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Home My WebLink AboutProduct Approvals, windows M IAM I-DADE '�. MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.L7ov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 j 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 "PW-5440"PVC Fixed Window—N.L APPROVAL DOCUMENT:Drawing No.MD-5440.0 titled"Vinyl Fixed Casement'Window NOA(M)", sheets I through 11 of 11, dated 09/09/14,with revision B dated 06/06/17,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:None 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, FIorida, 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 NOA916-0714.20 and consists of this page'1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. MIAMI•DADE COUNTY NOA No. 17-0614.07 t? �3 (� Expiration Date: September 24,2020 Approval Date: October 12,2017 Page 1 i PGT Industries,Inc. i NOTICE OF ACCEPTANCE: E_�IDENCE SUBNIITTED . A. DRAWINGS I 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 15-0415.02) 2. Drawing No. MD-5440.0 titled"Vinyl Fixed Casement Window NOA (NI)", sheets 1 through 11 of 11, dated 09/09/14, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. I 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 4S6 TPS spacer system, Duraseale 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. (Submitted under previous NOA No. 16-0714.20) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202194 3) Water Resistance Test, per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 i 5)Large Missile Impact Test per FBC,TAS 201-94 j 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5520/5420 PVC fixed windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated 09/03/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NDA No. 15-0415.01) 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 5540/5440 PVC casement picture windows,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8128, dated 02/10/15, signed and sealed by Idalmis Ortega, RE�� (Submitted under NOA No. 15-0415.01) Jorge M.Piasencia;P.E. Poduct Control Unit Supervisor NOA No. 17-0614.07 _ Expiration Date: September 24,12020 Approval Date: October 12,2017 E-1 i I PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i B. TESTS (CONT[NUED) 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202194 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 5540/5440 linyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by Idaimis Ortega, P.E. (Submitted under NOA No. 15-0415.0 1) 5. Additional,Reference test report FTL-8183 per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0415.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511. Edition (2014) and FBC-6t'Edition (2017), dated 09/15/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions'USA, Inc. for their"Bronze and Lighter Shades;of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inca for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. Jorge M.Plasencia;P.E. Pro uct Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,, 017 E-2 PGT Industries,Inc. 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-jth Edition (2014)and FBC-61h Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by-manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. 4. 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 previous NOA No. 15-0415.02) G. OTHERS 1. Notice of Acceptance No. 16-0714.20, issued to PGT Industries,Inc. for their Series "PW-5440"Vinyl Fixed Windows—Non-Impact, approved on 09/01/16 and expiring on 09/24/20. i orge M.Plasenciaj P.E. Pro ct Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,;2020 v Approval Date: October 12,,'2017 E-3 i TABLE 1: Glass Description Table Sheet WINDOW FRAMES MAYBE ANY OFTHOSE SHOWN BELOW: Type # # 1 718"I.G.:1/8"A Exterior Cap+5/8"Air Space+1/8"A 4 8 "A"=ANNEALED �]o ]C=2 718"I.G.:118"T Exterior Cep+5/8'Air Space+1/8"T 5 8 'T'=TEMPERED 3 7/8"I.G.:3/16°A Exterior Cap+1/2"Air Space+3/16'A 6 9 0❑ U❑ 4 7/8"I.G.:3/16•T Exterior Cap+112"Air Space+3/16•T 7 9. �6 BOX OR a 5 1"I.G.:1/4"A Exterior Cap+112"Air Space+1/4"A e 10 EQUAL 8 1"I.G.:1/4•T Exterior Cap+1/2"Air Space+1/4"T 9 10 FLANGE LEG 0 2 4 TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. 'MIN.OF 3 THREADS Distance Embedment* BEYOND THE METAL P.T.Southern Pine(SG=0.55) 7/16' 1318" SUBSTRATE. (Steell,,18$S.S. # SMS Steel,A36" 318" 0.050" "UNGROUTED CMU" E] 0 0 or 410 S.S.) Steel Stud,A653 Gr.33` 3/8" 0,0451'(18 Ga.) VALUES MAYBE ,1-CHANNEL a INTEGRAL a A Aluminum,6063-T51 3/8" 0.050" USED FOR GROUTED FIN P.T.Southern Pine(SG=0.55) 7/16" 13/8" CMU APPLICATIONS. 3116"steel Ultracon Concrete(min.2.85 Keil 1" 13/8" Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" P.T.Southem Pine(SG=0.55) 9/16" 13/8" 1 3 PRODUCT REVISED #12 SMS as complying with the Florida steel,18.8 S.S. Steel,A36• 318" 0.050" Building Coda ( NOA-No. 17-0614.07 or 410 S.S.) Steel Sims,6533-Tr.33' 318' 0.045. 3"Ga.) NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 B Aluminum,6063-T5` 3!8" 0.063" Expiration Date 09/24/2020 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) V 1-X81 114"steel Creteflex P.T.Southam PineSG=0.55 1" 1ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES By �- ( ) -18" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.9,SHEETS 8.10. Miami-D a Product Control 114"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" LONG LONG�l �_SIDE •-{ +{ SHORT I►- 1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1314" I^ __SIDE_--_�_ I I- -SIDE C Ungrouted CMU, ASTM C-90 2-112" 1-1/4" T - T -- 9 ( ) T-� - T --- -� r- --1 114"steel Cretellm Concrete(min-3.35 ksi) V 1314" ) - - T -- — - 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112° 1314" Be o_o �/ 0_0 Concrete(min.3.35 ksi) 2-112" 1-314" w l N h N � h 11 11 w D 114"steel Creteflex Ungrouted CMU,(ASTM C-90) 2-1/2" Concrete min.3.275 ksi 1-1/2° 1311)" LONG LONG LONG LONG LONG O J� 1/4"steel Aggre-Gator SIDE F� SIDE I 1- SIDE ^{ F- SIDE �I I- SIDE `1 z y NO CHANGES THIS SHEET. Grouted CMU,(ASTM C 90) 2" 2" T r--- T All r___ T - -, r , O ofo� 010oo /a oo) I 00 "sTABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN NI �/ L- -J .L L J 1 Group Anchor Substrate Min.Edge Min. 1 E 2-1/2'x.131"Common Nall P.T.Southern Pine SG=.55) Distance Embedment' `��`t I�(LYN/S/,'oif, ( 1070 TECHNOLOGY DRIVE - `j`�� ' 2-1/2"Ring shank Roofing Nail P.T.Southern Pine(SG=.55) 3!8" 2-7116' Material Min.F Min.F" ti �� '1 tCENSF'•.�(� F, N.VENICE,FL 34275 Q: p P.T.Southern Pine(SG=.55) 1/2" 1318• Steei Screw 92 ksi 120 ksi _ #10 7n sshead SMS (941)-480-1600 No.59705 (steel,18.8 S.S. Aluminum,6063-T5` 318" 0.050" 1&8 screw EO ksi 95 ksi or 410 S.S.) Steel Stud (,Gr.33` 318" 0.0451' 18 Ga.) 410 Screw 90 ksi 110 ksi ® 'C( COPYRIGHT02017 PGT RIGHTS RESER 151RiES,INC. Q. P Steel,A36' � 3!8" 0.050" Elco AggreGalorO 57 ksi 96 ksi CERT.OF AUTH.429296 ALL RIGHTS RESERVED A717t MIN.OF 3 Oc0 UlhaCeRe 155 ksi 177 ksi 4 #12SMS P.T.Southern Pine(SG=.55) 9116• 1-/8" THREADS 410 SS Bice CreteFlet& 127.4 ksi 189.7 ksi " VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9114 � � °(oRtD?,•' \2�` Aluminum,6063-T5" 3/8" 0.083" BEYOND 8083T5ANMndn 18 ksi 22 ks1 ins Gam+ (steel,18-8 S.S. Steel stud,Gr.33` 3!8" 0.050" THE Ur.33 stud 33 ksi 45 ksi " GLASS/ANCHORS/FRAME OPTIONS o mr J ROSOWSKI or 410 S.S.) METAL o r r r Steel,A36' 3/8" 0.050" SUBSTRATE. " > A.LYNN MILLER P.E. -----— - - - - - -P_W=5440- NTS_ -2.OF-11-o z-MD-5940-0= -13-- —P.E#58705 - ►1 ..1 _P INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EDGE DISTANCE t/4"MAX. FRAME INTO 2X WOOD SHIM 114"MAX. --T FRAME OR BUCKSTRIP. 2 4 SHIM- t SEE NOTE 2,THIS SHEET. EDGE �0 5 OQ EDGE FLANGE EMBEDMENT DISTANCE DISTANCE FRAME 1 SHOWN � —L_L 1"THICK LG. - TYP,ANCHOR TYPE, Q O U TYP.ANCHOR TYPE, �1l4•MAX.SHIM EMBEDMENT AND EDGE EMSEDMENTAND 2 TYP.ANCHORTYPE, DISTANCE PER —EDGE DISTANCE SUBSTRATE ,BEEPER SUBSTRATE EMBEDMENTAND �a EET 2. SEE TABLE 2,SHEET2. TABLE 2.SHEDGE DISTANCE PER SUBSTRATE,SEE 7/8'THICK I.G. TABLE 2,SHEET 2, 0 FLANGE EXTERIOR VISIBLE LIGHT WIDTH 6 FRAME n EQUAL. a Q 5 SHOWN V LEG/BOX NOTES: BUCK WIDTH FRAME SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION 7/8"THICK I.O. OPTION SHOWN MAY BE USED ON ANY SIDE OF THE PRODUCT REVISED WINDOW. as complying with the Florida DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. Building Code 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2 NOA-No. 17-0614.07 BUCK VISIBLE PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN 1/4"MAX. Expiration Data 09/24/2020 HEIGHT LIGHT 1-1/2"THICK ARE TO BE CONSIDERED IX SHIM INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL --r•{ 1/4'MAX.SHIM By ... HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD SMS(G5),SEE Nllaml- de Product Control BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET 2. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER 1'THICK I.G. LOADS TO THE STRUCTURE,WOOD BUCK DESIGN 7 AND INSTALLATION IS THE RESPONSIBILITY OF-THE ENGINEER OR ARCHITECT OF RECORD. T VISIBLE LIGHT WIDTH G)HEIGHT(ALSO REFERRED O TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. FLANGE EQUAL FRAME LEGIBOX NO CHANGES THIS SHEET. SHOWN FRAME � TYP.ANCHOR TYPE, SHOWN `o EXTERIOR EMBEDMENTAND o EXTERIOR •� a 4 EDGE DISTANCE PER INSTALLATIONID INSTALLATION SUBSTRATE,SEE OPTION 4 OPTION 4 EQUAL- TABLE 2,SHEET 2. LEGIBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL `\ r FRAME SHOWN �1/4 MAX•SHIM 1070 TECHNOLOGY DRIVErr7)c= \��.•' VIGENSF'•�� N.VENICE,FL 34275 Q' a T _ No.58705 (041)-480-1600 *:• : 3c EMBEDMENT • ,r•�• COPYRIGHT 02017 PGT INDUSTRIES,INC. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �O STA E O -'4(/- INSTALLATION VISIBLE LIGHT FORMULAS .t�',. F �� WIDTH:BUCK WIDTH-63/4" (� <ORIDP,•'• \�� ANCHOPI OREDOTHROUGH EDGE DISTANCE HEIGHT:BUCK HEIGHT-63/4" VINYL 0 9/9/14 �'�.`rS��IVAL•ENG�� FRAME DIRECTLY INTO VERTICAL SECTION B-B o FLANGE&EQUAL-LEG/BOX FRAMES oma, JROSOWSKI r/1 r1111111 CONCRETFJCMU, A LYNN MILLER,P.E. - - -- --- y P.E. PW-U40 NTS h -3-OF 11 oz -MD-5440.0 a B __ n ., a j INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNFL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 1/4"MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4"MAX.SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I-+- EDGE DISTANCE ANCHOREDTHROUGH INTEGRAL FIN INTO 2X WOOD EMBEDMENT O FRAME OR BU SS HEE SEE SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. EDGE DISTANCE EDGE 1 3 . DISTANCE �O 5 OQ I J-CHANNEL FRAME O SHOWN effill/4"MAX.SHIM 1'THICK I.G. T TYP.ANCHOR EMBEDMENT li TYPE, EMBEDMENT 1 a ANCHOR TYPE,EMBEDMENT AND EDGE AND AND EDGE DISTANCE PER DISTANCE PER f en SUBSTRATE,SEE TABLE 3,SHEET 2. SUBSTRATE, (NAIL SHOWN) SEE TABLE2, Jz D o INTEGRAL EMBEDMENT TYPE, SHEET 2. 7/8"THICK I.G. FIN EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE 3,SHEET 2. B a D FRAME JJ�� (NAIL SHOWN) SHOWN V NOTES: BUCK WIDTH 1)USE ONLYSUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ' ANCHORS LISTED ON TABLES 2&3,SHEET 2. 