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HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY a 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) mvw.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 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 AIIJ 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"CA-5540"Outswing PVC Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5540C.0 titled"Vinyl Casement Window NOA(LM)", sheets 1 through 11 of 11,dated 09/09/14,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 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. J 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#15-0420.11 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 1 NOA No.16-0714.11 9 MIAMI•DADE COUNTY Expiration Date: September17,2020 Approval Date: August 25,2016 Page 1 u i 3 Yf F t 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0420.11) 2. Drawing No. MD-5540C.0 titled "Vinyl Casement Window NOA (LM)", sheets 1 through 11 of 11, dated 09/09/14, 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 CA5540/CA5440 vinyl outswing casement windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8179, dated 03/31/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0420.11) 3. 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 5 540/5 440 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. IS-0420.11) 4. Reference awning window test report No.FTL-8183,per TAS 201,202 &203-94, with an addendum issued by Fenestration Testing Lab (Submitted under previous NDA No. 15-0420.11) Manuel Perez, Product Control Exa er NOA No.16-0714.11 Expiration Date: Septemberl7,2020 Approval Date: August 25,2016 E-1 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/28/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0420.11) 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-51 Edition (2014), dated April 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. .15-0420 11) 2. Statement letter of no financial interest, dated April 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0420.11) 3. Proposal issued by the Product Control Section, dated 09/29/14 and revised on 10/15/14, signed by Jaime D. Gascon,P.E. (Submitted under NOA No. 15-0420.11) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. G. OTHERS j 1. Notice of Acceptance No. 15-0420.11,issued to PGT Industries, Inc. for their Series "CA-5540"Outswing Vinyl Casement Window-L.M.I."approved on 7/15 and- expiring ndexpiring on 09/17/20. Manuel Pe , .E. Product Control xa finer NOA No.16-0714.11 f Expiration Date: September17,2020 Approval Date: August 25,2016 E-2 ~_ MAX.BUCK WIDTH MAX.BUCK WIDTH IMPACT RATING DESIGN PURE RATING EE TABLES I I 5-8,SEE SHEET 3 4-�' MAX.O.C.SEE ISS,EE TABLES 49 1.25'MAX RESS LARGE&SMALL MISSILE VARIES PER OPTIONS,SEE TABLES 4-9 11 - B,SEE SHEEIT� LLL IMPACT RESISTANT TABLES 49,SHEETS 8-9 r FRAME ASSEMBLY TUBE MULL,SEE 81-1/4"MAX. SHEETS 5.6 FOR ANCHORAGE DETAILS COMBINED WIDTH PRODUCT REVISED m complying wiih the Pluridu \ Building Code MAX.JAMB O.C. Acceplonce 14,I(o-O 14--) SEE TABLES 4.8 VISIBLE Ud Dede F;odoctCmtr LIGHT / VISIBLE MAX BUCK I /VISIBLE MAX.BUCK / HEIGHT 05/05/16 LIGHT HEIGHT SEE / LIGHT HEIGHT SEE 63"MAX SPACERS -RS TO SHEET 2. C C.SEE i� HEIGHT TABLES 49 HEIGHT TABLES 4.9 FRAME SHEETS / c T -ADDED ASSEMBLY TUBE / a -�--- -- _ �. --i------ .� LENGTH A A / A,BEE A A,SEE I •SHEET4 MAX.JAMB O.C. SHEET3 VISIBLE SEE TABLES Y Q LIGHT 48 > (n nab VISIBLE I VISIBLE WIDTH �L E O) 0 O LIGHT I LIGHT cl p> O 1 WIDTH WIDTH >-� alo0 0O C) �- �--- 4"MAX.(TYP.) O N (r W) co 4'MAX. MAX.O.C.SEE_T• 28'MAX.O.C. ---.1 O TABLES 49 3'MIN. ADDITIONAL ANCHORS FOR FRAME p� o TBO B 4"MAX 1.25"MAX. —� �— B ASSEMBLY TUBE,SEE SHEET 5 Z LL 28"MAX.O.C. =La 17 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL TYP.X-X EQUAL-LEG/BOX& LU v ZZ� Z oN FLANGE FRAME ANCHORAGE FRAME ANCHORAGE FLANGE FRAME ANCHORAGE LZU `t ¢ O �Ma Imo.> O H GENERAL NOTES:SERIES 5540 IMPACT RESISTANT,VINYL CASEMENT WINDOW o z m Z 3' w L 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE,INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE(HVHZ). VISIBLE LIGHT FORMULAS Op W O 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LFrE(CAP)MUST TEMPERED. WIDTH:BUCK WIDTH-6-3/4" Z HEIGHT:BUCK HEIGHT-6-314" m zi Q 7aa4s 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ® a Z W N ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. = W O F Z 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 < W Z /a�S DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GENERAL NOTES........................-.._.......................1 ulLL .< J AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). ELEVATIONS.................................... ...................1 O U 1 ,oa, FRAME,GLASS 8 ANCHOR OPTIONNSS...................2 a<7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION ANCHORS SHOULD INSTALLATION,FLANGE&EQUAL LEG................3 u�j >- INSTAL BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. INSTALLATION,INTEGRAL FIN&J-CHANNEL......4 O Z W U FRAME ASSEMBLY TUBE.......................................5-6 > C7 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS, GLAZING DETAILS...................................................78-9 aprl �saa saua5 BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESISTLOADS IMPOSED ON THEM BYTHE WINDOW. DESIGN PRESSURES.............................................. BOM&ASSEMBLY...................................................10- 10-11 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. "`4`•/I` Iv!!ll.f?