Loading...
HomeMy WebLinkAboutNOA, Windows (fixed) A X% 'P Fr,�rG M IAM 1-DARE_ 'oy1IA.MI-DADS COUNTY ill � _Dre;CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) G';s. 805 SW 26 Street,Room 208 BOARD AND CODE A MUGSTRATION DIVISION T(7861"315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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(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., 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, 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#16-0714.20 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. NTY NOA No. 17-0614.07 MiAMI•DADE COU Expiration Date: September 24,2020 v�o3�17 Approval Date: October 12,2017 Page 1 l PGT Industries,Iiic. NOTICE OF ACCEPTANCE: E`71DENCE SUBMITTED A. DRAWINGS 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. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970., dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (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 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 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 NOA 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, P.E. (Submitted tinder NOA No. 15-0415.01) Jorge M. Plasencia,P.R. P oduct Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-1 PGT Industries,be. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT(MAD) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-9- 4- 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 vinyl fixed windows w/tube mullion,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8174, dated 03/31/15, signed and sealed by 1dalmis Ortega, P.E. (Submitted under NOA No. 15-0415.01) 5. Additional, Reference test report FTL-8183 per TAS 201,202 &203-94,issued by Fenestration Testing Laboratory, Inc. (Submitted tinder NOA No. 15-0415.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014) and FBC-6th 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 09115116, 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. Jorge M.Plasencia,P.E. Pro act Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-2 i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i F. STATEMENTS 1. Statement letter of conformance to FBC-51h Edition (2014)and FBC-6th 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. orge M.Plasencia,P.E. Pro ct Control Unit Supervisor NOA No. 17-0614.07 Expiration Date: September 24,2020 Approval Date: October 12,2017 E-3 TABLE 1: Glass Table Sheet WI NDOW FRAMES MAYBE ANY OF THOSE SHOWN BELOW: Type Description # # 1 7/8"I.O.:i/8°A Exterior Cap+6/8"Air Space+1/8"A 4 8 'A"=ANNEALED 2 7/8"I.G.:1/8'T Exterior Cep+518'Air Space+1/8'T 5 8 T'=TEMPERED 3 7/8"I.G.:3116'A Exterior Cap+1/2"Air Space+31161 A 6 9 0� U❑ 4 7/8"I.G.:3/16'T Extedor Cap+112°Air Space+3/16'T 7 9 BOX CR 5 1"I.O.:1/4"A Extedor Cap+1/2"Alr Space+1/4"A a 10 o EQUAL a 6 1°I.G.:1/4'T Exterior Cap+1/2"Air Space+1/4'T 9 10 FLANGE LEG TABLE 2:ANCHORS INSTALLED THROUGH FRAME .Group Anchor Substrate Min.Edge Min. •MIN.OF 3 THREADS Distance Embedment' BEYOND THE METAL Leo �o P.T.Scuthem Pine(SG=O. ) 7/16' 13/8" SUBSTRATE. #10 SMS Steel,A361 3/8" 0.050" 0❑ 0 (Steel,18-8 S.S. 'UNGROUTED CMU" Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) VALUES MAYBE INTEGRAL o Of 410 S.S.) J-CHANNEL A Aluminum,6063-T6` 318" 0.050" USED FOR GROUTED "if g FIN P.T.Southern Pine(SG=0.55) 7116" 1318° CMU APPLICATIONS. 3/16"steel Ultracon Concrete(min.2.85 kei) 1" 1318" Ungrouted CMU,(ASTM C30) 2-1/2" 1-114" o P.T.Southern Pine(SG=0.55) 9/16" 13/8" 1 O3 PRODUCT REVISED #12 SMS as complying with the Florida steel,18-8 S.S. Steel,A36• 3/8" 0.050" Building code ( OA-Mo. 17-0614.07 Steel Stud,A653 Gr.33' 3/8' 0.0451°(18 Ga.) Of 410 S.S.) Aluminum,6063-T5* 318" 0.063" NOTE:SEE DETAILS AND DIMENSIONS ON SHEET 11 Expiration Date 09/24/2020 B 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1.3181 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1318' ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES M amt-D a Productontrol BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-9,SHEETS 6-10, 114"steel Aggre-Gator P.T.Southam Pine(SG=0.55) 1" 13/8" LONG LONG LONG SHORT 1/4"steel Ultracon Concrete(min.2.85 ksi) 1" 1314° F'-- SIDE___ "� (- --SIDE r{ �-- SIDE "{ �{ SIDE C Ungrouted CMU,(ASTM C-90) 2-V2" 1-1/4" 1/4"steel Cretellex Concrete(min.3.35 ksi) 1" 1314" r I 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1-314" 00 =y 02 114"steel Cretetlex Concrete(min.3.35 ksi) 2-112° 13/4" H D Ungrouted CMU,(ASTM C•90) 2-1/2° 1-1/4" iL 1 1 a. Concrete min.3.275 kSl 1-1/2' 1 8" LONG LONG LONG LONG LONG 1/4"steel Aggre Gator F" SIDE I SIDE �I f� SIDE I f— SIDE �I - SIDE �{ z NO CHANGES THIS SHEET. Grouted CMU,(ASTM C-90) 2" 2" --- r— — r——— r— — t T r oo( oo_I ./j ( o_ /a 09 oTo 6j c 9 �/ x men I NN NMI I 0- Group 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min11 1 Group Anchor Substrate Distance Edge Min. 1 1 1 L— —J .l I- J Distance Embedment' \`111 lirrll� E 2-1/2 x.131°Common Nall P.T.Southern Pine(SG=.55) 318° 2-7/18" \�.