718°THICK I.G. FOLLOW EMBEDMENT AND EDGE DISTANCE DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. PRODUCT REVISED LIMITS.ANY INSTALLATION OPTION SHOWN MAY MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. as complying with the Florida BE USED ON ANY SIDE OF THE WINDOW. Building Code NOA-No, 17-0614.07 2)MASONRY ANCHORS MAY BE USED INTO WOOD BUCK VISIBLE AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS F.xplratlon Date-O /24/2020 HEIGHT LIGHT THAN 1-1/2^THICK ARE TO BE CONSIDERED 1X #10 OR#12 STEEL 1 HEIGHT1 INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 114°MAX.SHIM SMS(G5),SEE 14^MAX By By IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. TABLES 2&3, SHIM Miam Da ProductControl- WOOD BUCKS DEPICTED AS 2XARE 1-12°THICK SHEET2. OR GREATER.1X AND 2X BUCKS(WHEN USED) �O 1"THICK I.G. SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD Q -- - - ---- - -BUCK DESIGN-AND INSTALLATION IS THE--- -- - - - - - - --- RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Q O 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS FIN AND/OR MEASURED FROM BEADING TO BEADING. FLANGE MAY BE NO CHANGES THIS SHEET. 3 REMOVED IN-FIELD G INTEGRAL FIN EXTERIOR ° EXTERIOR FRAME SHOWN n INSTALLATION OPTION 7 V INSTALLATION OPTION 8 a INTEGRAL INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN 1/4°MAX. INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2.FRAME SHOWN o SHIM `�.�aONY.LYNN. 1070 TECHNOLOGY DRIVE `Qa` LICENSE EDGE VISIBLE LIGHT FORMULAS (9 VENICE,FL 34275 No.58705 INSTALLATION DISTANCE (941)480-1600 WIDTH:Bucl<wIDTH- AN OREDOPTIOCOPYRIGHT 02017 PGT INDUSTRIES,INC.THROUGH HEIGHT:BUCK COPYRIGHT ''O 1 .,•I = I CERT.OF AUTH.#29298 ALL RIGHTS RESERVED da INTEGRAL FIN INTO 2X O '. F WOOD FRAME OR NI)W NOA 9/9/14 E = VINYL FIXED CASEMENT WINDOW C� ''•:°�ORIOA-.•'' _. I BUCKSTRIP.SEE NOTE 2, EMBEDMENT ( 12 THIS SHEET. TYP.ANCHOR TYPE,EMBEDMENT �s/Q• �� AND EDGE DISTANCE PER o J-CHANNEL&INTEGRAL FIN FRAMES oma J ROSOWSKI NAL 111111 VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. (SCREW SHOWN) '� m 3 u A LYNN MILLER,P.E. P_W_-5440_ NTS. 4 OF 11 a z MD-5440.0 B m B.E#_68205 - __I— ILLUSTRATION OF FIXED CASEMENT- ILLUSTRATION OF AWNING-TO-CASEMENT-TO-FIXED CASEMENT(x/x/0) TO-FIXED CASEMENT(00) (FLANGE FRAME WITH DIFFERENT 5440 SERIES PRODUCTS COMBINED) 5440SERIES (EQUAL LEGBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING A=63'MAX.FOR FOXED CASEMENT WINDOW A)INDIVIDUAL A)INDIVIDUAL A-40'MAX.FOR CASEMENT B)COMBINED (SILL) COMPONENTS: 5440 SERIES FIXED CASEMENT A=60"MAX.FORAWNING FRAME ASSEMBLY TUBE/MULL 5440 SERIES COMPONENTS: I COMPONENTS:' VERTICAL _ SHALLOW,FLUSH CAP AWNING SECTION FFSHALLOW, ASSEMBLY 0 5440 SERIES WINDOW //\ A WINDOANCHOWR TUBE/MULL FIXED CASEMENT / \ 4"MAX. FRAME SEE - -- 5440 SERIES ASSEMBLY //\ WINDOWS CASEMENT TUBE/MULL F+ �� \ 4"MAX. APPROVAL WINDOW FOR ANCHOR (HEAD) MAXIMUM DESIGN FINFO PRES \ + SING THE FRAME RE WHEN USING T 5440 SERIES 127-1/4'MAX. CASEMENT 127 1/4"MAX ASSEMBLY TUBEIMULL, WINDOW 84"MAX AMULLION SEE NOTE 2: ANCHOR SEE NOTE 3, +/-70.0 PSFj THIS SHEET FRAME ASSEMBLY - EXTERIOR TUBE/MULL —_ B)COMBINED G+--- a 6440 WINDOW(SILL) CASEMENT SEMENT COMPONENTS: 8"MAX.,SEE NOTE 3,THIS SHEET � 4•MAX ADDITIONAL MULLION ANCHOR 6440 SERIES 4""M . SEE NOTE 3,THIS SHEET FIXED CASEMENT SERIET u PRODUCT REVISED WINDOW VERTICAL 8ing with the Florida 8"MAX 0=1Code WINDOW SEE NOTE 3, SECTION G-G NOA-No. 'I7-0614.07 ANCHOR THIS SHEET Expiration Date 0 912 4/2 02 0 E E 'UNDER SEPARATE APPROVAL By 63"MAX. MlarnizDaVroduct Control FRAME ASSEMBLY TUBE/MULL NOTES,ALSO SEE NEXT SHEET: FRAME ASSEMBLY TUBE MULL 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME SEE WINDOWS APPROVAL TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE.TYPE,SHAPE.QUANTITY FOR ANCHOR INFO - - - AND FRAME ASSEMBLY-TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE - ---- -- -- - -- — --- --- --- ---------- - ------ -- I GUIDELINES OF THIS SHEET. T� 127.114"MAX ►� 5440 SERIES SHALLOW, 2)ANY 5440-SERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER FIXED CASEMENT FLUSH SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME WINDOW(HEAD) CAP C)HORIZONTAL ASSEMBLY TUBE/MULL,IN ANYSEE TO THE SPAN AND WIDTH LIMIT SHOWN. NO CHANGES THIS SHEET. SECTION E-E: FOR ALL WINDOWS IN THE ASSEMBLY,MBLY,USE EACH WINDOWS INDIVIDUAL APPROVAL FOR SHALLOW,FLUSH CAP ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBE/MULL APPLIES TO THE ENTIRE N 5440 SERIES 5440 SERIES ASSEMBLY. FIXED CASEMENT FIXED WINDOW CASEMENT 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED WINDOW TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUSE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX FRAMES.FOR FIN OR J-CHANNEL FRAMES ADDITIONAL ANCHORS AND END CAPS ARE REQUIRED AS SHOWN ON SHEET 6. 7070 TECHNOLOGY DRIVE ��.�'' LICENSE'•�� 4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE N.VENICE,FL 34275 Q': •�` FRAME ASSEMBLY TUBE/MULL MIN.#10 X3/4"SMS @ 1T FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10X3(4 SHEET METAL '• MAX O.C.THROUGH SCREWS.USE THE SAME SPACING AND QUANTITY AS THE WINDOW INSTALLATION (941)-480-1600 Tk N0,58705 DEEP,FLUSH CAP EXTERIOR INSTALLATION HOLES,SEE ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 1T MAX.O.C.,ADD ADDITIONAL ® - SEE SHEET 6 FOR FRAME WINDOWS APPROVAL FOR ANCHORS AS NEEDED.THE FRAME ASSEM13LYTUBE IS NOT REQUIRED TO BE CLIPPED COPYRIGHT@ 2017 PGT INDUSTRIES,INC. L"i ASSEMBLY TUFORBE/ FRAMEUWON ANCHOR INFO. TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. CERT.OF RUTH.#28296 ALL RIGHTS ItesERveO i�O�• STA F •,•��` DETAILS 5)THE FRAME ASSEMBLY TUBE/MULL MAY NOT EXCEED 63"IN LENGTH OR BE USED IN ;' VINYL FIXED CASEMENT WINDOW NOA(NI) 9/9114 ��s'.,'�<oRtgP,.••'�Z�` A TO OF 12-114'IN WIDTH OR TEE OR ROSS HEIGHT,FROM WINDOW BUCKTO WINDOW BUCTIONS.TWO A6JACEIrr WINDOWS MAY NOT KC NCELUDINGTAL o FRAME ASSEMBLY TUBE DETAILS A o,tJ ROSOWSKI 'S1�O�A�,ENG`�` THE FRAME ASSEMBLY TUBE/MULL WIDTH. PW 5440 ° NTS v 11 _ MD-5440.0 B LYNN MILLER E. 5 OF - - __ - _ ___ - __-- ___ __ _ _ _ __N__ •-^. - h - P.E.#58705 I EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUSE/MULL,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• END CAP TO SPAN BOTH INSTALL 11 ADDITIONAL GROUP E 127-1/4'MAX WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR 127-1l4"MAX SEE NOTE 2,SHEET 5 SILICONE. 7 ADDITIONAL GROUP F ANCHORS. 63"MAX ®o ® 00 ® e e Goo 10 00 ® ------ 63" I - 1-1/4" MAX. 127-1/4•rM.D 7(L�T' MAX L FIXED FU(ED FIXED FIXED � -' 127-1/4'MAX. 127-1/4" 2 OR MORE WINDOWS WITH VERTICAL 'T�-- NfAX FRAME ASSEMBLY TUSEIMULL, } 255-3/4" (4 WINDOWS MAX.) �127-1/4•1-1/4" MAX. EXTERIOR I-�— 127.1/4'MAX. �// �/ �/\ MAX 2 OR MORE WINDOWS(4 WINDOWS FIXED ` MAX.)A ASTH HORIZONTAL SEMBLY TUBEIMULL�E AWN.' CASEMENT I A1NN.' 255-3/4'MAX.MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED SIDE VIEW ASSEMBLY TUBE/MULL VARIOUS WINDOW as complying with the Florida TYPES AND SIZES(4 WINDOWS MAX.) Building Code NOA-No. 17.0614.07 A=63'MAX.FOR FIXED CASEMENT r A=40'MAX FOR CASEMENT Expiration Date 09/24/2020 NOTES FOR FRAME ASSEMBLY TUBE END CAP: FRONT VIEW FRAME ASSEMBLY TUBE/MULL I A=60'MAX FOR AWNING By 1)APPLIES TO FIN OR J-CHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: � A Miami oProduct Control 2 REFER TO SHEET 5 FOR THROUGH-FRAME 1-1/4° REQUIRED AT HEADER/SILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. ,6jFNm � 'UNDER ANCHORAGE AND THIS SHEET /� E. SEPARATE 3)ALL WINDOW TYPES AND FRAME ASSEMBLY TUBE ORIENTATIONS APPLICABLE,SEE SHEET 5. FOR NAIL FIN ANCHORAGE DETAILS APPROVAL TYP.AT ALL FRAME ASSEMBLY-TUBE ENDS - -�-- - -------—- - ---- - -- 4)END CAP MAY REQUIRE IN TRIMMING.STANDARD LENGTH IS 14'. BOTH HORIZONTAL AND VERTICAL 127 1/4' 255-MAX. qy�i MAX1C '/ 127.114" MAX. 1150• t'asE.• NO CHANGES THIS SHEET. J _ 1 1.874" --�-�� 1* �'� �"F- REMOVE FOR 2 OR MORE WINDOWS(4 WINDOWS MAX)WITH 1.874 --1— FIN APPLICATIONS HORIZONTAL FRAME ASSEMBLY TUBElMULL. ` VARIOUS WINDOW TYPES AND SIZES. .100" 3.250. .375• .627• LYN ,.440 r� \, A\'. .....!Y2j� oso° oso^ -7 1070 TECHNOLOGY DRIVE r' 1lCENSF •,�� OSHALLOW,FLUSH ODEEP,FLUSH i J •D55^ N.VENICE,FL 34275 = �' =_ No.58705 91 cAP,PVC 52 cap,PVC — +664^ (941)-480-1600. EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. 93 FRAME ASSEMBLY TUBE COPYRIGHT®2017 PGT INDUSTRIES,INC. �y/� END CAP,PVC CERT.OF RUTH.#29295 ALL RIGHTS RESERVED ��Q•'• r /{/` 90 FRAME ASSEMBLY - ��•,• •, (V` TUBE,ALUM 6005-TS VINYL FRED CASEMENT WINDOW NOA NI 9!9/14 '�,� Ft ORIDI.•' ti ( ) g NAL ANG o FRAME ASSEMBLY TUBE DETAILS B om J RCSOWSKI III FRAME a OF,, 3z°_MD_544D_D m B. A.LYNN MILLER,P.E. P.E.#58705— - t' • a a PRODUCT REVISED as eomplying with the Florida BUIlding Code NDA-No. 17-0614.07 Expiration Date 9/24/2020 By Mlaml-Da roduot Control —�-{ 7/8"NOM. 7/8"NOM. 7/8"NOM. 718"NOM. 1/8"A GLASS I 1/8"T GLASS I I 3/16"A GLASS I I 3/16"T GLASS 5/8"AIR SPACE 5/8"AIR SPACE 1/2"AIR SPACE 1/2"AIR SPACE 1/8"A GLASS 118"T GLASS 3/16"A GLASS--\ 3/16"T GLASS NO CHANGES THIS SHEET. a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 80-83 80-83 80-83 80-83 p GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 20 " w m � o 0 o N z alae ZU. (0n Q ---(I Sc =ui— sa o 1'NOM. +� 1"NOM. W e -oN c_� O oma r> fl 1/4"A GLASS 1/4"T GLASS gTMPGLASS Z �' 0 LL 1/2"AIR SPACE--, 1/2"AIR SPACE ePe3 z O 114"A GLA55 1/4"T GLAS 8 7 a 74 -- m- ® m W E)(TERIOR aEXTERIOR + Q J U F¢ Z 80-83 80.83 78 ¢ W p a°'S X O O iL J Z N EXTERIOR a❑� U Z GLASS TYPE 5 GLASS TYPE 6 a � j � a o alll -asap sauas LYNAN TYP. GLAZING DETAIL Q�:• �IaENs .lam *: No,58705 O 5 F •�/ GLAZING NOTES: S10NAL "A"=ANNEALED 11111111W "T"=TEMPERED A.LYNN MILLER,P.E. PRODUCT REVISED TABLE 4: as complyln with the Florida Window Design Pressure,(+/-psf) Lbe B,b ebb Building coda for Glass 1 NOA-No. 17-0614.07 1/8"A Cap-Airspace-118"A Typo: F[plration Date 09/2412020 Window Long Side(n) TABLE DIMENSIONS MAYBE • Dimensions 51.05 54 56 58 62 64 68 72 76 80 84 87 ORIENTED VERTICALLY OR By 18 +801-93.7 +801-92.6 +80/-97.9 +80%91.3 +80/-90.3 +80/-89.8 +80/-88.9 +801.88.2 +801-87.5 +80/_86.9 +80/-86.4 +80/$6.1 HORIZONTALLY AS SHOWN. Miami-Dad roduc!Control 20 +801-86.4 +80155.2 +80/-B4.5 +801-83.5 +80/-80.8 +/_79,4 +/-77 +1_75.2 +/_74 +1.73.1LONG +/_72,2 +1_71,5 SIDE 22 +801.80.3 +/-75.2 +/-73.3 +/.71.5 +/.68.4 +/-87 +/-64.4 +1.62.5 +/.60.7 +/_59.2 +/-58 +/_57,1 +- LONG SIDE 24 +1-75.6 +/-71.3 +/-68.2 +/,65.7 +/.60,7 +/58.5 +1.55.3 +1-53.1 +/-51.1 +/-49.7 +1.482 +/-47.3 T- 26 +1-71.7 +/-702 +/-67 +153.5 +/56.7 +/54.7 +/-50.9 +/-47.7 +/45.5 +/43.7 +1-42.3 +1-412 SHORT 28 +1-68-3 +1-67 +/-66.1 +/53.5 +/56.3 +/_54 +/-49.5 +1.45.5 +/.42.8 +/-40.3 +/-38 +/-37.1 SIDE 30 +155,6 +/54.1 +/-63.2 +1524 +/_56.9 +1-54.4 +/-49.7 +l-45,4 +/-42A +1_38.8 +1.36.4 SHORT SIDE 32 +/-632 +/-61,7 +/50.8 +/-59.9 +/57.8 +/_54,9 +/_502 +/-45.9 +1-425 +/-58.9 NO CHANGES THIS SHEET. rn 34 +1.612 +/-59.6 +/58.e +1-57.8 +1.56.3 +155.1 +1-50.8 +1.46.4 +/-43.2 t 36 +/-59.6 +1.57.9 +/.56.8 +/-55.9 +1-54.4 +/-53.7 +/-50.8 +146.6LONG SIDE rn 38 +l-582 +/-58.4 +/_55.3 +/-SCS +/S27 +1.52 +149.5 40 +/-57.1 +/-55.1 +/_54 +l-53 +/51.3 +1-50.5 . SHORT 42 +/-56,2 +/-54.1 +/52,9 +/-51.8 +/-50 MAX.C.C.SPACING IF ANCHORING MAX me SPAO NG IF ANCHORING SIDE LONG 44 +/-55.5 +/-53,3 +/-52 +1-50.8 THROUGH THE FRAME PER SHEL753&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE _ ` ^m co a 46 +/-54,9 +1-526 +/_51.1 APPLIES 70 A,B,CORDANCHORS APPA ES TO OR FANQIORS I a. u� rn 48 +/-53,5 +/-50.8 (SEETABLE2) (SEETABLE3) l_ m O C O �d 51.05 +/-50.6 N z oj°a SHORT I- O m �u°) Z SIDE f 19 C)J O y ,fB p Z LL C) n Q uxwO o C9 TABLE 5: U V o Z Window Design Pressure,(+I-psf) Lk.Wl.tabb H2 1 3r •DMN A10 for Ghss 2 O LU O 1/8"T Cap-Airspace-1/8"T Typo: 1- z Z Window Lang Side 6 U)n) u D menslonsO 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z BM ro _ 32 __P+80/842 +80/-96.6_ +801-95.8__+801.94.7_ +80/-93.9 +80/-92.4 +80f-91.4 +801.90.5 +80L&9.5 -+80/-68.7 _+80/,87.7 +80/-88.7__+80%86.4. __ __ _ _ _______ __._ _LU _F 34 +80%92,8 +801-91.8 +80/-90.9 +80/-90 +801-88.5 +80%87,5 +801-86.6 +801.65.5 +80/-84.7 +80/-83.8 +801-826 +80/-823 ® W W laay5 36 +801-89.6 +801-88.5 +801.87.6 +801-38.7 +80!;35,1 +801-84 +801-83.1 +801.81.9 +80/-812 +/-80 +/_70 +/-78.7 ` CO y H 38 +801-86.7 +80/-85.6 +801-54.6 +80/-83,7 +801.82.1 +801-81 +/50 +/-78.6 +1_78 +/-76.9 +/_75.8 ? UO W Z 40 +80/-84.3 +801-83.1 +801.821 +801.81.1 +/-79.4' +/_78.3 +1.77,3 +/_78 +/-75.2 +/-74 a w � 42 +80/521 +80/-BO.9 +1-79.8 +1.78.8 +/_77 +1.75.9 +1-74.8 +1.73.6 +1-72.7 O LL Z m 44 +801-B2.4 +801-80.3 +/_79 +/_77.9 1 +1_76.8 +/_75 +/-73.7 +/-72.7 +1.71.4 w -j 0 6 63 w 46 +801-80.9 +/-78.6 +/_77.3 +1-76.1 +/_75 +/-73.1 +/_71.8 +1.70.7 O a t 48 +/-79.7 +/-77.3 +/-75.9 +/-74.6 +/-73.5 +/-71.5 +/-70.1 apy •osaO saua5 to 50 +/-78.6 +/-76.1 +/-74.e +/-73.3 +/-72.1 +/-70 52 +1-77.1 +/-75.1 +/-73.5 +/-722 +/-70.9 P 71.1 54 +/- FRAME THROUGH THE INTEGRAL FIN PER `�� WYILYNNtij��. +/_742 +l-72.6 +/.71.2 THROUGH NOTES: �� '�,N tCENSF' 56 +/-76.6 +1-73.6 +/-71.9 APPUESTOB,CORDANCFMRS APPUESTO F ANCHORS 1)BUCK DIMENSIONS SHOWN. Ql�.