/'• . B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. `'�I" ctdSE 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS 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 WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODEFOR CORROSION RESISTANCE. 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION STANDARDS USED: 10)REFERENCES:TEST REPORTS FTL-8139,8174;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ROYAL WINDOW AND DOOR PROFILES,LTD WHITE& •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL -ASTM E1300-09 �r�). :•- . ``.` y•t .` I 'r •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION � �,,•�.-,;�;f;i'.;\•,:' 11)PVB AND SG INTERLAYERS MANUFACTURED BY KURARAYAMERICA,INC. •ALUMINUM DESIGN MANUAL,ADM-2010 •AISI-S1b0-07/S2-2010 A.LYNN MILLER,P.E. 12)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL P.E.#58705 TABLE 1: "A"=ANNEALED Table Sheet "H'=HEAT STRENGTHENED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Glass Description Type # # ?"=TEMPERED 5 7/8"Laminated I.G.:118"A Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 4 6 'PVB'=.090'PVB INTERLAYER FE D'SG'=.090"SENTRYGLAS 06 7/8"Laminated I.G.:1/8°T Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Liles of 1/8'A Glass with.090"PVB Interlayer 5 8 INTERLAYER7 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of1/8"A Glass with.090"PVB Interlayer 6 9 BOX ORp ALL INTERLAYERS MANUFACTURED BY EQUAL8 718"laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Intedayer 6 9 KURARAY AMERICA,INC. FLANGLEG0��9 7/8"Laminated I.G.:1/8"A Exterior Cap+7/16'Air Space+5116"Laminated;(2)Lites of 1/8"HS Glass with.090"SG Intedayer 7 910 7/8"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+5/16"Laminated;(2)Utes of 1/8"HS Glass with.090"SG Intedayer 7 9 GLASS TYPES 9 THROUGH 4 11 7/8°Laminated I.G.:3116"A Exterior Cap+318"Air Space+5116'Laminated;(2)Utes of 1/8"HS Glass with.090"SG Interlayer 7 9 16 MAY NOT BE USED WITH 12 7/8"Laminated I.G.:3116"T Exterior Ca +3/8"Air Space+5116"Laminated; 2 Utes of 1/8"HS Glass with.090"SG Interlayer 7 g FINJ-CFR NEL OR INTEGRAL P P () y •FIN FRAMES. 13 7/8"Laminated I.G.:1/8'A Exterior Cap+5116"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"SG Interlayer 8 9 e 14 718"Laminated I.G.:1/8"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"SG Interlayer 8 9 GLASS TYPES 5,7,9,11,13 p p 15 7/8"Laminated I.G.:3116"A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass With.090"SG Intedayer 8 9 '&15 MAY NOT BE USED IN d-CHANNEL Q INTEGRAL Q THE HVHZ ABOVE 30'. ED 16 718"Laminated I.G.:3/16"T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090'SG Interlayer 8 9 IN FIN H SILICONE HOT-MELT BUTYL o� �/1 3 STRUCTURAL �J SILICONE STRUCTURAL 114"NOM. FOAM 3/16"NOM. TABLE 2:ANCHORS INSTALLED THROUGH FRAME POLYISOBUTYLEN WITH NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 Min.Edge Min, WITH DESICCANT DESICCANT Group Anchor Substrate Distance Embedment' Part# Description Material EXT.GLASS EXT.GLASS P.T.Southern Pine(SG=0.55) 9/16" 1318" 100 Kommeding 4SG TPS Spacer System #12 SMS See this Steel,A36• 3/8" 0.050" 101 Quanex SuperSpacernXiwith Hot Melt Butyl B (steel,0 S.S.S. Steel Stud,A653 Gr.33' 318" 0.0451" 18 Ga. Sheet fur or 410 S.S.) ( ) 102 Quanex Duraseal Spacer Materials Aluminum,6063-T5' 318" 0.063" INT.GLASS INT.GLASS 103 Cardinal XL Edge Spacer 1/4"steel Ultracon Concrete(min.2.85 ksi) 1' 13/4' REFERENCE TEST REPORTS:FTL-8717,8968&8970 C Ungrouted CMU,(ASTM Cao) 2-1/2" 1-1/4" ,00 KODISPACE 01 SUPER 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1314" 4SG TPS SPACERD NXTTM 1/4"steel Ultracon P.T.Southem Pine(SG=0.55) 1' 13IB" 1/2"NOM.GLASS Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ALUMINUM 100.103 SITE TYP. 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8" REINFORCEMENT pOLYISO DESICCANT FILL AREA 1/4"steel P.T.Southern Pine(SG=0.55) 1" 13/8" BUfYLENE 72 74 D Aggre Gator Grouted CMU,(ASTM C-90) 2" 2" 5116"NOM. SEAL 5116"NOM. 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112" 13/4" BUTYNT L& ROLL-FORMED SILICONE SEAL 1/4"steel Creteflex Concrete(min.3.35 ksi DESICCA2-112" 13/4" STAINLESS STEEL � PRODUCT REVISED 1/4"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 13/8" FOAM 78 m—plyingwiththcFlorida EXT.GLASS FMERIOR Bullding Code MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.FOR STEEL STUDS,MIN Fu=45 KSI. (�-O 14.)I "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. EXT.GLASS C]Ot Accepmnce D2o 15 � Expimrion Uure_'���" 7 By INT.GLASS mlel�oductCo�4#`/ fIff- TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN INT.GLASS Min.Edge Min. 1az DURASEAL 103 XL EDGE TM Group Anchor Substrate Distance Embedment' " �•<''' '` 2-1/2 Ring-shank Roofing Neil P.T.Southern Pine(SG=.55) 3/6" 2-7/16" SPACER SPACER TYP.GLAZING DETAIL •",::;' P.T.Southern Pine(SG=.55) 112" 1316° ;> #10 Trusshead SMS Aluminum,6063-T5' 318" 0.050' (steel,18.8 S.S. = VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 Steel Stud,Gr.33' 318" 0.0451'(16 Ga.) a ' F or 410 S.S.) Steel,A36' 316" 0.050 o GLASS/ANCHORS/FRAME OPTIONS om JROSOWSKI P.T.Southam Pine(SG=.55) 9116" 1-3/8° •MIN.OF 3 THREADS ® < •.