``ONY LYNN 2-1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318" 2-7/16' 1070 TECHNOLOGY DRIVE '��•L1GENgF'•(( Material Min.Fr Min.F. N.VENICE,FL 34275 P.T.Southam Pine(SG=.55) 1/2 1318° Sleecfev i S 92 ksi t20 ksi #10 Trusshead SMS (941)-480-1600 (steel,1B•8 S.S. Aluminum,6063T5' 3IB" 0.050" 1138 Screw 60 ksi 95 ksi ?�2F Steel Stud,Gr.33' 318" 0.0451' 18 Ge. 410 Screw 90 ksi 110 ksi of 410 S.S.) ( ) COPYRIGHT®2017 PGT INDUSTRIES,INC. --0• tr_ F Steel,A36" 318" 0.050" Nco Aggre.GdorO 57 ksi 96 ksi CERT.OF AUTH.#29296 ALL RIGHTS RESERVED � 3 �(u` MIN.OF 3 Elco UIOaCoMD 155 ksi 177 kse . RT Southern Pine(SG=.55) 9/16' 1318" % T #12 SMS THREADS q10 SS t7caGdeHexa9 t27.4ksi 189.7 ksi VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9!9114 :, FCORIDP.•'G\ Aluminum,8063-T5' 3/8" O.OB3° BEYOND 8083T5 AWmimun 18 ksi 22 ksi �i s (steel,1B B B.S. Steel Stud,Gr.33' 318" 0.050" THE A36steel 36kd o" /5e ksi GLASS/ANCHORS/FRAME OPTIONS em J ROSOWSKI ''�,YONAL or 410 S.S.) METAL 11111110 Steel,A36' 3/8" 0.050" SUBSTRATE, Gr.33 Steel Stud 33 ksi 45 ksi N " " PW-5440 NTS 2 OF 11 o z' MD-5440.0 B A.LYNN MILLER P-E N y ti P.E#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EMBEDMENT SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH FRAME INTO ZX WOOD EDGE DISTANCE _ 114°MAX. 1J4•MAX, •. �` SHIM FRAME OR BUCKSTRIP. r 2 4 SHIM SEE NOTE 2,THIS SHEET. ^O EDGE O^ " EDGE L..—J 5 I ._] FLANGE EMBEDMENT DISTANCE �DISTANCE FRAME 1 S1"THICKI.G. — TYP.ANCHOR TYPE, Q 9 TYP.ANCHOR TYPE, __Li/4'MAX.SHIM EMBEDMENT AND EOOE EMBEDMENT AND 2 TYP.ANCHOR TYPE, DISTANCE PER SUBSTRATE,SEE—EDGE DISTANCE PER EMBEDMENT AND SUBSTRATE, D� TABLE 2 SHEET 2. SEE TABLE 2.SHEET 2. , EDGE DISTANCE PER .•• o ' SUBSTRATE,SEE _ 718"THICK I.G. TABLE 2,SHEET 2. EXVISIBLE LIGHT WIDTH -i-� 7 6 FLANGE EXTERIOR EQUAL- 5 SHOW � SHOWN LEG/BOX NOTES: BUCK WIDTH FRAME SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOWEMBEDMENT 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 ALUMINUM/STEEL 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 114•MAX. F-xplration Date 09/24/2020 1-112"THICK ARE TO BE CONSIDERED 1X SHIM HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF #10 OR#12 STEEL 1/4'MAX.SHIM By HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD SMS(G5),SEE Mlami- ,de Product Control BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR TABLE 2,SHEET 2. O GREATER,IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER 1'THICK I.G. LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH O HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM . BEADING TO BEADING. FLANGE EQUAL SHAME LEG/60X NO CHANGES THIS SHEET. SHOWN FRAME TYP TYP.ANCHOR TYPE, SHOWN o EXTERIOR EMBEDMENT AND o EXTERIOR 4 EDGE DISTANCE PER INSTALLATION<11 INSTALLATION SUBSTRATE,SEE EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEGIBOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL �•aQN�.�yNN •,7, FRAME SHOWN 1/4'MAX SHIM 1070 TECHNOLOGY DRIVE ���\.',' 1,10ENSF'•�C��ii N.VENICE,FL 34275 Q (941)-480-1600 = i°D 58705 < EMBEDMENT ® • •.!•�• COPYRIGHT 02017 PGT INDUSTRIES,INC. CERT.OF AUTH.#29286 ALL RIGHTS F E RESERVED �� � •�� INSTALLATION VISIBLE LIGHT FORMULAS = OA G �U� OPTION I WIDTH:BUCK WIDTH-63/4" VINYL FIXED CASEMENT WINDOW NOA(NI) 0 9/9/14 ',�`SS;•.<oRiD?.•''G\?: ANCHORED THROUGH , •T EDGE DISTANCE HEIGHT:BUCK HEIGHT-6.3/4° FRAME DIRECTLY INTOVERTICAL SECTION B-B o FLANGE&EQUAL-LEG180X FRAMES aS* JROSOWSKI rr/rrlllil�� CONCRETE/CMU. „ -. PW-5440 y NTS � 3 OF 11 a z MD-5440 B A LYNN MILLER P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 114•MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4°MAX.SHIM EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. I-+- EDGE DISTANCE ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD I► EMBEDMENT () FRAME E 2 7HISS SHEET.SEE SEE NOTE 2,THIS SHEET. FRAME OR SUCKSTRIP.SEE I 1111 NOTE 2,THIS SHEET. NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE �O B OQ I J-CHANNEL — ❑ FRAME SHOWN /I EMBEDMENT O O TYP.ANCHOR 1'THICK I.G. 1/4"MAX.SHIM EMBEDMENT - - - 1 � TYP.ANCHOR TYPE,EMBEDMENT AND EDGE a AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE,SEE TABLE 3,SHEET 2, SUBSTRATE, E SEE TABLE 2, INTEGRAL TYP.ANCHORTYP , (NAIL SHOWN) SHEET 2. 7/8'THICK I.G. o FIN EMBEDMENT AND EDGE oCrJ� �� FRAME DISTANCE PER SUBSTRATE, J-CHANNEL EXTERIOR �- VISIBLE LIGHT WIDTH 7 SHOWN SEE TABLE 3,SHEET 2. 6 a D FRAME JJ�� (NAIL SHOWN) SHOWN V NOTES: BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. 7/B'THICKI.G, FOLLOW EMBEDMENT AND EDGE DISTANCE DADE APPROVED MULLION,FBC COMPLIANT ALUMINUWSTEEL FRAMING OR STEEL STUD. PRODUCT REVISED LIMITS.ANY INSTALLATION OPTION SHOWN MAY MAY BE VER71CAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET2. 