• ..(t5�:i 58 +/-76,3 +/-73.1 (SEETABLE2) (SEETABLE3) NO.58705 60.926 +/_76.1 155 4" NEXT AVALLAB EFOR SIZES T SHORT OR OR LONG DIMENS ON.N,ROUND UP TO THE _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2). � •:� ('ry//� ��;' �� FIND THE SMALLEST SQUARE WINDOW SIZE IN O•'. STRT6 THE TARLE(S)ABOVE WHICH THE ARCHITECTURAL ��•'•.,FLORION.•' WINDOW WILL COMPLETELY FIT WITHIN. ONAL 11 11 ttltl A.LYNN MILLER,P.E. P.FJE 58705 - TABLE 6: PRODUCT REVISED as Fom 1 In with the Florida We IhB table TABLE DIMENSIONS MAY BE Building o e Window Design Pressure,(+/_pg� P Y for Glass 3 ORIENTED VERTICALLY OR NOMNo,C 17-0614.07 3/16"A Cap-Airspace-3/16"A Type: HORIZONTALLY AS SHOWN. Expiration Date 09/24/2020 Window 3/16" Side(in) LONG Dimensions 69.65 71 73 75 1 78 80 85 86 89 92 96 99 SIDE By �-- LONG SIDE /d Miaml-D Product Control 32 +/-76.9 +/_76.4 +/-74.3 +/-725 +/-70.6 +/_69,3 +/•662 +/55.7 +1-64.1 +/-626 +J-60.8 +/-59.8 y 34 +/-73.7 +/-73.3 +/_71.3 +/-69.7 +/•66,8 +/-65 +l-61 +150.3 +/_58.1 +/-56.3 +154,7 +/53.8 T- 36 +/71 +/-70.5 +/_69.8 +/57.9 +/•84,4 +1-625 +/.57.2 +/-56.3 +154.7 +/.52,9 +/_50.9 +/-49.7 SHORT SIDE 38 +/-68.6 +158,1 +/57.4 +156,8 +153,5 +/_61 +/55,6 +/_54.9 +/_527 +/50.6 +/-48.2 +/-46.4 � � SHORT 40 +1-66.4 +155.9 +/55.2 +/-64.6 +/53.2 +150.7 +/55,1 +/-54.2 +/-52 +/-49.7 +/_46.4 +1145.2 SIDE 42 +/54.6 +/-64 +/-63,3 +/-626 +/-61.7 +150,5 +/-55.1 +/54.2 +/-51.7 +/49.1 +/-06.3 +/-44.5 44 +1-62.9 +/52.4 +/51.6 +/-60.9 +/-60 +/-%4 +/55.1 +/-64.2 +/•51_B +/-49.1 +/-46.1 +/-44.5 T 46 +/-61.5 +/-60.9 +/-60.1 +J-59.4 +/-56,4 +1-57.8 +/55.1 +/54.2 +/51,8 +149,3 +/-46.3 +/-44,5 LONG SIDE -� I} NO CHANGES THIS SHEET. 48 +/-60.2 +/-59.6 +/-58.8 +/-58 +1-57 +/-56.4 +/-55 +/-54,2 +/51,8 +/.49.5 +/_46,4 +/-44.6 T o_ 50 +/_59.1 +/-58.5 +/-57.6 +/-56.8 +/-55.8 +155.1 +/_53,7 +/53.4 +/51.8 +/.4g,5 +/�6,6 SHORT ,a/ LONG N 52 +/58.1 +/-57.5 +/58.6 +/_55.8 +/_54,6 +/-54 +1525 +/.522 +151.5 +/.49,3 SIDE SIDE a 0 ri 54 +157.3 +/56.6 +/55,7• +1.54.8 +/53,7 +1_53 +/-51.4 +/_51.1 +150.4 56 +/56.6 +/55.9 +/54,g +/54 +1.52.8 +/52 +150.4 +(502 57 +/-56.3 +1-55.5 +1.54.5 +/_53.6 +/-524 +/-51.8 +1.50NOTES: I d llJ z Y m 60 +/55,5 +/-54,7 +/-53,6 +/-52,6 +1-51.3 +/50,5 1)BUCK DIMENSIONS SHOWN. ` SHORT L__ w W •Aen 62 +155.1 +/-54.2 +/53.1 +/-521 +/-50.7 MAX O.C.SPACING IF ANCHORING MAX.O.0 SPACING IF ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE --'( SIDE 1� �p ��ouu O O 64 +154.8 +153,9 +/-527 +/-51.6 THROUGH THE FRAME PERSHEE753&4 THROUGH THE INTEGRAL FIN PERSHEET4 NEXT AVAILABLE SHORT OR LONG DIMENSION. N gy aio0 Q si a n 66 +/-54,5 +/53.6 +J-52.4 APPDES 7D A,B,COR DANCHORS APPLIES TO EOA FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), �C�7 � ^ n 68 +1-53.6 +153.1 (SEETABLE2) (SEETABLE3) FIND THE SMALLEST SQUARE WINDOW SIZE IN O LL- 69,&5 +152.6 B-FOREANCHOR5,4"FORFANCHORS THE TABLES)ABOVE WHICH THE ARCHITECTURAL z o' WINDOW WILL COMPLETELY FR U U WITHIN. =C)r O 6 ®� Z TABLE 7: W S2 0O Jahn Window Design Pressure,(+h psf) Lhe Ihh iabw o> z m lar pass 4 v 3116°T Cap-Airspace-3/16"T TyP„ Z 3: LU O WindowLangSide(in) w Q rn Dimensions- --81:52- - 83-- - -85 87 -- 89 92 94 97 99 103 107 110 173 118 122 126 132 138 144 - - - _ a, :E -w-lacus _-- 46 +80/-94 +80/-93.3 +80152.5 +80/-91.7 +801-91 +801-89.9 +801-89.3 +80/58.4 +801-87.9 +80/..88.8 +801-85.9 +80/-85.3 +BO/-84.7 +80/-83.8 +801-83.1 +801.825 +g0/-81.7 +801-80.9 +B0/-80,3 ® LUIt 48 +801-91,6 +80/-90.9 +80/.90,1 +80/-89.3 +801-88.5 +801.87.5 +80/-88,8 +80/-85.9 +801-85.3 +80/-84.3 +80/-83.3 +801-82.7 +BO/-82.1 +80151.2 +801-80.5 +/-79,9 +1_79 +/-78.3 = UZ 50 +801.89.5 +801-88.8 +801.87.9 +80/_87.1 +801-86.3 +80/-85.2 +801-84.5 +80/-83.6 +801.83 +801-62 +80/-81 +801.80,3 +/_79.7 +/-78.7 +1-78.1 +/-77.4 +/-76.6 a w mw.ara's 52 +801-87.6 +801-86.9 +80/56 +601-85.1 +80/-84.3 +80/-83.2 +80/-B2.5 +801.81.5 +801-80.9 +/_79,8 +/_78,8 +/78.1 +1.77.5 +/-76.5 +1_75.8 +1_75.2 LLo X d 0 54 +801-65.9 +80/-65.2 +801.84.2 +801-83.3 +80/-82.5 +801-81.3 +80%80.6 +1-79.6 +/_79 +/_77.9 +1.76.9 +/-76.2 +/_75.5 +/-74.5 +/-73.8 LL Z w -j C� 56 +80/•84,4 +80/-83,8 +80%82,6 +80/-81.7 +BO/-80.8 +/_79,7 +/_78.9 +1-77.9 +1-T1.3 +1.76.1 +1_75 +1-74.3 +1-73.7 +/•72.6 O Z W a 58 +801.83 +80/-822 +801-81.2 +801.80.2 +1_79.4 +/-78.1 +1_77,4 +/_76.3 +/-75.7 +I-74.5 +/-73.4 +/_72,7 +1_72 > 0 c 80 +80/-81.8 +801-81 +/-79.9 +/-78.9 +1-78 +1-76.7 +1.76 +/_74.9 +/_74.2 +1-73 +/71.9 +/_71.1 alis 'nsa0 aauaS m 62 +801.80.8 +J-79.9 +1.78.8 +1.77,8 +/-76.8 +/_75.5 +/_74.7 +/-73.6 +/-72.9 +1-71.6 +/_70.5 v iii 64 +/-79.8 +/-78.9 +I-77.8 +/_76.7 +/_75.7 +1-74.3 +/-73.5 +/-72.4 +/-71.B +/-70.3 �� `/LYN r 67 +/-78.6 +/-77.7 +/_76.4 +/-75.3 +/-74.3 +/_72.8 +/_72 +/_70.7 +/_70 �N" "N�� r 68 +1-78.3 +/_77.3 +1-76.1 +/-74.9 +1-73.8 +/-72.4 +/_71.5 +1-70.3 � Q•;' .,-� 70 +1-77.7 +/-76.7 +/-75.4 +1-74.2 +1-73.1 +/-71.5 +/_70,5 _�} No.58705 278 +1.77.2 +/_76.1 +1.74.8 +/-73.5 +/-72.4 +/-70.8 = t +/-76.8 +1.75.7 +l-74.3 +/-73 +/-71,8 MAX.O.C.SPAUNGIFANCHORING MAX O.C.SPACINGIf ANCHOR NG C THROUGH THE FRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 -�O SATE OF" .'•�� +/-78.5 +/-75.3 +/-73.8 +/_72.5 .n'•, +1-76,3 +/-75 +/-73.5 APPLIES TO B,COR DANCHORS APPUESTO FANCHOR5 � �OR1.... c+/_76.2 +1-74.9 (SEETABLE2) (SEETABLE3) ss 0 E `GN�15.5° 3.3" AliN1100" A.LYNN MILLER,P.E. TABLE 8: PRODUCT REVISED as complying with the Florida Window Design Pressure,(+/-psf) Useiha tabs TABLE DIMENSIONS MAYBE Building Coda 114"A Ca Airspace-114"A fs,Ghss $ ORIENTED VERTICALLY OR NOA-Mo. 17.0614.07 Window p p Long Side(in) ryPO' HORIZONTALLY AS SHOWN. LONG Expiration Date 09/2412020 Dimensions0+1-63.9 B3 85 87 89 92 94 97 99 103 107 110 111 SIDE By f+- LONG SIDE Mia i- e Product control 46 +/18.7 +/16.1 +/-65.3 +/-63.2 +/-60.1 +/58 +/•55.1 +/53.8 +/51.3 +148.8 +/-48.8 � +146.4 48 +/-65 +/.64,3 +/-63.8 +/.62.8 +/-59.8 +/57.6 +1.54.9 +/-53.5 +/-50.6 +1_47.9 +/-46.3 +/_45.7 50 +1_63,4 +/-628 +/-62.2 +/-61.8 +/_59.4 +157.2 +f-54.9 +/-53.5 +/50.6 +/-07,3 +/.45,9 +/.45.4 SHORT SIDE 52 +/_621 +f 61.4 +/_60.8 +/60.2 +/-59.2 +f57.1 +1.54,7 +(-53.5 +/-50.6 +/-07,5 +/-05,7 +/•45.4 SHORT 54 +110.8 +/10.2 +/_59.5 +158.9 +/58.1 +156.9 +154.7 +/-53,3 +/-50.6 +/-47.5 +/-05,9 +/-45.4 --1 SIDE 56 +/-60.3 +/-59.7 +1-59 +158.4 +1-57.7 +/-56.9 +/-56.4 +/-54.5 +/53.3 +1-50.4 +IA7.5 +/45.9 +1.45.5 58 +/-59.3 +158.7 +/S8 +157.3 +/-56.7 +/-55.8 +155.3 +1-54.4 +153.1 +/50.4 +/-07.7 +/45.9 +/-45.5 60 +/58.5 +157.8 +/-57.1 +l-58.4 +/.55.7 +/-54.8 +/-54,3 +/-53.5 +/52.7 +/_50,4 +/.47.7 +1.45.9 r- LONG SIDE -►� NO CHANGES THIS SHEET. v 62 +/57.7 +1-57.1 +/56.3 +/-55.5 +154.9 +/53.9 +1-53.3 +/-52.5 +/_52 +/-49.9 +/.47.7 LONG 2 U5 64 +1.57 +1.58.4 +/55.5 +(--54.8 +154.1 +/-53.1 +/-52.5 +/-51.7 +/-51.2 +/49.3 SHORT ,�j SIDE g 67 +/56.2 +/-55.5 +154.8 +/-53.8 +J53 +/-52 +/-51.4 +1-50.5 +/50 SIDE - w 68 +155.9 +155.2 +/54.3 +/_53,5 +/-52.7 +151.7 +151.1 +1.50.2 70 +1.55.5 +/_54,8 +/53.8 +153 452.2 +/-51.1 +/50.4 72 +155.1 +/-54.4 +/53.4 +/-525 +151.7 +/-50.6 m 74 +/-54.8 +/-54 +/•53 +/-521 +J51.3 MAX O.C.SPACING IF ANCHORING MAX.O.C.SPACP'G IF ANCHORING NOTES: _I SHORT I'- > THROUGHTHEFMEPERSHEETS3&4 THROUGH THEINTEGRAL FIN PER SHEET 4 1)BUCK DIMENSIONS SHOWN. -^�I SIDE f Off u� m 78 +/54.8 +/-53.8 +/-52.7 +/-51.8 RAp rn O o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 78 +/53.6 +1529 +151.8 APPUESTO A,B,C OR DANCHORS APPLIES TO E OR FANCHORS }� o a1 e0 O 80 +152.6 +/51,8 (SEETABLE 2) (SEETABLE 3) NEXT AVAILABLE SHORT OR LONG DIMENSION. UO m Z m L9 81.52 +151.5 ]S" 7.6'FOR EANCHORS,4-FOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET2), Q J CD �� Z .(g p FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LL coo 0¢ rcua THE TABLE(S)ABOVE WHICHTHE ARCHITECTURAL 2 u/6 o R Z TABLE 9: WINDOW WILL COMPLETELY FIT WITHIN. W U oo O= .ON Window Design Pressure,(+/-psf) Use Bus table o~W S2< p DnlG 1/4"TCa -Airspace-114"T I4rrypa 6 �Zm z_ to Window Long Side(In) " �j p Dimensions 84,85 86 90 92 94 97 100 1 102 105 109 112 116 120 124 128 1 133 138 144 on o +80/-96.2--_+80/-95.7 +301-94.2__+80/_93,5- #80/792.8 -+80/-91.9 +80/-01.1-_+80/-90.5.--+80119.8. _+801-88.9 +80/-88.2 -+801-87.5--+80/'86.7--+801.86.7 -+801.86.1- -+801.85.5 +80/-84.8--+801-84.1- -+801-83.5- - - - ____ -- N W _ H LLJ 48 +801.93.7 +80/-93.2 +80/•91.6 +801-90.9 +801.90.2 +30/-89.3 +80i-88.4 +801-87.9 +801-87.1 +80/-86.2 +80%65.5 +801-84.7 +801-84 +80/-63.3 +801-827 +80/-82 +801-81.3 +BO/-80.6 ® W 7ae45 50 +80%91.6 +801-91 +801-89.3 +80/-88.6 +801-67.9 +801-86.9 +801.86 +80/-85.5 +801.84.7 +801-83.7 +BO!-83 +801-82.2 +80%61.6 +BW-80.8 +801-80.2 +/-79.4 +/-78.8 +/-78,1 QF = 52 +80/-69.4 +80/-98.9 +80/-87.2 +80/-86.5 +801.85.7 +801-B4.7 +80/-83.8 +80/-83.3 +80/-82.4 +80/-81.5 +80/-80.8 +/•80 +/-79.2 +/-78,5 +1.77.8 +/-77.1 +17U 6.4 0 W Z 54 +801-87.6 +801-97.1 +00/-&5.3 +80/-84.5 +80/•83.8 +801-828 +801.81.e +80%81.2 +80/-80A +1-79.4 +/-78.7 +1.77.9 +177.1 +1-76.4 +1.75.7 +/-74.9 < W' W LL x a o 56 +80%86 +801.85.4 +801-83.6 +801-82.8 +801-82 +80%81 +1-80 +/-79.4 +1-78.5 +/-77.6 +/-76.8 +1-75.9 +/-75.1 +1-74.4 +1-73.7 LL. z 58 +801.84.5 +80/-83.9 +80/-82.1 +80/-81.2 +801-80,4 +/-79.3 +/-78.3 +/77,7 +/-76.8 +/-75.8 +/-76 474.2 +/73,3 +/-72.6W -J.. U 60 +80683.2 +601-82.6 +80/-80.6 +/-79.8 +/-79 +177.8 +/-76.8 +/-76,2 +/-75.3 +1-74.2 +173.4 +1-725 +1-71.7 U j U 0. c 62 +80/-82 +80/-91.3 +1-79.4 +1-78.5 +1-77.6 +/-76.5 475.4 +1-74.7 +1-73.8 +1-727 +/-71.9 471 efil .sss0 saua5 v 64 +8D/•80.9 +80/-80.3 +/-78.2 +1-77.3 +/-76.4 +/-75.2 +/-74.1 +/-73.4 +/-72.5 +/-71.3 +1.70.6 '9 66 +/-80 47S.3 477.2 +/-76.2 +/-75.3 +/-74.1 +/-72.9 +/-72.2 +/-71.3 +/-70,1 y 68 +1-79.2 +/7B•5 +/-76.2 475.2 474.3 +173 +/-71.9 +/-71.2 +1-70.2 `�� pNYLYN* i 70 +/-78.4 41-77,7 +l--75.4 +174.4 +/•73.4 +/-72.1 +/-70,9 +1-70.2 � t1�•' t.IGEN@F•;�(� 72 +1-77.8 +/•77.1 +/-74.7 +/-73,6 +/-72.6 +/-712 +/-70 NO. �'� 74 +1-77.3 +/-76.5 +/-74 +/-72.9 +1.71.9 +/-70.5 _ 76 +1-76.9 +1-76 +673.5 472.3 +/-71.2 MAX.O.