• #12 SMS 05/05/16-JR-ADDED SPACERS. r,"• `,i Aluminum,6063-T5' 318" 0.083" BEYOND THE METAL CERT.OF AUTH.#29296 ' (steel,18-8 S.S. Steel Stud,Gr.33' 318" 0.050" SUBSTRATE.FOR w ''`l',!r•;:_ ".�.,:fir` or 410 S.S.) STEEL STUDS,MIN 1070 TECHNOLOGY DRIVE :,`'••J;'••.'' Steel,A36' 318" 0.050 Fu=45 KSI. N.VENICE,FL 34275 m " A.LYNN MILLER,P.E. (941)-480-1600 NCA-5540 NTS y 2 OF 11 o z MD-5540C.0 z° A P E 058705 INSTALLATION 2X WOOD FRAME OR BUCKSTRIP,SEE INSTALLATION OPTION 2 INSTALLATION OPTION 3 NOTE 2,THIS SHEET. ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE(CMU. ANCHORED THROUGH SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOOD SEE SHEETS 10 8 11 FRAME OR BUCKSTRIP. 1/4"MAX.SHIM�FOR HARDWARE 1/"MAX.SHIM EMB ENT SEE NOTE 2,THIS SHEET. EMBEDMENT FLANGE EMBEDMENT 80 FRAME �'� EDGE 86 D EDGE SHOWN �Q DISTANCE DISTANCE O • ❑ —T1/4'MAX.SHIM 6 15 TYP.ANCHOR TYPE, TYP.ANCHORTYPE, o QOEMBEDMENT AND EMBEDMENT AND EDGE a TYP.ANCHOR TYPE El , 8 EDGE DISTANCE PER DISTANCE PER EMBEDMENT AND EE SHEETS SUBSTRATE,SEE SUBSTRATE, a EDGE DISTANCE PEXR SEE SH FOR TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. SUBSTRATE,SEE 0 o TABLE 2,SHEET 2. HARDWARE 2 'a 11 HD REINF. O Q O 85 FLANGE 15 HD REIN VISIBLE LIGHT WIDTH 63 62 EQUAL- . EXTERIOR FRAME LEG/BOX SHOWN FRAME ❑ o NOTES: BUCK WIDTH SHOWN 1)USE ONLY HORIZONTAL SECTION A-A �OpD SUBSTRATE-APPROPRIATE SHOWN WITH HEAVY-DUTY SASH, ANCHORS LISTED ON TABLE 2, HINGE&REINFORCEMENT VISIBLE SEE SHEETS SHEET2.FOLLOW EMBEDMENT AND BUCK 10&11 FOR LIGHT EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. HEIGHT HEIGHT HARDWARE INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 5 BE USED ON ANY SIDE OF THE 114'•MAX WINDOW. SHIM 10 �1/4"MAX.SHIMMAX.SHIM STD.REINF. D 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET STANDARD SASH RAIL 2.ALL WOOD BUCKS LESS THAN 0 72 HINGE&REINFORCEMENT, 1-1/2"THICK ARE TO BE CONSIDERED o 87 (ALL SIDES) 1X INSTALLATIONS.1X WOOD BUCKS SEE SHEETS 10&11 ARE OPTIONAL IF UNIT IS INSTALLED -lox x 11 O FOR HARDWARE DIRECTLY SUBSTRATE. SUC SD DEPIICT 0 S 2X ARE 1-1/2" Q TYP.ANCHOR Q THICK OR GREATER.IX AND 2X HD REINF. TYPE,EMBEDMENT EXTERIOR BUCKS(WHEN USED)SHALL BE AND EDGE EQUAL O PRODUCTREVISED FLANGE DESIGNED AND SECURED TO FRAME DISTANCE PER EXTERIOR m-=Plying with We Florida PROPERLY TRANSFER LOADS TO LEGlBOX SHOWN A B LE 2.SH,E 2 FRAME nn Building Code SEE SHEETS THE STRUCTURE.WOOD BUCK TABLE 2,SHEET 2. SHOWN v Acceplancc No 16'07/4,/1 10&11 FOR DESIGN AND INSTALLATION IS THE Et,nation Date ]'T 2024 HARDWARE - Q�p TYP.ANCHOR TYPE,EMBEDMENT RESPONSIBILITY OF THE ENGINEER o EXTERIOR — jJ-' AND EDGE DISTANCE PER OR ARCHITECT OF RECORD. By SUBSTRATE,SEE TABLE 2,SHEET 2. M+am Dade P:rodomf EQUAL-LEGIBOX 1/4"MAX.SHIM 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION FRAME SHOWN ❑ (ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPTION 4 OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL • •e I ° EMBEDMENT •y,C-!.f. 1 L = VINYL CASEMENT WINDOW NOA(LM) 8 9/9/14 EDGE DISTANCE VISIBLE LIGHT FORMULAS " FLANGE&EQUAL-LEG/BOX FRAMES o m J ROSOWSKI = • u 6 1� �b INSTALLATION WIDTH:BUCK WIDTH-6-3/4° ® Q `,`•. r;; . .:.; VERTICAL SECTION B-B HEIGHT:BUCK HEIGHT-6.3/4" OPTION CERT.OF AUTH.#2929fi SHOWN WITH HEAVY-DUTY SASH, N �'.•� . ANCHOREDTHROUGH HINGE&REINFORCEMENT 1070 TECHNOLOGY DRIVE '•^;;;-''+`•'`.�- "�+�'• FRAME DIRECTLY INTO rr CONCRETE/CMU. N.VENICE,FL 34275 _ v "! I`I (941)480-1600 ICA-5540 ' NTS " 3 OF 11 o z MD-5540C.0 � A A LYNN MILLER,P.E. �n P.E.058705 INSTALLATION OPTION 6 INSTALLATION OPTION 5 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN ANCHORED THROUGH VV MAX.SHIM 2X WOOD FRAME OR BUCKSTRIP. INTO 2X WOOD FRAME OR BUCKSTRIP. 1/4"MAX.SHIM INTEGRAL FIN INTO 2X WOOD EMBEDMENT SEE NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. EDGE DISTANCE FRAME OR BUCKSTRIP.SEE r EMBEDMENT I-+— SEE SHEETS &11 NOTE 2,THIS SHEET. a FOR HARDWARR E EDGE DISTANCE 80 3 EDGE O J•CHANNEL � DISTANCE FRAME o o El SHOWN 1/4'MAX.SHIM 6 El O Q O EMBEDMENT TYP.ANCHOR TYP.ANCHOR TYPE,EMBEDMENT TYPE, o 0 15 QO❑ AND EDGE DISTANCE PEREMBEDMENT C=7=SUBSTRATE,SEE TABLE 3,SHEET 2. AND EDGE 6 (NAIL SHOWN) DISTANCE PER O O SEE SHEETS SUBSTRATE, o o INTEGRAL TYP.ANCHOR TYPE, EMBEDMENT AND EDGE SEE TABLE 2, FIN DISTANCE PER SUBSTRATE, 10 8 71 FOR SHEET 2. 