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HomeMy WebLinkAboutProduct Approval RECEIVER M IAM I•DADE _ MIAMI-DADE COUN'T'Y a JUN 0 `7 2019 PRO UCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 5 ��iY� permitting 1805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION 315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE v iamidade.gov/econom PGT Industries,Inc. 91-1 y 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). ThisNOA 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 c°PW-5520 Vinyl"PVC Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)", sheets 1 through I I 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. NUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0614.09 `tiara oaoE court`` Expiration Date: April 30,2020 Approval Date: October 26,2017 7/17 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0930.25) 2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA(LM&SM)", 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. FU-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. 16-0629.12) 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)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202794 along with marked-up drawings and installation diagram of a PVC fixed window, prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7897,dated 08/01/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No.'14-0930.25) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition(2014), dated 09/18/14 and 04/07/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 14-0930.25) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel P ez, .E. Product Control xa roar NOA No.1 - 614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19.. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 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. 4. 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. 5. 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 FSC 51h Edition(2014) and FSC 611 Edition(2017),dated August 29,2017,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest,dated June 9,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 14-0930.25) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No.16-0629.12) G. OTHERS 1. Notice of Acceptance No. 16-0629.12, issued to PGT Industries,Inc. for their Series "PW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manueletez,P.E. Product Contr aminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 GENERAL NOTES:SERIES 5520IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 4-13,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-9 (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX.O.C.SEE r 1.25'.MAX. FOR INSULATED GLASS INSTALLATIONS ABOVE 3D'IN THE HVHZ,THE OUTBOARD B.SEE _ AX.O.C.SEE TABLES 49 TABLES 413 r 6"MAX. D.SEE, _ --.-I I•� M LITE(CAP)MUST TEMPERED. SHEET3f SHEET4 - I I PROLXJCTR2'TiSFD • •,� as complying wi[h tin FYI 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY I B.udm=Cu& APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE T A0i0pd n I t /4'• SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE 1 VISIBLE Espirmica— LIGHT WIDTH MAX.BUCK LIGHT WIDTH ANCHOR TYPE. By ME HEIGHT,SEE Mira•Dade Product 4)ALL WOOD BUCKS LESS THAN 1-112•THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. r TABLES 413 -�------ 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I I (LONG OR BUCKS DEPICTED AS 2X ARE 1-1/2•THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) / VISIBLE SHORT SIDE) F 06/06/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK ' I VISIBLE ' CHORAGE TO FBC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A I LIGHT A,SEE C I / LIGHT C.SEE ARCHITECT OF RECORD,(AOR). HEIGHT SHEET3 HEIGHT SHEET4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I I / MAX.BUCK STUCCO.USE ANCHORS OFSUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION / HEIGHT,SEE ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER I TABLES 4-9 RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. (LONG OR Y 03 SCOPE OF THESE INSTRUCTIONS. SEE TABLES I I SHORT SIDE) Wj O nay 413 MAX.O.C. fij MAX.1/4•SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT T SEE w Q' 0 IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OFTRANSFERRING APPLIED } TABLES D rn y Q LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS I 4-9 }0 CN alop O O IMPOSED ON THEM BY THE WINDOW. B�—_J 6'MAX. �— 0_.a 1.25'MAX. —� 0-" F-u � 7)DESIGN PRESSURES: TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL O L CD m A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME FLANGE FRAME(90°CORNERS? FRAME(90°CORNERS) =Di G ANALYSIS AND GLASS PER ASTM E1300. 