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 Expiration Date. / 4/2020 HEIGHT LIGHT THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X #10 OR#12 STEE)1N-FI HEIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL 114"MAX SHIM SMS(GS),SEE SHIM MAX By IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. TABLES 2&3, SHIM Miam a Product Control WOOD BUCKS DEPICTED AS 2X ARE 1.12"THICK SHEET 2. OR GREATER.I AND 2X BUCKS(WHEN USED) 0 1"THICK I.G. SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. O O 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. NO CHANGES THIS SHEET. 3 c INTEGRAL FIN �� EXTERIOR ;y EXTERIOR FRAME SHOWN I-I a INSTALLATION OPTION 7 V INSTALLATION OPTION 8 INTEGRAL a❑� 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. `7111 SHOWN. o SHIM 1070 TECHNOLOGY DRIVE �`�`\�?ON CENS���!'�� N.VENICE, 34275 INSTALLATION EDGE VISIBLE LIGHT FORMULAS (9(941)-480-1600 0 =>h': N°•58705 •� OPTION 5 DISTANCE WIDTH:BUCK WIDTH-6-314' ® _ O HEIGHT:BUCK HEIGHT-6J/4' COPYRIGHT 02017 PGT INDUSTRIES,INC. �Y ANCHORED THROUGH - CERT.OF AUTH.#29296 ALL RIGHTS RESERVED `. ' (� INTEGRAL FIN INTO 2X :0T'•, TE F (V WOOD FRAME OR _r..I EMBEDMENT c`-U-. VINYL FIXED CASEMENT WINDOW NOA(NI) S 9/9/14 �6`S,'••F�oR1oP..••G��; BUCKSTRIP.SEE NOTE 2, TYP.ANCHOR TYPE,EMBEDMENT c �s/Q THIS SHEET. AND EDGE DISTANCE PER J-CHANNEL&INTEGRAL FIN FRAMES am'• J ROSOWSKI ��//iN/iL 1111 VERTICAL SECTION D-D SUBSTRATE,SEE TABLE 3,SHEET 2. (SCREW SHOWN) H = ^' i A.LYNN MILLER P.E. PW-5440 NTS y 40F11 oz MD-5440.0 B p,E#68705 1 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) 5440 SERIES (EQUAL LEGBOX FRAME WITH IDENTICAL PRODUCTS COMBINED) AWNING A--63'MAX FOR FIXED CASEMENT WINDOW A)INDIVIDUAL A=40'MAX.FOR CASEMENT (SILL) COMPONENTS: A)INDIVIDUAL A=60"MAX.FOR AWN.,,- B)COMBINED 5440 SERIES FIXED CASEMENT COMPONENTS: COMPONENTS: VERTICAL FRAME ASSEMBLY TUBEIMULL 5440 SERIES SHALLOW,FLUSH CAP AWNING SECTION F-F FRAME ASSEMBLY WINDOW A WINDOW TUBE/MULL e 5440 SERIES //\ ANCHOR FIXED CASEMENT / \ \ 4"MAX. _ FRAME SEE - 5440 SERIES - ASSEMBLYWINDOWS __- CASEMENT__ TUBEIMULL F+ 4 \ APPROVAL WINDOW 4'MAX. FOR ANCHOR (HEAD) T INFO MAXIMUM DESIGN \\ 127-1/4'MAX + \\ 127-1/4'MAX. PRESSURE WHEN 5440 SERIES USING THE FRAME CASEMENT ASSEMBLY TUBEIMULL, WINDOW" 84'MAX /\ ADDITIONAL MULLION SEE NOTE 2: / ` ANCHOR SEE NOTE 3, +/-70.0 PSFj THIS SHEET FRAME ASSEMBLY �--� - EXTERIOR B)COMBINED TUBE/MULL�--� l"- G.�__ 5440 SERIES CASEMENT COMPONENTS: 8'M 'MAX,SEE NOTE 3,THIS SHEET (SILL) ,r WINDOW SIL 4"MAX —r;A..IIONAL MULLION ANCHOR 6440 SERIES4.MAX _� L. SEE NOTE 3,THIS SHEET FIXED CASEMENT / �/ - fINFO PRODUCT REVISED WINDOW/ VERTIas gulldl complying Oew��the Florida -- _ 8'MAX' SECTINOA-No. 17-0614.07 WINDOW SEE NOTE 3, ANCHOR THIS SHEETExpiration Date 09/24/2020- 1 E E 'UNDER SEPARATE APPROVAL By 63"MAX. Miam-Aad roduet Control FRAME ASSEMBLY TUBEIMULL NOTES:ALSO SEE NEXT SHEET: FRAME ASSEMBL TUBEIMUL 1)DRAWINGS SHOWN ON THIS SHEET ARE EXAMPLE CONFIGURATIONS FOR ALL FRAME SE WINDOWS APPR TYPES.ADDITIONAL CONFIGURATIONS BASED ON WINDOW SIZE,TYPE,SHAPE,QUANTITY FOR ANCHOR AND FRAME ASSEMBLY TUBE ORIENTATION ARE PERMISSIBLE FOLLOWING THE GUIDELINES OF THIS SHEET.127.1W MAX ► 5440 SERIES2)ANY 544DSERIES CASEMENT(UNDER SEPARATE APPROVAL),AWNING(UNDER FIXED CASEMENT SEPARATE APPROVAL)OR FIXED CASEMENT WINDOW MAY BE ATTACHED TO THE FRAME WINDOW(HEAD) ASSEMBLY TUBEIMULL,IN ANY COMBINATION TO THE SPAN AND WIDTH LIMIT SHOWN. C)HORIZONTAL NO CHANGES THIS SHEET. SECTION NT FOR ALL WINDOWS IN THE ASSEMBLY,USE EACH WINDOW'S INDIVIDUAL APPROVAL FOR SHALLOW,FLUSH CAP ANCHORAGE,SIZE AND DESIGN PRESSURE LIMITATIONS.THE LOWEST DESIGN °o PRESSURE OF THE WINDOWS OR FRAME ASSEMBLY TUBEIMULL APPLIES TO THE ENTIRE 5440 SERIES FIXED ERIES ASSEMBLY. FIXED CASEMENT CASEMENT 3)FOR ALL COMBINATION UNITS,ADDITIONAL INSTALLATION ANCHORS ARE REQUIRED WINDOW WINDOW TO BE INSTALLED THROUGH THE WINDOW FRAMES,AS SHOWN ON THIS SHEET,ON EACH SIDE OF THE FRAME ASSEMBLY TUBE/MULL WHEN USING FLANGE OR EQUAL-LEG/BOX REQUIIRED AS SHOWN ON HET 6.ES.FOR FIN OR J-CHANNEL Ly ADDITIONAL ANCHORS AND END CAPS ARE `� pNY LyNN,y�'%� t 1070 TECHNOLOGY DRIVE •. L)GENSF �(� 4)FOR FLANGE OR EQUAL-LEG/BOX FRAMES,THE FRAME ASSEMBLY TUBE TO BE N.VENICE,FL 34275 FRAME ASSEMBLY TUBEIMULL MIN.#10 X 3/4'SMS @ 1T FASTENED TO WINDOW,AS SHOWN IN DETAILS,WITH MIN.#10X314'SHEET METAL _ �• •�� MAX O.C.THROUGH (941)-480-1600 71t ND.58705 DEEP,FLUSH CAP SCREWS.USE THE SAME SPACING AND QUANTITYAS THE WINDOW INSTALLATION EXTERIOR INSTALLATION HOLES,SEE ANCHORS GIVEN IN THAT PRODUCTS APPROVAL,UP TO 1T MAX.O.C.,ADD ADDITIONAL ® WINDOWS APPROVAL FOR ANCHORS AS NEEDED,THE FRAME ASSEMBLY TUBE IS NOT REQUIRED TO BE CLIPPED COPYRIGHT®2017 PGT INDUSTRIES,NC : r _- SEE SHEET 6 FOR FRAME fl ANCHOR INFO, TO THE SUBSTRATE.ALL EXTERIOR JOINTS TO BE SEALED BY INSTALLER. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED � - S A �' ASSEMBLY TUBElMULU0 \J F '•40' DETAILS 5)THE FRAME ASSEMBLY TUBEIMULL MAY NOT EXCEED 63'IN LENGTH OR BE USED IN = VINYLFIXED CASEMENT WINDOW NOA(NI) 9/9/14 ��tCs'•.:°COg1D1',.•'•-���` OOE127-114* -1 CROSS WIDTHORHE HEIGHT,FROM WINDOW BUCK TO WINDOW BBUCNT WINDOWS MAY NOT K,NCLUD NGCEED A T FRAME ASSEMBLY TUBE DETAILS A Q� J ROSOWSKI '��'Si�� AL I NGS\\ THE FRAME ASSEMBLY TUBE/MULL WIDTH. PW-5440 NTS 5 OF 11 i MD-5440.0 61 B A.L P E.#MILLER.P.E. EXAMPLE CONFIGURATIONS WHEN USING THE FRAME ASSEMBLYTUBE/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 127-114•MAX WINDOW ANCHOR WINDOWS,SEAL WITH ANCHORS THROUGH THE END CAP OR 127-1/4"MAX. 63"MAX- SEE NOTE 2,SHEET 5SILICONE. 7 ADDITIONAL GROUP F ANCHORS, oo ® gO e e'09 ® e!Q ® -------- � 63" � 1-114° MAX. 127-1/4'r' rlxLO 7i MAX L FLYER FIXED FIXED FIXED 127-114-MAX. 2 OR MORE WINDOWS WITH VERTICAL T MAX FRAME ASSEMBLY TUBEIMULL. I} 255-314° (4 WINDOWS MAX.) 1.114" 127-1/4'" FIXED MAX. EXTERIOR r— 127-1/4'MAX. �� Mme• 63' FIXED MORE DOWS MAX MA ,WITH HORIZONTAL F�AME FXED ASSEMBLY BEIMULL�NCSEMENT ANN.1 r— 127-1/4'MAX. 255-314'MAX. 2 OR MORE WINDOWS WITH VERTICAL FRAME PRODUCT REVISED ASSEMBLY TUBE/MULL VARIOUS WINDOW as complying with the FloridaSIDE VIEW TYPES AND SIZES(4 WINDOWS MAX.) Building CCadde NOA No. 17-0614.07 A=63"MAX.FOR FIXED CASEMENT rA=40°MAX.FOR CASEMENT Expiration Date 09/24/2020 NOTES FOR FRAME ASSEMBLY TUBE ENO CAP: FRONT VIEW-FRAME ASSEMBLY TUBE/MULL I A=60'MAX.FOR AWNING By 1)APPLIES TO FIN OR,LCHANNEL FRAMES. FRAME ASSEMBLY TUBE NOTE: � A Miami-Da Product Control 2)REQUIRED AT HEADERISILL OR JAMBS TO SEAL THE END OF THE FRAME ASSEMBLY TUBE. REFER TO SHEET 5 FOR THROUGH-FRAME �jFIXEo 1-1/4' *UNDER ANCHORAGE AND THIS SHEET /� gE, 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-FIELD TRIMMING.STANDARD LENGTH IS 14". BOTH HORIZONTAL AND VERTICAL 127 114° 255-314" MAX. �/ MAX / 127-114" MAX. 1250° �cnsE.• , NO CHANGES THIS SHEET. J SAWN:\ 'D I C 1.674" i REMOVE FOR 2 OR MORE WINDOWS(4 WINDOWS MAX)WITH I� �I____JJ__ �1' ~I �- HORIZONTAL FRAME ASSEMBLY TUBEIMULL. 1.874" -+•i� - VARIOUS WINDOW TYPES AND SIZES. FIN APPLICATIONS YO N .100° 3.250" .375' .627' 11 F ��Y Y LYN oso oso" 1.aaa' 1070 TECHNOLOGY DRIVE11GENSF ���� 055" N.VENICE,FL 34275 OSHALLOW,FLUSH ODEEP,FLUSH �*: No.58705 91 CAP,PVC CAP,PVC (941)-480-1600 EITHER CAP MAY BE USED TO THE INTERIOR OR EXTERIOR. B3 FRAME ASSEMBLY TUBE © CCPYRIGHT RG 7 PGT INDUSTRIES,INC, Y..' END CAP,PVC CERT.OF AUTH.929296 ALL RIGHTS RESERVED 80 FRAME ASSEMBLY i�T••. ST TE F (V` TUBE,ALUM 6005-TS )P.•••' VINYL FIXED CASEMENT WINDOW NOA(NI) 0 919/14 �'.;cS R g FRAME ASSEMBLY TUBE DETAILS B oma JROSOWSKI S�ONALIEN�`� 0 PW-5440 h NTS N 6 OF 11 o z MD- 5440.0 B A.LYP ER 587-,P.E. PRODUCT REVISED es complying with the Florida Building Code NOA-No. 17-0614.07 Explratlon Date 9/2412020 BYI I-Da roduct Control —►-{ 718'NOM. 718"NOM. 7/8'NO7/8"NOM. -- 1/8"A GLASS I I 1/8"T GLASS I 3/16"_A GLASS 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 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ NO CHANGES THIS SHEET. a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 80-83 60$3 80-83 80-63 � GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 _ 3 "m O E 0 0 c}7 cc1f O p J o z LL- coo Q Ra I-+ 1'NOM. tNOM. FLLI-Z10Q 0 0Ma Lu 0 1/4"A GLASS I I 1/4"T GLASS I 1r2'BITNOP > ' LL 1n•NOM.GLAss �z �' o z 1/2"AIR SPACE 1/2'AIR SPACE 80-83 r Z 0 1/4"A GLASS 1/4'T GLAS 6 7 a 1 74 m 2 I,a a EXTERIORa LIJ EXTERIOR ® U) J Q FF- U � Z 80-83 80.83 78 ¢ W p 'SF--s ('fin o LL Z 0 EXTERIOR m /� 11IIIIIVIII U Z a GLASS TYPE 5 GLASS TYPE 6 a � o a� -asap saua5 • `\�,\`CNV TYP. GLAZING DETAIL * No.58705 ST E F GLAZING NOTES: �0NAL IE���` "A'-ANNEALED 'T"=TEMPERED A.LYNN MILLER,P.E. P.E#58705 TABLE 4: PRODUCT REVISED as Comply,.g with the Florida Window Design Pressure,(+/-psf) Us,e,ls new salla,..Code for Glass 1 1,10"o. 17-0614.07 1/8"A Cap-Airspace-1/8"A ryp°: Expiration Date 0 9/2 412 0 2 0 Window Long Side(in) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 78 80 84 87 ORIENTED VERTICALLY OR By 18 +801-93.7 +801-928 +80/-91.9 +80/-91.3 +80!-90.3 +80/_89.8 +801-88.9 +8D/-88.2 +80/-87.5 +8p/_86.9 +801-86.4 +SOl86-1 HORIZONTALLY SHOWN. MfamF-Dadroduet Control 20 +801-86.4 +80185.2 +80/-84.5 +801-83.5 +801-8D.6 +1.79.4 +/_77 +/-75.2 +/-74 +/_73.1 +/-72.2 +1.71.5 LONG 22 +80/_80.3 +/_75.2 +/73.3 +/.71,5 +1-68.4 +/87 +/-64.4 +/.62.5 +l-60.7 +1.56.2 +J-58 +157.1 LONG SIDE - /' SIDE 24 +1-75.6 +/-71.3 +/-68.2 +/.85.7 +/80,7 +/58.5 +/-55.3 +1_53.1 +/_51.1 +/-49.7 +/•482 +/-47.3 T- p - - -- - 26- -+1-71.7- +/-70.2 +1.67 +/-63.5 +/56.7 +/54.7 +/-50.0 +/-47.7. +1-05.5 +/43.7 +/4123 +/.412 SHORT 28 +1-68.3 +/87 +/-66.1 +/-63.5 +156.3 +/-54 +/-49.5 +145.5 +/-02.8 +/.40.3 +/-38 +/87.1 SIDE - .----- 30 +/85.6 +184.1 +/83.2 +1524 +1.56,9 +/54.4 1 +/49.7 +/-45.4 +/-42.1 +/_38.8 +/86.4 SHORT 0 32 +/832 +151.7 +/50.8 +/59.9 +/57.8 +1_54.9 +1_502 +/.45.9 +1-425 +138.9 SIDE NO CHANGES THIS SHEET. 