0 68 FRAME SEE TABLE 3,SHEET 2. HARDWARE 11 1 J-CHANNEL 15 11 82 EXTERIOR SHOWN HD REINF. O D 85 FRAME HD REINF. VISIBLE LIGHT WIDTH NOTES: SHOWN BUCK WIDTH 1)USE ONLY O SUBSTRATE APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2& SHOWN WITH HEAVY-DUTY SASH, O 3,SHEET 2.FOLLOW EMBEDMENT HINGE&REINFORCEMENT QD❑ AND EDGE DISTANCE LIMITS.ANY SEE SHEETS INSTALLATION OPTION SHOWN DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. VISIBLE MAY BE USED ON ANY SIDE OF MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. BUCK LIGHT 10&11 FOR 0 THE WINDOW. HEIGHT HEIGHT HARDWARE 6 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTABLE 2, 10 D SHEET 2.ALL WOOD BUCKS LESS 114'MAX.SHIM _ 1/4°MAX. STD.REINF. THAN 1-1/2"THICK ARE TO BE SHIM CONSIDERED 1X INSTALLATIONS. STANDARD SASH RAIL 1X WOOD BUCKS ARE OPTIONAL IF (�� HINGE&REINFORCEMENT, UNIT IS INSTALLED DIRECTLY TO El 72 87 (ALL SIDES) SUBSTRATE.WOOD BUCKS c SEE SHEETS 10&11 DEPICTED AS 2X ARE 1-112'THICK FOR HARDWARE OR GREATER.1X AND 2X BUCKS Q TYP.ANCHOR 11 D (WHEN USED)SHALL BE DESIGNED TYPE,EMBEDMENT (j HD REINF. AND SECURED TO PROPERLY AND EDGE PRODUCT REVISED EXTERIOR TRANSFER LOADS TO THE DISTANCE PER E as-mplying with tie Fhttidi STRUCTURE.WOOD BUCK DESIGN SUBSTRATE,SEE FIN AND/OR ��� Bnifdin&Cddc AND INSTALLATION IS THE TABLES 2&3, FLANGE MAY BE A �a°c'�• / SEE SHEETS RESPONSIBILITY OF THE 0 SHEET 2. REMOVED IN-FIELD irat'n Dais - 10&11 FOR ENGINEER OR ARCHITECT OF INTEGRAL FIN By HARDWARE QO❑ TYP.ANCHOR TYPE,EMBEDMENT RECORD. EXTERIOR 'AND EDGE DISTANCE PER FRAME SHOWN (n� Mian Dada Fmdnci Ca SUBSTRATE,SEE TABLE 3,SHEET 2. 3)VISIBLE LIGHT WIDTH OR INSTALLATION V INSTALLATION INTEGRAL FIN 1/4"MAX.SHIM HEIGHT(ALSO REFERRED TO AS t; FRAME SHOWN DAYLIGHT OPENING)IS MEASURED OPTION 7 OPTION 8 FROM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL FRAME INTO METAL ,�• _ -� EDGE DISTANCE VISIBLE LIGHT FORMULAS ---�� INSTALLATION VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 - OPTION 5 WIDTH:BUCK WIDTH-6.3/4" ' HEIGHT:BUCK HEIGHT-6�/4° ° 3�, F ANCHORED THROUGH a J-CHANNEL&INTEGRAL FIN FRAMES om J ROSOWSKI INTEGRAL FIN INTO 2X EMBEDMENT WOOD FRAME OR TYP.ANCHOR TYPE,EMBEDMENT _ BUCKSTRIP.SEE NOTE 2, AND EDGE DISTANCE PER CERT.OF AUTH.#29296 N •• ii::'�'%'.")"�' THIS SHEET. VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. 1070 TECHNOLOGY DRIVE ' '` '-''�-•.;.'i^`- SHOWN WITH HEAVY-DUTY SASH, (SCREW SHOWN) HINGE&REINFORCEMENT N.VENICE,FL 34275 = ;, o , . '.'.,.` (941)480-1600 CA-5540 NTS 4 OF 11 o z MD-5540C.0 p z A A.LYNN MILLER,P.E. �n y RE k 58705 ILLUSTRATION OF CASEMENT-TO-CASEMENT(X-X) ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT()(/X/O) (EQUAL LEG/BOX FRAME WITH IDENTICAL PRODUCTS COMBINED) (FLANGE FRAME WITH DIFFERENT 5540 SERIES PRODUCTS COMBINED) 0 5540 SERIES A--63"MAX.FOR FIXED CASEMENT o AWNING WINDOW A)INDIVIDUAL A)INDIVIDUAL A=40'MAX.FOR CASEMENT B1 COMBINED (SILL) COMPONENTS: 5540 SERIES CASEMENT WINDOW A--60'MAX.FOR AWNING FRAME ASSEMBLY TUBEIMULL 5540 SERIES COMPONENTS: I COMPONENTS: VERTICAL AWNING SECTION D-D SHALLOW,FLUSH CAP / \ 5540 SERIES WINDOW tz] L..� A �.I WINDOW FRAME ASSEMBLY CASEMENT ANCHOR TUBE/MULL WINDOW r4'MAX.FRAME / y MIN.#10 X 3/4'SMS @ 5540 SERIES ASSEMBLYTUBE/MULL-1 Dom-- Q/\� .L 17'MAX D.C.THROUGH CASEMENT \ / 4,MAX INSTALLATION HOLES, WINDOW \ / SEE WINDOWS (HEAD) PROVALFOR \ \ / MAXIMUM DESIGN 5540 SERIES \ 127-1/4'MAX. \ 127-114'MAX. ANCHOR INFO. PRESSURE WHEN CASEMENTS \ 84`MAX \ USING THE FRAME WINDOW / / ADDITIONAL MULLION ASSEMBLY TUBEIMULL, / / ANCHOR SEE NOTE 2, SEE NOTE 2: // // THIS SHEET 5540 SERIES +/-70.0 PSF / E4-- / u CASEMENT. FRAME VERTICAL WINDOW ASSEMBLY SECTION E-E (SILL) 8)COMBINED TUBE/MULL �= ��_— COMPONENTS: 8"MAX,SEE NOTE 2,THIS SHEET SHALLOW,FLUSH CAP _ EXTERIOR FRAME ASSEMBLY ADDITIONAL MULLION ANCHOR 5540 SERIES 4"M SINOTES SHEET FIXED CASEMENT aTUBE/MULL WINDOW / 8„�• MIN.#10 X 3/4'SMS @ 17' 5540 SERIES WINDOW SEE NOTE 2, MAX O.C.THROUGH FIXED CASEMENT ANCHOR THIS SHEET INSTALLATION HOLES,SEE WINDOW(HEAD) 'UNDER SEPARATE APPROVAL WINDOWS APPROVAL FOR CC / ANCHOR INFO. 63"MAX. FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET: \ / 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE, \ / TYPE,SHAPE,QUANTITY AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET. 2)ANY 5540-SERIES CASEMENT,FIXED CASEMENT(UNDER SEPARATE APPROVAL)OR AWNING WINDOW(UNDER SEPARATE APPROVAL)MAY BE ATTACHED -�— 81-1/4'MAX. TO THE FRAME ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN.FOR ALL WINDOWS IN THE ASSEMBLY, USE EACH WINDOWS INDIVIDUAL APPROVAL FOR ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS. THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE ASSEMBLY. PRODUCT REVISED C)HORIZONTAL _ .ahhnplyi.3 with th.Phv;. SECTION C-C: 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON Building Code SHALLOW,FLUSH CAP THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBEIMULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES. FOR FIN OR J-CHANNEL FRAMES Aa p=w No Iro-O {) ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. By imtimt.���� 20 5540 SERIES 5540 SERIES CASEMENT CASEMENT 4 FOR FLANGE OR EQUAL-LEG/BOX FRAMES.THE FRAME ASSEMBLY TUBE TO BE FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10 X 1-SHEET WINDOW WINDOW METAL SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 17-MAX. A4iohi Dnde Feodoh:t ChxrAr,. O.C.,ADD ADDITIONAL ANCHORS AS NEEDED.THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED TO THE SUBSTRATE.ALL EXTERIOR JOINTS o TO BE SEALED BY INSTALLER. • – 5)THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63'IN LENGTH OR BE USED IN TEE OR CROSS CONFIGURATIONS.TWO ADJACENT WINDOWS MAY NOT EXCEED ATOTAL OF 127-1/4"IN WIDTH OR HEIGHT,FROM WINDOW BUCK TO WINDOW BUCK,INCLUDING THE FRAME ASSEMBLY TUBE/MULL WIDTH. FRAME ASSEMBLY TUBE/MULL MIN.