7010-110.0 -70.0•110.0 •70.0•110.0 ae Sbrdwd Rwlea7 17.517.2051 +70.0•110.0 470.0-110.0 +70.0-110.0 .70.0•7110 48 6faMard P rddaw 17.511-20,516 •70.0-110.0 •70.0•10.0 .7010•110.0 10.0 410.0 •70.0-1110 -70.0•118 •70.0•1100 •70.0-110.0 EXTERIOR SASH Club she 14.617.17518 +740•1108 +70.D-110.0 +70.0 MO-0 .70.0 410.0 Cua4m Btre 14.517-17.Sla -70.0-110.0 •71.1-111.1 •70.0•170.0 •70.0-110.0 •70.0-110.0 -70.0-110.0 +70.0-110.01-70.0-110± (� HEIGHT C.mm Sb. 12617-1515 .70.0-118 +70.D•110 -70.0-1140 470.0-1ta0 Or9amsh. 17.517-14510 •70.0-11D.0 •70.0-10.1 •70.0•110.0 •70.0-10.0 .70.0-1110 •70.0•110.0 -70.0•110.! •lap•110,0 SECTION DETAIL FOR sh.M1 13.377-12.515 +70.0 410.0 .10.0•10.0 470.0_1D.0.70.0-10.0 Slmnsm 11.377-12.516 •70.0-11,0 .70.0-10.0 .10.0•110.0 •70.0-.0.o .70.0-1118 •70.0-110 -70.0-110.0 .7000-IIo.° WINDOWS WITH p W.t 33300-37.5w .70.0-110.0 +70.0 -NO 470.0 -no 470.0 -BOA Y T011.1 33.208-37.536 •70.0-110.0 -70.0-110.0 -70.0-110.0 •70.0-110.0 •70.0•113.0 10.0 -18.0 •70.0 93.0 •70.0 40.0 O f$ SI.1e.rdC.0 p 26517-33.207 .70.0_110.0 .70.0-110.0.70.0.110.0.70.0-141 slawrdeaUge 25.517-33307 •70.0-IIID.! .70.0-111.0 .70.0-1141 •Ta0•110.0 .70.0-140 •70.0-10.0 •71.0•110.0 •7p.D-110.1 LEVEL R3 REINFORCEMENT 25 Equ". 23.517.28.51 .70.0 410.0 .70.0-100 •70.0•110.0 +70.0-10.0 s Equr9le 23.517-2651 •70.0-110.0 .70.D-10.0 .70.0-110.0 .760•110.0 .70.0-11.0 .7.0-11.0 •73.0•110.1 .70.D•11.0 &GLASS TYPES 9-16 Cubm 548 20.617-2]516 .708.-110.0 .70.0-710.0 +74D-110.0 +70.0•110.0 Cu9Dm81tn 20.677-23.516 -70.0-11.0 -70.0-110.0 •740-110.0 040-110.0 .70.0-113.0 •70.0-110.0 •70.0•10.0 •700-110.0 D ®s4. slmdad Pm bw 17517.20516 110.0 1008 470.0 1108.ro.D-110.0 +?4.D-140 g� °p'a� .51844010 PrMew 17.517-20516 •70.0 111.0 110.0-110.1 •7ao-11.0 -70.!-110.0 -7ao-110.0 •7010 110.0 •7ao•10.1 •rax •1700 (REINFORCEMENTS SHOWN IN SILL Oet-Stre 14.517-17.518 .70.0 410.0 +70.D-110.0 .70.0•770.0 +70.0 4101 g M.1-Shs 1x617-17.515 •70.0•110.0 .70.0-110.0 +Tao-110.0 •70.!-110.0 -70.0-10.0 .70.8-110.0 •70.D-10.D .70.0 -110.0 FIGURES ABOVE APPLY TO L�IIIIfff�����IIII�II 0011017She 12517-14.510 .70.0 41OA 170.0-110.0 470.0-110.0 .70.0-111.0 dldemsbe 12617-14518 •70.0-110.1 .70.0•110.0 •Tao-110.0 •70.0::1 •70.0•1140 .70.0-110.0 •70.0-10.0 •TI0 •11D.D FLANGE&BOXIEQUAL-LEG L�F� Shukat 1.377-12516 .708 4100 +740-11x0 4140-1110.Tao-310.0 944...1 1.377-12515 •70.0•110 -70.01-110.0 •70.0-10.0 •70.0-110.0 .70.0-110.0 1108-IIID -70.0-11.D 870.1 -10.0 FRAME TYPES ONLY.ALL Tm.l 30.617-41.644 470.0•1108 +70.0-1740 .70.0-10.0+70.0-1140 TW1.1 34111-41541 -70.0•11.0 -70.0-10.0 •Tao-110.0 00.0-110.0 •70.0-11.0 •70.0-IIID •70.0-101 •7Io,S.7 CONFIGURATIONS APPLICABLE.) SmWd CM 31517-35.510 +708-110.0 470.0-110.0 470.0•110.0 470.0 410.0 B18Mard CMaOe 31.617-36.516 •70.0 AMD •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-110.0 -70.0-110.0 -70.0-1085 •710-103,0 c Eq.W. X517-31.516 .70.0•110.0 .70.0 411.0+70.0-110.0 .70.0 410.D Equ 1. 