34 +/-61.2 +/59.6 +/58.6 +/_57.8 +/-56.3 +/55.1 +/-50.8 +/46.4 +/-43.2 0 36 +1-58.8 +/57.9 +/.56.8 +/55,8 +/_54.4 +/-53.7 +/-50.8 +/48.8 �- LONG SIDE -� rn 38 +/-58.2 +/-56.4 +/85.3 +/53.3 +/527 +/52 +1-49.5 T- 40 40 +/57.1 +155.1 +/54 +153 +/51.3 +/_50.5 SHORT 42 +/-56.2 �i LONG +/54.1 +/52.9 +1.51.8 +/50 MAX O.0 SPACING IFANCHORING MAX O:C SPACING IFANCHORING SIDE !� SIDE m 44 +1-55.5 +/53.3 +/-52 +1-50.8 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 W z 46 +1$4,9 +/52as6 +/-51.1 APPUESTOA,B,CORDANCHORS APPUESTOEORFANCHORSu"( 8 48 +/53,5 +/-50.8 (SEETABLE2) (SEETABLE 3) pqq p C}7 N z a7°a V 51.05 +/-50.6 L5' 4^ _ SHORT O L.-j 'l SIDE T" Q-i o z LL m ^ti Q uxni0 oO TABLE 5: - - r V U ®� z N Window Design Pressure,(+I-pso Lae the mhe I,z ! � ° 1/8"T Cap-Airspace-1/8"T ror po; Z o> Z C 0`o Window Lang Side(n) Z U Z; L O Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 F- Q 0 32 +80/-98.2 +BW-96.6 +801-95.6 +80/-94.7 +80/ +801.90.5 !i+801-91.4 +801.90.5 +8gf-89.5 +80/-88.7 +80/57.7 +80/-86-7 +801-86.4 w 34 +801-94.5 +80%92.8 +80/-81.8 +801.90.9 +801_90 +80/88.5 +80%87.5 +60/86.6 +801-85.5 +80/.84.7 +80/33.8 +80%826 +801-B23 9) 2 W -a vs Ia 36 +80%91.4 +80!89.6 +801-88.5 +801.87.6 +801.86.7 +60/85.1 +801-84 +80/83.1 +80/-81.9 +80/-812 +/80 +1-79 +1-78.7 ' Co M CO = U 38 +801.88.6 +80/8&7 +80/85.6 +80184.6 +80/83.7 +Bp/82.1 +801.81 +180 +/-78.8 +/_78 +/-76.9 +/_75.8 � Cn Z 40 +80/-86.3 +80/84.3 +80/-83.1 +80/-821 +80/81.1 +/-79.4 +1_78.3 +/_77,3 +/-76 +/-75.2 +/-74 a w IX °lo:,s I, 801 0 42 +80/84.2 * 821 +80/80.9 +/-79.8 +/-78.8 +/_77 +/-75.9 +/_74.8 +1-73.8 +/_72.7 LL Z c 44 +80/824 +80%80.3 +/-79 +/_77,9 +1_76.8 +l-75 +/-73.7 +/-72.7 +1_71.4 J 'n m W } us 46 +80/80.9 +/-78.6 +/-77.3 +/-76.1 +/-75 +/-73.1 +/_71.8 +/_70.7 O Z w d 48 +1_79,7 +/.77,3 +/-75.9 +/-74.6 +/_73.5 +/_71.5 +/-70.1 ai nsa0 souas 50 +/-78.6 +/-76.1 +/-74.6 +/.73.3 +1.72.1 +/_70 52 +/-77.7 +/-75.1 +/-73.5 +1_722 +/-70,9 MAX O.CSPACINGIFANCHORING MAX.O.CSPAONG IF ANCHORING LYNN +1-72I It .6 THROUGH THE FRAME PER SHEET53&4 THROUGH THE INTEGRAL FIN PERSHEET4 N•,.... fib +l-77.1 +/-74.2 +/-72.6 +/_71.2 NOTES: `�� �� %)BUCK DIMENSIONS SHOWN. . %,%CENSE''•�� 56 +/-76.6 +/-73.6 +/-71,9 APPUESTO B,C ORD ANCHORS APPUESTO F ANCHO(S .COQ�J 58 +/-76,3 +/-73.1 (SEE7aeLE 2) (SEETaBLE 3) 2)FOR SIZES NOT SHOWN,ROUND UP TO THE _*: No,58705 60.926 +/-76.1 155 Y" NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS SEE SHEET 2). FIND THE SMALLEST SQUARE WINDOW SIZE IN �O••. STATE F THE TARLE S ABOVE WHICH THE ARCHITECTURAL WINDOWWILL COMPLETELY FIT WITHIN. '��s '•F40RIOP,.•' N 101VAL A.LYNN MILLER,P.E. RE.A 58705 TABLE R: PRODUCT REVISED Window Design Pressure,(+/-psfl as cem f Iny wfth the Florida Lb.t.,-table TABLE DIMENSIONS MAY BE Building Code 17-0614,07 3/16"A Ca Airspace-3/16"A for Glass 3 ORIENTED VERTICALLY OR NOA No. Cap P Type: HORIZONTALLY AS SHOWN. Expiration Date 09/24/2020 Window Long Si de(in) LONG Dimensions69.65 71 73 75 78 80 85 86 89 92 96 99 SIDE By I-+- LONG SIDE 32 +/-76.9 +/-76.4 +1-74.3 +/_725 +/-70.6 +/5g.3 +156.2 +/$5.7 +/-64,1 +/•626 +150.8 +/5Miami-0 Product control 9.8 T 34 +/•73.7 +/-73.3 +1-71.3 +/59.7 +/.66.8 +/-65 +/-61 +1$0.3 +/-58.1 +/-56.3 +/-54.7 +/-53.8 1 - 38 +/_71 */-70.5 +/-69.8 +1-67.9 +/-64.4 +/-82.5 +657.2 +/56.3 4/54,7 +152.9 +/50.9 +1-49.7 SHORT SIDE 38 +/$8.6 +/-68,1 +/57.4 +/.66.8 +1-83.5 +/_61 +/55.6 +/-54.9 +/-527 4/50,6 +/d8.2 +/-08.4 + _I SHORT - ---40 +/$8.4 - -+665.9-- +/55.2 +/-64.6 +/-63.2 +1.60.7 +/-55.1 +/-54.2 +/52 +/-49.7 +/-46.4 +/-45.2 _L_. �-I SIDE 42 +/54.6 +/-64 +/-63.3 +6626 +/_81.7 +660.5 +/_55.1 1 +154,2 +/-51.7 +/49.1 +/-46.3 +/$4.5 - -- - _- --- ----- 44 +/{12.9 +1-62.4 +/$1.6 +/-60.9 +/-60 +/59.4 +/55.1 +/-54.2 +/51.8 +1.49.1 +/-46.1 +/44.5 h+-- -� 48 +/51.5 */•60.9 +/50.1 +/-59.4 +/58,4 +/_g/,g +/55,1 +/54.,2 +/51.8 +149.3 +/.46.3 +/-0LONG SIDE 4.5 NO CHANGES THIS SHEET. 48 +/.60.2 4/59.6 +/-58,8 +1-58 +1-57 +1.56.4 +/-55 +/_54.2 +/•51.8 +/•49.5 +/_46,4 +1-44.6 qv' 50 +/-59.1 +/58,5 +/-57.6 +1_56,8 +/55.8 +155.1 +/-53.7 +153.4 +/51.8 +/-49.5 +/.46.6 SHORT 6/ LONG FO 52 +/_58.1 +/-57.5 +/-56.6 +/-55.8 +/-54.6 +J_54 +/•525 +/52.2 +/-51.5 +/.49.3 SIDE !� / SIDE c rn 54 +/-57.3 +/-58.8 +155.7• +/-54.8 +1.53,7 +/-53 +/51.4 +1-51.1 +/50A 56 +/56.6 +/-55.8 +/54.9 +1-54 +/•52.8 +152 +/-50.4 +/50.2 ' 57 +/-56.3 +J-55.5 +/-54.5 +/•53,8 +/-52A +/51.6 +/-50 NOTES: w z v m I w A8a 60 +155.5 +/-54.7 +/53.6 +/-52.8 4/51.3 +/5 1)BUCK DIMENSIONS SHOWN. SHORT > 0.5 --^( _ 62 +155.1 +/54.2 +/53.1 +/_521 +/-50.7 MAX.O.C.SPACING If ANCHORING MAX.O.C.SPACING ANCHORING 2)FOR SIZES NOT SHOWN,ROUND UP TO THE SIDE O a) O 64 +J 54,8 +/-53.9 +/-527 +(_51.6 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET NEXT AVAILABLE SHORT OR LONG DIMENSION. 