#10 X 3/4'SMS aQ 17" 6)SHEET 5&6 REFER TO UNCLIPPED MULLION _ MAX O.C.THROUGH ASSEMBLIES.FOR CLIPPED MULLION ASSEMBLIES SEE V DEEP,FLUSH CAP INSTALLATION HOLESWINDOWS APPROVAL FOR,SEE INYL CASEMENT WINDOW NOA(LM) 9/9114 EXTERIOR TUBE MULLION UNDER SEPARATE APPROVAL a -_ SEE SHEET 6 FOR FRAME ANCHOR INFO. o FRAME ASSEMBLY TUBE DETAILS A Bm JROSOWSKI ',•�, c f`t 16 ASSEMBLY TUBEIMULLION ® ¢ �. DETAILS " CERT.OF AUTH.#29296 x '•�'i:•.,.�\ 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 - CA-5540 NTS " 5 OF 11 3 z MD-5540C.0 �z° A A.LYNN MILLER,RE, (941)-480-1600 n N o P.E.#56705 EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLY TUBEIMULL.FOR ILLUSTRATION OF END CAP USE WITH FIN AND J-CHANNEL FRAMES TEES,CROSSES OR ASSEMBLIES WITH MORE THAN 4 UNITS USE CLIPPED,TUBE MULLION UNDER SEPARATE APPROVAL- 1-1/4" PPROVAL1-1/4" END CAP TO SPAN BOTH INSTALL 7 ADDITIONAL GROUP F 81-1/4"MAX. WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP. AX. SEE NOTE2,SHEET 5 SILICONE. --� 81-114"M 1 • (i • • •'' () . /;/ 4e\ MAX. 40'MAX. CASE. CASE CASE.I CASE. > 1— 1-1/4' �-{ 61-1/4"MAX. 127-114" r Y�CAS jL 2 OR MORE WINDOWS WITH VERTICAL MAX. L `/ ff FRAME ASSEMBLY TUBEIMULL. I Y�l o (4 WINDOWS MAX.) .jL_ �OnsE. 127-1/4° 1-1/4" MAX. EXTERIOR �— 127-1/4°MAX. �j 255-X a127-114"MAX. ��CA6 � 63* MAX RE FUCED cASIanENr CASE. 2 OR MORE WINDOWS(4 2 127-114"MAX. —►{ WINDOWS MAX.)WITH IIS-- 255-3/4'MAX. "II HORIZONTAL FRAME ASSEMBLY TUBE(MULL. 2 OR MORE WINDOWS WITH VERTICAL FRAME SIDE VIEW ASSEMBLY TUBEIMULL.VARIOUS WINDOW TYPES AND SIZES(4 WINDOWS MAX.) i A=63'MAX.FOR FIXED CASEMENT FRAME ASSEMBLY TUBEIMULL A=40'MAX.FOR CASEMENT NOTES FOR FRAME ASSEMBLY TUBE END CAP: A A=60"MAX.FOR AWNING FRONT VIEW FRAME ASSEMBLY TUBE NOTE: 1)APPLIES TO FIN OR J-CHANNEL FRAMES. REFER TO SHEET 5 FOR THROUGH-FRAME / 1-1/4° ANCHORAGE AND THIS SHEET 9/DISE 2)REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. FOR NAIL FIN ANCHORAGE DETAILS L TYP.AT ALL FRAME ASSEMBLY TUBE ENDS \ 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. BOTH HORIZONTAL AND VERTICAL \ 127-X. \ 255314" E 4)END CAP MAY REQUIRE IN-FIELD TRIMMING.STANDARD LENGTH IS 14". 1 " MAX. MAX. / AX. J MIp / GSE. PRODUCT P-EVISPD J m complying with 1110 ploridaBuilding I 1250" AWN:\ Ac ptanx b)6o-07 J . 1 E.-timlion Data ` 2 OR MORE WINDOWS(4 By IIII WINDOWS MAX.)WITH Miam Deck F.rodnct Contro ,1 1.674' --►{� •721- —�I �— REMOVEFOR HORIZONTAL FRAME 1•.74" - I� FIN APPLICATIONS ASSEMBLY TUBE/MULL. 0 VARIOUS WINDOW TYPES .100° .375' .627 ;,'•, //;. 3.250' 1.440' AND SIZES, .060" '„�•i, .060' .055' 'UNDER SEPARATE APPROVAL ��;.'t"_'I":'••'' SHALLOW,FLUSH DEEP FLUSH J 91 CAP,PVC 92 CAP,PVCVINYL CASEMENT WINDOW NOA(LM) S 9/9/14 .. . EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR 93 EFRAME ND CAP, yC BLYTUBE To FRAME ASSEMBLY TUBE DETAILS B o� J ROSOWSKI _ i B0 FRAME ASSEMBLY ® Q 5 1_0 I6 TUBE,ALUM 6005•T5 ' CERT.OF AUTH.#29296 m A'Pi;'tCJI'.•'•.(%j 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 v - LL (941)-480-1600 CA-5540 ° NTS m 6 OF 11 o z MD-5540C.0 z A A.LYNE Iro 58705,P.E to h P.E.#56705 7/8'NO7/8"NOM. 718"NOM. —►{ 7/8"N M. 5/16"A/A PVB I 5/16"A/A PVB 5116"A/A PVB 5116"A/A PVB 7/16"AIR SPACE--\ 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCTREVISED 1/8"A GLASS 1/8"T GLASS 3/16"A_GLASS 3116"T GLASS--\ ascomplying with the Florid° Building On&: a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR A—ptnncc No [G-o1A.11 Ea iratiun Dela By 100-103 100-103 100-103 100-103 4,1i Dodc Fredect Conte GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 a N C n —►{ 7/8"NO718"NO716'NOM. 7/8"N M. I I I I > Y ¢ "aa 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG B OU w 7116"AIR SPACE 7/16"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE N aI°0 o v to 1/8"A GLASS 1/8"T_GLASS 3/16"A GLASS 3/16"T GLASS OJ� ? a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z W CD ---,a ❑ � =W 100.103 100-103 100-103 100-103 l--•LU LU v r> O GLASS TYPE 9 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 z3: 0 Z_ r o, � laays �{ 7/8"NOM. 7/8'NO718°NOM. 718"NOM. ® tt Z N I � Z W W 7116"A/A SG 7/16"A/A SG 7/16"A/A SG 7/16"A/A SG u_ a 5/16"AIR SPACE 5/16"AIR SPACE 1/4"AIR SPACE 1/4"AIR SPACE w r Z 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3116"T GLASS Z U > CD aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR °I21 •°sap sauag 100-103 100-103 100-103 100-103 ,�`�„! ^ i GLAZING NOTES: GLASS TYPE 13 GLASS TYPE 14 GLASS TYPE 15 GLASS TYPE 16 _ - "A"=ANNEALED r "H"=HEAT STRENGTHENED "PVB"=.090"BUTACITE®PVB BY KURARAY AMERICA INC. GLASS TYPES 9 THROUGH TYPES 5,7 9,11,13 , =.090"SENTRYGLAS®INTERLAYER BY KURARAY '16 MAY NOT BE USED WITH fGLASS 8 15 MAY NOT BE USED IN ..; *',': AMERICA,INC. J-CHANNEL OR INTEGRAL THE HVHZ ABOVE 30'. .A'~�'`' •• FIN FRAMES 1)FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. A.LYNN MILLER,P.E. 2)SEE TYPICAL GLAZING DETAIL ON SHEET 2. P.E#56705 i TABLE 4: NOTES: Window Design Pressure,(+I-psf) SandaM Usee s a 8e 1)BUCK DIMENSIONS SHOWN. sash,l9nce nt for gess 5 1f8'A CAP,AIRSPACE,118'A..090•PVB,118"A <Yhfarcemont Type: 2)FOR SIZES NOT SHOWN, Window Buck Width(in) ROUND UP TO THE NEXT Dimenslons 24 26 28 30.683 31.052 31.431 31.819 32.217 32625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 36 AVAILABLE WIDTH OR HEIGHT DIMENSION. 