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HomeMy WebLinkAboutProduct Approval (2) t M IAM!-RADE _ MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA RECEIVED www.miamidade.mov/economy PGT Industries,Inc. 1070 Technology Drive OCT 17 059 North Venice,FL 34275 ST. Lucie County, Permitting 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-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 1 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: 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 UJin 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 LL 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 I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. AME gill 1111;ijl�glogR11 1110-1 NOA No. 17-0614.09 M1Ahi1 DARE COUNTY Expiration Date: April 30,2020 *� Approval Date: October 26,2017 4]17711 ! 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, Duraseai® 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 NDA 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 202-94 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-51h 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 rez, E. Product Control xa iner 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 "Trosifol®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 FBC 51h Edition(2014) and FSC 6`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 'TW-5520 Vinyl"PVC Fixed Window—L.M.I. approved on 08/04/16 and expiring on 04/30/20. Manuel a z,P.E. Product Contraminer NOA No. 7-0614.09 Expiration Date: April 30,2020 Approval Date: October 26,2017 E-2 GENERAL NOTES:SERIES 5520 IMPACT RATING DESIGN PRESSURE RATING IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE,SEE IMPACT RESISTANT TABLES 413,SHEETS 6-10 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX.BUCK WIDTH SEE TABLES 4-13 (SHORT OR LONG SIDE) MAX.BUCK WIDTH SEE TABLES 49 (SHORT OR LONG SIDE) 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD MAX'O.C.SEE r 1.25"MAX. B,SEE _ _ TABLES 413 6"MAX. D,SEE __ MAX.O.C.SEE TABLES 49 jL LITE(CAP)MUST TEMPERED. SHEET3� SHEET4 PRODt1Ct'REvISFD wrnld)'a8 with aw A-fails 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I A.epf Cade VISIBLE Ar•eptmce No 4•,DC,' SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE Expiration O,%a jfjTuj ANCHOR TYPE. LIGHT WIDTH MAX.BUCK LIGHT WIDTH HEIGHT,SEE __________ ___ _ R� 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. r -- TABLES 4-13 r lvli- Dade Product 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I (LONG OR I BUCKS DEPICTED AS 2X ARE 1-1P2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) I / SHORT SIDE) ' I / , JR-06/06/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK VISIBLE VISIBLE ANCHORAGE 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 ORMAX.BUCK k STUCCO.USE ANCHORS OF'SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION HEIGHT,SEE ANCHORS SHOULD BE SEALED,OVERALL SEALINGIFLASHING STRATEGY FOR WATER I I RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. TABLES R SCOPE OF THESE INSTRUCTIONS. SEE TABLES i (LONG OR c1 D] 413 MAX.O.C. SHORT SIDE) j - U) nay 6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE w IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED TABLES D o eT 0 o LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS - 4-9 } G alo0 p o I�� wy N B "�1 6"MAX. - t7 � LO IMPOSED ON THEM BY THE WINDOW. � �. D �• 1.25"MAX. —� I� O� g S � � 7)DESIGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL Z LL 0 Mo A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME =LLl ,R o u 0 ANALYSIS AND GLASS PER ASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90°CORNERS) v v d B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) U2 Z co !E N -°N PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. 