3r°0 N i 0 a 66 +/54,5 +/53.8 452.4 APPLIES TO A,B,C OR D ANCHORS APPLES TO E OR F ANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), OJ M � Z 68 +1.53.8 +/53.1 (SEETABLE2) (SEETABLE3) FIND THE SMALLEST SQUARE WINDOW SIZE IN Z LJL G uxo 0 69.65 +1.52.8 ]5" 3°FOREANCHORS,4-FOR FANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL = Z32 O WINDOW WILL COMPLETELY FR WITHIN. ¢ U U_ m ®� z TABLE 7: LU 0 Z �� � OMn Window Design Pressure,(+/-psf) w"",s,w-l" ro Z rn z for pass 3/16°T Cap-Airspace-3/16"T type: 4 U 3' Lu LL CO Window LOngSide(in) w F Dimensions 81,52 83 85 87 89 92 94 97 99 103 107 110 113 118 122 126 132 138 144 m w iaayg 46 +801-94 +801-93.3 +801-92.5 +801-91.7 +601$1 +801-89.9 +80689.3 +801$8.4 +801-87.9 +80/$6.8 +80/$5.9 +80/$5.3 +801$4.7 +801.83.8 +801-83.1 +801$2.5 +80681.7 +801$0.9 +80/$0.3 0 m w LU N 48 +801-91.6 +801-90.9 +801-90.1 +80/-89.3 +80/-88.5 +801$7.5 +801-66.8 +801$5.9 +801-85.3 +601-84.3 +801$3.3 +601$27 +80/$2.1 +801$1.2 +801-80.5 +1_79.9 +1_79 +/_78.3 = U co Z 50 +80689,5 +80/•88.8 +80/.87.9 +901.87.1 +801.86.3 +801-85.2 +801-84.5 +80/$3.6 +801-83 +80/$2 +80/$1 +80/$0.3 +/-79.7 +/-78.7 +/_78.1 +/_77.4 +1-76.6L W K.°+O°s 52 +801$7.6 +801$6.9 +801$8 +80/$5.1 +80/$4.3 +801$3.2 +B01-82.5 +80/$1.5 +80/$0.9 +I-79.8 +/_78.8 +1.78.1 +/_77.5 +/_76.5 +/-75.8 +1-75.2X D. O o 54 +80/$5.9 +801$5.2 +80/-84.2 +80/-83.3 +80/-82.5 +801-81.3 +80%80.8 +/-79.8 +1-79 +1-77.9 +/-76.9 +/-78.2 +J-75.5 +/-74.5 +/-73.8U, rt 56 +80%84.4 +80/-83.8 +80/•82.6 +80/-81.7 +80/$0.8 +1-79.7 +/_78.9 +/-77.9 +/_77,3 +/.76.1 +/_75 +/_74.3 +/-73.7 +/•72.6 z Be +80/$3 +801-822 +80/$1.2 +001$0.2 +/_79.4 */-78.1 +/-77.4 +/-76.3 +1-75.7 +/_74.5 +/_73.4 +/_72.7 +/-72 > LU d 60 +801$1.8 +801-81 +/-79.9 +/-78.9 +/_78 +/_76.7 +/_76 +/-74.9 +/-74.2 +/-73 +/-71.9 +/-71.1 62 +801$0.8 +/-79.9 +/_78.8 +/-77.8 +/-78.8 +/_75.5 +/-74.7 +/-73.6 +1-72.9 +1.71.6 +670.5 In 64 +/_79.8 +/_78.9 +1-77.8 +/_76.7 +1-75.7 +/_74.3 +/-73.5 +/-724 +/_71,8 +/-70.3 �� NY LYN/y 67 +/-78.8 +1-77.7 +/-76.4 +1-75.3 +674.3 +/_72.8 +/-72 +/-70.7 +/_70 � 1,10ENSF '•�l 68 +J-78.3 +/-77.3 +/-76.1 +/-74.9 +I-73.8 +/-72.4 +/-71.5 +1-70.3 70 +/-77.7 +1-76.7 +/-75.4 +1_74.2 +/_73.1 +/_71.5 +1_70.6 * No.58705 72 +/_77.2 +/-76.1 +1.74.8 473.5 +/-72.4 +/-70.8 = C *_ 74 +/-76,8 +1-75.7 +/-74.3 +/-73 +/_71.8 MAX.O.C.SPACING IF ANCHORING MAY O.C.SPACING IFANCHORING %�',• �(.3 j1 Q'` THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SATEO / •� 76 +/_76.5 +/_75.3 +/-73,8 +/-72.5 ��•. = �(/ ••...........ORIDP,.•' 78 +/-76,3 +/-75 +/-73,5 APPLIES TO B,COR D ANCHORS APPUESTO FANCHORS s �j 80 +/-76.2 +/-74.9 (SEETABLE2) (SEETABLE3) � 81.52 +/-76.1 15.5° 3.3° A.LYNN MILLER,RE RE.A 58705 TABLE 8: PRODUCT REVISED as complying with the Florida Window Design Pressure,(+/-psf) Usathb c ee TABLE DIMENSIONS MAYBE Building Code 114"A Ca -Airspace-114"A for Gbos $ ORIENTED VERTICALLY OR DA-No. 17.0614.07 P- P T4P HORIZONTALLY AS SHOWN. Window Long Side(n) LONG Expiration Date 09124!2020 Dimensions 81.52 B3 85 87 89 92 94 97 99 103 107 110 111 SIDE BY �+- LONG SIDE Mia F e Product Control 46 +/57.1 ti-66.7 +/•68.1 +1-65.3 +/-63.2 +/50.1 +/-58 +1-55.1 +/-53.6 +/51,3 +/-08.8 +/-46.8 - +IA6.4 48 +155.4 +/-65 +154,3 +/-63.8 +/52.8 +/-59.8 +/57,6 +/-54.9 +/53.5 +/-50.6 +/-47,9 +/-46.3 +/-45.7 50 +1-63.9 +/-63.4 +1.62.8 +1-62.2 +1-61.0 +/-59.4 +1-57.2 +1-54.9 +1-53.5 +/-50,6 +/.47.3 +/-45.9 +/.45,4 SHORT SIDE 52 +1•626 +/-621 +151.4 +/-50.B +150.2 +/-59.2 +151.1 +/-54.7 +/-53.5 +/-50.6 +/-07.5 +1-05.7 +/-45.4 _I SHORT 54 +/51,4 +/50.8 +/50.2 +/-59.5 +/58.9 +/58.1 +156.9 +154.7 +l-53.3 +150.6 +/A7.5 +/-45.9 +1.45,4 't SIDE A-- --- +/-60,3 +/_59.7 +/59 +/58.4 +157.7 +/_56-9 +/-56.4 +l-54.5 +/53.3 +150.4 +/-47.5 +/-45.9 +/-45.5 - - - -- - - 58 +/59,3 +/58.7 +1S8 +/-57.3 +/-56.7 +/55,8 +/55.3 +1-54.4 +/-53.1 +/50.4 +/47.7 +/-45.9 *45.5 60 +/58.5 +/57.8 +1-51.1 +/-56.4 +/55.7 +154,8 +/-54.3 +/-53.5 +/-5Z7 +/-50.4 +/.47.7 +1.45.9 �� LONG SIDE -. o � NO CHANGES THIS SHEET. 62 +/-57,7 +/-57,1 +1.56.3 +/-55.5 +1-54.9 +/-53.9 +/-53.3 +/-52.5 +/-52 +1-49.9 +/-47.7 T- LONG rn 64 +/-57 +/-58.4 +155.5 +(-54.8 +/54.1 +153.1 +/52.5 +/-51.7 +/51,2 +/.(9.3 SHORT y SIDE :2 67 +/58.2 +1-55.5 +/54.8 +/53.B +/-53 +/-52 +/-51.4 +/-50,5 +/-50 SIDE P N 68 +/55.9 +1-55.2 +/54.3 +/-53.5 +/-52.7 +/51.7 +/51.1 +/-50.2 L_ 70 +/55.5 +J-54.8 +/53.8 +/53 +/-522 +/-51.1 +150.4 d m 72 +1-55.1 +1-54.4 +/53.4 +/-525 +/-51.7 +/-50.6 ---LLL 74 +/-54.8 +154 +/S3 +/-521 +/51.3 MAX O.C.SPACING IF ANCHORING MAX,O.C.SPACING IF ANCHORING NOTES: SHORT LU z rq naa THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 1)BUCK DIMENSIONS SHOWN. SIDE � `? m 76 +/54.6 +/-53.8 +/-52.7 +/-51.8 p E@ rn O o 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 1- 78 +/53,6 +/-529 +JS1.8 APPUESTDA,B,CORDANCHORS APPUESTOEORFANCHORS y� o� a1°0 0 C NEXT AVAILABLE SHORT OR LONG DIMENSION. (9 N Z w 80 +/.52.8 +/51.8 (SEETABU:2) (SEE TABLE 3) 0 m Z 81.512 +151.5 ]5" Z6"FOR E ANCHORS,4"FOR FANCHORS 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 0 J DO t:a,p B p FIND THE SMALLEST SQUARE WINDOW SIZE IN z LL Ip 5 Q THE TADLE(S)ABOVE WHICH THE ARCHITECTURAL 2 L - E O 0 r TABLE 9: WINDOW WILL COMPLETELY RT WITHIN, U'U o ©a z Z no �a ON Window Design Pressure,(+!