48 +65/-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 80 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +651.69.7 +651-69.2 +65/-68.8 +65/.68.1 +85/67.5 +651-67 +65/-66.5 +65/-65.9 +651-65.4 +/-64.9 +/-64.4 +/-64.2 fib +651-70 +651-70 +651-70 +65/-687 +65/-60.1 +65f-67.5 +65/-67 +85/-66.4 +651-65.8 +651.65.3 +184.7 +1-64.2 +/.63.6 +/-63.1 +/-62.5 +/-62 +151.8 70 +651-70 +65/-70 +65/-70 +65/-67.5 +651-66.9 +651-66.3 +651-65.8 +651-65.2 +/54.6 -+184.1 +/-63.5 +/-629 +/-62.4 +1-61.8 +/.61.2 +/-60.7 +/.60.5 71.593 +851-70 +651-70 +65/-70 +651-67.1 +85/-66.5 +651.85.9 +651-65.3 +/-64.8 +1-64.2 +/-63.6 +/-63 +1-625 +/-61.9 +/81.3 +/.60.8 +1.60.2 +1-60 72 +651-70 +651-70 +651-70 +651ST +651-66.4 +651-65.8 +651-65.2 +1-64.7 +184.1 +1-63.5 +/82.9 +/-624 +/81.8 +/81.2 +/-60.7 +/-60.1 73 +651-70 +65f-70 +651-70 +651-66.7 +65/-66.1 +65f-65.6 +/-65 +/-84.4 +1-63.5 +/63.1 +/82.6 +1-621 +1-61.5 +1-61 +1.60.4 74 +65/-70 +651.70 +65/-70 +651-66.5 +65/-65.9 +65f-65.3 +/84.6 +/83.7 +1829 +/-623 +/-61.7 +1-61.3 +/80.8 +/-60.4 75 +65/-70 +651-70 +651-70 +651862 +65185.7 +/64.7 +/-63.8 +/-63 +1-622 +/-61.5 +/-60.8 +I-60.3 +159.9 = 76 +651-70 +651-70 +651-70 +65/-66 +65/85.1 +/-&i +1.63.1 +/82.4 +/-61.6 +1-60.8 +/-60 +1-5 m 77 +651-70 +651-70 +651-70 +65/-65.2 +184.3 +181.3 +/82.5 +/-61.8 +181 +/-60.2 +/-59,3 78 +651-70 +651-70. +851-70 +1-64.3 +183.5 +1-62.7 +/51.8 +/81.2 +/80,4 +/S9.6 MAX,JAMB O.C.SPACING IF 79 +651-70 +651-70 +651-70 +/-63.7 +1-629 +/-62.1 +/-61.4 +/-60.6 +/-59.8 ANCHORING THROUGH THE FRAME PER MAX.O.C.SPACING IF ANCHORING 80 +B51-70 +851-70 +651-70 +/-63.2 +/-624 +1-61.6 +/50.8 +/-60 SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 81 +65/-70 +651-70 1 +85189.8 +/-62.6 +1-61.8 461 +/-60.2 APPUESTOB,CORDANCHORS APPLIES TO FANCHORS 82 +651-70 +651-70 +65/59.6 +1822 +/-61.3 +/-60.5 (SEETABLE2) (SEE TABLE 3) 83 +651-70 +651-70 +651-69.5 +1-61.7 +150.9 1267" 4' 84 +65/-70 +65/-70 +651-69.3 +181.3 GLASS TYPES 5,7,9,11,13 &15 MAY NOT BE USED IN TABLES; , THE HVHZ ABOVE 301. Window Design Pressure(+I-psf) samara Ube Uslaeie Sash,H71B?a for Gess 6 118"T CAP,AIRSPACE,118'A,.09(r PVB,118'A %Irf eene d Type: Window Buck Width On) Olmenslorts 24 26 28 30.683 31.052 31.431 31.819 32.217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 36 48 +651-70 +651-70 +851-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 60 +651-70 +851.70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 66 +651-70 +69.70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 70 +651.70 +651.70 +651-70 +65/-70 +651.70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 71.593 +651-70 +651-70 +851-70 +65/-70 +851-70 +651-70 +851-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +BS/-69.6 +65/-69.2 +85/-68.7 +651-68.6 72 +651-70 +651.70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +65/-70 +65/-69.7 +65/-69.2 +65188.8 +65/88.3 _ 73 +65/-70 +651-70 1 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65/-69.6 +65/89.1 +85/-88.8 +651.68.2 +651-67.7 74 +651-70 +65/-70 +651-70 1 +651-70 +65/-70 +651-70 +651-70 +651-70 1 +651-69.8 +651-69.2 +65/-68.6 +65/88.1 +65/87.6 +651-67.1 1 75 +651-70 +651-70 +651.70 +65/-70 +65/-70 +851-70 +e5/-70 +651-70 +65/-69.1 +85158.4 +651-67.6 +651-67 +65/86.5 PRODUCT REVISED, +65/-70 +65/-70 +651.70 +65/-70 +651-70 +651-70 +651-70 +65/59.3 +651-68.4 +651-67.6 +85158.7 +651-68 as eomp!Ying evith IheFtmids = 76 Dnildiog C, ' 77 +65/-70 +65/-70 +851.70 +65/-70 +651-70 +65/-70 +651-69.5 +65/58.6 +65/-67.8 +651-66.9 +85155.9 Aeccptaocallo ��o'� )q-,I m' 'pimtbu Data 78 +851-70 +651-70 +651.70 +65/-70 +651-70 +65/-68.7 +65/58.8 +65/-68 +65/-67.1 +651-66.2 MAX JAMB O.C.SPACING IF ANCHORING THROUGH THE FRAME PER MAX.HTH INTEGRALPACING IF ANCHORING 79 +651-70 +651-70 +851.70 +651-70 +85/59.9 +65159 +fi518B.2 +65/57,3 +651.68.4 flY BO +651-70 +651-70 +65/-70 +65/-70 +651-69.3 +65158.4 +651-67.5 +65/56.6 SHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEET4 Mi iDade Prwlnet 81 +65/-70 +651-70 +651-70 +651-69.6 1 +65/-68.7 +65/-67.8 +65/56,9 APPUESTO B,COR DANCHORS APPLIESTO FANCHORS 82 +651-70 +BSI-70 +65/-70 +651-69.1 +65/-68.2 +85/57.2 (SEETAI 2) (SEETABLE3) .•,l`'' �"1"fi;, B3 +651-70 +651-70 +65/-70 +651-6B.8 +BSI-t37.fi 12.67" 4" 84 +651-70 +851-70 +651-70 +65!88.1 1` •' VINYL CASEMENT WINDOW NOA(LM) 0 9/9/14 o DESIGN PRESSURE TABLES A o� J ROSOWSKI ® _ � yI W CERT.OF AUTH.#29296 ;x.'• •�!`"','.'` 1070 TECHNOLOGY DRIVE 9 N.VENICE,FL 34275 e - (941)-480-1600 c CA-5540 e NTS " 8OF 11 gz MD-5540C.0 �> A A.LYNN MILLER,P.E. I,-.' ;� P.E.