1.25"MAX. LU co on Ohio C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6"MAX. o Z a Q It. CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE ✓ MAXO O HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX.O WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD,ANCHORS THAT COME INTO MAX O.C.SEE Z W O.Q. SEE CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEETTHE REQUIREMENTS OF THE SEE TABLES TABLES 49 TABLES ® N O Ta 7s FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4 13 49 z W fA 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C. T r ~O Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / I Z VISIBLE SEE TABLES VISIBLE ¢ W Z along JURISDICTION. / 413 LIGHT LIGHT a X N 10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; HEIGHT HEIGHT LLw in to ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& MAX.BUCK J z BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN / MAX.BUCK HEIGHT,SEE Z SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS&ALUMINUM DESIGN MANUAL HEIGHT,SEE / TABLES 49 j 0 EL TABLES49 (LONG OR aAt1asa0 seua5 11)"PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SNORT SIDE) "SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. LIGHTWIDTH SHORTSIDE) LIGHT WIDTH \``\\\\ 111/1' l ONY LYNN, 6"MAX. 1. C,'` .•'UCEN$F'•.� GENERAL NOTES.........................I VISIBLE LIGHT FORMULAS I •`,(�� ELEVATIONS.................................t MAX.O.C.SEE TABLES 4.9 1.25"MAX. WIDTH:BUCK WIDTH-4.3/16" I --►I 6"MAX. 1.25' t� �' No.68705 FRAME,GLASS&ANCHOR I MAX.D.C. HEIGHT:BUCK HEIGHT-4.3/16" 111"�'��—�1—TTI MAX. OPTIONS.............................2 SEE TABLES 413 INSTALLATION,FLANGE& CODES/STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 MAX.BUCK WIDTH SEE TABLES 4.9 EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) ?,) �'•:•- INSTALLATION,INTEGRAL FIN& .2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP.INTEGRAL FIN& �O�•. Fr F :•2l�` TYP.EQUAL-LEG/BOX& JCHANNEL..........................4 •ASTM E7300-09 �� �ORIDP.•'' \ GLAZING DETAILS........................5 -ANSIfAFLANGE FRAME(CURVED J-CHANNEL FRAME(CURVED OR FS+ ' G DESIGN PRESSURES...................6.10 .ALUMINUM DESIGN 1MANUAL,WOOD 5STRUCTION OR ANGLED CORNERS) ANGLED CORNERS) �'�.S�ONAL BOM&ASSEMBLY.......................11 •AISI8100-12 (ANCHORED THROUGH NAIL FIN) lit •AISC 360-10 A.LYNN MILLER,P.E. P.E.1/58705 TABLE 1: Glass Description Table 'A°=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: type # *H"=HEAT STRENGTHENED "r"=TEMPERED 7 7/8"Laminated I.G.:1/8'A Exterior Cap+7/16'Air Space+5/16"Laminated;(2)Liles of 118"A Glass with.090'PVB Interlayer 4 •PVB"=.090"TROSIFOLO" 8 7/8"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 5 PVB BY KURARAY 9 718'Laminated I.G.:3/16"A Exterior Ca +3/8"Air Space+5116"Laminated; 2 Lites of 1/8"A Glass with.090"PVB Interlayer 6 AMERICA INC. Box OR P P ( ) Y "SG"=.090°SENTRYGLASBr-ITT EQUAL �Q 10 7/8°Laminated I.G.:3/16"T Exterior Cap+318"Air Space+5/16"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGLEG 11 1'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites Df3/16°A Glass with.090"PVB Interlayer7AMERICA,INc. 12 1"Laminated I.G.:3/16"A Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 8 ° 13 1"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"PVB Interlayer 9 14 1'Laminated I.G.:3116'A Exterior Cap+318"Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"SG Interlayer 10 15 1"Laminated I.G.:3116"T Exterior Cap+318°Air Space+7/16°Laminated;(2)Lues of 3116"A Glass with.090"SG Interlayer 11 GLASS TYPES 14 THROUGH 16 1"Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites Of 3116"H Glass With.090"SG Intedayer 12 '17 MAY NOT BE USED WITH M fla J-CHANNEL OR INTEGRAL 17 1°Laminated I.G.:3/16"T Exterior Cap+3!8"Air Space+7/16"Laminated;(2)Utes of 3/16"H Glass with.090"SG Interlayer 13 •FIN FRAMES. J-CHANNEL �Q INTEGRAL TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. MIN.OF 3 THREADS D� cls Distance Embedment* BEYOND THE METAL P.T.Southern Pine(SG=0.55) 7/16" 13/8" SUBSTRATE. #10 SMS Steel,A36' 3/8" 0.050" (steel,18-8 S.S. VALUES MAYTED CMU" or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) VALUES MAY BE A Aluminum,6063-T5' 3/8" 0.050" USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 1-x8" CMU APPLICATIONS. 