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING -_ THROUGH THE FRAME PER SHEETS 3&4 17HROLCH THEINUGRALFIN PER SHEET ; 76 +/-76.5 +1-75.7 +1-73 +/-71.8 so CrJ �-•:•g 80 +/-78.3 +1-75.4 +/-72.6 APPUESTO B,COR DANCHORS APPUESTO FANCHORS T - 5'r --" 83 +/-76.1 +/-75.1 (SEETABLE2) (SEETABLE3) •'�ORIDA•,• ��`� 84.85 +1-76 ass° 3.z �'ris��NAL ENG` ll/f 1111111\ A.LYNN MILLER,P.E. ! P_.E.N 58705 I y 1.376• 3.500- 3.500• 3.500` 3.500' 1 —►{ � D .355 .075" .075 .075` ,075' .060" -� 5 6D ANCHOR COVER IIIrr''��IIII I�f-�II 864' mv 1:1 D 2.166" a❑� 2.168" a❑V 2.166" ar � 2.166" 625• .625" O7/8•BEAD 1.375 O J-CHANNEL FRAME (D FLANGE FRAME 1 317r�. O INTEGRAL FM FRAME O EQUAL LEGlBOX FRAME •ems•I{�r ,175- � � � J� ALUMINUM o I { SILICONE HOT-MELT BUM REINFORCEMENT POLYISO• DESICCANT FILL AREA III--��--- STRUCTURAL BUTYLENE STRUCTURAL SILICONE 5/16"NOM. SEALF, j 5116"NOM, 114`NOM. FOAM- 3/16"NOM. 7 O1•BEAD POLYISOBUIYLEN WITH BUTYL& / ICONESEAL WITH DESICCANT DESICCANT' DESICCANT ROLL-FORMED FOS STAINLESS STEEL INT.GLASS EXT.GLASS EXT.GLASS EM.GLASS EXT.GLASS PRODUCT REVISED INT.GLASS INT.GLASS INT.GLASS as complyyingg with the Florida MITERED Building Codo CORNERS NTH KODISPACE a, SUPER a2 DURASEALO XL EDGE "OA-Ne. 17-/241207 EXTERIOR 04SGTPS SPACER®NXTT'' SPACER SPACER �"'''�`'°"Dateosrzarzozo WELDS TABLE 10: By t Con # Part# Description Material Mia -DaProductrot 1 620139 Jchannel Frame PVC 2 620140 Flange Frame PVC 3 620141 Integral_Fin_Frame__ PVC 4 620142 Equal Leg/Box Frame PVC 5 620133 Anchor Cover PVC 6 720136 718"IG Glazing Bead PVC 7 720135 V IG Glazing Bead PVC NO CHANGES THIS SHEET. 5 74 Bsokbedding,GE 7700 or Dow 791 Silicone . FRAME 78 71646N Setting Block(718'x 11 x 1/8"),85+r-5 duro. PVC ASSEMBLY DETAILS 7 90 20160A Frame Assembly Tube Alum.6005-T5 91 20177 Shallow Flush Cap PVC 92 20178 Deep Fush Cap PVC 1 93 20132 Frame Assembly Tube End Cap PVC EXTERIOR \\\777111111]/� 1070 TECHNOLOGY DRIVE \`��NY•...... NOTES: N.VENICE,FL 34275 Q:• ,�� 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING (941)-480-1600 ;�.:r No.58705 Part# FOR CLARITY. Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYRIGHT®2077 PGT INDUSTRIES,INC. - D r - 80 Kommerling 4SG TPS Spacer System FRAME TYPES,PARTS#2.4,APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 6 r _ 3)ITEMS#8-73,76-77,79&84-89 ARE NOT USED ��••, S C)F� See this AND ARE NOT PART OFTNISAPPROVAL. VINYL FIXED CASEMENT WINDOW NOA NI 9/9/14 'n 81 Quanex Super Spacer nXr with Hot Melt Butyl ( ) g 62 Quanex Duraseal Spacer Sheet 10r 4)ENERGI PVC TO BE LABELED FOR AAMA ; � /-�ORIDP,.NG� � P Materials EXTRUDER CODE. o BOM&ASSEMBLY o� J ROSOWSKI ��//10IVAL7E\\�� 83 Cardinal&Edge Spacer REFERENCE TEST REPORTS:FTL-8717.8968.&8920.-- —__ _ _ _ ___ _ PW-5440 N NTS H 11 OF 11 Qi MD-5440.0 rc B A.LYNN.MILLER, 68 05 P.E. GENERAL NOTES:SERIES 5440 PRODUCT REVISED IMPACT RATING DESIGN PRESSURE RATING as cam 1 In with the Florida NON-IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW Building L�od9e NOT RATED FOR VARIES PER OPTIONS•SEE NDA-No. 17-0614.07 1)THIS PRODUCT HAS SEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE TABLES 4-9,SHEETS 8.10 REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 4-9 Expiration Date 09/24/2020 VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 4-9 8 (SHORT OR LONG SIDE) Y MAX.O.C.SEE Miami-D roduet Control 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B.SEE 1'25"MAX' SHEET 3 TABLES 4-9 6"MAX D,SEE_ - (w— MAX,O.C.SEE TABLES 4-9 3)FOR MASONRY APPLICATIONS IN MIAMI.MADE COUNTY,USE ONLY MIAMI-MADE SHEET 4 COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS T AND.CONCRETE WITH MIN.KSI PER ANCHOR TYPE I VISIBLE # VISIBLE - 4)ALL WOOD BUCKS LESS THAN I-1/2°THICK ARE TO BE CONSIDERED IX LIGHT WIDTH MAX BUCK LIGHT WIDTH' ___________ HEIGHT, INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY E '-- TABLES SEE r --- TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. (LONG OR 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO SHORT SIDE) PROPERLY TRANSFER LOADS TO THE STRUCTURE-WOOD BUCK DESIGN AND I I / VISIBLE LIR 06/06117-UPDATED INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)ORARCHITECT A I / VISIBLE HORAGE TO FBC 2017. OF RECORD,(AOR). I LIGHT A,SEE C I LIGHT C'!EE HEIGHT SHEET3 HEIGHT SHEET45)ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. MAX.BUCK INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFL.ASHING I HEIGHT,SEE STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYMAX JAMB O.C. I TABLES 4.9 OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. SEE TABLES I (LONG OR H Y m 4-9 MAX.O.C. _ SHORTSIDE) j z 't 6)MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE SEE •' PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TABLES In rn O o TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 4-9 }n a{o0 Q a SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BYTHE I I I I WINDOW. B 6°MAX- --"'I f+--- D 1.25'MAX �'I f-+— O A F.'w�i .. 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z LJi �� Q Mao A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALTEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90-CORNERS) x to*- .06 (ANCHORED ANALYSIS AND GLASS PER ASTM E1300. THROUGH NAIL FIN) OL) O O¢ Z �1 25^MAx. 1-.z CO < �Ma B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL Iii— CO < ?> N TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. W Z C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6" > v O 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO 6"MAX Or Z v 3: Q LL O RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN C MAX. 1.- _ PRESSURE THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN __ MAX.O.C.SEE O'O' , O.G. Z j - --OF THIS PRODUCT.THE 1:fi D D LOAURATION FACTOR WAS USED FORTHE SEE TABLES -- - TABLES 4-9 SEE -- -- -R- ---- -� mw--W---"--- EVALUATION OF ANCHORS INTO W000.ANCHORS THAT COME INTO CONTACT J '1'0 TABLES ® N L Ieayg WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE J\ �L 49 Q W FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. MAX. JAMB O.C. CJ F- Z SEE TABLES O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS / VISIBLE4-9 / VISIBLE a W Z aloag PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE LIGHT LIGHT LL x AUTHORITY HAVING JURISDICTION. HEIGHT HEIGHT 0 LL BUCK LU LO 10)REFERENCES:TEST REPORTS FTL-7897,8128.8174;ELCO ULTRACON NOA; / MAX BUCK / HEEIIG T,SEE O Z W 5 ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR HEIGHT,SEE TABLES 4.9 Q PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP COATED PVC TABLES 4.9 (LONG OR .;. '.O 00 sauaS EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD VISIBLE (LONG OR VISIBLE SHORT SIDE) CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL f LIGHT WIDTH SHORTI SIDE) I LIGHT WIDTH VISIBLE LIGHT FORMULAS 6"MAX. �NY LYNN/., `. �i GENERAL NOTES........._..............1 1,IGENSF'•,C(� ELEVATIONS.................................1 WIDTH:BUCK WIDTH T-6/3 ''•. HEIGHT:BUCK HEIGHT-6J/4• ••.� FRAME,GLASS&ANCHOR � I I --+� 6'MAX. 1.25" � �1 ham' MAX.O.C.SEE TABLES 49 —•-I�— 1.25"MAX, - NO.58705 h"�-1-' MAX.O.C. �'•:' . OPTIONS.............................2 SEE TABLES 4-9 MAX. INSTALLATION,FLANGE& CODES/STANDARDS USED: _ EQUAL LEG.........................3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION MAX-BUCK WIDTH SEE TABLES 4-9 MAX.BUCK WIDTH SEE TABLES 4-9 --0'A. •2014 FLORIDA BUILDING CODE FBC STH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE). INSTALLATION.INTEGRAL FIN 8 (FBC), %O '. S 7E F J-CHANNEL..........................4 •ASTM El30MO TYP.EQUAL-LEGIBOX& TYP.INTEGRAL FIN&J-CHANNEL i�As'••j 40RIDi;•.•' FRAME ASSEMBLY TUBE.-........5-6 •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED �, 0� GLAZINGDETAILS........................7 -ALUMINUM DESIGN MANUAL,ADM-2016 OR ANGLED CORNERS)' CORNERS) DESIGN PRESSURES...................8.10 •AISI S100-12 BOM&ASSEMBLY.._....................11 -RISC 360-10 (ANCHORED THROUGH NAIL FIN) �7ji I1 i 1111L` A LYNN MILLER,P.E. M IAM I•E�A©E - 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)3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/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 t1ile 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"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-011itled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,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:None i LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, -Dade County Product Control Approved", unless otherwise model/series, and following statement: "Miami noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled 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##16-0714.04 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. h APU '? NOA No. 17-0630.06 tRg MiAMI•DADE COUNTY o �e Expiration Date: July 30,2020 Approval Date: November 30,2017 Page 1 1 r PGT Industries,Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-S]H[5400-01 titled"Single Hung Window Installation-NP', sheets 1 through 12 of 12, dated 05%15/15, with revision B dated 06/06/17, 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 Tel 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 4S G, TPS spacer system, Durasealo 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, FA-8968 and FTL-8970, dated 11/Q6/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega;P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1)Aix Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202194 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 11115/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere Product Control Eamine. NOA No. 17- 63 6 Expiration Date: July 30,2020 Approval Date: November 30,12017 E-1 i i I i I tow PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS(coNmuED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions)USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6"Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted underprevious NOA No. 17-0714.04) G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. I i I Manuel P , E. • Product Contro Exam' .er NOA No. - 0.06 Expiration Date: July 30,2020 Approval Date: November 30,12017 E-2 i I I ' I t I 1 ANCHORAGE EXAMPLE FOR 28-1/8•MAX.O.C. 21-5/8• ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 52-1/8'MAX.BUCK WIDTH MAX D.C. FOR ARCH-TOPSVARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM.7?f��S AX.FROMHEADER(SIM.FOR ALL FOR ALLME SEAM 30' 12'MAX. WINDOW TYPES LEVEL,SEE SHEETS 8-7 IMPACT RESISTANCE WINDOW TYPES) SHB.SEEEET3 MAX.O.C. / 52-1/8'MAX.BUCK WIDTH B.SEE A,SEE T--' - 12'MAX, 1FRAMXE FROMSEAM SEE SHEETS 1-114' SHEET3.- '1'� 30'MAX.O.C. ►{�12"MAX SHEET3+ j FIXED VISIBLE -L / SHD.SEE EET 6 � 8&9 J1, __I 1 I LIGHTWIDTH A,SEE -- -' 12'MAX I B,SEE 30'MAX.O.C.