2651-31516 -71.0•110.0 •70.0-110.0 •70.0-11D.0 -70.0-110.0 •70.0 410.0 +70.0-110.0 •70.0-107.9 -70.01-102.41 SNNW Pmbaw X617-28.61!1 +70.0•110.0 +70.0•110.0.710•110.0 .70.0 410.0 SlandCm PlMow 23.517-26.516 -70.0•110.0 •70.0-110.0 -70.0-1740 •70.0-110.0 •70.0•110.0 •70.0-110± •70.0-10.D..7a0 -115.2 82 c0 Stre X617-21510 .70.0•110A.70.0-1140 4740•110.0 +70.0-110.0 62 Cudmn Oka X617-21516 •70.0-1111.0 .70.0-11D.0 .710-110.0 •70.0 410.0 .70.0-110.0 •70.0-110.0 •?0.D-IIO.D •740•107-0 131010.5trn 17.517-20.510 .70.0•1108 •70.0-710.0 .70.0•710.0 +70.0-110.0 Custom 8b• 77.517-20518 .70.0-710.0 .70.0-110.0 •70.0-1140 -7IO-110.0 .70.0-110.0 •70.0-1140 •70.0-nal •710-108.8 017110.Etre 74617.17610 47ID•710.0 .ro.D•1100 470.0-710.0 .70.0•110.0 Cumgm ebe 10517.11516 -70.0•710.0 •70.0-11 D.0 •70.0-110.0 •70.0-1000 +70.0-1026 •10.0-I.S •70.0-700.5 +740 •700.5 0171010 slag 1aoI7-14.61 170.0-IIIA 470.0•11.0 170.0•110.0 •70.0•110.0 cuxomso-e 13.107.14518 -70.0-10.0 110.0-110.0 •70.0-16.2 •7010-130.7 110.0 971 •7ao 04,4 -70.1 94.. 1100 904 'GLASS TYPES BTHROUGH Mal- 11.654.13.016 .70.0 410.0 .10.0-110.0 .70.0•110.0 .70.0•110.0 ah.ft t 11.054-13.016 •70.0•110.0 •70.0-110.0 •700-1026 •70.0 97.0 •70.0 93.3 •70.0 -00.1 •70.0 90.0 •7ao 9D.o 16 MAY NOT BE USED WITH Te6.1 31517-41.60 .70.0-IVA 470.0-110.0 +70.0-110.0 .70.0-140 TOW XSU-41.M .70.0•110.0 -70.0-11.0 .70.0-140 111.1•1010 +10.0-1110 •10.0 AIDS •10.0-701.5 -710 90.0 J-CHANNEL OR INTEGRAL C.t-Sine 36617-39.510 4710 1-1108 .708 AID.0.70.0-110.0 .70.0-71.0 Cu9Dmetra 38.617-38516 .70.0-110.0 170.0 410.0 •700-110.0 •70.0-110.0 .70.0-110.0 •70.0-110.0 •70.0-11.7 .70.0 98.3 •FIN FRAMES Eq.W. 36617.38.515 .70.0-110.0 .70.01-110.0 +70.0•II10 .70.0-110.0 EWaI-SIa 35.517-38518 -70.0-110.0 -70.01-110.0 .70.0-770.0 •70.0-110.0 •70.0-110.0 10.0-110,0 •70.0-100.4 .70.0 95.0 75 C.mm Sha 32.517 SUN +70.0-110,0 470.0-710.0 .70.0•110.0 .7410•710.0 75 Cudomsb 32517-35516 •70.0-1108 +70.0•1140 -70-0-110.0 -70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0-1067 •70.0 -05.2 6bndWd Pm/aw 21517.32.5!6 +70.0-710.0 .70.0-710.0 470.0•110.0 .70.0-110.0 B18MardPmtaw 21517.32315 •70.0-110.D +700-170.0 170.0-110.0 •70.0 AIDS •70.0•1140 •70.0-1018 •70.0-101.6 .70.0 d024 C.wstro 26.517.20.510 .70.0-110.0 .70.0 410.0 +70.0•110.0 .70.0-710.0 Cudumsbe X617.20516 •70.0-710.0 •70.0-110.0 470.0•107.0 •70.0•1024 •70.0 -00.0 •70.0 45.4 •70.0 4B.4 •70.D X518-28.510 +708-1108 4700-710.0 .70.0•1111.0 .740-170.0 ShDM1aal 25.818-28510 •70.0-110.1 .70.0-110.0 •70.0-701.8 •70.0 -0811 •70.0 45.4 •70.0 921 •70.0 A2A •70.0 EquaHle 36617-41.044 .708 4108 470.0-110.0 .710-7110+71.0-1110 Eqo . 