3116"steel Ultracon Concrete(min.2.85 ksl) 1" 1-3!811 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" P.T.Southern Pine(SG=0.55) 9116" 13/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE IN A BLOCK(SEE EXAMPLES #, SMS Steel,A36' 318" 0.050' BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 6-10. (steel, Steel Stud,A653 Gr.33• 3/8° 0.0451"(18 Ga.) Or 4100 SS..S.)S.S. LONG LONG LONG SHORT 6 Aluminum,6063-T5• 3/8" 0.063° SIDE SIDE SIDE -•{ SIDE � 1/4'steel Ultracon P.T.Southern Pine(SG=0.55) 1" 13/8" T --- --- r- - PRODUCTRGVISFD 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-3/8" �w ¢w �w ns complying with tb4 FloYkte pp I I pp v OD 4 Building Codc 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" =a, _�, xm AccepLwceNa 1 ' (of4. 1/4°steel Uftracon Concrete(min.2.85 ksi) 1" 1-3/4" �' �' N w FYPim °Date C Ungrouted CMU,(ASTM.0-90) 2-1/2" 1-1/4" / By LONG LONG LONG LONG LONG 0 Mian .'Pro. 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" SIDE --i I-- SIDE --I F- SIDE yl F- SIDE �I I F SIDE yl zz Y 1/4"steel Ultracon Concrete(min.285 ksi) 2-112' 1-3/4" T r--- T - - T -I 7 r- - T Concrete(min.3.35 ksi) 2-1/2" 13/4" r FT I FT I F NO CHANGES THIS SHEET. 114"steel Creteflex o w o w ¢w o w �w D Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" =m� /,i =�°-� o°°- =IQU 0°°- 1/4'steel Aggro Gator �ncrete min.3.275 ksI 1-1/2" 13/8° A %� ° 11 1 w! Grouted CMU,(ASTM C 90) 2" 2" 1 1 2 1 L- L J TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Edge Min. Group Anther Substrate Min. \\�y1111rrrr�r�r Distance Embedment' pNNN E 2-112"x.131•Common Nail P.T.Southern Pine(SG=.55) 3/8' 2-7/18• 1070 TECHNOLOGY DRIVE � •............ tCENS 2-112"P ingshenk Roofing Nail P.T.Southern Pine(SG-.55) 318° 2-7/16" Material MM.Fr M n.F" N.VENICE,FL 34275 P.T.Southern Pine(SG=.55) 1!2' 1.318" Steel Screw sz ksi 120 ksi (941)-480-1600 No.58705 #10 Trusshead SMS Aluminum,6083-T5" 318' 0.050' 16 8 Screw 60 ksi 95 ksi - (steel,18-8 S.S. 410 Screw 90 ksi 110 ksi ® COPYRIGHT 62017 PGT INDUSTRIES,INC. - b Steel Stud,Gr.33' 3/8° 0.0451'(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED Or 41 D S.S.) Elco Aggro-Getor� 57 ksi 96 ksi ) F Steel,A36' 318' 0.050" %O A OF •MIN.OF 3 ElcoultraCotl® 155 ksi 177 ksi VINYL FIXED WINDOW NOA{LMBSM) 0 9/9/14 ��•'•,F(ORIOP.•' ��� P.T.Southern Pine(SG=.55) 9116' 1-No" THREADS 410 SS Elco CrdeFlele 127.4 ksi 189.7 ksi (steel,18-8 S.S. Steel Stud8G8r 83'• 3/8° 0.0 0" THE0.0n. BEOND 8083A3BSedoum 16 ks! 22 ksi38ks1 58 ksi o GLASS/ANCHORS/FRAME OPTIONS om J ROSOWSKI �/ �NAL1�?`�� or 410 S.S.) METAL Gr.33 Steel Stud 33 ksi 45 ksi `" = v u . Steel,A36' 318' 0.050" SUBSTRATE. PW-5520 NTS N 2 OF 11 ;z° MD-5520.0 1�1B A.LYNN MILLER,P.E. o P.E.#68705 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 EDGE DISTANCE FRAME INTO 2X WOOD SHI MAX. 1/4" ' SHIM SHIM FRAME OR BUCKSTRIP. � 2 4 SEE NOTE 2,THIS SHEET. EDGE .v'. ^ EDGE EMBEDMENT DISTANCE 5, DISTANCE FLANGE FRAME SHOWN ❑ � MAX. . TYP.ANCHOR TYPE, �� 1'THICK I.G. �� 9 TYP.ANCHORTYPE. SHIM 2 SHIM EMBEDMENT AND EDGE EMBEDMENT AND DISTANCE PER r EDGE DISTANCE PER TYP.ANCHOR TYPE, SUBSTRATE, a SUBSTRATE,SEE EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2. 6 EDGE DISTANCE PER SUBSTRATE,SEE IIID—�(JI Q a Q 5 TABLE 2,SHEET 2. OOL�J 7/B"THICK I.G. ❑ FLANGE EXTERIOR VISIBLE LIGHT WIDTH 7 FRAME n EQUAL- NOTES: SHOWN V LEGIBOX 718"THICK I.G. BUCK WIDTH FRAME 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN 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 1/4'MAX HEIGHT LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM iN0 OR#12 STEEL 1/4"MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR SMS(G5),SEE GREATER.1X AND ZX BUCKS(WHEN USED)SHALL BE TABLE 2,SHEET 2. DESIGNED TO PROPERLY TRANSFER LOADS TO THE PRODUCT REVISED >ty ce iug Cod with[ha:1:6'ONait`ry STRUCTURE.WOOD BUCK DESIGN AND Bwfding Code INSTALLATION IS THE RESPONSIBILITY OF THE Ao pwu No/7"o ! ,Qli ENGINEER OR ARCHITECT OF RECORD. Kerion Date7fjy� 