000 O B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE (ANCHORED THROUGH NAIL FIN) r 125'MAX. H Z `o _ PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM El 300. y eN L LU C9 6 C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX o p 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS ILL 6"MAX ./ Z `- CORRESPONDING TOTHE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE / ✓ I V O W O HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR \ O.C. Z W WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.TABLES MAX.O.C.SEE�, 0 W CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE SEE TABLES TABLES 49 TABLES a O hays FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. /4 13 m 49 ® A Z W O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. r �' O Z VISIBLE CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / SEE TABLES / VISIBLE - Q W Z 413 etoos JURISDICTION. LIGHT a• X N 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA; HEIGHT HEIGHT u- u1 ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& / I MAX.BUCK 0 Z W "L BRONZEILIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN HEIGHT,SEE TABLES/ W MAX.BUCK HEIGHT,SEE v Z SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL j TABLES 4-9 / (LONG OR (U EL allll asap sagas 11)•PVB"=.090"7ROSIFOLS PVB BY KURARAYAMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE) •SG•=.090"SENTRYGLASS INTERLAYER BY KURARAYAMERICA,INC. LIGHTWIDTH SHORT SIDE) LIGHT WIDTH 1 ```1111�\00o LYNIV,��`.,,. 6"MAX. —� VCEN$F'•..(��r GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS I'I I'I ?;' '-,1 ELEVATIONS.................................1 WIDTH:BUCK WIDTH-4-3/18' T_ —_-I 6•MAX. 1.25" "-"� 1� MAX.O.C.SEE TABLES 49 �I�-- 125•MAX. — NO.587D5 FRAME,GLASS&ANCHOR HEIGHT:BUCK HEIGHT-4-3/16" I^T� MAX TABLES 4-13 MAX' —_ill * �' OPTIONS.............................2 MAX.BUCK WIDTH SEE TABLES 49 q INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 'd '• tY= EQUAL LEG..........................3 .2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) 7J'•• C �(V INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC,5TH EDITION TYP.INTEGRAL FIN& �0,�•., ST J-CHANNEL..........................4 ) TYP.EQUAL-LEG/BOX& i �(ORIDP•.•'• \�� GLAZING DETAILS..... -ASTM E7300-09 J-CHANNEL FRAME(CURVED OR F FLANGE FRAME(CURVED '.`S'S c1 X ............. ••••••5 •ANSI/AF&PA NDS-2015 FOR WOODCONSTRUCTON ANGLED CORNERS) ��� �ONg1-E 1` DESIGN PRESSURES...................6-10 .ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) 'j1111111111 BOM&ASSEMBLY.......................11 •AISI S100-12 A •AISC 360-10 LYNN MILLER,P.E. P.E.#58705 TABLE 1: Glans Table 'A"=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description "H'=HEAT STRENGTHENED Type # 'T"=TEMPERED 7 17W Laminated I.G.:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 118°A Glass With.090"PVB Interlayer 4 "PVB"=.090'TROSIFOL® 8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass With.090°PVB Interlayer 5 PVB BY KURARAY fl� fl 9 7/8'Laminated I.G.:3116"A Exterior Ca +3/8"Air Space+5/16"Laminated; 2 Lites of 1/8"A Glass with.090"PVB Inteda er 6 G"=.0 0" INC. Box OR Cap p ( ) y "SG"=.090"SENTRYGLAS© �Q EQUAL �Q 10 7/8"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090°PVB Intedayer 6 INTERLAYER BY KURARAY FLANGE O LEG 11 1"Laminated I.G.:1/8•T Exterior Cap+7/16"Air Space+7116"Laminated;(2)Lites of 3116°A Glass With.090"PVB Interlayer 7 /MERICA,INC. ^1 I 12 1"Laminated I.G.:3116"A Exterior Cap+318"Air Space+7116"Laminated;(2)Lites of 3/16°A Glass With.090"PVB Interlayer 8 O0 J n� 13 1"Laminated I.G.:3116"T Exterior Cap+318"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 9 14 1"Laminated I.G.:3/16°A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass With.090"SG Interlayer 10 15 1"Laminated I.G.:3116°T Exterior Cap+3/8•Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7116"Air Space+7116"Laminated;(2)Lites of 3116"H Glass wilh.090"SG Interlayer 12 J-MAY NOT BE USED WITH 0� fl J-CHANNEL OR INTEGRAL 17 1"Laminated I.G.:3116•T Exterior Cap+318"Air Space+7/16"Laminated;(2)Utes Of 3/16"H Glass With.090"SG Interlayer 13 •FIN FRAMES. J-CHANNEL �Q INT F NRAL O� TABLE 2:ANCHORS INSTALLED THROUGH FRAME D D Group Anchor Substrate Min.Edge Min. •MIN.OF 3THREADS III JAI Distance Embedment* BEYONDTHEMETAL on D P.T.Southern Pine(SG=0.55) -77/-16"--J- 1.3/8" SUBSTRATE. - #10 SMS Steel,A36' 311" 0.050" (steel,18-8 S.S. VALUES MAY CMU' Steel Stud,A653 Gr.33• 316" 0.0451"(18 Ga.) VALUES MAYBE Or 410 S.S.) USED FOR GROUTED A Aluminum,6063-T5' 3/8" 0.050" CMU APPLICATIONS. P.T.Southern Pine(SG=0.55) 7/16" 1.3/8" 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 13/8" Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9/16" 13/8• ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES Steel,A36' 318" 0.050' BELOW),AND.OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. (steel,18-8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) LONG LONG LONG SIDE SHORT Or 410 S.S.) SIDE �- g Aluminum,6063.75• 3/8° 0.063' fes_-__SIDE _"•i (- stoE -{ �- -- 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1318" r r -, PRODUCT REVISED 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8" T as ilding Cody ittl Bu Fiari3a p0 /,� o� ,�/ Oo I A¢ilding Cede 1/4"steel Aggre-Gator RT.Southern Pine(SG=0.55) 1" 13/6" x n I Y' I xm /' xrn Ac pt=w= / ' (at 0q Concrete(min.2.85 ksi 1" 1-314" ur y �I w -cPir.