34517-41.544 •70.0•110.0 •70.0•110.0+710-110.0 •70.0-110.0 -70.0•110.0 +70.0-100.8 •70.0 90.7 •?4.D 38517.36.1510 .708•110.0 470.0•110.0 .708-110.0 .70.0•710.0 84 Cud-sk. %517.38516 •70.0-110.0 •70.0-110.0 •70.0-107.8•70.0-1024 •70.0 98.0 .70.0 964 •70.0 -064 •70.0 33818-36b15 +70.0-11010 .70.0•1100 +708-110.0 •70.0-110 S12MafdPWeW 33818.35516 .70.0-110.0 •70.0-110.0 •70.0•128 -70.0 97.0 •70.0 93.3 •70.0 90.7 -70.0 -00.0 140 PRODUCI'RBVISED -41.544 4704 •110.0 +70.0-710.0 +70.0•110.0 •70,0-1110 01.78 T.I.0 -41544 .70.0-10.D •70.0 41DD .70.0-1028 •70.0 97.0 •70.093.3 •70.0 90.1 •70.0 40.0 .70.0 as Complying with lie Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. I1nildlltg Code ,,MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50 Acccpt60m No(�� I 0 7 ReWeDd By: Dots ReWehn: P irni Date / Dy :'l,/.. Mimi Jade Ploducl ,�'.; . R&WaW 8y: Dot&: ReWe7on: NOTES: ® DDDfpllom Omm BY DESIGN PRESSURE TABLE J ROSOWSKI 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. _ n6 14 lit -'�1 '• 1 t 7Do2D: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. •%1••^' " _ 100 TECHNOLOGY DRIVE TtOsN. 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 ••�• (841)-480-1600 ON THE TABLE. •, /A:L•.IA{J'RUUER P-h' Settee/ModeF. SeDle: SMet: OmwMp Na. Rew. rLim8f, CERT. 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DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 All 59 420180 Pivot Bar Comer Key PVC BUTYLENE 5/16•NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Phot Bar SS 5116"NOM. SEAL SILICONESEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 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 Rall Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASSI It 27 620154 HD Meeting Rail Reinforcement 6005 75 At 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 6Q30D Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weatherstrip,.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 1/6"),85+/-5 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum 7s 79 DURASEAL@ XL EDGET'" 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum O SPACER �SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 All 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with PDII Ring X 2 PVC 40 720)0000( Constant