#58705 TABLE 6: Window Design Pressure,(+/•psf) Heavy-Dulyuse lhls table Sash,Hnge a for Gass 7&8 3116-A CAP,AIRSPACE,118'A..090'PVB,118'A & 3116'T CAP,AIRSPACE,116'A'.090-PVB,118'A Iainforcelrenl Type; Window Buck Width On) Dimensions 30.683 31.052 31.431 31.819 32217 32.625 33.043 33.472 33.912 34.365 34.829 35.306 35.797 38 71.593 +651-70 +651-70 +65/-70 +651-70 +651.70 +65/-70 +65/-70 +65/-70 +651-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 72 +65/-70 +651-70 +65/-70 +65/-70 +65/-70 +65/-70 +651-70 +65/-70 +65/-70 +651-70 +65/-70 +651-70 +65/-70 +851-70 73 +65/-70 +651-70 +65/-70 +65f-70 +65/•70 +851-70 +65/-70 +651-70 +651-70 +851-70 +851-70 +fi5/-70 +651-70 +fi5/-70 PRODUCT REVISED MAX.JAMB O.C.SPACING IF MAX.O.C.SPACI NG IF ANCHORING --plying with the Plmida 74 +651-70 +651-70 +65/-70 +651-70 +651.70 +85/-70 +651-70 +65/-70 +65/-70 +051-70 +65/-70 +651-70 +651-70 +851-70 building Codc ANCHORINGI'HROUGHTHE FRAME PER THROUGH THE INTEGRALFIN PER SHEET4 Acccptauco 4,r 75 +651-70 +fi5/-70 +651-70 +851-70 +651-70 +851-70 +651-70 +65/-70 +65/-70 +651-70 +851-70 +65/-70 +65/-70 +65/-70 r ratan li_ 76 +651-70 +651-70 +65/-70 +65-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +65f-70 +65/-70 +851-70APPLIES TO B,C OR D ANCHORS APPUESTO FANCHORS �'(SEE TABLE 2) (SEETABLE3)-6 77 +651-70 +851-70 +65/-70 +651-70 +65(-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70 +651-70•0 = 78 +651-70 +651-70 +65/-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +651-70 +651-70 1267" 4" Y 3' 79 +651-70 +651-70 +651-70 +651-70 +851-711 +fi51-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +851-70 +65/-70 +651-70 m BO +651-70 +651-70 +651-70 +651-70 +65/-70 +651•70 +651-70 +65/-70 +651-70 +651-70 +851-70 +851-70 +65/-70 +65/-70 81 +651-70 +651-70 +651-70 +65/-70 +651-70 +651.70 +65/-70 +65/-70 +651-70 +651-70 +65/-70 +65/-70 +65/-70 +651-70 82 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 +651-70 +651-70 +651.70 +851-70 +851-70 +851-70 +851-70 jWil-75 83 +651-70 +651-70 +65/-70 +651-70 +651-70 +851.70 +851-70 +651-70 +651-70 +651-70 +651-70 +65/-70 +651-70 84 +65/-70 +651-70 +651-70 +651-70 +65/-7g +BSI.70 +6$/-70 +85/-70 +65/-70 +651-70 +651-70 +fi51-70 +65/-70 a` 1' Q UI TABLE 7: > U) ,, � aa `rn window Design Pressure,(+/-psf) K 213U Heavy-WtV Use this table 9,10,11 0 to 1/8"A CAP,AIRSPACE,118'H,.090'SG,118'H 8 1!8'T CAP,AIRSPACE,118'H,.090'SG,118-H Sesh,Woe 6 far Gasa 6 r- x700 0 Reinforcement Type: &12 C7 N ': Lf)3116-A CAP,AIRSPACE,1/8'H,.090*SG,1!8"H & 3/16'T CAP,AIRSPACE,118"H .090'SG,1/8'H MAX,IAMBO.C.SPACING IF OJ c+� to Window Buck Width On) 0 J o ,rg 0 ANCHORING THROWHTHE FRAME PER z u. 0 wno�0 Dimensions 24 26 28 30 32 34.005 35.705 36.621 38.085 •39.129 40 SHEETS3&4 S LL 2 48 +70/-110 +701-110 +70/-110 +701-110 +701-110 +701-110 +70/-110 +70/-110 +701-110 +70r-112 +701-110 - APPLIESTOB,CORDANCHORS W U o V 60 +701-110 +70/-110 +70x110 +701-110 +70/-110 +701-110 +701-110 +7or-110 +701-110 +701-110 +70/-110 LU z DMO 72 +70/-110 +701-110 +70/-110 +701-110 +70/-110 +701-110 +701-110 +701-110 +701-110 +701-710 +701-110 (SEETABLE2) C>W O 76 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +70f-110 10.13" o Z z m m 84 +701-110 +701-110 +701-110 *701-110 +701-110 +701-110 +70/-110 +701-110 +701-110 +701-110 +701-110 r W lL 'GLASS TYPES 9 THROUGH GLASS TYPES S.7,9,11,13 0 J O 16 MAY NOT BE USED WITH '&15 MAY NOT BE USED IN Z_ J-CHANNEL OR INTEGRAL THE FIVHZ ABOVE 30'. F- FIN FRAMES • rn W 7aav5 TABLE& # W U) FU Window Design Pressure,(+/-psf) N co Z Heavy-oily Use ins table 13,14, W UJ a1a�s 118"A CAP,AIRSPACE,3116"A,.090'SG,3116"A & 1!8'T CAP,AIRSPACE,3116"A,.090'SG,3116"A Sash,Hhge& for Gass < U ReJlromelmnt Type: 15&16 p Q LL o 3116'A CAP,AIRSPACE,3116"A,.090"SG,3116'A & 3118-T CAP,AIRSPACE,3116-A,.090-SG,3116'A U Z -or Window Buck Width(in) w S' LO Omensions34.005 34.414 34.834 35.284 35.705 38.157 36.621 37.096 37.584 38.085 38.6 39.129 39.672 40 ca z W U 71.41 +701-110 +701.110 r701-110 +701-110 +701-110 +701-110 +701-110 +701.110 +70x110 +70f-110 +701-110 +701-110 +70/-110 +701-110 > 0 72 +701-110 +701.110 +701-110 +701-110 +701-110 +70x110 +701-110 +701.110 +701-110 +70x110 +701-110 +701-110 +701-110 .Ru '=sa0 sauaS 73 +701.110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +70r-110 +7G-110 +701-110 74 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 1"111"'1 75 +701-110 +701-110 +7x.110 +701-110 +701-110 +701-110 +701-110 +70x110 +701-110 +701-110 . ... .. r ;` 76 +701-110 +70x110 +701-110 +70x110 +70x110 +70x110 +701-110 +701-110 +70x110 ;,�-IN-;'rl m 77 +701.110 1 +701.110 +701-110 1 +701.110 1 +701-110 +701-110 +70-110 +70x110 _a x 78 +701-110 +701-110 +7(Y-110 +701-110 +701-110 +701-110 1 +701-110 MAX.JAMB O.C.SPACING IF 79 +701-110 +701-110 +701-110 +701-110 +701-110 +701-110 - m ANCHORING THRO UGH THE FRAME PER -_ 80 +701.110 +701-110 +701.110 +701-110 +701-110 SHEET53&4 NOTES: 1 BUCK DIMENSIONS SHOWN. ( ' 81 +70/-110 +701-110 +701.110 +701-110 ) •�,i•�'•`-�,; ,•',^� 82 +701-110 +701-110 APPLIES TO B,C OR D ANCHORS +701-110 (SEETABLE 2) 2)FOR SIZES NOT SHOWN, 83 +701-110 +701-110 ROUND UP TO THE NEXT ? �••, 84 +701.110 10.88" AVAILABLE WIDTH OR HEIGHT �'• DIMENSION. A.LYNN rd58702,P.E. P.E.