�'nDate ZD 1/4"steel Ultracon C Ungmuted CMU,(ASTM C-90) 2-1/2" 1-1/4" i i L �j By LONG LONG LONG LONG LONG ro 9� *A. Dada PrudvZ4 1/4°steel Creteflex Concrete(min.3.35 ksi) 1" 1314" I� SIDE I� SIDE SIDE "{ l� SIDE SIDE --1 1/4"steel Ultracon Concrete(min.2.85 ksi) 2-1/2" 1314' _ T T r T T Concrete(min.3.35 ksi) 2-112" 1314" �wI T I I �w ¢w I ¢w NO CHANGES THIS SHEET. 1/4'steel Creteflexoo� oo� oB O9 oo D Ungmuled CMU,(ASTM G90) 2-1/2° 1-114" xn /i x n xy x n xh 1/4'steel AggreGator Concrete min.3.275 ksi 1-112" Grouted CMU,(ASTM C 90) 2" TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Group Anchor Substrate Min.Edge Min, `�y)tl1llllrri7j Distance Embedment* ���` �r1Y LYN/y�� E 2-1/2'x.131'Common Nail P.T.Southam Pine(SG=.55) 318" 2-7/18" 1070 TECHNOLOGY DRIVE ��.• LICENSE•,C� 2-112'Ring-shank Rooting Nail P.T.Southam Pine(SG=.55) 3I8• 2-7/16• Matertal Mm.Fr, Min.F. N.VENICE,FL 34275 (941)-480-1600 No.58705 P.T.Southern Pine(SG=.55) 1/t* 4-W81 Steel Screw 92 ksi 120 ksl #10 Trusshead SMS aluminum,6063-TS' 318° 0.050' 188 Screw 60 ksi 95 ksi ® - •/Kj, (Steel,18-8 S.S. 410ScteN 90 ksi 110k5 COPYRIGHT 02017 PGT INDUSTRIES,INC. -'D Steel Stud,Gr.33' 318° 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED p � a 410 S.S.) Elco AglreGatora 57 ksi 96 ksi F Steel,-A36' 3/8° 0.050" •MIN.OF3 ElmUltracuno 155 ksi 177 ksi = VINYL FIX ED WINDOWNOA LM&SM 919/14 %�'c ''• �A r= ( o° ilk` �ORIDP.•'' P.T.Southern Pine(SG=.55) 9116" 1-3/8" THREADS 410 SS Elco CreleFlaO 127.4 ksi 1119.7 ksi i,ass ••-•••. #12 SMS Aluminum,6063•T5" 318" 0.063 BEYOND 606375 AWrNnrxn tsksi 22 ksi 8 GLASS/ANCHORS/FRAME OPTIONS em J ROSOWSKI '777 CONAL (steel,18.8 S.S. THE A38 S1ee1 36 ksi 58 ksi o o �/it1111111aa x410 S.S.) Steel Stud,Gr.33• 318" 0.050" METAL " v v Steel,A36• 318" 0.050" SUBSTRATE. Gr.33 Stetl Stud 33 ksi 45 ksi PW-5520 NTS y 2 OF 11 o z° MD-5520.0 B A,LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT EMBEDMENT ANCHORED THROUGH EDGE DISTANCE I 114"MAX. 1/4"MAX. FRAME INTO 2X WOOD �_ SHIM SHIM I FRAME OR BUCKSTRIP. 2 4 . SEE NOTE 2.THIS SHEET. EDGE EDGE 0 EMBEDMENT DISTANCE 5 I_� ' DISTANCE FLANGE m FRAME / SHOWN l I TYp,ANCHORTYPE, TYP.ANCHOR TYPE. E[ 1"THICK I.G. If �SHI MAX. 2 EMBEDMENT AND EDGE EMBEDMENTAND SHIM DISTANCE PER EDGE DISTANCE PER TE,SEE TYp.ANCHOR TYPE, SUBSTRATE, TABLE 2,SHEET EMBEDMENTAND SEE TABLE 2,SHEET 2.SUBSTTE,SEE TABLE 2,SHEET 2. g EDGE DISTANCE PER Q Il 5 TABLE 22,,SHEET2. •�••=0 I 716'THICK I.G. I D FLANGE EXTERIOR I"� VISIBLE LIGHT WIDTH +{ 7 FRAME EQUAL- SHOWN LEG/BOX RAME NOTES; BUCK WIDTH FRAME 716°THICK I.G. 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 OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 3,SHEET 2. PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN BUCK VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED 1X 114•MAX. HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL 1/4'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD SMS(G5)SEE BUCKS DEPICTED AS 2X ARE 1-112•THICK OR TABLE 2,SHEET 2. GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE PRODUCT REVISED DESIGNED TO PROPERLY TRANSFER LOADS TO THE u complying with theSfat� STRUCTURE.WOOD BUCK DESIGN AND Budding Code INSTALLATION IS THE RESPONSIBILITY OF THE A—phmce No 7-0 / ENGINEER OR ARCHITECT OF RECORD. 'a11O°Darz 3)VISIBLE LIGHT WIDTH HEIGHT(ALSO REFERRED BY TO AS DAYLIGHT OPENING) IS MEASURED FROM Miami ado Product 1"THICKI.G. BEADING TO BEADING. FLANGE EQUAL FRAME LEG/BOX NO CHANGES THIS SHEET. SHOWN FRAME TYP.ANCHOR TYPE, SHOWN EXTERIOR EMSEOMENTAND OD� EXTERIOR ❑ o 3 4 0 EDGE DISTANCE PER 15 LJ SUBSTRATE•SEE INSTALLATION INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LFEGIBOX RAME �1/4"MAX.SHIM ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL SHOWN TECHNOLOGY DRIVE N ° N.VENICE,FL 34275 O LtCENyF•.�i (941)-480-1600 '*: NO,587Tj 05 EMBEDMENT 's• - I COPYRIGHT®2017 PGT INDUSTRIES,INC. _-9 VISIBLE LIGHT FORMULAS CERT.OFAUTH.#29296 ALL RIGHTS RESERVED INSTALLATION WIDTH:sucicwlDTH-43/1s STA Q •��` OPTION 2 HEIGHT.UCKWIDT HEIGHT-41116 VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 :�� F[ORIDP,.•''��� ANCHORED THROUGH EDGE DISTANCE FRAME DIRECTLY INTO VERTICAL SECTION B-B " FLANGE&EQUAL-LEG/BOX FRAMES ��` J ROSOWSKI CONCRETEICMU. ° m !LYNN M fil1111 N PW-5520 y NTS 3 OF 11 o i MD-5520.0 B A.LYNN MILLER,P.E. P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 114'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN I/4'MAX.SHIM INSTALLATION OPTION 5 EMBEDMENT FRAME INTO 2X WOOD INTO 7X WOOD FRAME OR BUCKSTRIP. F� EDGE DISTANCE ANCHORED THROUGH FRAME OR BUCKSTRIP.SEE SEE NOTE 2,THIS SHEET. INTEGRAL FIN INTO 2X WOOD r EMBEDMENT O NOTE 2,THIS SHEET, FRAME OR BUCKSTRIP.SEE. - NOTE 2,THIS SHEET. EDGE 1 3 EDGE DISTANCE DISTANCE Q 5 J-CHANNEL I FRAME i 0 SHOWN O 11�— EMBEDMENT p 1'THICK I.G. 1 J-. `1/4'MAX.SHIM TYF.ANCHORTYPE, 1 EMBEDMENT AND O TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE SUBSTRATE,SEE g DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE.. a SEE TABLE 3,SHEET 2. (SCREW SHOWN) EMBEDMENT AND EDGE 5 (NAIL SHOWN) �❑ 7/8'THICKI.G. ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH (NAIL SHOWN) FRAME n 7!6'THICKI.G. NOTES: SHOWN U BUCK WIDTH 1)USE ONLY SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2&3,SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE ' LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED IX HEIGHT LIGHTINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL MAX. HEIGHT IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. 1/4'MAX.SHIM #10 OR#12 STEEL SHIM WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK SMS(G5�SEE S OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2. PRODUCT REVISED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN as c°i.8odc CO with Ure FIoTe�t AND INSTALLATION IS THE RESPONSIBILITY OF Building THE ENGINEER OR ARCHITECT OF RECORD. D c anco c�pirwat n Dale 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO By REFERRED TO AS DAYLIGHT OPENING)IS �Q M'^-'lYy4a Product 1'THICK I.G. MEASURED FROM BEADING TO BEADING. 771 FIN AND/OR I(�I FLANGE MAYBE L�.J NO CHANGES THIS SHEET. REMOVED IN-FIELD INTEGRALFIN EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN 0 O Z EXTERIOR f-1 3 O AND EDGE DISTANCE PER o INSTALLATION OPTION 8 SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. FIN ``\`` FRAME SHIM MAX SHOWN p o SHIM 1070 TECHNOLOGY DRIVE \�`�.r,`�,.• .• EN .'tl/��'.� N.VENICE,FL 34275 Q:• �,� INSTALLATION EDGE (941)480-1600 _*: No.58705 *: OPTION 5 DISTANCE ANCHORED THROUGH - ® COPYRIGHT®2017 PGT INDUSTRIES,INQ INTEGRAL FIN INTO 2X CERT.OF AUTH.#29296 ALL RIGHTS RESERVED VISIBLE LIGHT FORMULAS =O '• STATE F WOOD FRAME OR m T 4/ BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3/16• VINYL FIXED WINDOW NOA(LM&SM) 0 9/9/14 �` ' '�<ORIDP..•' �'�� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-4-3/16' d `s o J-CHANNEL&INTEGRAL FIN FRAMES1. J ROSOWSKI �,,l�NAL VERTICAL SECTION D-D A.LYNN MILLER,P.E. N PW-55201-6 NTS N 4OF11 oz MD-5520.0 B P.E.958705 —�-{ 718'NO7/8"NO7/8'NOM. -+{ 718'NOM. �+-- 5/16"A/A PVB I 5116"A/A PVB I 5/16"A/A PVB 5/16"AIA PVB 7/16"AIR SPACE--\ 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE PRODUCT REVISED 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS--\ as complying withftfb+iia Building,Cade a EXTERIOR a EXTERIOR Accepinaw No t� j EXTERIOR EXTERIOR ExpirationeByMian'Da GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. VN 1"N M. VN M. 1'NOM. . IY m W ? to 7116"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG ❑ �o CD O o 7116"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }n 3 arop p o cl w tv 1I8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS O a 1. EXTERIOR p J o a m .(g ❑ <:3 EXTERIOR a EXTERIOR EXTERIOR Z LL `i aMa�a = of) o ®� W— m L.-2.q GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 Z0 z 0 ® m ❑ a Z J V) �+-- VN OM. -�•I 1"N M. -+{ VN OM. -�I = 0 F By ¢ w 0 alO'S Miami Dad.Product Caettul u. X o 7/16"A/A SG 7/16"H/H SG 7/16"H/HSG EXTERIOR }J z clito Ln 3/8"AIR SPACE 7/16 AIRSPACE 3/8"AIR SPACE 112^NOM.GLASS U Z g d 3116"T GLASS 1/8"T GLASS 3/16"T GLASS g BITE TYP• > aEXTERIOR a EXTERIOR a EXTERIOR 8 7 74 apt nsep saua5 Y ILYNN 80-83 80-83 80-83 \�P��:.•''CICENSF �(�� GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 76 * No.58705 IF9 T•'•. 8T E F� •lam "H"=HEAT STRENGTHENED 'GLASS TYPES I4 THROUGH •a •a i�s''•:c<ORIDP,.••'x� Y NOT BE USED "PVB*=090R"r=TEMPEED 17 A TROSIFOL® J-CHANNEL ORINTEGRAL GLAZING DETAIL '�''S/ANAL vNG TYP. PVB BY KURARAY AMERICA,INC. FIN FRAMES 'SG'=.090"SENTRYGLASO A.LYNN MILLER,P.E. INTERLAYER BY KURARAY AMERICA,INC. P.E.#58705 TABLE 4: Window Design Pressure,(+1-psQ Uselhis lathe for Glass 7 118"A Cap-Airspace-5116"AIA with PVB Type: _ Window Long Side(in) TABLE DIMENSIONS MAY BE 4 Dimensions 51.05 54 56 58 62 64 68 72 1 76 1 80 84 87 ORIENTED VERTICALLY OR 18 +/-50 +1-50 +/-50 +1-50 +1.50 +150 +/-50 +/-50 +/50 +/-50 +/50 +ISO HORIZONTALLY AS SHOWN. 20 +/-50 +1-50 +1_50 +/-50 +/-50 +/-50 +150 +/-50 +l-50 .+/-50 +/50 +/-50 LONG. PRODUCT mvism ,s com wiW ttn Fta+iif3 22 ++1_50 +1-50 +/-50 +/-50 +/-SD +/-50 +/-50 +150 +/-50 +1-50 +/5SIDE 0 +l-50 LONG SIDE O ."God. 1Rwld 24 +/-50 +/-50 +/-50 +/-50 +/-50 +/-50 +/•50 +/-50 +/SO +/-50 +/-50 +/-50 Acapt="Ne _ -Pr 26 +/-50 +/-50 +1-50 +/-60 +/-50 +/50 +1-50 +/-50 +/-50 +/-50 +1-50Expindon O +/-50 SHORT 28 +/-50 +h50 +1-60 +f-50 +/-50 +/S0 +1-50 +/-50 +1-50 +1•50 +1-50 +/-50 SIDE MyiuniDndePrmi 'Cm#t 30 +/50 +1-50 +150 +150 +/-50 +%50 +/-50 +/-50 +/-50 +/-50 +150 SHORT I-- —ter SIDE I— m 32 +/-50 +/-50 +/-50 +150 +150 +/-50 +I50 +/-50 +/-50 +/50 NO CHANGES THIS SHEET. m 34 +1-50 +/SO +ISO +150 +/-50 +150 +/-50 +1.50 +/-50 L 36 +/S0 +/•50 +/S0 +ISO +l-50 +/-50 +/-60 +/SO �— LONG SIDE —� •"> rn 38 +/50 +lSO +/50 +/-50 +/50 +150 +/SO 40 +ISO +/-50 +lSO +150 +/-50 +/-SO 42 +(SO +ISO +hSD +/SO +I50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT /�/ LONG SIDE THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 f4' SIDE m 44 +l-50 +150 +l--50 +/-5046 +/-50 +/50 +/SO APPLIESTOA,B,CORDANCHORS APPUESTOEORFANCHORS LU y r 0) 'nay (SEE TABLE 2) (SEETABLE 3) Ofw 48 +150 +/-50 15„ 4, p '� rn O p 51.05 +/50N = oleo _I SHORT I_ O"0* —� to SIDE f'^— 0 J O a m .