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED ]F-7Q BY TO AS DAYLIGHT OPENING)IS MEASURED FROM DA'=i ad.Product 1"THICK I.G, BEADING TO BEADING. FLANGE EQUAL FRAME LEG/BOX NO CHANGES THIS SHEEP. SHOWN FRAME1E TYP74 L— .ANCHORTYPE, SHOWN o EXTERIOR EMBEDMENT AND O❑ EXTERIOR ❑ EDGE DISTANCE PER I-1 a 4 O III J SUBSTRATE,SEE INSTALLATION V INSTALLATION EQUAL- TABLE 2,SHEET 2. OPTION 4 OPTION 4 LEG/BOX ANCHORED THROUGH FRAME INTO METAL ANCHORED THROUGH FRAME INTO METAL 111111 I I1 I I// FRAME �1/4'MAX.SHIM �� SHOWN 0 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 (941)-480-1600 ;*: NO-58705 EMBEDMENT ® VISIBLE LIGHT FORMULAS COPYRIGHT RIGH SRESEPGT RESERVED INC. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED qLATION WIDTH:BUCK WIDTH-4-3/16' 0 s pINSTAL := VINYL FIXED WINDOW NOA LM&SM 9/9/14 OPTION 2 HEIGHT:BUCK HEIGHT-43/16' ( ) ` ANCHOREDTHROUGH EDGE DISTANCE u or '� " �R�D`"NC'J`?`` FRAME DIRECTLY INTO VERTICAL SECTION B-B o FLANGE&EQUAL-LEG/BOX FRAMES om JROSOWSKI ////ONALIEII``�` CONCRETE/CMU. » = d PW-5520 NTS 3 OF 11 oz° MD-5520.0 a B A.LYNN MILLER,P.E. N P.E.#68705 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 INSTALLATION OPTION 5 1/4'MAX.SHIM Ira'MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN EMBEDMENT FRAME INTO 2X WOOD INTO 2X WOOD FRAME OR BUCKSTRIP. If EDGE DISTANCE ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD 1. EMBEDMENT F OTE 2,THIS SHEEE.SEE SEE NOTE 2,THIS SHEET. - FRAME OR BUCKSTRIP.SEE I I NOTE 2,HIS SHEET. EDGE 1 3 HEDGETANCE DISTANCE J-CHANNEL �J FRAME 0 SHOWN &TIA EMBEDMENT 1/4'MAX.BHIM TYP.ANCHOR TYPE, 1'THICKI.G.EMBEDMENTAND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENTANDEDGE SUBSTRATE,SEETYP.ANCHORTYPE, DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL EMBEDMENT AND EDGE SEE TABLE 3,SHEET 2. (SCREWSHOWN) cFIN DISTANCE PER SUBSTRATE, (NAIL SHOWN) �p 718"THICKI.G. ❑ SHOWN SEE TABLE 3,SHEET 2. J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN) FRAME v 7/8"THICKI.G. NOTES: SHOWN v 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 HE WINDOW, MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS BUCK `VISIBLE THAN 1-1/2"HICK ARE TO BE CONSIDERED 1X HEIGHT LIGHTINSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. 1/4"MAX.SHIM #10 OR#12 STEEL _ 1/4MAX' WOOD BUCKS DEPICTED AS 2XARE 1.1/2"HICK SMS(GS),SEE r SHIM OR GREATER.1X AND 2X BUCKS(WHEN USED) TABLES 2&3, SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET2. PRODUCT REVISED LOADS TO THE STRUCTURE.WOOD BUCK DESIGN m complying with dte F1t>:t8a AND INSTALLATION IS HE RESPONSIBILITY OF Building Code HE ENGINEER OR ARCHITECT OF RECORD. Q Acceptance N01 Oa ti INT R'riran Oft 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT OPENING)IS �� 11> 'DgdOPToduct 1"HICK I.G. MEASURED FROM BEADING TO BEADING. FIN AND/OR FLANGE MAY NO CHANGES THIS SHEET. REMOVED IN-FIELD O It EGRALFIN EXTERIOR � o EXTERIOR TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN L o �'I 0 3 AND EDGE DISTANCE PER V <�:] �E= SUBSTRATE,SEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8 INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH HE FRAME, FININTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. FRAME �SH�� SHOWN .�`ol Y Ly c o 1070 TECHNOLOGY DRIVE ��aN�aENsN�j! N.VENICE,FL 34275 F -� INSTALLATION OPTION 5 EDGE (941)-480-1600 _*: No.58705 DISTANCE ANCHORED THROUGH ® l.0 INTEGRAL FIN INTO 2X COPYRIGHT 02017 PGT INDUSTRIES.INC. _ CERT.OF AUTH.#29296 ALL RIGHTS RESERVED =7D 6 R t �; WOOD FRAME OR VISIBLE LIGHT FORMULAS �O�•., sr�TE F ••tV�` BUCKSTRIP.SEE NOTE 2, WIDTH:BUCK WIDTH-4-3/16' VINYL FIXED WINDOW NOA(LM&SM) 6 9/9/14 •'•:�[ORIDP,.•'•\�� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-43116' VERTICAL SECTION D-D o J-CHANNEL&INTEGRAL FIN FRAMES om' J ROSOWSKI �iS,��NALIEN�`� PW-5520 NTS 4 OF 11 o z MD-5520.0 a B A.LYNN MILLER,P.E. a P.E#58705 7I8'NO � --�{ 7/8"NOM. � -�{ 7/8"N M. � -+-{ 718"N M. 5/16"A/A PVB 5/16"AIA PVB I 5/16"A/A PVB I 5/16"AIA PVB 7/16"AIR SPACE 7/16"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 m Complying with taw Fbw.