#58705 2.615" � 2.615° --+� Framo Hol ht�'tD� FrYma t]ry. B Polro Ha18h1 9nuhhen rI� O c31249- 2 <30.000' 2 LI I� 32.250'de.2d4• 3 30.007'-0B.IgP 3 46250'-bd.219• 6 48.Od1°-x.000' 4 66250'-76269' 5 86.007'-6a.00o" 5 2.583' � 2.563' 7s.aa•-ea.ero• s VENT BOTTOM RAIL .07� ooh EXTERIOR 62 OR 60 60 USED ON STD.VENT ONLY ®I .075° a 0 60 SHOWN 62 USED ON HD VENT ONLY 44 —�•{ rw .340' .807" �- Q ATTACHEDTO 26 FRAME JAMB O HD VENT RAIL O STANDARD VENT RAIL 23 al ATTACHED TO 27 FRAME JAMB 62 60 1.168" >< — ATTACH ED TO o �I 1.168" 24 VENT SIDE RAIL O 26 62 60 44 21 53 S 1.522" 1.522" o O .075' .075' ®; 58 FRAME SILL ' HID VENT STANDARD VENT 20 0 15 57 11 REINFORCEMENT 10 REINFORCEMENT EXTERIOR a � Qo ATTACHED TO FRAME JAMB —1 L6® O 22 rf ATTACHED TO r +Q 25 O ¢ 0 FRAMEJAMB L e� ATTACHED TO VENT 43 42 EXTERIOR SIDE RAIL 36 60 OR 62 62 SHOWN 37 28-34 ATTACHED TO 39 ' FRAME JAMB PRODUCT REVISED ....,plying with We Plmida ' I Building Code 1 864' .316" �-�• A. plmce 1.10) •O ¢.IIS 26 301' '1 •'ration D.1 0- .90 FRAMEJAMB HORIZONTAL HARDWARE SECTION 754" e FRAME JAMB 1 0 By t`4imni nde c rodoct Control .035" 1 FRAME SILL 1 FRAME SILL 73 IG GLAZING 80 EXTRUDED •,:L 1 t; �O❑�o voo� O BEAD O SCREEN FRAME GIS❑� o o a o VINYL CASEMENT WINDOW NOA(LM) & 9/9/14 +' VERTICAL VERTICAL a BOM&ASSEMBLYA J ROSOWSKI HARDWARE HARDWARE 0 NOTES: LOCKJAMB HINGEJAMB CERT.OF AUTH.#29296 a: - '',' '•` 1)SOME PARTSIOPTIONS NOT SHOWN FOR CLARITY. 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 v 2)INTEGRAL FIN FRAME SHOWN,PART#1.OTHER FRAME TYPES APPLY. (941)-480-1600 CA-5540 , NTS 2 10 OF 11 o z MD-554013.0 i A A.LYNN MILLER,P.E. P.E.#58705 TABLE 9: 1 sone rams 3.500' 3.500' 2 620126 Flange Frame PVC 0 3 620127 Integral Fn Frame PVC CO-EXTRUDED CO-EXTRUDED 4 620128 Equal LegBox Frame PVC WEATHERSTRIP WEATHERSTRIP 5 620130 Standard Vent Reil PVC 7 1 6 620173 HD Vent Rail PVC 2.880' 2.880' 10 620163 Standard Vent Reinforcement(Full Length) Alum.6005-T5 1 ©Op Q�p 11 620164 HD Vent Reintomement(Full Length) Alum.6005-T5 85 15 6TP247 Weatherstrip,65-/-1 dum. Flex PVC •075" .075' 20 7024 Multi-Point Lock C Steel I�1I Ir^1I 21 7011 Multi-Point Lock Flet Support Plate C Steel 6 I��p❑ p I�"�❑� 22 varies with size Tie Bar C Steel 23 20222 Tie Bar Guide C Steel .fi25' .625' 24 7014 Multi-Lock Keeper C Steel 1.375° '219° '218° 25 71024)0562PPFX 910-24 x 9/16"Phi.PH Machine Screw SS O J-CHANNEL FRAME O FLANGE FRAME 26 78X34PPTX4ID #8 x 3/4"Phl.PH Tek 55 27 78XI12PSAX 98 x 1-112"Phl.FH Tek SS 28 20249/50 Dyad Operator(nanaw vent<or=to 24'),UR C Steel 72 86 29 20249XI5lDC Dyad Operator(narmw vent<or=to 24'),UR SS 3.500' 3.500" 30 20251/52 Duel Ann Operator(wide tent>24"),LIR C Steel 0 0 31 20251X/52X Dual Ann Operator(wide tont>24"),UR SS CO-EXTRUDED CO-EXTRUDED 32 7033 Duel Arte Operator Track SS 33 20241/42 HD Duel Ann Operator,UR C Steel WEATHERSTRIP WEATHERSTRIP 34 20241X/42X HD Dual Arm Operator,UR SS EXTERIOR 2.880' 2.880" 35 2031 HD Operater Backing St o C100� o C1Op� 36 7031 Operator Backing Plate C Steel 37 20253 Operatarcover .075" .075' 36 7030 Operator Gasket White Neoprene 3g Standard Handle C Steel a�❑� a�❑� 40 7018 Folding Handle C Steel MITERED FRAME 8 I 41 7019 T4dendle(ihumbtum) C Steel VENT CORNERS I 42 78X12PPMSX #8-32 x 1/2" Ph1.PH Machine Screw SS WITH INTERIOR AND I 84 _ .219" .219' 43 78S34PFAX #6 x 314"Phi.FH SS EXTERIOR WELDS 1'375 44 78X1PSDX #8 x 1"Phl.FH Tek SS O INTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME 45 YMC7032LWRH Stud Bracket,UR C Steel 80 46 7M G7032LHWRHX Stud Bracket,UR S5 47 20243 HO Stud Bracket,non-handed G Steel VENT 48 20243X HD Stud Bracket,non-handed SS ASSEMBLY 87 49 73337LWRH Egress Hinge,LIR C Steel DETAIL 50 73337LHX/RHX Egress Hinge,UR SS SCREEN 51 73338LWRH Washable Hinge,UR C Steel 52 7333BU0#RHX Washable Hinge,UR SS ASSEMBLY 53 20245/6 HD Washable Hinge,UR CSteel 72 DETAIL 54 2024596X HD Washable Hinge,UR SS 55 720247/8 HD Washable Hing.Track,LIR C Steel PRODUCT REVISED 56 720247X/8X HD Washable Hinge Track,UR SS as complying with Oce Ftrrride Building Code 57 78Xi4FPAX 48 314"Phi.FH w/#7 Heed SS Accep,aatt Na IG-C 714-(1 58 1 731877 OperatorSlide Plastic 6 , 60 73346 Snubber C Steel Expunu.n Date �� 62 720256 HD Snubber Dlecast IInc FRAME By!�'I.I.L 63 7BX12PPSMSX 48x tf2"PN.PH SS 1 ASSEMBLY M+ee Dnd-Fradoct Coat, 64 1 20187 Anchor Hole Plug PVC DETAIL 72 720135 Leml IG Glazing Bead PVC 74 Backbedding,GE 7700 or Dow 791 Silicone 78 71646N Sell Block n/8'z 1"x 1/8",85+l-5 dum. EPDM NOTES: `,^ / n}>�? �-'�"I''I,c 80 67006 Extruded Semen Frame 84 47040 Screen Comer Key 1)SOME PARTWOPTIONS NOT SHOWN ON 85 7CASPM Tension Spring DRAWING FOR CLARITY. VINYL CASEMENT WINDOW NOA(LM) 9/9/14 86 61816034 Semen Cloth 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER __ I"� � ,••. = 87 61835/24 .140"Screen Spline(Machine/Hand Rolled) FRAME TYPES,PARTS#2-4,APPLY. " BOM&ASSEMBLY B -- i 90 62016DA Frame Assembly Tube Alum.e005T5 0 ora JROSOWSKI 91 620177 Shallow,Flush Cap PVC -•J �-,6�r Ya 16 •1 t 3)ITEMS#7-9,12-14,16-19,59,61,65-71,73, ® 92 620178 Deep Flush Cap PVC '�t;;,•. 75-77,79,81.83,88,89&93-99 ARE NOT USED � CERT.OF AUTH.#28296 AND ARE NOT PART OF THIS APPROVAL. 1070 TECHNOLOGY DRIVE -. 4)ROYAL PVC TO BE LABELED FOR HAMA N.VENICE,FL 34275 m -- A.LYNN it Li.Eft,P.E. EXTRUDER CODE. (941)-480-1600 o CA-5540 NTS h 11 OF 11 0? MD-55400.0 Wiz° A P,E.058705