(g p Z U-co S Mva TABLE 5: LL d ©� Window Design Pressure,(+I-psf) useNstacle ~W � 2` -5 aMa retcass g > r v 1/8"T Cap-Airspace-5116"AIA with PVB Type: Z o Window Lang Side(n) U O W O Dimensions 60.926 64 66 68 70 74 77 1 80 84 87 92 97 99 Z Q m 32 +150 +1-50 +/-50 +1-50 +150 +/-50 +/-50 +/SO +/-50 +ISO +/-50 +/SO +/-60 34 +lSO +/-50 +/SO +h60 +150 +150 +/-50 +/SO +/-50 +/-50 +/-50 +/-07.3 +/-46.7 ® O0 W laayg Z 36 +150 +/-50 +/-50 +/SO +lSO +150 +1-50 +ISO +1-50 +/-50 +/-47.5 +/-05.4 +/-04.6 = 10 38 +/SO +/-50 +150 +/-50 +/SO +150 +ISD +150 +/-50 +/-49.1 +/-46.1 +/-43.9 to Z UJ 40 t/SO t/-50 +150 +f-SO +/SO +1-50 +1-50 +/S0 +/-60 4/-4a.2 +1-45.1 LL W W dfeJs o x EL a 42 +/S0 +/•50 +/SO +/-50 +/50 +150 +/-50 +/50 +1-49.8 +/-07.4 F; LL Z 04 0 44 +ISO +l-50 +1-50 +ISO +ISO +/-50 +1.50 +150 +/-48.9 I vJLL rn 46 +1.50 +l-50 +/-50 +/-50 +/50 +1.50 +/-50 +/-49.9 � d = 48 +lSO +ISO +/-50 060 +150 +1.50 +/50 '-saa se;.es z to 50 +ISO +/-50 +/-50 +/•50 +/S0 +150 52 +/-60 +1-50 +/-50 +/-50 41-50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ��11111 jI1�I1/� THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 � ONY LYN^'M ''/' 54 +/+/a +/-50 +1.50 +/-50 NOTES: '��.•'' EN �� : 66 +1-60 +/-50 +150 APPLIESTOA,B,CORDANCHORS APPLIESTO EOR F ANCHORS 1)BUCK DIMENSIONS SHOWN. _•' 3'�C SF••':(� i (SEE TABLE 2) (SEE TABLE 3) : •••'p 58 +1-50 +/-50 2)FOR SIZES NOT SHOWN,ROUND UP TO THE 7t;Q, No.58705 35' 3S'FOR EANCi0R5,4'FOR FANCHORS NEXT AVAILABLE SHORT OR LONG DIMENSION. *- 60.926 +/S0 _ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEE72), �)• 6N 441 FIND THE SMALLEST SQUARE WINDOW SIZE IN O STA E I ��� THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ����•'•..F(CRIDP,.•'•N� � WINDOWWILL COMPLETELY FITWITHIN, i S •••• G' �� �NAL tE�.�. A.LYNN MILLER•P.E. P.E.#68705 TABLE 6: Window Design Pressure,(+1-psf) use tns tm= 3116"A Ca -Airspace-5/16"A/A with PVB ro aess 9&10 316"T Ca -Airspace-5116"A/A with PVB Type TABLE DIMENSIONS MAYBE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 66 gm-7 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +ISO +/-50 +/-50 +/-50 +1-50 +/-53 +/-So +1-50 +/-50 +/-50 +/-50 +/-50 +/-50 LONG PRODUCT REVISED 34 +ISO 450 +/-50 +/-50 +/-50 +/-50 +ISO +/-50 +/-50 +/-50 +/-50 +/-50 +ISO SIDE as=npiyi.i; ilhthe Flui&a '-+— LONG SIDE Building Code 36 +1-50 +/-50 +1.50 +1-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-5o +/-w +1-60 Au'.Ptmwido 17.0(014.01 38 +1_50 +/-50 +/-50 +/-50 +/-50 +1-50 +1-50 +/-50 +/-60 +/-50 +/-50 +/-W ExpirationDl�l /1j)'fp SHORT 40 +1_50 +/-50 +150 +/-50 +1-50 +150 +/-60 +/-60 +/-50 +/-50 +/-50 SIDE 81 42 +150 +ISO +/-50 +/-50 +/-60 +I-50 +/S0 +/-50 +/-50 +/-50 SHORT M`a Dad'Eket CSIDE c 44 +/50 +ISO +/-50 +/-50 +1-50 +1-50 +1.50 +1-50 +/-50 v NO CHANGES THIS SHEET. in 46 +ISO +/-50 +/-50 +150 +/-50 +1-50 +150 +/-50 48 +/SO +/S0 +/-50 +1-50 +/-50 +/-80 +/SO y 50 +150 +1-50 +/-50 +1-50 +/-50 +1-50 �-•+— LONG SIDE —►{ > 52 +1.60 +/-50 +1-50 +/SO +/-50 MA%•O.C.SPACING IF ANCHORING hNX.O.C.SPACING IF ANCHORING THROUGHTHEFRAMEPERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 SHORT A-64' +/50 +/-50 +(-50 +/-50+150 +1.50 +/50 APPLIES TO A,B,C OR D ANCHORS APPLIES TO E OR F ANCHORS SIDE LONGSIDE (SEE TABLE 2) (SEETABLE3) Wz � U)+I50 + 15" 3.5^FOR E ANCHORS,4-FOR F ANCHORS+150 O �w rn O o `I SHORT — O��j if ' IO TABLE 7: 'I SIDE f 0 J O noLL 0f Fg O Window Design Pressure, Use =w ' Mwo reg for Glass11 H O 01 "N 1/8"T Cap-Airspace-7116"A/A with PVB Type: Z x¢ to W Indow Long Slde(n) W 22 IS as OMG Dlmensians 60.926 64 66 68 70 74- 77 BO 84 87 92 97 99 Z o; o 32 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +/-70 +f-70 0¢ j O 34 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +140 +/-70 +/-70 Z CO r 36 +170 +/-70 +1-70 +1-70 +/70 +1-70 +/-70 +/-70 +/-7I1 +/-70 +/-70 +/-70 +1-70 3O f-- LU Iaa4S 38 +170 +1.70 +f-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70N Of 40 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 = H lnn Z 42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 alo 0 +/-70 +r-70 0 UU a5 v44 +1-70 +/-70 +670 +670 +l-70 +1-70 +670 +/-70 +1-70 - o X d o in ,46 +170 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 r U- z to w48 +/-70 +/-70 +1-70 +670 +/-70 +/-70 +/-7o >- W a 50 +1-70 +1-70. +/-70 +/-70 +/-70 +1-70 j p 52 +f70 +/-70 +1-70 +/-70 +/70 MAX O.C.SPACING IF ANCHORING M4%.O.C.SFACINGIFANCHORING L Z fflu •�sa0 sauag 64 +/-70 +/-70 +/-70 +1-70 THROUGHTHEFRAMEPERSHEETS3&4 THROUGHTHEINFEGRALFINPERSHEET4 APPUESTO B,CORD AN010R5 ppP(SEETA LE3) S ��`�QM LYNN,y��., 56 +/-70 +/-TO +/-70 (SEE TABLE 2) (SFE TABLE 3) `� 58 +/-70 +/-70 15,5^ 4^ )BUCK DIMENSIONS SHOWN. P�>�.•'• 1-tCEN ••%� 60.926 +/-70 •.•1y S 2)FOR SIZES NOT SHOWN,ROUND UP TO THE No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '� 6 FIND THE SMALLEST SQUARE WINDOW SIZE IN OT••. STA F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL % '•.F[ORIDA,.•'••�C� WINDOW WILL COMPLETELY FIT WITHIN. s/RIVAL ANG /lllllllolt A.LYNN MILLER,P.E. P.E.