+ 12•MAX C.SEE i -__ '-I SHEET3 FIXED SHEETS SHEET4i EQUALLY VISIBLE �- A.SEE SPACED '- -' II // 12" EQUALLY 17-7/8"MAX.O.C. GHT 17-718"MAX.O.C. SHEET3i ANCHORSPER IySPACED HEQUALLY ANCHORSPER TABLES 6&7 81.78' SPACED 17M-7A/6X'• III II MAX.O.C. TABLES B 87O MAX. ANCHORS PER I I I 84' 84' �I I BUCK TABLES 6&7 0 i I 62' OI BUCK �- MAX- HEIGHT-r MAX. I HEIGHT AS SHOWN 10'MAX.O.C. BUCK O.C.MAX. 10'MAX.IO.C. BUCK X 4 HEIGHT X 4 10" X 4 . y HEIGHT X 4 (91.78" MAX.) SASH / EQUALLY / - 13-3/4'MAX.O.C. EQUALLY ---_ �1J3-3/4r"MAX.O.C. EQUALLY i 13-3/4'MAX.O.C. SPACED SPACED VISIBLE SEE TABLES HEIGHT TABLES SPACED ANCHORSPE LIGHT SPACED 6TABLES687 SH II _/---- C Al IE=li I •;s-1n'MAX. �6.1n'MAX. •,6.1/2"MAX. B __ NOANCHORSATSILL Bim_- JNO ANCHORS ATSILL __ NO ANCHORS AT SILL ( T1 SEE SILL WEEP- SEE SILL WEEP- B I�I SEE SILL WEEP- D- ----•'J 1-1/4' -►! SEE SILL WEEP- 52-118°MAX.BUCK WIDTH NOTCH DETAILS, SASH VISIBLE NOTCH DETAILS, 52-1/8'MAX.BUCK WIDTH\ �-�-NOTCH DETAILS. NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75•HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES.................................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIONS..............................:.......................... 1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK.ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS_ __ INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 DEPICTED AS 2X ARE 1-1n'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&J-CHANNEL..:4 -- - AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). GLAZING DETAILS................................................5 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES...........................................6-7 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. ANCHOR QUANTITIES......................................... 8-9 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES........................................10 7)DESIGN PRESSURES: I ASSEMBLY&PARTS LIST................................... 11-12 A'NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 BUILDING CODE(FBC),5TH EDITION 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 •ASTM FLORIDALORIDAE1300-09 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 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUCTREVISbD 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-2015 —P1Y1R8 with dw Fkvma 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER AISI S100-12Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFSPA NDS 8 ALUMINU ffS!(SIV AL •AISC 360.10 Acceptanco 11 APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. EK LYN/y�7�i Ravlalon: B / C� USER INSTRUCTIONS: `� ucENs''•!! UPDATED TO FBC 2017.-JR- F ! Miami adeP 'uM' 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Q, •'�� 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. *: NO.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN -• PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW - ~' Deeplptlon: Drawn BX: OPENING OBTAINED IN STEP I. �A 1, tS'.'lTl':E:iTC0lF/ ; 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFYTHE ANCHOWSUBSTRATE WILL MEET REQUIREMENTS .(� 7(V� N.VENICE,FL 34275 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. ( CORIDP, Tu•. Date. \ (841}486.1600 5)INSTALL AS PER SHEET 3FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �7 iS�ONAL ` coPmlaHroim7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS-T _ _ 7��/l l 11-I-1I Por rNdumIEs,ING Series/Modek_ Seale: Sheet: Orowln No. _ _ Rar.__ -_ _kIESAME_ROCESS.FOR ALL FRAME -CHANNEL,.ELANGF- ALLRIGMRE5ERVPD _ __ 9_ _ _ -- INTEGRAL FIN OR EQUAL LEGBOX). A.LYNN MILLER P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 B P.E.0 58705 CERT.OF AUTH.129298 TABLE 1:ALLOWABLE GLASS TYPES Glass Description(Listed from Exterior to Interior) Design Pressure Frame Glass Frame Frame Type Table#I Sheet# Types Options contigs. Shapes Installation Options that may be used 1 314"I.G.:118°A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap 4 6 (see Fig B) (see Table 1) (see Fig A) (see Fig C) 2 314"I.G.:1/8"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4.5 6,7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 3 3/4"I.G.:3/16"A Exterior Ca +3/8"Air Space+3/16"A Exterior Ca 4,5 6,7 Flange Equal-Lite, Square/Rett., Through the frame ....into Concrete/CMU-sheet 3,option 2 P P P (l2) 1-4 Oriel/Proview Arch-Top& of the window...... 4 3/4"I.G.:3/16"T Exterior Cap+3/8'Air Space+3116"T Exterior Cap 4.5 6,7 &Cottage Radius-Top ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 "A"=ANNEALED;'T'=TEMPERED ....into Metal-sheet 3,option 4 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box/ Equal-Lite, Square/Rett., Through the frame ....Into ConcretelCMU-sheet 3,option 2 Equal-Leg 1-4 Oriel/Pro%iew Arch-Topa L •ALLOWABLE ANCHORS THROUGH E FRAM (94) &Cottage Radius-Top of the window...... op ....through 1X Buckstdp into Concrete/CMU-sheet 3,option 3 Group Anchor Substrate Min.Edge Min. Material Min.Fy Min.F. ....into Metal-sheet 3,option Distance Embedment Steel Screw 92 ksi 120 ksi Through the ....into 2X Wood Freme/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rect., P.T.Southam Pine(SG=0.55) 7/16" 1-318" 18.8 Screw 60 ksi 95 ksi J-Channel integral fin...... -.,,into Metal-sheet 4,option 7 #10 SMS 410 Screw 90 ksi 110 ksi (#1 1-4 OdeUPraview Arch Top& Steel,A36• 3/8" 0.050" ) &Cottage Radius Top Through the frame ....Into 2X Woad FramelBuckstrip-sheet 4,option 6 (steel,18-8 S.S. ii 177 k or 410 S. s Steel Stud,A653 Gr.33• 3/8" 0.0451°(18 Ga.) Elco Aggre-Gator® 57 ksi 96 ksi of the window...... into Metal-sheet 4,option 8 A -T6 Aluminum,6063 • 3/8° 0.050° Elco UltraConD 155 ksThrough the ....into ZX Wood FramefBuckstdp-sheet 4,option 5 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi Equal-Lite, Square/Rett P.T.Southam Pine(SG=0.55) 7116" 1 3/8" Integral Fin .,integral fin...... Into Metal-sheet 4,option 7 606345 Aluminum 16 ksi 22 ksi 1-4 OrieVProNew Arch-Top 8 3116"steel Ultracon Concrete(min.2.85 ksi) 1° 1-3/8" A36 Steel 36 ksi 58 ksi (#3) &Cottage Radius Top Through the frame ....into 2X Wood Frame/Buckstdp-sheet 4,option 6 Ungrouted CMU,(ASTM C•90) 2-1/2" 1-1/4" Or.33 Steel Stud 33 ksi 45 ksi of the window...... -„.into Metal-sheet 4,option 8 #12 SMS P.T.Southern Pine(SG=0.55) 9/16” 1-3/8" Steel,A36' 3/8' 0.050" or 410 S..5.) FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18S.S. Steel Stud,A653 Gr.331 3/8" 0.0451°(18 Ga.) B -T5D Aluminum,8083 • 3/8• 0.063° / D 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-318" �� 2 0 4 0 1/4°steel Creteflex P.T.Southern Pine(SG=0.55) 1° 13/8° 1/4"steel Aggre-Gator P.T.Southern Pine(80=0.55) 1° 1-3/8" �� BOX OR Q 1/4°steel Ultracon Concrete(min.2.85 ksi) 1° 13/4" y �/ FLANGE EQUA C Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" EQUAL-LITE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-112° 1-3/4° 1 FIGURE C:FRAME SHAPES o 1/4"steel Creteflex Concrete(min.3.35 ksi) 2-1/2" 13/4° �-�BUCK WIDTH BUCK WIDTH BUCK WIDTH�-- D Ungrouted CMU,(ASTM G90) 2-1/2° 1-114° ❑� 1/4"steel Aggre-Gator Concrete min.3.275 ksi 1-1/2" 13/8" TT I Grouted CMU,(ASTM C-90) 2" 2" _ _ _ T 1 h 3 fl MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. w w ~ w T J-CHANNEL INTEGRAL "UNGROUTED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. x = O' x F - FIN he x 0 TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILARARE APPROVED.SHAPES MAY Group Anchor Substrate BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING PRODUCE REVISED the Distance Embedment* ssildina o with the Florida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM AWApag w E 2-117 x.131'Common Nail P.T.Southam Pine(SG=.55) 3!8" 2-7116' THE TABLES ON SHE 6-9. 1111 I r i AUCeptegipo No! D Ifo 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318• 2.7116° `�1` ONV LYNN r� Revislon: retioeDuc i P.T.Southern Pine(SG=.55) 112" 13/8" .` �,. E. / ANCHORS RE-GROUPED. Hr #10 Trusshead SMS v}CENSF !_�' (Xdvprsriyd:,..qTr'„ i (steel,183 S.S. Aluntnum,6063-TS* 318• 0.050° Q'; ' -JR-06!06/17 or 410 S.S.) Steel Stud,Gr.33• 3/8" 0.0451"(18 Ga.) _* ; No.58705 F Steel,A36• 3/8" 0.050" *' P.T.Southern Pine(SG=.55) 9/16° 1-3/8" O - Description: Drown By: 012SMS 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063-T51 318" 0.083" S OF � �� N.VENICE,FL34275 (steel,18-8 S.S. i ,p (p. Steel Stud,Gr.33• 3!8" 0.050" Tide: Date: or 410 S.S.) ..........( '• `��• (941}480-1600 Steel,A36' 3/8" 0.050° %;S'S/� �<J�?�1 �,,,a,�e�17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. i/lrli.ft.r-Lrtt�` POT[NUSTRE%INC. Series/Mode7: ______Scale: _Sheetr - -_Orowinp=No.- "L`"'o"'s`e° --SH-5400 NTS 2 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OFAVrH.#29296 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. ANCHOREDTHROUGH r—�- EDGE DISTANCE EMBEDMENT SEE NOTE 2,THIS SHEET. FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. ' 1/4"MAX SHIM 16 114"MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT T SASH VISIBLE FLANGE FRAMEFfl 1 j EDGE �' ❑� 18 LIGHT WIDTH 17 EDEDGE ' SHOWN J_J_ DISTANCE e D _ , - O DISTANCE 44 BALANCE ❑-7-1/4°MAX TYPE VARIES -- - TYP.ANCHOR TYP.ANCHOR TYPE, SHIM 42 WITH SASH TYPE, AND TYP.ANCHOR TYPE, EMBEDMENTDGE WEIGHT 54 EMBEDMENT 2 EMBEDMENT AND EDGE IAND EDGE �a DISTANCE PER SUBSTRATE, DISTANCE PER IIRRIIIII 30 31 DISTANCE PER SUBSTRATE, EDGE SUBSTRATE, -7o p 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTERIOR IIInIII DISTANCE SEE TABLE 2, FIXE}D 19 20 OPT.SASH TOP FIXED VISIBLE 87 q • SHEET 2. VISIBLE 1 LIFT RAIL FLANGE 2 LIGHT WIDTH EQUAL J FRAME I_ LIGHT NOTES: SHOWN r BUCK WIDTH LEG/BOX HEIGHTff7FOR ALL WINDOWS: FRAME 48 1 ANCHOR @ 3.55" 1)USE ONLY HORIZONTAL SECTION A-A SHOWN 49 FROM END AND AT 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 73 a D, OVER 36•WIDE: SHEET 2.FOLLOW EMBEDMENT AND 0 EDGE DISTANCE LIMITS.ANY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @76.318° � 1q 45 46 47 O BE USED ON ANY SIDE OF THE 35 FROM END. WINDOW. o FOR WINDOWS WITH 1/4"MAX. BUCK BOTTOM LOCKS: SHIM HEIGHT 50 a 16 2)MASONRY ANCHORS MAY BL #10 OR#RI STEE)EQUAL SHIM MAX ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF•DRILLING T SCREWS @ 8.318" SMS(G5),SEESHIM 85 90 T - FROM END. THAN 1 1/SHEET 2.2THICK ARE TO BEL WOOD BUCKS ❑ TABLE 2, ❑� SASH CONSIDERED 1X INSTALLATIONS.1X SHEET2. D EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF -- LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112°THICK 86 t 16 USE EITHER OR GREATER.1X AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED QRI I Q (2)1' 81 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE firm INTERIOR TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME 1[7 WEEPLOCATION:6-5/8" DESIGN AND INSTALLATION IS THE gHOWN NOTCHE,AEACH END. B0 FROM SASH END. RESPONSIBILITY OF THE ENGINEERSHOWNOR ARCHITECT OF RECORD. D D EXTERIOR 3)VISIBLE LIGHT WIDTH OR HEIGHT B ss INSTALLATION ll INSTALLATION (ALSO REFERRED U AS DAYLIGHT OPTION 4 `/ OPTION 4 PROD11cirmnSED 67 OPENING)O MEASURED FROM as complying with the FlarMa BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Building Code EQUAL-LEG/BOX r (�1/4'MAX SHIM FRAME SHOWN Lr��O�� i I I11 I 1111 j FRAME INTO METAL FRAME INTO METAL A upmnou No I —L i Revislon: 6x imNnn Date .27"X 1.25" `�•� ONY....!�!N , B NO ANCHORS �:• <,10ENSLc'•.C� NO CHANGES THIS SHEET. Y WEEPHOLE Q-: Munni ada P�ofJuot W/COVER @ •. REQUIRED IN VISIBLE LIGHT FORMULAS '••�f 2.87'FROM s FLANGE OR *; N0.58705 EACH END. EQUAL-LEG WIDTH _ •: *= FRAME SILLS @SASH:BUCK WIDTH-6-1/2" -'O ' �7-�'^ - Dasoriptlon: Drawn By: @FIXED LITE:BUCK WIDTH-4-3/8" 7 7o•1.