--psf) useB�I�I" ow Oc for Gbss r 1/4"TCap-Airs ace-114"T ryPe 6 �z °�.' o z Window Lang Side(in) � " � 0 Dimensions 847B5 85 90 92 94 97 100 102 105 109 112 116 120 124 128 133 138 144 C o 46 +80/-96.2 +80155.7 +801-94.2 +80/53.5 +801-92.8 +80/-91.9 +80/51.1 +801-90.5 +601-69.8 +80/-68.9 +80/-88.2 +80%87.5 +BO/-86,7 +80156.1 +801-85.5 +80/-84.8 +801-84.1 +801-83.5 W F" 2 W as 48 +80%93,7 +80/-93.2 +801.91.6 +80/50.9 +80/-W.2 +80%89.3 +801-88.4 +80/-87,9 +80157.1 +801-86.2 +601.85,5 +801.84.7 +801-84 +801.83.3 +80/-027 +801.82 +801-81.3 +801.80.6 ® '°,m`+ � I 45 50 +BO%91.5 +80/S7 +80/-89,3 +80/-88.6 +801.87,9 +80%86.9 +801.86 +801-85,5 +801.84.7 +801-83.7 +80/$3 +801-82.2 +80%81.5 +801.80,8 +801-80.2 +/-79,4 +/-78.8 +/-78.1 .C0 52 +801-89.4 +60/ Z 58,9 +g0/-87.2 +80/•86.5 +801-85.7 +80%84.7 +8d•83.8 +80h83,3 +80/-82.4 +801-81.5 +50/•80.8 +/-80 +/-79.2 +J-78,5 +1.77.8 +/-77,1 +/-78.4 54 +801.87.6 +801.87.1 +80/-B5.3 +80/-84.6 +80/•83.8 +801-82B +801.81.6 +80%81.2 +601.80.4 +1-79,4 +/"78.7 +1-77.9 +177.1 +/-76.4 +/-75.7 +1-74.9 a W' ILL! °I°'S a X 2 p 56 +80/-86 +80/55.4 +801•83.6 +80/52.8 +801-82 +80/-61 +1-BO +1-79,4 +/-76.5 +!_77.6 +1.76.8 +/-75.9 +/-76.1 +/-74.4 +/•73.7 O u.. 68 +801-84.5 +80/-83.9 t80/-82.1 +801-81.2 +80480.4 +/-79.3 +1-78.3 +/-77,7 +/-76,0 +/-76.8 +/-75 +/-742 +/-73,3 +/-72.6 LU -1 60 +801-63.2 +601-82.6 +801-80.6 +/-79,8 +/-79 +/•77.8 +/-76.8 +/-76.2 +/-75.3 +/-74.2 +/-73.4 +/-725 +1-71.7 O j Q Q € 62 +80/-82 +80/51,3 +1-79.4 +/-78.5 +/-77.6 +1-76.5 +/-75.4 +/-74.7 +/-73,8 +/-727 +1-71.9 +/-71 a1+1 'aSaO��as 64 +80/-80.9 +601-80.3 +/-7&2 +/-77.3 +1-76.4 +/-75.2 +1-74.1 +/-73.4 +/-72.5 +/-71.3 +/-70.6 N rn 68 +1-92 +/-7B•5 +/-762 +/-75 2 +/•74.3 +/-31 +/-71.9 +/-71.2 +/-70.2 +/70,1 ♦♦♦♦♦I�OP1Y ILYIy/y rim i a i 70 +/-78.4 +/-77.7 +/--75.4 +/-74.4 +/-73.4 +/72.1 +/-70.9 +/-70.2 : t3CENk•;/(( 72 +1-77.8 +/-77.1 +1-74.7 +/•73,6 +/-72.6 +/-71.2 +/-70 ` NO-58705 74 +1-77.3 +/-75.5 +/-74 +/-72.9 +1.71.9 +/-70.5 _ 76 +1-76.9 +/-76 +/-73.5 +1-72,3 +/-71.2 MAX.O.C.SPACING IFANCHORING MAX.O.0 SPACING IF ANCHORING -_ •: THROUGHTHE FRAME PERSHEETS 3&4 THROUGHTHEINTEGRALFINPERSHEET4 ��'•� /-7 78 +/-76.5 +1-75.7 +1-73 +/-71.8 7 Z 80 +/-76.3 +/-75.4 +/-726 APPUESTO B,CORD ANCHORS APPUE5TO FANCHORS 83 +1-76.1 +/-75.1 (SEETABLE2) (SEETABLE3) �iJ'� •'•��RIDA ��♦� 84.85 +/-76 115" 3.2" r�rNAL ENG♦♦ /1/1111111tt1 A.LYNN MILLER,P.E. P.E.#58705 t 3.500° - �hI 3.500' �ryI 3.500' 3.500' .075" .015" .075' .075' .060- } 5 O5 ANCHOR COVER _ aao 2,66 aoa 2.168" aaa 2166 a0Q 2165" 625 O 1-CHANNEL FRAME 625" O FLANGE FRAME 03 INTEGRAL FIN FRAME O EQUAL LEGIBOX FRAME O 7/8-BEAD 1.31175 1.3175' •884' .175- J— ALUMINUM of { SILICONE HOT-MELTBUTYL REINFORCEMENT pOLYISO• DESICCANT FILL AREA L-�- STRUCTURAL BUTYLENE SILICONE 5/18°NOM, STRUCTURAL SM8'NOM. SEAL 114"NOM. FOAM- 3116"NOM. O7 1'B. WITH OB DESICCANT WITH BUTYL& SILICONE SEAL WITH DESICCANT DESICCANT DESICCANT ROLL-FORMF� FOAM STAINLESS STEEL INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS PRODUCT REVISED MITERED VINT.GLASS INT.GLASS INT.GLASS as co 1j ng with the Florida Building Code CORNERS WITH KODISPACE SUPER XL EDGE- "'o' 17.0614.07 TERIORAND O szDURASEAL� O Expiration Date 09!24/2020 EXTERIOR 4SG TPS 91 SPACER®NXT 'TN SPACER SPACER WELDS TABLE 10: BY # Part# Description Material Mla Da Product Control 1 620139 J-channel Frame P C 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 1"IG Glazing Bead PVC 5 74 Baokbedding,GE 7700 or Dow 791 Silicone NO CHANGES THIS SHED. FRAME 78 71646N Setting Block(7/8"x 1"x 1/8"),85+!-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 1 20132 IFrame Assembly Tube End Cap PVC EXTERIOR "�1t1Y1LY rrr�, 1070 TECHNOLOGY DRIVE .� �� .if pN, ...,NN '% N.VENICE,FL 34275 Qom,•' VICENSF'•.C�� 1)SOME No,58705 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING (941)A80-1600 �7k:• - Part# Description Material FOR CLARITY. 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER COPYRIGHT®2D17 PGT INDUSTRIES,INC. E182 Kommeding 4SG TPS Spacer System FRAME TYPES,PARTS#2.4,APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED UT 3)ITEMS#8-73,75-77,79 8 84-89ARE NOT USED %�•'•. •�/�� See this AND ARE NOT PART OF THIS APPROVAL. m VINYL FIXED CASEMENT WINDOW NOA(NI) " 9/9/14 '� ' Quanex Super Spacer nXT with Hot Melt Butyl o (�` '.•<ORIOP..