*\y Ouiadan9 Code a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Acceptance No Expiration Dari By 80 83 80 83 80 83 60 83 14 am Dade Product GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. is e 1"NOM. l"NOM. -►{ 1"N M. 1'N M. I I I Y m W zi (n •nae 7/16"AIA PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG u O ❑ �o rn o 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE }ru-1 o alae O N 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 3/16"A GLASS---\ A � N J C, a xg ❑ a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR z, r,s u.ua,p WV ©� BO 83 80 83 80-83 80 83 W Z `r �� � SMO oW ad r-> v .- GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 o z s S a U_ z `$ O aa45 ® m ❑ N Z J ryj �+- 1'NOM. 1"NOM. 1"N M. 3r. Q H I Ix F Z Ry > ❑ W elaas Miami Dada Product Cerro! ¢ W ❑ 7/16"AIA SG 7116"H/H SG 7/16"HM SGEXTERIOR ° LL z E 3/8"AIRSPACE 7/16"AIRSPACE 3/8"AIR SPACE a w 5- n 1/2"NOM.GLASS U Z 3/16"T GLASS 1/8"T GLASS 3/16"T GLASS 80 83 BITE TYP. > C0 11 a EXTERIOR \ a EXTERIOR a EXTERIOR altl •osa0 saua,5 i 6 7 74 Illllll'r i 80 83 80 83 80.83 —• :�` N CENSN�V ice% �(n GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 78 *;' No.58705 "A'=ANNEALED °• o �� ST /� ;•�/�� "H"=HEAT STRENGTHENED GLASS TYPES 14 THROUGH ' ,��'•...e �; "r=TEMPERED 17 MAY NOT BE USED WITH S •.,_RID \C�� "PVB"=.090"TROSIFOL® J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL �'�.;r�ONAL PVB BY KURARAY AMERICA,INC. FIN FRAMES 11 I 1 I 11111 "SG'=.090"SENTRYGLAS® INTERLAYER BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. P.E.#68705 TABLE 4: Window Design Pressure,(+A psf) Usem67able for Glass 7 1/8"A Cap-Airspace-5116"AIA with PVB Type., Window Long Side(In) TABLE DIMENSIONS MAY BE Dimensions 51.05 54 56 58 62 64 68 72 76 8084 87 ORIENTED VERTICALLY OR 18 +/-50 +/-50 +/-50 +1-50 +/-50 +/-50 +/-50 +/-50 +!•50 +/-50 +1-50 +/•50 HORIZONTALLY AS SHOWN. 20 +1-50 +/-50 +/50 +1-50 +1.50 +150 +/-50 +/50 +/-50 +/-50 +/50 +/-50 LONG PRODUCT REVISED SIDE as complyingwidtdmFlOnift 22 +150 +150 +/-50 +/-50 +150 +/-50 +/-60 +/50 +/•50 +/-50 +/-50 +/-5D �- LONG SIDE �i swidingCode 24 +1.50 +/50 +1.50 +150 +/-50 +/•50 +150 +/50 +/50 +/-60 +/-50 +/-50F:spiratkm Dde A��P�No 26 +/-50 +1-50 +/.50 +1-50 +1.50 +/50 +I-50 +/-50 +150 +/-50 +150 +/-50 SHORT 28 +150 +/-50 +/•SO +/50 +/50 +150 +/•50 +/-50 +/-50 +/50 +/-50 +/-50 SIDE By. cc30 +/50 +150 +150 +/50 +f-50 +/-50 +/50 +/-50 +/50 +/50 +/-50 SHORT IF _ Miaini Dndo Praduc2CahG$ SIDE m 32 +1-50 +/-50 +ASp +/50 +/50 +/50 +/50 +1.50 +/-50 +/50 NO CHANGES THIS SHEET. 34 +/-50 +/50 +/-50 +/50 +/50 +/-50 +1-50 +/50 +/50 0 36 +/50 +/-50 +/50 +/50 +/-50 +/50 +/50 +/50 �— LONG SIDE N 38 +/-60 +/-50 +/50 +/-50 +/-50 +/50 +/-60 T— z 40 +1-50 +/-5D +1.50 +/50 +/-50 +/50 42 +/50 +150 +/-50 +/50 +/50 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SHORT LONG THROUGH THE FRAME PER SHEETS THROUGH THEINTEGRAL FIN PERSHEET4 SIDE SIDE 44 +/-50 +150 +/-50 +/-50 i W z Y o] APPLIESTOA,B,CORDANCHORS APPLIES TO EORFANCHORS J— ?1 46 +/-50 +/50 +150 7 ui (SEE TABLE 2) (SEE TABLE 3) Of w 0 48 +150 +1.50 u° 4" ❑ '�o rn O 51.05 �+/-60 >-Io. ala o� o O fJ) o D tN SHORT J ;7 up SIDE IT to 0 J O o.u, itg Cl Z U- n= u-0 TABLES: C)U o O i2 Window Design Pressure, Use F-LU co �a .6 e9MG for Glass o 118"T Cap-Airspace-5116"A/A with PVB Type: $ o Z m O � Q r e- Window Long Side( Vn) O � O Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z Q co 32 +/50 +/-5D +150 +/-50 +/-60 +/-50 +/50 +/-50 +1-50 +150 +/-50 +/-80 +/-50O F-' rn W laa4S 34 +/50 +/-50 +/50 +150 +/50 +/-50 +150 +/50 +150 +150 +150 +/-07.3 +/46.70 ® x Z 36 +/50 +1.50 +1-50 +/-50 +/50 +1-50 +/50 +/50 +/-60 +/-50 +/-07.5 +/-05.4 +/44,6 = Z 38 +/50 +/-50 +1-50 +150 +150 +/-50 +/50 +150 +/-50 +/-49.1 +/46.1 +/-03,9 C3 Lua aS EL 40 +/50 +/-50 +1.50 +/-50 +15 X 0 +1-50 +/-50 +/50 +/-50 +/-48.2 +/-45.1 0 0 42 +/50 +/-50 +/•50 +/50 +/50 +1-50 +/50 +/50 +/49.8 +/-07.4 F Li Z cV m 44 +150 +/•50 +/-50 +150 +/50 +1-50 +/50 +/50 +/48.9 I Z W a 'y 46 +/50 +/-50 +/-50 +/•50 +150 +1.50 +150 +/-49.9 ❑ 48 +/50 +/-50 +/60 +/50 +/50 +/-50 +/50 3171 ',saa.saua5 h 50 +/50 +/-50 +/-50 +/50 +/50 +/-50 52 +/50 +/-SO +150 +/-50 +150 MAX.O.C.SPACING IF ANCHORING MAX.O,C.SPACING IFANCHORING �•``�X11%liYNN7j'l THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ♦ O 54 +/50 +/-60 +/-60 +/-50 NOTES: ;` '•'••-' k? 66 +150 +/-60 +1.50 APPDESTOA,B,CORDANCHORS APPLIES TO EOR FANC14ORS 1)BUCK DIMENSIONS SHOWN. `1�,•'• LLGENSF'•• � (SEE TABLE 21 (SEETABLE3) Q,• '•,� 58 +/50 +l-502)FOR SIZES NOT SHOWN,ROUND UP TO THE *.: No.58705 IS" 3.5-FOREANCHORS,4-FORFANCHORS 60.926 +150 NEXT AVAILABLE SHORT OR LONG DIMENSION. '17 , 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '• r-,cr FIND THESMALLEST SQUARE WINDOW SIZE IN O • �.'(�Qj THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ,F(ORIDP.•'•• WINDOW WILL COMPLETELY FIT WITHIN. 'i7Ss'� "••••• ��G'\�` ��, NAL L L L��`` A.LYNN MILLER P.E. P.E.#58705 TABLE& Window Design Pressure,(+/_pso Uset 3/16"A Ca -Airspace-5/16"A/A with PVB 1.11=11 9&10 3/16"T Ca -Airspace-5/16"A/A with PVB Types' TABLE DIMENSIONS MAY BE - Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 60,926 64 66 68 70 74 77 80 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +150 +/-50 +/-50 +/-50 +/-50 +/SO +/SO +/-50 +!•50 +/S0 +/-50 +/-5D +/-50 LONG PRODUCT REVISED 34 +150 +1-50 +/-50 +/50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +1-50 +/•50 SIDE as complying ,;thd„Fbdik -- LONG SIDE Building Code 36 460 +1-50 +/.50 +/50 +/-50 +/-50 +/50 +1.50 +/-50 +/-50 +/-50 +/-50 460 A-q)—ocNo 38 +150 +/-50 +/-60 +1-60 +/-50 +/-50 +/50 +1.50 +1.50 +/-50 +1-50 +1-50 —1L Expiration Dm' 40 +/5 +1- 0 50 +/50 +/-50 +/-50 +/-50 +/50 +/-50 +/-50 +/-50 +/-60 SHORT By, SIDE M. .FJedoPiud'uei 42 +150 +/50 +1.50 +/-50 +!-50 +/-50 +150 +/-50 +/-50 +1-550 SHORT 44 +/5D +150 +/-50 +1-50 +!-5D +/-50 +1.50 +I-50 +150 SIDE $ NO CHANGES THIS SHEET, L3 46 +/50 +/-50 +/-50 +1-50 +/-50 +/-50 +1.50 +/•50 48 +150 +/-50 +/-50 +/-50 +/-SO +/-50 +150 ° LONG SIDE 50 +150 +/-50 +l-50 +1-50 +/-SO +/-50 62 +150 +/-50 +/-50 +/SO +/-50 MAIf.O,C.SPACINGIF ANCHORING MAX.O.C.SPACING IF ANCHORING THROUGH THEFRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PERSHEET4 SHORT �j A56 +150 +/50 +/•50 +/-50 SIDE y/ LONG APPUESTOA,B,CORDANCHORS APPUESTO EORF ANCHORS SIDE Y m +150 +/50 +/-50 (SEE TABLE 2) (SEETABlE3) i W z Baa +/50 +/50 15" 3.5°FOR E ANCHORS,N'FOR F ANCHORS J— w OS+150 Q rn O o } aLaOn I NtjSHORT O �m 9 TABLE 7: SIDE 0 J O aw 78 ❑ Z U. n i uMwO Window Design Pressure,(+/_per Use ddstable =ui .a for Glass11 W U 6 e� � 00 1/8"TCap-Airspace-7116"A/A with PVB Type: I -2r- < 'a sRo Window Long Side Qn) n> ¢ a Dimensions 60.926 64 66 68 70 74 77 j 80 64 87 92 97 99 �Z rn 0 d m � 32 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +I 70 +/-70 +1-70 +/-70 +/-70 +/-70 p -j 0 34 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +170 +/-70 Z Q 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-700 11J 0' ~ N 1aa45 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +1-70 N Z 40 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 = U) Z 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 j ❑ W alaa5 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 X 0- p ® o j r0n 46 +/-70 +l-70 +I.70 +r-7o *1-70 +1a0 +/-70 +/-70o 48 +170 +I-7D +170 +170 +/70 +/-70 +/70 O 50 +1-70 +/-7D +/-70 +/-70 +/70 +/-70 0 } z z Z W d N . p 52 +/-70 +/-70 +1-70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C,SPACING IFANCHORING anll nsa0 sauaS 54 +/-70 +/-70 +/-70 +/-70 THROUGHTHE FRAMEPER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 `\``I 56 +/- NOTES: 70 +/-70 +/-70 APPUESTO8,CORDANCHORS APPLIES TOFANCHORS \\�� CNY�yNN (SEETABLE2) (SEETABLE3) •• •.- /� 56 +/-70 +/-70 \ �.ICENSF••,�� '� ]SS' 4" 1)BUCK DIMENSIONS SHOWN. Q-.• ..��i 60.926 +/70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =*: No.