�(D1� -f Z 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • 0 ST TE O 46 HEIGHT(EQUAL-LITE) p !v; N.VENICE,FL 34275 Rtle: Date: i�s'••,<ORIDP,.•''\�\ (94IMBO.1600 VERTICAL SECTION B-B BUCK HEIGHT,2-3.15/16" '` o .. a ,GtROYa,7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 —- ---- ------- -- -_ -- - - _ - -----'7j1/Ilii-FIU11 POTINDUSMES,INC. _Serlas/Model:_ _ Seale:__13-OF Sheet Drowln No.- _Rev A,LYNN MILLER,P.E. nLLwralrs laESEmEa NTS 3 OF 12 MD SH5400-01 9— SH-5400 -- P.E.#58705 CERT.OF AUTH.#29296 ' 1 I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHOREDTHROUGHINTEGRALFIN INSTALLATION OPTION 5 EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR �— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR BUEDGE DISTANCE CK-STRIP.SEE NOTE 2,THIS 1/4'MAX SHIM 18 114"MAX SHIM SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 17 FRAME 1 DISTANCE PER SUBSTRATE, 0� 18 LIGHT WIDTH 1 SHOWN SEE TABLE 2,SHEET 2. .- _ (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES ------ 1 -•-- aO 1J4"MAX SHIM 42 WITH SASH Q TYP.ANCHOR TYPE, EDGE Q WEIGHT 54 30 EMBEDMENT AND EDGE DISTANCE a � DISTANCE PER SUBSTRATE, �_ SEE TABLE 3,SHEET 2. n�I II TYP.ANCHOR TYPE, 18 (NAIL SHOWN) - EXTERIOR 87 OIJD� 3 INTF NRAL EMBEDMENT AND DISTANCE PER UBSTRATE. FIXED 19 FIXED VISIBLE u` SEE TABLE 3,SHEET 2. 20 OPT.SASH TOP FRAME VISIBLE LIFT RAIL JFHRANME L 1 LIGHT WIDTH SHOWN (NAIL SHOWN) LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55' BUCK WIDTH i 49 1 48 21 FROM END AND AT 1)USE ONLY CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C D 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73 0 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4"MAX. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 8-\ 4 45 46 47 SCREWS @76-3/8' INSTALLATION OPTION SHOWN MAY 35 FROM END. BE USED ON ANY SIDE OF THE BUCK O FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM SCREWS @ 8-3/8' SMS(GS),SEE 65 30 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3. 0� SASH THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. SHEET 2. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT _ UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS LA BOTTOM(SHOWN) 66 15 OR BOTTOM DEPICTED AS 2X ARE 1-1/2"THICK (� OPT. LOCK(SHEET 3). OR GREATER.1X AND 2X BUCKS //--�� 65 63 TESTED UNIT (WHEN USED)SHALL BE DESIGNED �U FIN AND/OR I /U (2)1" Bt 31 30 LOCATION:6-518° TO PROPERLY TRANSFER LOADS U//JI INTERIOR TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED n END. NO ANCHORS EEP FROM SASH END. DESIGN ARCHITECT OFR CORD FRAME SHOWN ON IS THE uD� IN-FIELD IJD�Q NOTCHES AT 8D RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH O REQUIRED IN FRAME 7 O SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7OPTION 8 PRODUCT REVISED OPENING)IS MEASURED FROM =complying with the Florida INTEGRAL FIN 1/4"MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Suild ag Cade FRAME SHOWN 0�❑ SHIM 11 I I 1111 INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) peccpNnco j - Q 090 2P X 1.25"WEEPHOLE �� NY•LYNN / Revle7on: EXPimtion Oma 38 W/COVER@2.87° ��`'t�•'•1GENS �� '� NO CHANGES THIS SHEET. By. FROM EACH END. V F Munni ade Product Control VISIBLE LIGHT FORMULAS Q•' �� TYP.ANCHOR TYPE, Na.58705 EMBEDMENT AND EDGE EDGE DISTANCE WIDTH 1 *rQD DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.1/2" _ :.� DescrlpUon: Drawn By: SEE TABLE 3,SHEET 2. —� EMBEDMENT @FIXED LITE:BUCK WIDTH-4-318" �� ; 6 •C:� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) ••. p7E0 �� N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) i'� 77Ue: Date: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-3-15/16" ',FS+' �?�RIOP•.•G�� (N"80-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED- —INTO 2X WOODOUGH FRAME OR BUCK-IN -- — --- -- - __-__- _ _ ,///S�aNAL.1EN��` m nMroU.042 tl C. _S 4-lModel: Scale: Sheet• Drawing No. Rar. _ STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. �'a0fas aFaFxveo P.E.#58705 CERT.OF AUTH.#20286 SH-5400-- -NTS- 40F 12-MD=SH5400=01--B-- 3/4"NOM. � � 314"NOM. � � 3/4"NOM. � � 3l4'NOM. 1/8"A GLASS 1/8"T GLASS3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 118"A GLASS 1/8"T GLASS 3116"A GLASS 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 78-79 7679 78-79 7679 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 -1/2'NOM.GLASS - - - - - - - - - - - - - - - BITE TYP. 73 74 31 EXTERIOR 75 a . 38 30 PRODUCT REVISED ��❑ as—plying YviW the Flai3a ``11111 n I!!IY/!, 8icep�tmwNo � 'D(P3D.D,fo o &p------n Dale GvQD • :\,��' \CEN • '•/l /i� Revision: Q?' ` S� ' NO CHANGES THIS SHEET. °y V 131ni s@e ProdlEct fiDlf TYP. GLAZING DETAIL * No.58705 - �� ••. �..I7:,�` Description: Drawn 8y: S 1070 TECHNOLOGY DRIVE GLAZING DETAILS JROSOWSKI ��(CS'•.F�ORIDP,,•'G\�\� N.VENICE,FL 34275 7711c., Date: GLAZING NOTES: tS (041}-060-1800 'A'=ANNEALED 77r/ NA�-E % COPYRIGHT®2017 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1 1 1\ 'T'=TEMPERED PGr 01DUSTRIES,INC. Series/Modal• Scale: Sheet___ growing No. _ Rew. --ALLRIGHT9 RESERVED_ _ - - - _ -- - - ----- -- "- - --- -. A.LYNN MILLER,,P:�------ - SH=5400— -NTS 5 OF.12 MD-SH5400-01 B P.E.#58705 CERT.OF ALITH.1129298 TABLE 4: ca'ryp4e wt-sun s h Deelgn Pressure(R)SW)DWttpdm b t7,en H01T1 w a.U.1 I--a1-1- Rape Wlndm Budll Wldth(ln) R1 H.Vd Slam M) 0 765 32 1 36 1 40 48 52175 23.6 EVRm 11.394 .W.O -100.0 +50-0 1 .100.0 .50.0 •IW.O 460.0 AWD +500 -100.0 4W.0 99.0 +WO -920 819NarefMage 14517.11870 .60.0 -1WD +50.0 -100.0 .5&0 •'0065 W. -100.0 460.0 -100.0 150..0 97.0 +60.0 40.0 28 Equa148e 11.083-14.516 +W.O -IWA +50.0 •100.0 +W4 4WD +50.0 -100.0 .50.0 •100.0 +WA -IWA +W.O 97.1 StmtlaN PrNm 116577-11.557 +W.O. -1W-0 +50.0 -1W.0 +50.0 -1WA 460.0 -100.0 +50.0 -1Wn +50.0 -1WD *WA -90.0 7411451 23.517-23186 +WA -IWA +W.O -lW.O +50.0 -1WA 450.0 •1000 +50.0 AWA +W.O 96.0 +60.0 -77.9 Ston MCOtl 20.1158-23.516 +WD 400.0 +50.0 -1WD .WA 4WA +WD -7000 WD -1WA +60.0 6&e +5065 -78.1 0 37.375 EW."W 17.517.20.957 +60.0 AND +W.O •100.0 +W,O •700.0 +50.0 -1W.0 +50.0 4WD +50.0 -we +W.0 •7aD 81m15310 P.N- 14.517.17.516 +W.O -100.0 .50.0 •100.0 .W.O -1W,0 490.0 •100.0 +50.0 •100D 460.0 -042 +50.0 -752 TW-.1 7377-14.616 +60.0 4WD +50.0 -'W.0 +50.0 -IWA +50.0 -100.0 +500 -100.0 +50.0 93.0 +50.0 -7365 T41ptt 27.883-31.811 4w.0 -IW.D +50.0 -lW.O 455.0 -IWA 4W.0 •97D +WD 99.0 +50.0 .76.0 +W.O -71.0 a COWansan 26517.27.582 +WA 4W.0 +W.O -IWA +00.0 -1WA .50.0 -100.0 .00.0 -100.0 +W.o 92.3 +50.0 -73.9 HEADER SlarWrd C4tfp 23.5'7-2&516 +WA AWA +W.O •1W.0 4WD -iWA +0010 -100.0 +W.0 4WA .50.0 .79.0 +50.0 •70.9 M EgteF44a 20.517-23.516 +50.0 -IWA +50.0 •100.0 +W.O 4WD +400 -100.0 +wD .100.0 +60.0 •7e.3 .50.0 -70.3 fifmtlanl PraliOW 17.517-20.516 +50.0 AWD 40.0 •1W.O +60.0 400.0 +50.0 -100.0 +50.0 4W.0 +60.0 -76.6 +WA -70.4 cieian Sim 14517.17.516 4750 -1WD +6065 -1WA +90.0 -100.0 +50.0 -1W0 +600 -look .50.0 •79.5 +50A -712 3MOut 11377-14316 .50.0 -IWA +600 •7WA +WO -100.0 .WD -iW0 .5&0 -94.1 +50.0 -7&8 +WA -71A Twftt 31.583.35.911 +WD AND +W.O -1WA 1W.0 90.9 .W.O 99.3 .5&0 •69.3 +WA -74.9 IWA 89.1 9tR1daWColt19e 28.517-31.682 +50.0 -IW.O 4W.0 -1WD +50.0 4W.0 +90.0 -100.0 +W.O 416A +5065 •73.8 +W.0 4565 EqW to 20.517-28.516 +50.0 -IW.O +500 -1WA 4WD 400.0 +60.0 -1W.0 450.0 93.2 +SOA •71.6 +60.0 93.9 a D MEETING RAIL 48 SW%Wfd RDA- 17.517-M.516 +5&0 -100.0 +W.O •1W.0 4W.0 -1WD +W.O 400.0 +50.0 •97.1 +500 •74.9 +W.O 97.0 23 c.t Sim 14.517-17.618 +WO -100.0 +50D M. +50.0 1 -IWA +W.O -100.0 +5&0 -82.0 +50.0 -78] .50.0 fie.' I� 26 0 Cmiwri Sim 12517-14.516 +50.0 400.0 450.0 -1WD 450.0 -100.0 +WD 983 .WO 97.0 +60.0 -73.8 4W.0 .01.9 D ShwMt 11.377.12.618 +50D 4W.0 +WD -1WA .50.0 98:0 +50.0 93.8 +50.0 .85.7 +50.0 •722 +50.0 .67.3 7.011841 33.208-37.638 +50.0 -1WA +50.0 - A .50.0 -0d.3 .50.0 922 1 W.O 1 91.9 +Wo 11.8 .50.0 6818 0 Slan4ant MMgp 28.517-13207 450.0 -1W.0 +60.0 •1010 .WD -1W.0 150.0 •100.0 1 .60.0 93.6 +60.0 -71.1 IND 93.3 0 a O EpuFtle 23.517.25416 +60.0 AWA +W.O .100.0 +50.0 AND +WD -1000 +600 94.5 .50.0 -72.8 +50.0 65.1 23 m 49.M c.WMsbe 20.517.23.516 +WD 400.0 +500 -100.0 +WD -1W.0 +50.0 -100.0 150D •84A +WD •7265 +W.0 85.1 F+Eg Slardard PmAew 17.517-20.616 +50.0 -1W0 +50.0 4W.0 .WA 4WD +50.D 400.0 +W.O •98.0 +60.0 •73.7 .50.0 66.8 C w,aft 14.5(7.17.616 450.0 -1W.0 +50.0 400.0 .50.0 -1WA +50.0 49A 45&0 99.8 M t -73.1 +50.0 97.1 EXrERIOR SASH cm-SLm 12517-14518 +60.0 -100.0 +50.0 -iWA +50.0 917 +wD -02.5 +000 .8.3.7 +50A -712 +50.0 67.3 EXTERIOR /Yti HEIGHT SMile9t 11.377-12.616 .50.0 -700.0 +50.0 99.9 +60.0 •88.7 +60.0 WD +50.0 -0iD +50.0 -09.6 +WA 94.4 781.591 38.617.41.641 +60.0 A000 +500 628 +W.0 -71.2 +W.O 98.5 +50.0 .07.1 +60.0 66.1 +50.0 382 Steruara range 31.517.35.518 +30.0 AWA +500 992 +WA 663 150.0 -WA +WO 66.4 +W.O 642 .60.0 W.6 JAMB a Ewe B 26.517-31.518 .600 -1W.0 +500 •100.0 460.0 -0W.0 460.0 98.7 -Wb 617 +50.0 63.7 4WD -66.3 6lartlaN P(O,VM 23.517.266518 .W.D •100.0 +W.O -08.7 .W.O -07.8 +wD 68.0 4WD 61.9 +60b 65.4 460.0 372 23 62 Cu9t4m Bfe 20.617-23118 +60.0 -IWA +50.0 68.3 .500 .77.0 .50.0 -74.6 +WO -73.6 +5&0 64.8 .50.0 6e.a Cimiwn 8lm 17.817-20118 .50.0 -D7.3 .60.0 -79.9 -WX 68.7 +50.0 65.6 -Wb 642 .WD {Wz 450.0 69.8 SILL O ciamm sae 14.617.17.516 .50.0 40A +W.O -73.0 +50.0 61.9 +W.O 38.9 +50.0 67.0 .50.0 65.9 +WA -0265 C�etOm Sae 11017 144515 +50.0 4&1 +500 -7065 .W.0 640 4W.0 68.0 .600 -519 +60.0 624 450.0 315 ' 3104811 11.884.13.018 +50.0 -03.7 4000 6765 +WD 67.0 +WA 632 .50.0 -01.6 +50.0 6065 +60.0 W.0 TOM4l 39517-41.644 4WD -100.0 4me 62.6 +W,O •71.2 +W.0 49.8 .5&0 67,1 +50.0 601 750 63.0 Cei fife 3&517-39.615 .5&0 •700.0 +50.0 607 +W.O -77.5 +50.0 -75.0 +50.0 •74.1 +60.0 60.7 +wD 611 Epm142e 33.617-3&5111 +50.0 -IWA 450.0 62.0 .60.0 60.6 +50.0 48.5 +50.0 47.9 +50.0 60.0 +WD 324 _-_-_ 75_ _.CIOWn See__ 32517.35.616.-WD__-1W.0_._+SOD._-553_ +W.O._-70.0.__+WA --71A_._+W.D- -702- .500--W2--+60.0- -32.6 SlmifaNPlalew 29.517.32616 450.0 91.8 .50.0 -77.5 400.0 66.3 +50.0 63.3 +W0 61.8 +WD 392 .50.0 33.0 c.9 s1m WDIT-29.516 .50.0 67.2 450.0 .71.0 +60.0 6&0 +60.0 362 1940 64A .00.0 63.5 1wD 61.5 SECTION DETAIL FOR WINDOWS WITH $1181891 25.618-26.618 15&0 -05.0 450.D 69.0 450.0 3&1 +50.0 65.0 +90.0 -53.0 .50.0 -511.6 +W.O -00.6 EOm149e 38117.41.544 +WD -94.6 +50.0 •77.5 4WD 68.3 +W.O 634 .640 61.9 +6068 .0 A .We 30.6 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 e4 cuat9m sae 35.517-3a.s1e .50.0 672 150.0 at.o .55.0 60.0 100.0 3818 .5&o -54.9 +60.0 -43.5 .60.0 3.018 (REINFORCEMENTS SHOWN IN FIGURES sl4rwmPrDesx Siete-35.516 +W.O -00.7 •W.o 6718 450.0 -57.0 .W.O 33.9 .5&o ZIA +55.0 6010 455.0 60.0 ABOFORCEVE(REINFORCEMENTS TO OWNFRAIN FIGURES YPES& 91.78 T41f61 -41.644 .60.0 40.7 150.0 67.6 +wD 67.0 +WD 315 +5&D 31.8 +50.0 -60D 100.0 60.0 SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED &9 complying with 63e FIcsid6 Building Code 3I.I 1 1 1 1 1 17/7 Acceptutce Idoj/ -06017.D - i NNRevision: E. iration Date EN ` �1GENSF'•.�� NO CHANGES THIS SHEET. By Q•.• •.�� Mian ade Ptnduef NOTES: ,' N0.58705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME -37 DeaerfP6on: Mvivn 9y. OR INTEGRAL FIN. �� d"� I T•�46 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI �O�- STATE OF 4,5111 N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ��(�s'••"LORIOP•.