•' �1�� Quanex DurasealS acer Sheet for EXTRUDER CODE.4)ENERGI PVC TO BE LABELED FORAAMP, ; �� �p Materials o BOM&ASSEMBLY o� JROSOWSKI �70NALECardinal XL Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 PW-5440 � NTS 11 OF 11 o z MD-5440.0 a B A.L F E*1 05 11 a GENERAL NOTES:SERIES 5440 PRODUCT REVISED NON-IMPACT RESISTANT,VINYL FIXED CASEMENT WINDOW IMPACT RATING DESIGN PRESSURE RATING Bul di^g iCodgowlth the Florida NOT RATED FOR VARIES PER OPTIONS.SEE NOA-No. 17-0614.07 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE IMPACT RESISTANCE TABLES 49,SHEETS 8.10 REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH MAX.BUCK WIDTH SEE TABLES 49 Expiration Date 09/24/2020 VELOCITY HURRICANE ZONE(HVHZ). (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 6y Miamf-D roduot Control 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. B,BEE MAK O.C.SEE 6r �. TABLES 49 r 6'MAX D.SEE - —r{ �—(SHORT OR LONG SIDE)MAX,O.C.SEE TAB _ LES 41.25'MAX 9 1L 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE SHEET3 SHEET 4 I COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS -7- AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE I VISIBLE # I •VISIBLE• ----- LIGHT WIDTH I MAX BUCK LIGHT WIDTH 4)ALL WOOD BUCKS LESS THAN I-1/2'THICK ARE TO BE CONSIDERED IX _ _ ___________ ___ _ HEIGHT,SEE r -- -- INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY (LONG O TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1rZ THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO RT R I PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND SHOSIDE)' I / JR-06(06/17-UPDATED INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT ECT A LIGHT A,SEE I / VISIBLE ANCHORAGE TO FBC 2017. OF RECORD,(AOR). I C / LIGHT C,SEE ,a HEIGHT BHEET3 HEIGHT SHEET4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT. I / I / MAX.BUCK INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALINCIR.ASHING HEIGHT,SEE STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY MAX JAMB O.C. I TABLES 49 OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. SEE TABLES I (LONG OR d Y m 4-9 MAX.O.C. I SHORTSIDE) UJ 9 m 8 MAX 1/4'SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE SEE 8 PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TABLES a rn rO o TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 49 >-r �o 0100 O SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE I I g WINDOW. B - S. MAX_ f-�- D - 1.25'MAX —�'I t'+— O N Z 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL z-1 ¢ �maQ g A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS) FRAME(90`CORNERS) X LTi r O ANALYSIS AND GLASS PER ASTM E1300. (ANCHORED THROUGH NAIL FIN) Wa L) o¢ Z B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL MAX 125^MAX F Z et ¢ 3: 9/AO TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. �I (�C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. I Is> •a• C, Z LL 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AND SECURED TO 6'Mme' o Z S� O RESIST THE WINCLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN MAX O.C. MAX.O.C.SEE , O.C. Z J r OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FORTHE SEE TABLES TABLES 49 m W EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 4-9 i TABLES ® W a' oil t••ys WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 11.. 4-9 m m m FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. - m MAX. JAMB O.C. U LU Z SEE TABLES O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS VISIBLE 49 VISIBLE G W Z eio�g PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BYTHE ` LIGHT LIGHT '+• X o AUTHORITY HAVING JURISDICTION. HEIGHT HEIGHT O LL MAX BUCK -I 10)REFERENCES:TEST REPORTS FTL-7897,8128,8174;ELCO ULTRACON NOA; / MAX BUCK / HEIGHT,SEE U Z W ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR HEIGHT,SEE TABLES 49 Q PROFILES,LTD WH17E&BRONZE/LIGHTER SHADES OF CAP COATED PVC TABLES 4.9 (LONG OR > O '� saueS EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD VISIBLE (LONG OR VISIBLE SHORT SIDE) CONSTRUCTION,ANSVAF&PA NDS&ALUMINUM DESIGN MANUAL LIGHT WIDTH SHORT SIDE) LIGHT WIDTH ``1 Ly VISIBLE LIGHT FORMULAS 6-MAx. 1 �\`C�ONL GENERAL NOTES........................1 WIDTH:BUCK WIDTH-6.3/4' ' ELEVATIONS.................................1 I t� HEIGHT:BUCK HEIGHT-6314• -...11 6'MAX 1 25' --•-1 h� MAX O.C.SEE TABLES 49 -+•� �-�— 1.25•MAX. _*� No.58705 '� FRAME.GLASS&ANCHOR MAX.O.C. OPTIONS..........................2 SEE TABLES 49 M. ��Xlbl *- INSTALLATION,FLANGE& CODES/STANDARDS USED: -EQUALLEG •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION MAX BUCK WIDTH SEE TABLES 49 MAX.BUCK WIDTH SEE TABLES 4-9 INSTALL UAL L,INTEGRAL FIN 8 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION (SHORT OR LONG SIDE) (SHORT . O,J-CHANNEL.........._..............4 •ASTM E1300-09 TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL ` FRAME ASSEMBLY TUBE._........5-6 •ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION ���t� ......_P..•' GLAZING DETAILS........................7 -ALUMINUM DESIGN MANUAL,ADM-2015 FLANGE FRAME(CURVED FRAME(CURVED OR ANGLED S •-, C9 DESIGN PRESSURES...................8.10 •AISI 5100.12 OR ANGLED CORNERS) CORNERS) 11 OVA E �� BOM&ASSEMBLY.......................11 •AISC 360-10 (ANCHORED THROUGH NAIL FIN) �/I/17111111\ A LYNN MILLER,RE P.E#58705