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. :/q •may TJ :"l q 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), ( J : FIND THE SMALLEST SQUARE WINDOW SIZE IN S A F THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL ��(�•'•.F[ORIDP,,•••���� WINDOW WILL COMPLETELY FIT WITHIN. i s A.LYNN MILLER,P.E. P.E.p 58705 TABLE& Window Design Pressure,(+/-psi) Use this ce a 12 3/16"A Cap-Airspace-7/16"A/A with PVB Types: Window TABLE DIMENSIONS MAY BE Dimensions 69.649 71 73 75 78 800 Side(In) 85 86 89 92 96 99 ORIENTED VERTICALLY OR 32 +1-70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +1-70 +1-70 +1-70 LONG PRODUCT REVISED 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 SIDE �_Ptpmswitbtb.&y�2 38 +/-70 +/-70 +/-70 +1.70 +/-70 +/-70 +/-70 +)-70 +/-70 +/-70 +/-70 +/-70 �- LONG SIDE / AmepnaCode ( .pb14^o�j 40 +/-70 +/-70 +/•70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +1-70 +/-70 • EaP'�n°° 42 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-66.7 SHORT B�, SIDE By D^de Product 44 +I-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-69.9 +/-66.4 +/-63.7 ST 46 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-6A9 +/-67.4 +/-63.9 +/-61.7 J- SIDE NO CHANGES THIS SHEET. 0 48 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-65.3 +/-61.9 +I-59.7 a 50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-69.5 +/-6&6 +/-65.9 +/-63.4 +159.9 `o to LONG SIDE 52 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +/-61.6 y T 54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/.b6.2 +/-65.3 +1.62.5 T- 56 56 +170 +/-70 +/-70 +/-70 +/-70 +/-69.2 +/64.7 +/-63.8 SHORT LONG 57 +/-70 +/-70 +/-70 +/-70 +/-69.8 +/58.1 +1.64 SIDE SIDE z Y 07 60 +/-70 +/-70 +/-70 +/-69.7 +/-67 +/-65.3 W W ,�a 62 +/-70 +/-70 +/•69.9 +/-67.9 +/$5.2 MAX,O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING W THROUGH THEFRAME PERSHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4+1. 8.3 +/-6.364 +/-70 +/-70 �zOafoo 66 +/69.9 APPLIESTO B,CORDANCHORS APPUESTO FANCHORS N NQ to -- 66 +1.68.4 +1.67.4 (SEE TABLE 2) (SEE TABLE 3) �I SS DET O m u 0 J o 69.649 +/-67.1 =LL m S� TABLE 9: W c) Window Design Pressure,(+/-ps1) usemslehe o LU �'¢ 08 3116"T Cap-Airspace-7116"A/A with PVB for rye 13 z v U Q W LL LL Window ng Side(In) p _jO Dimensions 69,649 71 73 75 78 80 85 86 99 92 96 99 z 00 32 +1-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 m O W IaayS 34 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ® Z w 36 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 . +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 = 38 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 O LU a1- W K 40 +1.70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 LLo X LL p 42 +l-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 J L0 44 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 Lu Z W 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +15&6 j p a ��-•, 48 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +168.8 +/-66.3 all1oseQ sauag y50 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +166.6 ````LLL m 52 +/70 +/•70 +1-70 +170 +/-70 +/70 +/-70 +/70 +/-70 +/-68.6 ``�. �CNY LYNN ,,/' y 54 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/69.5 NOTES: \ a�:. ��GEMgF';/?e 1)BUCK DIMENSIONS SHOWN. 1 Il • •.•�� 56 +/-70' +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 2)FOR SIZES NOT SHOWN,ROUND UP TO THE =*; NO.58705 57 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 - •'. 6D +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 NEXT AVAILABLE SHORT OR LONG DIMENSION. 62 +/-70 +/•70 +/--70 +/-70 +/-70 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), `A 64 +/-70 +1-70 -70 +/-70 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN SITE F +/ '� APPLIES TO B,C OR D ANCHORS APPLIES TO F ANCHORS THE TABU) COMPLEABOVE TELYICH THE ARCHITECTURAL �(�s'•.!PC ORIDP•.•'G\��� 66 +/-70 +/-70 +/-70 (SEE TABLE 2) (SEETABLE3) WINDOW WILL COMPLETELY FIT WITHIN. 68 +/-70 +/-70 15.5" 3.9" r,l//NALLLLLLL 69.6491 +1-70 A.LYNN MILLER,P,E. P.E.