Force Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3W'Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 421 ISpIrall Balance 861 1816:48 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61635/61614 .140"Screen Spline Machlne/Hand Rolled) Vinyl 44 17BX114FPAXI#B x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material i 76 Kommeding 4SG TPS Spacer System PRODUCTm6VISED 77 Quanex Super Spacer nXTwith Hat Melt Butyl See this to complying with RreFfaridnSheet for 78 Quanex Dureseal Spacer Ihul ptdo ,.. ncca wase No I ro•-o7r4.o3 Materials L^p mtioa Date 20 79 Cardinal&Edge Spacer " ""'tf; Revreed W. Dote: Rar e/on: REFERENCE TEST REPORTS:FTL-8717,8968&8970 �� t'' `/'�'!' • ' JR 05/05/16 A)ADDED SPACERS By '_��: Miao�i lade Pfodacr t Revfnad W. Date: Revialon: ®. Deeerlptim. Drown Br. I BILL OF MATERIAL(BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE rite: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: "i�.�'.,.'•'.::.:'..•^.�'.,::',�: i�•:,�,/:,.. •..: .�` (941)-480-160D 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. Settee/!lode(:' Sheaf( lhowtnp No. Rev: 2)ITEMS 0 9-13,15.24,28,29.34.39.61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A!LYf{t1.w W1 ek,P.E. OF AUTH. #29296 SH-5500 NTS 12 OF 13 M D-SH5500-01 A P. SB705 ` 1 t 1•. OPT.SWEEP LOCK O 46 48 OPT.AUTO LOCK \�,• 1847 20 67 OR58 1 48 O o 51 OR 52 I 9 �! 45 OPT.PULL RAIL 22 82 OR(e4 19 INTERLOCK& t COVER i; 56 i O 87 66 O i 35 OPT. 1 I I BEVELED MITERED FRAME WITH t 21 INTERLOCK INTERIOR AND EXTERIOR 16 ! o &COVER J( FRAME WELDS O 18 �•- i ,• 54 7z X4 /—@X4 16 53 '�. 50 T 80 OR 81 14 P.�ps�.�• s _..___ Gies �• `` `/ —�` - _ ' •. i SCREEN 49 so opr.PULL HANDLE ASSEMBLY sa WITHLATCHDETAILS CONSTANT FORCE ,i �•`,'•_.� 65 18 OR 83 41 40 BALANCE •'•� OR OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE 63 67 �•�,�, 1 16 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS ss / 3s DETAILS y!' EXTERIOR 53 r—__—----------__ —__,A7TA•�, g UCTREVISED _ CRO7 :vs m pdo withiA Bo Fndde•1--Cf1EiO 4ap Cde535 ' Accp Expirmim Date - FRAME ^Revised By: Dere: Revrsmn — ASSEMBLY ®"' :?:!:' .':.:;'': �iM I'aodref DETAILS \ Revised By: Date Rev(sron: ® Desariptlora Dm"By: EXTERIOR 6 EXPLODED ASSEMBLY J ROSOWSKI NOTES: `�•'•.,• (9 )K,I. ._ !%'%:.� `�t' 1070 TECHNOLOGY DRIVE 71t1e: Dote: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. `L .'7�t;':.::?;.' N•VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. �`% (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. Scale: 'l heol: Orew&q No. Rer. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. ��dYNN'MItLEIi'P.E. CERT. OF RUTH. #29296 SH-5500 NTS 13 OF 13 M D-SH5500-01 A P.EJ158705