#58705 TABLE& Window Design Pressure,(+/-psq Use this lade for Glass 12 3/16"A Cap-Airspace-7/16"AIA with PVB Types: Window Long Side(In) Dimenslons 69.649 71 73 75 78 BO 85 86 89 92 96 99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +1-70 +1.70 +1.70 +l-70 +/-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 +1-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 LONG PRODUCTIt$v33ED 36 +/-70 +1•70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 SIDE �- LONGSIDE Suild:m Code 38 +1-70 +1.70 +1-70 +/-70 +/-70 +1-70 +/a0 +1-70 +/a0 +/-70 +/-70 +1-70 ACc�pl ie Nol -0$14.0�( 40 +/-70 +1.70 +1-70 +/-70 +1-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 T- ExpiFafn Date2(y j 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.7 SIDE SHORT7:/�� By 44 +1-70 +1-70 +/•70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-66.4 +1-63.7 I 1,11- D�Product 46 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.9 +/-67.4 +/{3.9 +1•61.7 SSIDET I� oNO CHANGES THIS SHEET. 48 +1-70 +/-70 +F70 +1-70 +/•70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/-61.9 +/59.7 0 50 +/-70 +/-70 +/-70 +1_70' +1-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 N } � 52 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-67.8 +/•56.9 +/-64.2 +/-61.6 LONG SIDE 412�- -� IJ � N 54 +/-70 +/-70 +/-70 +/-70 +l-70 +/-70 +/-66.2 +1-65.3 +/32.5 T- 56 +/-70 +/-70 +/-70 +/-70 +/•70 +159.2 +154.7 +133.8 SHORT LONG 57 +/-70 +1-70 +/-70 +/-70 +/39.8 +/-68.1 +1-64 SIDE SIDE Y m 60 +1-70 +1-70 +1-70 +/39.7 +/37 +1-65.3 DI z � vi N •naa MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING � 9 62 +l-70 +f-70 +139.9 +/37.9 +/35.2 � c7 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 In N � O 64 +/-70 +/-70 +/3&3 +/-66.3 „y3 0uM0APPUFSTO B,C OR DANCORS APPUESTO F ANCHORS N ° gN 66 +/39.9 +/36.7 (SEE TABLE 2) (SEETABLE3) SHORT -j SIDE J 8 ++ 6 Z71 15,5" 4, . =U [7+ 68uty'7� d 61 TABLES: W Z •meq, �< cN Window Design Pressure,(+I-psf) ter Glass13 o j 3116"TCap-Airspace-7/16"AIA with PVB Type: z g ci U W LL Window Long Side(In) p _3 Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 99 F m 32 +1-70 +1•70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 +1-70 UW laays 34 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 W z U ` 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 1 m § U H 38 +/-70 +/-70 +/_70 +1•70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 Q W LU a�S 40 +1-70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1•70 +/-70 +1-70 +/-70 o X EL 0 42 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 J Z cli 44 +1-70 1 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +f-70 +/-70 +/-70 +/-70 Z r 46 +f-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +138.6 > p a 0 en1 48 +1.70 +1.70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +138.8 +/36.3 osa°sauas y50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/36.6 \\k\tTt 52 +l-70 +/-70 +/-70 +/a0 +/a0 +1-70 +/a0 +/aD +/a0 +1-68.5 �. Y LYNN, NOTES: +/_70 -70 +/-70 +/-70 +139.5+/-70to 64 +l-70 +/-70 +/ +l-70 �'�,•' VICENgF'.�(( 1)BUCK DIMENSIONS SHOWN. Q' 56 +/-70 +1-70 +!•70 1 +f-70 +/-70 +1-70 +/•70 +1-70 57 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =* No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +/-70 +1-70 +/-70 +1-70 +1-70 +1-70 62 +/-70 +/-70 +/-70 +/-70 +/-70 MA)f.O.G PA SCIIF ANCHORING MAX.O.C.SPACING IFANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), THROUGH THE FNG AME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN �O�'•, ST TE F �Cl� 64 +/-70 +1-70 +/-70 +/-70 THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL �i C� ''•�/ORIDP,. ��� 66 +/-70 +f-70 +1-70 APPLIES(OEET BED2'NCHORS APPLIES TT BANCHORS WINDOW WILL COMPLETELY FIT WITHIN. ��/sS�ONAL 68 +/-70 +/-70 15.5' 3.9' 69.649 +1-70 A LYNN MILLER,P.E. P.E.#58705 TABLE 10: Window Design Pressure,(+1-pso use tl is LRde for Ghss 14 3/16"A Cap-Airspace-7/16"AIA with SG Tyre: Window Long Side On) TABLE DIMENSIONS MAYBE Dimensions 69.649 71 73 1 75 78 80 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 HORIZONTALLY AS SHOWN. 34 +801-110 +801.110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-109.4 +801.108.3 +801-107.6 LONG PRODUCT RE--liSSD 36 +801-110 +80/410 +801-110 +801-110 +801-109.5 +801-108.6 +80%106.8 +801-106.5 +801-105.5 +801-104.7 +80%103.6 +801-102.9 SIDE as complyi-gwith etm FkBzfa �-- LONG SIDE 90cli.5 Cade 38 +801-109.7 +801-108.9 +801-107.8 +801-106.8 +801-105.6 +80/-104.6 +80/-1027 +801-102.4 +801-101.4 +80%100.5 +801-99.4 +801-98.7 T Acapimn No - 9 40 +80%106.3 +80%105.5 +801-104.4 +801-103.3 +80/-101.9 +80/-101 +80/-99.1 +801-98.7 +80/-97.7 +80/-96.8 +801-95.7 +801-95 •""p"� �� +801-100.2 +801-98.8 +801-97.9 +80•95.8 +80(•95.5 +801-9.5 +801-93.5 +80/-92.4 +80/•90.7 SHORT y42 -103,3 +80/-102.5 +801-101.3/ SIDE � Miiami rda ProdaM Canlzo@ 44 +80%100.7 +801-99.8 +801-9&6 +80/-97.5 +80/-96 +601-95 +80/-929 +801-926 +BO!-91.6 +80/-90.4 +80/-87.1 +80/-84.7 _I SHORT 46 +80/-98.4 +801-97.5 +80f-96.2 +8D/-95 +801-93.4 +801-926 +80/-90.3 +80/-89.9 +801.88.1 +801-85.5 +801-83.1 +801.81.6 �I SIDE NO CHANGES THIS SHEET. c 48 +80/36.3 +801-95.4 +80/•94.1 +80/-929 +80/•91.2 +801-90.2 +801-88 +601-87.6 +801-84.6 +801-82.6 +80/-60.2 +/-78.6 v 50 +801-94.6 +80/-93.6 +80/-92.2 +801.90,9 +80/•89.2 +80/-68.2 +801-85.4 +80/-84.5 +801.82.4 +801-80.2 +/-77.6 NLONG SIDE '> 0 52 +801-93 +80/-92 +601-90.5 +801-89.2 +80/-87.4 +801-86.4 +80/33.3 +80/-825 +801.80.2 +/-78 F~ T rc m 54 +801-91.7 +80/-90.6 +801-89.1 +80/-87.7 +BO/-85.8 +801.84.7 +80/-81.3 +801-80.4 +/-78.1 7 56 +801-90.5 +801-89.4 +80f-87.8 +80/46.4 +80/-84.4 +80/-83.2 +/-79.3 +/-78.5 SHORT d LONG 57 +801-90 +801.88.6 +80/-67.2 +BOf-85.8 +801.83.4 +80/-82 +/-78.4 SIDE 9/ SIDE + Y m 60 +80/-87.2 +80/-86 +801-84 +80/-825 +80/-80.1 +/-78.6 J- > w 62 +80!