•'G\C�; (9411)- 0.1800 77#e: Dab: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR �7 NAL E �� txPrWr9Rr021117 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 S HEIGHT DIMENSION SHOWN ON THETABLE. 7j7t IIII11113 PHT0MUSTWE%INC. Sades/Model. Scall: Sheet - - 111RIO11MERVFD -- - - D'vir(ng_Na_c - - - ---_ - ""N""58`05 P'E SH--5400--I-NTS-1-6-01 12 -S --- A. B P.E.#58705 CERT.OFAUTH.#28206 TABLE 5: 01•w TYP•• 9at9m forg swh Design Ibsm2 2.4 4ncriouonlorpw.m xdgn e l I Ibinl.l4w1 R-p4M WYW- Rmps WIndOW Buds WOdth In pt Nd91t etwm MI IS 24 32 3s 40 ea 51325 236 EgaWBb 11-3% .010 -130.0 ♦65.0 •130.0 .0D 430.0 ,650 43D.0 +0.0 -130.0 + o -129.0 +63.0 -12D.. Sanbld COlbgs 14.517.15.870 75.D -130.0 ♦83.0 -130.0 .65.0 -130.0 +010 AMA +65.D -130.0 +65.0 •127.0 ♦65.0 418.0 28 Eqm Itbe]•14.616 +63.0 -130.0 465.0 •130.0 +650 -130.0 +65.0 -130.0 +650 •130.0 .65.0 -130.0 .0.0 -130.0 amad9ld Pn 11.377.11.552 +66.0 •130A +65.0 430.0 .65.0 •130.0 ♦66.0 -130.0 ♦85.0 430.0 .65.0 -130.0 565.0 -123.0 TWW.1 23317.2020 .65.0 430.0 +6S0 430.0 465.0 -130.0 ♦65.0 430.0 .850 430.D .M.O •1220 5650 -113.0 51•Nam WBag• 30.959-9118 5010 -130-0 +65.0 -130.0 565.0 •130.0 ♦65.0 -130.0 +65.0 -1300 ♦65.0 •124.6 465.0 -712.3 0 37.376 EgaH 17.517-20.957 760 -IWO +650 •130.0 40.0 -130.0' +63.0 •130.0 ♦650 •13DA +05.0 -1312 463.0 AM Sfalded PtD4ew 14.517.17.516 4ED •130.0 .0,0 430.0 40.0 -13&0 +85.0 -130.0 •0.0 -130.0 +65.0 •1222 +65.0 -1101 Stednl 11377.14.616 ♦0.0 430.0 500 .130.0 40.0 -130.0 .0,0 430,0 +850 -130.0 ♦65.0 -11&0 40.0 -107.0 TWbs1 37.683-31.911 ♦65.0 -130.0 4650 -130.0 50.0 4MO +65.0 427.0 ♦65.0 416.0 •65.0 49.0 485,0 W. n cmw Sim 25*517.27.M +65.0 •13&0 .85.0 -130.0 .0.0 -13&0 •65.0 •130.0 ♦650 -130.0 +65.0 -116.3 .65.0 •103.4 Q �,J HEADER S.Copps 23.517.26.619 465.0 -130.0 ♦0.0 -130.0 .0.0 -130.0 465.0 -130.0 ♦650 430.0 +65.0 -110.6 465.0 491 44 E03WAb 20317-23.518 4010 •130.0 .650 -130.0 50.0 -130.0 466.0 •130.0 +0.0 -130.0 •0.0 -1098 40.0 ABA alsndaN Plubv 17.617-20:16 +65.0 •130.0 •0.0 43D.0 +00 -130.0 .0.0 -130.0 .650 -13&0 .0.0 -10&9 .93.0 4&5 C. Sts 14.517-17.516 50.0 430.0 +65.0 -130.0 40.0 •1304 +0.0 -130-0 40.0 430.0 ♦65.0 •717.3 +65.0 109.7 Sh.t I 11.377-I4.5I6 ♦0.0 -13010 +0.0 -130.0 +65.0 -1X0 +0.0 430.0 •0.0 430.0 . .D •113.9 465.0 •101.7 T.R.t 31363-0.911 40.0 -130.0 .85.0 -130.0 75.0 -1272 .E.O •125.1 ,810 •116.0 +65.0 49.0 ♦65.0 -03.0 Swded C.4" 25,617.31.562 75.0 430.0 +65.0 -130.0 ♦0.0 -130.0 +85.0 -130.0 +650 •130.0 .98.0 -103.3 .6510 42.1 Egm41. 20.617.26,515 +65.0 .130.0 4E.D -130.0 +E.D -130.0 •65.0 430.0 +610 .130.0 565.0 -1001 463.0 49.5 Q O MEETING RAIL 46 SIaMaNPrwlsw 17.617-20AID .65.0 •13D.D +E.o •130.0 .65.0 -130.0 .05.0 •130.0 •B6.o -130.0 75.0 -104.5 .63.0 43.7 23 Custom ala 14.017-17.516 +65.0 •1300 40.0 -130.0 40.0 -130.0 75.0 -130.0 +00 •130.0 463.0 -109.8 +0A 453 D C omBhe 12517-14318 40.0 •130A .650 -1]0.0 .0.0 -130A +010 430.0 .00 -130.0 75.0 -110.9 75.0 456 27 Shod t 11.377-12.615 40.0 430D +65.0 -130.0 +0,0 -130.0 +E.O 430.0 495e .130.0 75.0 •110.6 +65.0 -101.8 - IIV•I ]320e-37.0.16 +65.0 -130.0 +0.0 -130.0 +0.0 -115.0 40.0 -115.1 +650 414.7 .0.0 -99.0 75,0 43.0 0 Sto ,dCollage 25.3t7-33207 40.0 •130.0 4WD -130.0 40.0 430.0 468.0 -13D.0 .610 -130.0 .65.0 49.8 .E.O 48A Q eq,.wu 23.617.25.510 +65.0 420.0 75.0 -130.0 40.0 -130.0 .0.0 430.0 .65.0 -130.0 75.0 -101.9 .0.0 .9.1 O .13 a D 49120 owtom Sim 20.617-23.516 .850 430.0 +0.0 -130.0 #65.0 •130.0 . .D -130.0 .0,0 •130.0 465.D •100.0 .0.0 412 61aWW Plodow 17.e17.20bIs 750 -130.0 485.0 -130.0 +0.0 -130.0 +60.0 430.0 +00 •130-0 •650 -10&2 +65.0 42.1 town aue 14..17-17.516 +W. 4mo .65.0 -130.0 •63.0 -Iw.o •65.0 430.0 +550. •130.0 710 -1054 .650 439 EXTERIOR SASH -WI Sa. 1 12.617-14.616 750 430D •65.0 -130.0 •E.D 430.040.0 •129.6 +650 -139.6 +55.0 -109.6 75.0 47.4 EXTERIOR SI HEIGHT S1 I 11.377-12.516 +60.0 -130.0 ,0.0 •130.0 +0.0 4242 +010 421.6 7S0 -121.7 75.0 -1132 +86.0 -INA WWI 39.511.411 465.0 •130.0 40.0 -116.6 .0.0 1 49.7 .65.0 .95.8 •810 43.9 +50.0 43.7 +No d1, St2nd9N CWlps 31.517-30.516 +65.0 •130.0 .0.0 -130.0 40,0 -123.6 76.0 •121.2 455.0 421.0 +610 49.8 +65.0 -79.3 Egm136• 26.617-31.616 .65.0 -130-0 4650 -130.0 +0.0 AND +0.0 -13D.0 +0.0 4199 +65,0 492 75.0 •70.0 JAMB a 8w P-1- 23.517-20.618 7610 -030.0 .65.0 -130.0 +0.0 •1229 +0.0 -127.4 +0.0 4202 1 75.0 •91.6R+55.0 A1.D 23 82 Cmfan 9la 20317.23.616 +Wo -130,0 +0.0 -123.7 •0,0 -1079 +&5b -101.4 ♦00 •103.1 .0.0 43.4 42A c--uo 17317-20.510 +65.0 -130.0 50.0 -111.9 •0.0 -9&1 +65.0 42.1 0 44.9 40.0 -89.3 44.6 Cava Su 14.517-17.618 73.0 •120.4 10.0 -1022 +0.0 -0&7 .WX 42A 70.0 -78.6 .010 -782 •7a2 SILL C ShMst 13.017-14.016 •65.0 -120.6 40.0 ABS .0.0 -826 .88.0 -753 +00 -70.5 75.0 -70o •730 61054.1 71.584-13.016 .0.0 •117.1 +85.0 115. 40.0 -79.8 40.0 •70.4 ♦BSD -72.6 .610 •70.0 -740 TWleel 39.617-11.611 5650 -130.0 76.0 •11fie +0,0 109.7 .0.0 43.0 .BSO -93.9 .0.p -81.9 -742 Cwtom Slee 38.617.39.518 40.0 •130.0 .87.0 -124.2 .0.0 -10&4 ♦6510 405.0 +810 403.7 40.0 44.6 •74.3 Egmidis 35.517.38.618 40.0 -130.0 +E.O •12&e •650 -1111 +69.0 -109.9 +0.0 409.0 405M 44.0 -734 i6 Cubm 9116-- -32517.38.516 .0.0 -1]0.0 +E.O_ -111 .610- -1035 .0D -99.9- 4650 -453 +0.0 442- -73.5 U.4.0 Pm4ew 29.617-32.616 ♦650 -730.0 .0.0 -108.6 +0.0 41e +0.0 .16.7 40.0 -68.3 +0S 46.2 - LNbmahs 28117-29.518 +650 •172.1 .650 -893 +E.. 1059 .0.0 •79.] M. -78.9 +65.0 -749 .0.0 •14.9 alma411 20.51e-20.516 1465.0 .116,1 +sa.o 46.6 .E.. 47.4 .e6.D -17.1 +6a.D -74.: +0.0 -71.9 7s.D .71.9 SECTION DETAIL FOR WINDOWS WITH EgmHlis 39,517 40.2 -IHoo .65.0 -156.5 +no 418 .W.( 10&7 .ee.D 4645 -x 101.. .es.o 501 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 64 ClmtomSW 35,017-3&616 ♦0.0 -1221 +65.0 49.3 .0.0 438 75.0 -78.7 .610 -7&9 79.0 •74B .0.0 •71.1 6lawam P100ew 3311e-3s.61e .ss.a •117.1 •650 -94.9 ♦65.0 •79.8 465.0 -75A .650 -716 +65.0 •7010 .0.0 40.0 (REINFORCEMENTS SHOWN IN FIGURES 81.78 TWint •• -41.644 75.0 -117.1 +NX 44.9 .0.0 4&5 +ED 514 +650 4z.6 .66.0 1 -7010 1 no I -7&o ABOVE APPLY TO ALL FRAME TYPES d SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISM B5 ce.pIying wm ft F1w1b 13.9din Code \Q`•�f�;.O•7'Nt�t 11Gi E11NjNS1FN7 7'M7•.�C/•.•,�_��;, Acu pinnoe ho / ReVlslow tioRDle oNO CHANGES THIS SHEET, ByMiami adPO61' 0 NOTES: *: No.58705 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME --aDescription: Dram W. OR INTEGRAL FIN. !A• �, �`'�:' �; 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE JROSOWSKI :O,p'•.• O !(� N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. %�(�s'•.�IORIDP.••'G\?�� ("Imao-1600 PVe: Dote: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR �S/ONAL EN�`� o4P„pm,7e2Dn SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 HEIGHT-DIMENSION SHOWN-ON THE TABLE.- --- �7ll l.11lltl�� PDT INDU YSSE.NC. Se7fos/Abddl: Srnts: Sheak _ _D_rvring No. tier. A.LYNN MILLER,-P:E. ��6D P.E.#58705 CERLOFAUTH.M2929B SH-5400 -NTS---7-OF`12 -MD=SH5400=01--B---= _ ----------- - ---- - -- - FOR ANCHOR GROUP D TABLE Sa7 apcSHEET B MAY BE USED. _ Amba A. fYa{1A Aape mwF anthorCGantlt169 Requlretl ror IB•WEm 24•tt1N 32•WIN 38'WIeY 46'WIN 48"WIN DZ-1/0'WIN 18 WIN 26•Wkb 32'Wa0 JS'W14e 40'WIN 48'WIN 02.1/8'Wlde 18•WIN 24 WIN 1Y WIN JB'Wien 1?WI05 Is'WIN 62-UB'WYb Max MChOf O.C.$P2CIf1$J ro7 GnuRE GmmpF 'Ttu4u8h•Frame"lntita@etlon ,e,,,n .tmn sane lama s4mn Bann .mw .tmn5 ssm6 3nmb 3mrro suw 3)nw saes .rs s �7mb saes .nma Cama .mro .mw 'initOraFFtn'hnOQ/tlon a s a s a q• a a 1199 a a p a s a s a ,� �aES }atf s X25 a yt a tall a $ ,� �s%2 t� ��t5 s }25 ist7 as yAt g 2T M 6144711&44 9e8an alma $ 5Z 1 3 f 3 s 2i 1 Si 5 3's s t.2,3a4 (3enCdpliXi ls¢wn 635h}ImIgM m #�# , 121 1 1 A 2 1 . R41n1."vol R4r41e®Wlydw R71ge tail 9 At nelott Sh— a 23.3 EgMMI 11.394 S 2 7 t 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 t 2 1 1 2 1 1 2 2 1 2 Z 7 2 2 1 2 2 1 2 2 1 2 t / 7 1 f 2 2 t 2 2 1 2 2 1 2 ? 7 Z # 813afud Catpe 14.517.75876 1 2 1 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 1 1 T 1 2 1 .1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 7 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 23 EW4Frtm 27.561-14.516 1 2 1 1 2 1 1 2 2 2 2 2 2 2 2 2 J 2 T 3 3 1 2 t 7 2 i i 2 2 1 2 2 t 2 2 7 2 ? 1 2 2 1 2 t t 2 t 1 3 2 f ? 2 f 2 2 1 2 2 T 2 2 6WIfLN Plwevr 11.377.11.562 2 2 1 2 2 1 2 Z 2 2 2 Z 2 2 2 2 2 2 Z 2 2 2 2 1 2 Z 1 2 2 2 2 # 2 2 2 2 2 2 2 # 2 2 2 2 1 2 2 1 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 743632 23617.25238 2 2 1 1 2 1 1 3 2 1 3 2 t 4 2 1 4 2 1 4 2 1 2 t t 2 1 1 2 2 1 ? 2 1 4 1 S J 2 1 3 2 / 2 / t 2 1 1 2 2 t 3 2 t 3 2 5 3 2 1 3 2 9WnNdCu8a24 20.PSB-23.615 1 Z 7 1 2 1 1 3 7 2 3 2 2 3 2 2 4 2 2 4 2 1 2 7 1 2 1 1 # 2 1 Z 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 3 2 1 3 2 t J 2 1 J 2 37.375 E4u24W U.517-20,957 2 2 1 2 2 1 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 Z Z Z 2 2 2 2 1 Z Z 1 2 2 2 2 2 2 2 S 2 2 3 2 2 3 Z SWtlINPiWem 14.111.17316 2 2 1 2 2 1 T 2 2 2 3 2 2 3 2 2 3 3 2 1 3 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 1 2 2 4 2 2 2 2 2 2 2 2 2 2 2 2 2 ? 2 Sl4rne01 11.417.11.6114 2 # f 2 2 1 2 2 2 2 2 2 2 2 J 2 2 3 2 2 3 2 2 7 2 2 1 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 TaOmt 27.563.31.$11 1 3 1 1 3 1 1 4 2 1 4 2 1 4 2 1 4 2 t 4 2 1 3 1 t 3 1 1 3 2 1 3 2 1 3 2 t 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Cremm Bae 26.517.27.562 2 3 1 2 3 7 2 3 2 2 4 2 2 4 2 Z 4 2 2 4 2 2 3 1 2 J 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 J 1 2 3 2 2 3 2 3 3 2 2 3 Z 315,1/ CCW4120 23.517.28.618 2 1 2 1 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 J 2 2 1 2 2 3 2 2 3 2 2 1 2 2 3 1 2 3 7 2 1 2 2 3 2 2 3 2 Z 3 2 2 3 2 N Egwt1W 24677-23.078 Z 2 1 2 2 1 Z 3 2 2 ] 2 2 3 Z 2 3 2 2 3 7 2 2 1 2 2 1 2 # 2 2 7 2 2 2 2 2 2 2 Z 2 2 2 S 1 2 2 1 1 2 2 2 3 2 Z J 2 2 3 2 2 3 2 SIenNN Pia1w 77.517.26378 2 Z 1 2 2 1 2 J 3 2 3 2 3 J 3 2 3 3 2 3 3 2 2 1 2 2 7 2 2 2 2 2 2 Z 2 2 2 Z 2 3 2 2 2 2 1 2 Z 1 Z 2 Z 2 2 2 3 2 2 2 2 2 2 2 2 Cm2 GUs 14.517.IT516 3 2 1 3 2 t 3 2 2 3 ] 2 3 3 3 3 3 3 3 S 3 3 2 7 3 2 i 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 i ) 2 2 3 2 2 3 2 2 3 ? 2 3 2 Z BaaWml 11.377.14576 3 Z 1 3 2 1 3 2 2 1 2 2 J 2 3 3 2 3 ] 2 3 3 2 1 3 2 1 3 2 2 3 2 2 J 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 741471 }1,561-35.9N 1 3 t 1 1 1 1 4 2 1 4 2 1 d 2 / 4 2 t 6 2 1 3 1 1 3 t 1 3 2 t 3 2 i 3 2 1 3 2 / 3 2 1 3 t 1 3 1 1 3 2 t 3 2 1 4 2 1 4 2 1 4 2 62ane3m Cm04pn 24517.31.582 2 3 1 2 3 1 2 4 3 2 4 2 2 4 2 2 / 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 Z 3 2 2 3 2 2 ) 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 EgcWW 20.617-M.518 2 3 7 2 3 1 2 3 2 L. 3 2 2 4 2 2 3 2 2 3 2 2 3 1 2 J 1 2 3 Z 2 3 2 Z 3 2 2 3 2 2 3 # 2 3 1 2 3 1 2 3 Z 2 3 2 2 3 2 2 3 2 2 3 2 µ btenbmd Ptaiax 17.517.26.516 3 2 1 3 2 1 3 3 2 3 3 Z 3 3 3 3 3 3 3 3 3 3 2 1 S 2 i 3 2 2 ) 2 Z 3 Z 2 3 2 2 3 # 2 3 2 t 3 Z S 3 2 2 J 2 2 S 2 Z 3 Z 2 3 2 2 Clctmm6120 74.617.17.518 3 2 1 3 2 1 3 2 22-Fl 3 2 3 3 3 3 J 3 3 2 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 1 2 3 2 2 3 2 1 3 2 1 4 2 2 3 2 2 3 2 2 J 2 2 9 2 2 Ctisiom Stte 12617-14528 3 2 t J 2 1 3 2 2 3 2 2 3 2 3 2 3 3 2 3 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 3 2 T 3 2 t 3 2 3 2 2 3 2 3 2 2 1 2 2 3 2 2 Slgda)t 71.377.12.518 4 2 7 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 3 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 7 3 2 f 3 2 2 J 2 2 J 2 2 3 2 2 3 2 Z .332D6-37536 _.3 .3 L 1 3 1 4 A- 2. 