$4.6 +60/-83.8 +801-821 +801-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORINGCD THROUGHTHE FRAME PERSHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET 4 �'w lO 64 +801-829 +801-82 +801-80.1 +1-78.4o }n 7;--a O APPLIES TO B,C OR D ANCHORS U' N z+�+ N 66 +801-81.1 +801-80.1 +/-78.3 ) GLASS TYPES 14 THROUGH SHORT O m --, t�O� (SEE TABLE 2 NOT APPLICABLE 68 +/-79.3 +/-78.4 13,2• '17 MAY NOT BE USED WITH SIDE Z lJi n" uM cl 2 69.649 +/-77.7 •FIN FARAMESNNEL OR INTEGRAL =LL o 0 TABLE 11: Use tttis k�ble U.1 Z vco 'aN Window Design Pressure,(+/-psi LU 7 ca SMO for cuss 15 > a 3/16"T Cap-Airspace-7/16"A/A with SG TYPe Z o UN Winslow Long Side(n) p _3 LL Dimensions 77,78 79 87 83 86 67 91 94 96 99 104 107 111 Z in rn 36 +801-110 +801-110 +801-110 +B(/-110 +801.110 +801-110 +80/-110 801 +80/-110 + .110 +801-110 +BW-110 +801-110 +80/-110 40 +801-110 +80/-110 +801410 +BO'-110 +80/-110 +80/-109.9 +801-108.5 +W407.5 +803-10&9 +801-106.1 +801404.8 +80/-104.1 +604103.3 ® � W Iad45 Z � 42 +801-110 +801-109.8 +80/•108.8 +801-107.9 +801.106.7 +80/-106.3 +60%104.8 +801.103.8 +801-103.2 +801-100.8 +801-97.7 +80136.4 +80/34.8 cn 44 +801-107.3 +801-106.7 +801-105.7 +801404.7 +80/-103.4 +801-103 +BW-101.4 +801-98.6 +80/36.7 +801-941 +801.91.4 +801-90.3 +801439.2 Lu Z aI"�s 48 +801-102 +W-101.3 +801-100.3 +80%99,2 +80137.3 +601-g6.2 +8(Y-925 +801.90.4 +801.89.2 +80/-87.3 +80/-84.4 +BO/-827 +801430.6 a X a o 60 +801-99.8 +801.89.1 +8d-98 +60/•96.9 +80!:93.9 +801-93.1 +801.89.9 +601.87.7 +80136.2 +801.84.3 +801-81.1 +/-79.3 +1-77 tL Z c l 51 +801-98.8 +80/-98 +801.96.9 +80/•95.8 +801328 +601-92 +80Y-88.7 +80/8W.4 +BD/-85 +80/-828 +/-79.6 +/-77.7 +/-75.3 - Z y 54 +80/36.1 +80135.3 +80/-94 +80/-921 +801.89.4 +80138.5 +801.85.1 +801.827 +801.81.1 +/-78.9 +/-75.3 +1-732 +/-70.6 j p a 56 +801-94 +80133.2 +8D/-91.6 +80f-90.1 +80/37.2 +80/-86.3 +80'-828 +801.80.2 +1-76.6 +/-76.3 +/-726 +/-70.5 e111 �s"O sauas v 58 +801-91.4 +80/30.6 +80'-89 +80%87.5 +80/35.1 +80/-84.2 +80/-80.6 +/-78 +/-78.3 +/-73.8 +/-70.2 c61 +801-87.8 +801-81 +601-85.3 +801-83.6 +80/-81.2 +801.80.5 +l-77.3 +/-74.6 +1-728 +l-70.4 t 83 +801-85.6 +801&1.8 +BDI 828 +80%81.1 +178.8 +/-78 +/•74.8 +/-723 +1-70.6 NOTES: �oN.......N� U) 1)BUCK DIMENSIONS SHOWN, `�C1'�;•' 1.10ENSF'•%�% 64 +601.84.4 +M-83.5 +801-81.7 +/-80 +I-T7.5 +/-76.8 +/-73.5 +/-71.2 66 +801-822 +801.81.2 +/-79.4 +1.77.6 +/-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE �.: ND.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 68 +/$0 +/-79.1 +1-77.2 +1-75.4 +/-727 +/-71.9 /'+ •' MAX.O.G SPACING IFANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), 70 +/-78 +I-77.1 +/-75 +/-73.2 +/-70.5 70 6 �= THROUGH THEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %O '•, STA P�••�/- 72 +/•76 +l-75 +I-73 +1-71.1 APPLIES TO B,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL "n '•. 74 +/•74.1 +/-73 +/-71 WINDOW WILL COMPLETELY FIT WITHIN. %�SS'•.�R{OP..•'G��� (SEETABLE 2) NOTAPPLICABLE 76 +l-722 +/-71.1 13.1• ; NAL{E\ 11 77.76 +/-70.5 A.LYNN MILLER,P.E. REX 58705 TABLE 12: �{- Window Design Pressure,(+1-psf) Use this table TABLE DIMENSIONS MAY BE I"Glass 16 ORIENTED VERTICALLY OR 118"TCap-Airspace-7116"WHwRhSG Type: HORIZONTALLY AS SHOWN, Window Long Side On) ELONG Dimensions 60.926 64 96 68 70 74 77 80 94 87 92 97 99 SIDE 32 +801-110 +801-110 +841-t 10 +801-110 4801-110 +80/110 +801-110 +86-t 110 +84f-110 +801-110 +847-110 +S61-110 +801-110 - LONG SIDE 34 +80/-110 +801-110 +801-110 +801-110 +801-110 +801.110 +801.110 +80'-110 +801.110 +801-110 +801-110 +801.110 +801-110 � PRODUCF REVISED as Camp?yiog with the Ftotfda 36 +80/1101-4T01-110 +861--110 +801-110 +8111-110 +801-110 +801-11Q +$LH-110 +801-110 +801-110 +801-110 +80/- SHORT Suildi 1111 +BQ/-1111 SIDE A-pttaan a NO .O Code 38 +601-110 +80I-11Q +8W-714 +801-110 +801-110 +BQI-010 +801-110 +841-110 +80%110 +801-11Q +801-110 +80/-110 { SHORT ExpimtimDale Or�� 40 +801-110 +801-110 +801-110 +801-110 +801.110 +80l-110 +801-110 +801-110 +50/-770 +80%110 +801-110 1.- SIDE BY � 4 +801-110 +801-110 +861.170 t861d10 +$0/-110 +841110 t80/-120 +80+-110 +80/-110 +841-110 47a. "r}'+leduct.(,odc 44 '+801.110 +BOI-110 +80%170 +80!-110 +80/-110 +80l-170 +80l-110 +841.110 +801-110 a rn 46 +801-110 +8D/-110 +80/-110 +801.110 +801.110 +80/•110 +801-110 +841-110 }�-- LONG SIDE -.-i NO CHANGES THIS SHEET. 