1 4 2 t 4 2. 1 It 2 1 5 2 -1 .31-1 -1 J 1 1 3 2- -1 3 2 1 3 2 1- 3 -2 1 3 -2 1 3c 1--1 3 T 1 3 2 1 3 2 1 3 2 1 4 -2 f 4 2 tk' SiaMatd fnNBn 23.617.33107 2 3 1 2 3 1 2 4 2 2 1 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 Z 3 2 Z 3 1 2 ] 1 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 EpnF6G 23017.28318 Z 3 7 2 3 1 Z 3 2 2 3 2 2 4 2 Z J 2 Z 3 2 2 3 1 2 J 1 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 2 3 1 2 3 1 3 9 2 2 312 2 J 2 Z 1 2 2 ] 2 c lou,Sae 29.117-23516 3 2 1 1 2 1 } 3 2 3 1 2 5 3 3 3 3 3 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 T 2 3 2 1 3 2 t 3 # 2 3 3 3 3 ] Z 3 2 2 3 2 2 d4625 st8nmrtl PlPlw 17.617.20318 3 Z 7 J 2 7 3 3 Z 7 3 2 J J 3 3 J J ] 3 ] 3 2 1 9 2 1 3 2 2 ] 2 2 3 2 2 3 2 2 J 2 2 3 2 1 3 3 1 3 2 2 3 2 2 7 2 2 1 2 Z J 2 Z Cietae 8" 1!517-17513 1 2 1 3 2 t 3 2 2 3 2 2 3 2 3 3 3 3 3 Z ] 3 2 t 1 2 4 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 J 2 2 3 2 2 3 2 2 pelmet SIZ. 12.517.14518 3 2 1 3 Z 1 3 2 2 3 2 2 3 2 3 1 2 3 3 2 J S 2 7 3 2 1 3 2 2 3 2 2 ] 2 2 ] 2 2 1 Z 2 3 2 1 3 2 1 J 2 2 J 2 2 J Z Z 3 Z Z 1 2 Z Student 11.37T•t2.510 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 1 2 3 3 2 J 3 2 1 3 2 1 3 2 2 3 2 2 1 2 2 J 2 2 J 2 2 3 2 1 3 2 1 J 2 2 3 2 2 3 2 Z 7 2 2 J 2 2 7mµ1 38.6/7-i1.6µ 2 4 1 T. 4 t 2 4 2 2 4 2 2 4 2 2 5 2 2 4 2 3 4 1 2 4 i 2 4 2 2 4 2 2 4 2 2 1 Z Y 4 2 2 4 1 S i 1 2 1 2 2 ♦ 2 2 4 2 Z 4 SWMvd corup 31.517.36.518 3 3 1 3 3 1 3 1 2 3 4 2 3 4 2 3 4 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 9 3 2 J 3 1 9 3 1 7 3 2 3 3 Z J 3 Z 3 J 2 3 J 2 Ental. ffi517.3f5/6 3 3 t 3 3 t 3 4 2 3 4 2 3 4 3 7 1 3 3 3 3 3 3 1 3 3 1 3 2 3 3 2 3 3 2 3 3 ? 3 3 2 3 3 f J 1 1 3 3 2 J 3 2 3 3 2 3 2 3 3 2 SWMe,e Prwlw 23.517.28375 3 3 1 J J 1 3 3 2 3 1 2 J 3 2 3 3 3 3 1 J 3 3 1 J 3 1 3 3 2 3 J 2 3 J 2 J 3 2 ] J 2 3 1 1 3 ] 1 3 J 2 3 3 2 3 3 2 J J Z J 3 2 E2 Cutbm Bao 26.b17.23516 3 2 t 3 2 1 3 2 2 1 ? 2 J 3 2 3 3 J S 3 3 J 2 t 3 2 1 3 2 2 3 2 2 ] 2 2 3 2 2 3 2 2 3 2 / 3 Z 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cutae at'. 17.677.24518 1 2 7 7 , / 3 2 2 1 2 2 3 T 2 3 2 3 3 2 3 3 2 1 3 2 1 3 2 2 b 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 Z 2 3 2 2 3 2 2 3 Z 2 3 2 2 Cu0t0m 6ae 14.017.1TSI8 / Z 7 d 2 f 4 Z 2 / Z 2 4 2 2 4 2 Z 4 2 ) 4 2 1 4 2 1 4 2 2 4 Z 2 { 2 Z 4 Z 2 { 2 2 4 2 7 4 2 1 / # 2 4 2 2 4 Z 2 4 2 2 4 2 Z pst4m Bice 15.017-14.518 4 2 7 4 2 7 4 2 2 4 2 2 4 2 2 4 2 2 4 2 S 4 2 7 4 2 I 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 I 4 2 1 4 Z 2 4 2 2 4 Z 2 4 2 2 4 2 2 8aod84t 11.054.13.016 d Z 1 4 2 7 4 2 2 4 2 2 4 2 2 ♦ 2 2 4 2 3 4 2 1 4 2 1 4 2 2 / 2 2 4 2 2 4 2 12S 2 4 2 1 4 2 1 / T T 4 2 2 4 2 2 4 2 Z 4 2 2 T83mt 39.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 3 ♦ 2 3 4 2 3 4 / 4 4 1 3 4 2 3 4 2 S 4 2 3 4 2 3 4 1 3 t 1 3 4 2 3 ♦ 2 S 4 2 3 4 2 3 4 2 Gwt GBae 36.517.39.618 3 4 1 3 A 1 3 4 2 3 1 —213 2 3 4 2 3 4 2 3 4 7 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 Et6s4ge 35.617.30.616 3 3 1 3 3 1 3 1 2 3 4 2 J 4 3 J 4 ] 3 3 1 1 3 1 3 3 2 3 3 2 J J Z 3 3 2 3 3 1 3 3 1 3 3 2 3 4 2 ] 1 2 3 1 2 3 ] 2 T6 C+atam Sam 32517-35316 3 3 1 3 3 1 3 3 2 3 3 3 4 3 3 4 3 3 3 1 3 3 1 3 3 2 3 3 J 3 2 3 3 2 3 3 f 1 3 1 3 3 2 3 3 2 3 3 2 3 3 2 $ 3 2 SWM7,e PNIw 26.617.32513 3 J t 3 3 1 3 J 2 1 3 2 3 3 3 3 3 3 3 3 1 3 3 7 J 3 2 3 3 2 3 3 2 3 1 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Cwt s MSae 25517-29316 4 3 1 4 3 t 4 3 2 4 3 2 4 3 2 4 3 3 i 3 t 4 3 i 4 J 2 4 J 2 4 3 2 4 3 2 4 3 i 4 3 1 4 3 2 4 1 2 4 3 2 43 ? 4 3 2 25.073.26516 4 3 1 1 3 14 3 2 4 3 2 4 3 2 4 3 3 4 1 1 4 ] f 4 3 2 / 3 2 4 3 2 { 3 1 4 3 I 4 3 1 4 3 Z 4 3 2 1 3 2 4 J 2 4 3 2 E42nNW 33.517.41344 3 4 1 3 4 1 3 4 2 1 4 2 3 4 3 J 4J 3 4 1 3 9 7 J 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 2 1 4 2 J 4 2 J 4 2 3 42 3 i 2 5/ Garter,Sae 33.617.35318 4 3 1 4 3 7 4 3 2 4 3 2 6 4 2 4 4 S 4 3 7 4 1 1 4 3 2 4 3 2 4 3 2 4 3 Z 4 3 7 4 3 1 4 3 2 { 3 2 { 3 2 4 3 Z 4 7 2 6t4nLNPa9ew 33.910.33518 ♦ 3 1 4 3 7 3 2 4 J 2 / 3 Z 4 3 2 4 J 1 4 1 1 4 J 1 1 J 2 4 J 2 4 3 2 4 3 2 1 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 391.78 7411µt -41344 4 4 7 i 4 1 4 4 2 4 4 2 4 4 3 4 4 3 { 4 3 84 4 2 4 / 2 4 4 2 4 i 1 4 4 2 4 4 # 4 4 2 4 4 Z 4 4 2 4 i 2 SEE TABLE 4,SHEET 6 FOR DESI N PRESSURES EN USING THIS TABLE. -MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.135 PRODUCT REVISED - as oomtAyieg with the Florida Building Coda - _ I7 1 1 7 1 11 7 Acceptance No/ �.l` 0VV LYNN 7�i,,� RaNaton: a Talion Wm ,AZQ ENSF !l�% NO CHANGES THiS SHEET. °iwddnPloduceCoie7oi NOTES: `*� No.58705 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED...........TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. Aea2rP 8Y' 2)USE THE ABOVE'MAX.ANCHOR O.C.SPACING..........'TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. �"� 1 ' •'�'- 1070 TECHNOLOGYDmw ANCHOR QUANTITY TABLE J ROSOWSKI -• t SATE OF N.VENICE,FL 34276 3)FRAME DIMENSIONS ARE BUCK'MR'=MEETING RAIL r��s'•.;;70RIDA,.•'G\5 (1)41}-080.1600 True: O4te: /15 4)FORSIZES NOTSHOWN,ROUND UPTOTHE NEXTAVAILA13LE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. �,r 0 E. t1, cgm4o7rzpaa17 SiNGLEHUNGWlNDOWlNSTALLATION-NI 05H5R iso NAl � `� PmlRous3R�s.INc. rrtltilltil ALL RMM RESERVED Se7easfMddefi Scala: Sh"t• omwhp NS. � Rar. 5)REFER TO TABLES 2 8 3,SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. A.LYNN SMISLgL�0R5'P.E. 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NO CHANGES THIS SHEET. B. .301' : �'�,.••'�%CENSF•.�cl Vt�WSIi [koduclCor! .754" .750" P•• �� *; NO-58705 T .035° -��--� .025' --r► -} De dp8on: Drown By: 73 IG BEAD 80 EXTRUDED 81 ROLLED I %�' 22 �= 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI SCREEN FRAME SCREEN FRAME O�•. ST 7E O T.•(V�� N.VENIN,FL 34275 'AORID>•.•'•G\�� (94IMM16DD TiBe: Dom: �NIAL EN.�`� *opts SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 A.LVNNIMILI_ER P.E. PGTIIGMRESERVED SERVE Sertee/Modek Scale: Sheet• Drowfnp No. Rer. ALLw � No. NTS 10 OF 12 MD-SH5400-01 B P.E.#5670.5 CERT.OF AUTH.A29298 -- - -- --- ----- - --------- - --- -- ---- - TABLE 8: TABLE 8,CONT.: SILICONE HOT-MELT BUM Bill of Material Bill of Material,cont STRUCTURAL # Part# Description Material # Part# Description Material STRUCTURAL SILICONE 114"NOM. FOAM 3/16"NOM. 1 620101 Single Hung Frame Head&Jam s-J Channel PVC 45 720197 Auto Lock Mechanism C Steel POLYISOBUTYLENE WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Swaep Lock Cast Zlnc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc E)Cr_GLASS ExT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX#6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 520105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cost ZSnc 6 620106 SH/DH Frame Sill-Flange PVC 50 76X94PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7e 77 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACERS NXT'm 18 620133 Sash Stop/Screw Cover PVC 66 720207 1"Trlt Latch Spring Ss 19 620156 Pull Rall Interlock 6005 T5 Al 57 420186 Plastic Tift Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cost Znc REINFORCEMENT POLYISO. DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC BUTYLENE 22 620145 Beveled Interlock Cover PVC 60 720206 Phot Bar S5 5116"NOM. SEAL 5/16"NOM. 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED 26 620153 Standard Meeting Rail Re(ntbroement 6005 TS At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL _ -27 --620154--HD Meeting Rail Reinforcement -6005 T5 At 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT GLASS 30 61644 Weatherstrip,.1871 x.270"Fin Pile 66 420188 Bottom Latch Strike Plata Cast Zinc 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 518"Ph.FH SMS Strike Plate Screw SS EXT.GLASS 32 61719 Weatherstrip,.187"x.220"PolyPile 73 720136 I.O.Bead PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 35 78X1MTTT #8 x 1"Ph.PH SDS(Intedock Mounting Screw) 75 71548N Setting Block(718"x 1"x 1/8"),85+1-5 duro. EPDM INT.GLASS 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame AAlum lum 7s DURASEAL® 79 XL EDGE'"' 37 71669SP Meeting Rall Screw Support Plate 6063 T6 Al 81 61011 Rdl-Formed Screen Frame 38 720210 Weep Hole Cover PVC 82 7CKGL821 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720X1000( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 84L7CASPM Screen Comer Key without Pull Ring PVC 42 Spiral Balance 85Tension Spring SS43 720205 Spiral Balance Shoe Nylon 86Screen Cloth44 78X114FPAX#8 x 1-114"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 .140"Screen Spline(Machine/Hand Rolled) Vinyl Part# Description Material PTt00UC7 REVISFD 76 KommedIng 4SG TPS Spacer System its complying with LW FIMW _ 77 Quanex Super Spacer nXi with Hot Melt Butyl See this AmTdino Code r r,I r r r AcaDtaawNo/7-0(o�•flG 78 Quanex Duraseai Spacer Materials `�.�Sheet for `,�pNY,LYNNM'� R°""Of E 'scion arta 79 Cardinal Edge Spacer 1 �;•' �tCENSF.�� NO CHANGES THIS SHEET. Rr ,r r4adaefCen REFERENCE TEST REPORTS:FrL-8717,8968&8970 *.' N0.58705 •� MT, 7 � DeserrpUon Drorn By: :��,�•.• 1070TE�EH,NOLOGY FL34275 � BILL OF MATERIAL(BOM) J ROSOWSKI NOTES: ��CC •••F�ORIDP•.••• ��` (941}4841800Oat.: %SSS NG�.� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. '/7jONAL r ��`` peTN� rig �,pos/lAodeY. Scala: 5'M.t: Drawl/q No. Rer. 2)ITEMS#9-13,15,24,25,28,29,34,39.61,62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MI'LER,P.E. SH-5400 NTS 11 OF 12 MD-SH5400-01 B P.E.#5870.5 CERT.OFAUTH.#29296 -- ------- - --- - -- - -- - - OPT.-SWEEP LOCK-- 46 OCK -46 qg OPT.AUTO LOCK ^ 18 47 - -- - -- i �•� 20 57 OR58 48 O 51 OR 52 ! 85 o I i 45 OPT.PULL RAIL I 22 82 OR 84 _ 18 INTERLOCK& COVER 56 ®o 87 o ! O 86 I � •� � ! 35 1 \` OPT. MITERED FRAME WITH21 BEVELED }.• INTERIOR AND EXTERIOR 16 INTERLOCK i FRAME WELDS •o O &COVER 73 X4 `` 54 �`�•• 73 X4 18 53 -••"`` - -- - --- 50 ••� ~ 80 OR 81 SCREEN pP'" 49 60 OPT.PULL HANDLE '• 64 WITH LATCH ASSEMBLYO DETAILS CONSTANT FORCE �`• I 65 16 41 BALANCE 82 OR 63 B " OR OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE d 63 67 •.•''�, 1 16 d MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 ---------- , 36 DETAILS `'•=`` _�.� O ."•-^ EXTERIOR 5 '__-----•_•_�_�• C ,UDUCT REVISED 53 Towith Florida — Building Cade •\• I t I 1 -.•._-'-__--_------_-_-"___-_.'-�------"- Acc<planco No - e FRAMEC:rpitetion Data ASSEMBLY LYNgr ''• Revraron: DETAILS �1GENgF �'. NO CHANGES THIS SHEET. Md,,rpea, cog .F� _*: No.58705 Desarptbn: Dra"By: EXTERIOR\ ��-:' �z 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI NOTES: Q A7g P W- N.VENICE,FL 34275 f� T True: Date: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. ��s''•F�ORtOP•.•'G\?� (9a1}46o-tsoD SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1&5.OTHER FRAME TYPES APPLY. ,'�/S�QN'A1L��\ pGCFM TQ2DI7 D. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS.3)FOR REINFORCEMENT TYPES.SEE DETAILS ON SHEETS 6&7 A.LY.f MILLER`P.E. ALL WCBfa t�sErtvEo ``'cries/M1rodar: Scafa: Sheep —Ing No. Rar. P.E.#58705 CERT.OF AUTH.#29296 SH75400 NTS 12 OF 12 1 MD-SH5400-01 B