0 48 1801-110 +80/-110 +801110 +801-110 +801-010 +801-110 +801-710 T- c rn 50 +801.110 +801.110 +801-110 +801-110 +801-110 +80/-110 SHORT SIDE LONG 52 +80/-110 +80/-110 +80%110 +80/•110 +84/-110 MAX.O.G SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING q SIDE 54 4801-110 +801110 186/-110 +SQf-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 56 +80/•110 +801-110 +801-110 APPUESTO B,CORDANCHORS 59 +80%110 +801-110 (SEETABtE2) NOTAPPUCABLE p �, m 60.926 +80%110 ILS GLASS TYPES 14 THROUGH1 1 j W> H to naH 27 MAY NOT 8E USED WITH of Ca J•CHANNEL OR INTEGRAL SSIDET O a O TABLE 13: f FIN FRAMES. N e1e6 O N Window Design Pressure,(+I-psf) Use thslaw 0`rr o � (if � for Gkass 17 Z W rl aJo18 3/16"TCap-Airspace-7116"H!H w)th St# Type: o n Window U Long Side(in) C)o e Dimensions 77.76 79 81 83 88 S7 91 94 9b 99 104 10T 171 118 120 126 tab 144 N Wco �< pMo 36 +801-110 +801110 +801.110 +841.110 +801-110 +80/-110 +801-110 +8111-110 +80%110 +801-110. +80'-110 +801-110 +BQ/-110 +80!•110 +80/-110 +SO/-110 +801-110 +80'-110 �' n> 40 +801-170 +801-110 +801-110 +841-110 +801.110 +80/-110 +801-110 +801-110 +8011--11D +801-110 +841-110 +801.110 +801-110 +So-110 +BOt-170 +801-110 +80%110 +$a-1110 Z rn� o to 10 42 +B-W-110 +80%110 +801-110 +801-110 +8O/-110 +801-110 +801-110 +84f--110 +801.110 +801-114 180'-110 +BQ1-110 +80%110 +801110 +801110 +801-110 4801-8110 +801-110 U p LU O 44 +801-110 +80%110 +801-110 +80f-110 +801-110 +BOl-110 +80%710 +80l-110 +801-710 +801.110 +841-110 +801-110 +801.110 +801-110 +BO/-110 +80/-110 +801-110 Z o 48 +801-110 +80%110 +801.116 +801-ND +801-110 +801-110 +881-110 +80f-110 +Sof-110 +801-110 +80'-110 IID ID +$0f-110 +801-110 +80/-110 +801.110 tD p F- Iaayg 50 480/-110 +BQ/-114 +801-110 +8111-110 +801-110 1801-110 +801110 +801-110 +80/-i14 180/-110 +90-SIO +8Q1710 1801-110 +801-710 +80f-114 Z Lu 51 +801.110 +SO/-110 +801.110 +801-110 +801.110 +BO/-110 +801-1110 +80/-170 +804110 +801-110 +841-110 +801-110 +801-110 +80/-110 54to +807-110 +804110 +801110 +801-110 +801110 +80l-110 +801-110 +801110 +801-110 +801-1110 +801-1110 +801110 +80%710 0 LU Z 56 +80/-110 +801-110 +801-110 +841-110 +80/-110 1 +801-170 +801.110 +80/-110 +801-110 +801-110 +841-110 +801-110 ¢ W � LL x a m p O v_ 58 1180!-itp +801-110 +801.110 +80/-110 +80/-110 +801-110 +8p/-11p +80/-110 +BO%110 +8p/-110 +801.110 F ti Z 1141 g61 +80f-11D +801110 +801-110 +SQf 110 +801-110 +801-110 +801-170 +801-110 +S01-1110 +801-110 '9 in 63 +801.110 +801-110 +801410 +80/-110 +801-110 +80f-110 1 +801.110 +80/-110 +801-110 Z w > 0. 64 +80f-110 +80%110 +601-110 +8W-110 +60/470 +801110 +80'-110 +50/-770 a7t1 'ssat7 saua 66 +801-510 +801-t 10 +801.110 +801-710 1801-110 +801-114 +801-714 68 +80/-110 +80/-110 +80/-110 +841-110 +801-110 +80/-110 \`\71111 11'11 t! 111 fy -- 74 fi867-110 +801-110 +BQI-i1Q +8W-110 1801-110 MAX.O.C.SPACINGiFANCHORiNG MAX.O.C.SPAONGIFANCHORING 72 +8pl-110 +801-110 +80/110 +841-710 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 `���'•' 1.1GENSF•;�('`�!. 74 +801-110 +801-110 +80/-110 AVP UESTO8,CORDANCHORS 76 +861-110 +801-110 (SEE TABLE 2) NOTAPPLICABLE lk: No•5870s .. 7x- 77.76 +80/-110 E F NOTES: �i,G�s'•!�L OR1Dv,.-'\� 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. t 1 T/1 I I i 11717' 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2),FIND THE SMALLEST SQUARE WINDOW SIZE IN THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL WINDOW WILL COMPLETELY FIT WITHIN, A.LYNN MILLER,P.E. P.E.#58765 1 1.376" 3.500" 3.500" 3.500' 3.500' �I►— .062" — .062• —�-I�►— .062• --"-ih+- .062' 355" 5 .OfiO' O ANCHOR COVER 1.483• 1.483' 1.483" 1.483• a Q � onn ❑ o � k ro o � ❑ o � o o 964' 301' Q .625' .625' r 1.375" O 3-CHANNEL FRAME r FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME O718 IT � I+ SILICONE HOT-MELT BUTYL ALUMINUM POLYISO- DESICCANT FILL AREA REINFORCEMENT .80' 175" STRUCTURAL SIL CONE BUNS 5/16"NOM. STRUCTURAL FOAM 3/16"NOM. 5116'NOM. SILICONE SEAL POLY 1/4"NOM. BUM& OL WITH DESICCANT WITH DESICCANT ROLL-FORMED O1"BEAD DESICCANT FOAM STAINLESS STEEL INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS MITERED CORNERS WITH KODISPACE SUPER DURASEAL@ XL EDGET"" INTERIOR Bo 4SG TPS 81 SPACER®NXTT"" 82 SPACER 83 SPACER WELDS TABLE 14: # I Part# Description Material RODUCT REVISED 1 .5 C0mIlying with dw FImida 620117 J channel Frame PVC Building Code 2 620118 Flange Frame PVC Ac Ptw x No I 7 Y061A• cn 3 620119 Integral Fin Frame PVC �`a6onQaw Oa0 4 620120 Equal L Box Frame PVC B` Q M,_,Dode. 5 620133 Anchor Cover PVC 5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1"Glazing Bead PVC o ASSEMBLY DETAILS7 74 Backbedding,GE 7700 or Dow 791 Silicone 78 1 71646N ISetting Block(7/8"x 1"x 1/8"),85+1-5 duro. EPDM i 1 EXTERIOR 1070 TECHNOLOGY DRIVE `,��C:;•'LICENSF ��//�: N.VENICE,FL 34275 NOTES: (941480-1600 ;*; No.58705 1)SOME PARTS NOT SHOWN FOR CLARITY. Part# Description Material 2)J-CHANNEL FRAME SHOWN,PART#1.OTHER ® COPYFUGHT02017 PGTIWUSTRIES,INC. l FRAME TYPES APPLY. CERT.OF At #29296 ALL RIGHTS RESERVED — 80 lKommerfing 4SG TPS Spacer System 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE ��=. ST TE F (V�\ 81 Quanex Super Spacer nXT with Hot Melt Butyl See this NOT PART OF THIS APPROVAL. VINYL FIXED WINDOW NOA(LM&SM) 919114 F C� ''•.�ORIDP•.•' Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA ❑ i S •••• (j`� 82 Quanex Duraseal Spacer Materials EXTRUDERCODE. o gOM&ASSEMBLY om JROSOWSKI 83 Cardinal XL Edge Spacer _ REFERENCE TEST REPORTS:FTL-8717,8968 8 8970 'v PW-5520 NTS 11 OF 11 3 Z6 MD-5520.0 g A.LYNN MILLER,P.E. ❑ P.E.#58705