#58705 TABLE 10: Window Design Pressure,(+1-psfl Use this ire for Glass 14 3/16"A Cap-Airspace-7/16"A/A with SG Type: Window Long Side(In) Dimensions 69.649 71 73 75 78 80 85 86 89 92 96 9g TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +80/-110 +80/410 +801-110 +801410 +80/-110 +801410 +801-110 +801-110 +8o/-110 +801-110 +801-110 HORIZONTALLY AS SHOWN. 34 +801-110 +801-110 +801410 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801410 +801-109.4 +80%108.3 +80/-107.6 LONG PRomcir�tISED 36 +80/-110 +801-110 +801-110 +801-110 +801-109.5 +801-108.6 +801-106.8 +80%106.5 +80%105.5 +801-104.7 +80%103.6 +801-102.9 SIDE aacamplyiag wddr 11W >5 �- LONG SIDE Building Code 38 +80/-109.7 +801-108.9 +801-107.8 +BO%106.8 +801-105.5 +801-104.6 +80/-102.7 +80%102.4 +80%101.4 +80%100.5 +80/-99.4 +801-98.7 A-per.N.I1-0614,09 40 +801-106.3 +801-105.5 +801-104.4 +801-103.3 +801-101.9 +801-101 +801-99.1 +80/88.7 +80/-97.7 +80/-96.8 +80/-95.7 +801-95 &,pirafion D"!e 2070 42 +80/-103.3 +80%102.5 +801.101.3 +801-100.2 +80/-98.8 +80/-97.9 +801-95.8 +60/-95.5 +80/-94.5 +801-93.5 +80/-92.4 +80/-90.7 SHORT By SIDE \4iami ade Product Cot�ro4 44 +801-100.7 +80/-99.8 +801-98.6 +801-97.5 +80/-96 +80/-95 +801-929 +80/•926 +80%91.5 +80/80.4 +801.87.1 +801-84.7 _ I SHORT I` 46 +801-98.4 +80/•97.5 +80/-96.2 +80/-95 +80/-93.4 +801-925 +80/-90.3 +80/-89.9 +801-88.1 +801-85.5 +80/-83.1 +80/81.6 SIDE r oNO CHANGES THIS SHEET. 48 +80/86.3 +BD/-95.4 +80/-94.1 +80/-92,9 +801.91.2 +601-90.2 +80188 +80/-87.6 +80%84.6 +80/-62.6 +80/-80.2 +/-78.6 50 +80/-94.6 +80/-93.6 +801-92.2 +801.90.9 +80/•89.2 +80/-88.2 +80/-85.4 +80/-84.5 +80/-82.4 +801-80.2 +1-77.6 co 52 +801-93 +801-92 +80/-90.5 +80/89.2 +BO/-87,4 +801-86.4 +80/-83.3 +80/-82.6 +80/-80.2 +/-78 f~ LONG SIDE to 54 +801-91.7 +80/-90.6 +801-89.1 +80/87.7 +80185,8 +80f-84.7 +80/-81.3 +60!80.4 +/-78.1 56 +801-90.5 +80/89.4 +80/87.8 +801-86.4 +80/-84.4 +80/-83.2 +1-79.3 +1-78.5 SHO FIT LONG 57 +801-90 +80/88.8 +80187.2 +60/-85.B +80/-83.4 +80182 +/-78.4 SI+DE SIDE S2 O] 60 +80187.2 +8W-B6 +80/-84 +801825 +80/-80.1 +/-78.6 LU 62 +80/-84.6 +80/-83.8 +80/-82.1 +80/80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING > W THROUGHTHE FRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 1-w i +80/-829 +80/82 +801-80.1 +/-78.4 Q 64 >-n °+a O 66 +80/-81.1 +80/-80.1 +/-78.3 APPLIESTO B,CORDANCHORS ILI z a N (SEE TABLE 2) NOTAPPUCABLE SHORT O r ••� 68 +/-79.3 +1-78.4 'GLASS TYPES 14 THROUGH SIDE J c+l 13.2" 17 MAY NOT BE USED WITH O J � �H 69.649 +/-77.7 J-CHANNEL OR INTEGRAL ZIj tL 'c') UU TABLE 11: 0 FIN FRAMES. =() U U o o, Window Design Pressure,(+1-psi Use this table U.1 0 .6 DMG for Glass 1$ > d D 3/16!'T Cap-Airspace-7116"A/A with SG Type CD Window Long Side(n) " OQ O Dimensions 77.76 79 81 83 86 87 91 94 96 99 104 107 111 Z no 35 +801-110 +80f-110 +80/410 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801.110 +801-110 +501-110 �i F as 40 +601-110 +801-110 +80/410 +801-110 +801-110 +801-109.9 +801-108.5 +801-107.5 +801-1069 +8W-106.1 +80/404.8 +80/-104.1 +801-103.3 © m O 1 vs 42 +80/-110 +801.109.8 +80/-108.8 +BW407.9 +80/•106.7 +801-106.3 +801-104.8 +801-103.8 +80/-103.2 +801-100.8 +801.97.7 +801-98.4 +801.94.8 zco U 44 +SW-107.3 +801-106.7 +801-105.7 +BD1404.7 +80/-103.4 +801-103 +801-101.4 +801.98.6 +801-96.7 +801841 +801-91.4 +801-90.3 +80189.2 uJ Z along 48 +80!-102 +801-101.3 +801-100.3 +80/•99.2 +80187.3 +801-98.2 +801-925 +801.90.4 +80189.2 +801-87.3 +80184.4 +80182.7 +80180.5 o X EL c 5o +80/-99.8 +80!•99.1 +801-98 +801-96.9 +80183.9 +801-93.1 +60189.9 +801.87.7 +80186.2 +80/84.3 +80/•81.1 +1-79.3 +/-77 LL z N 51 +801-98.8 +80/-98 +801-96.9 +801-95.8 +80/828 +80/-92 +801-88.7 +801864 +80185 +801828 +/-79.6 +1-77.7 +/-75.3 Lu >- 64I,, +801.95.3 +801.94 +801.921 +80/89.4 +80188.5 +80185.1 +8W827 +80181.1 +/-78.9 +/-75.3 +/-73.2 +/-70.6 j o a- 56 +80184 +80/83.2 +801-91.6 +8-90.1 +80/87.2 +80186.3 +80/828 +801-80.2 +/-78.6 +/-76.3 +/-725 +/-70.5 a111 a�aa:nuns v 68 +801.91.4 +80/80.6 +80189 +801.87.6 +80/85.1 +80184.2 +80180.6 +/-78 +/-76.3 +/-73.8 +1.70.2 _.. 61 +801-87.8 63 +80185.5 +BDO184.8 +801828 +BD/81.16 +80/-81.2 �8 82 +80180.5 +/-4.8 +1.723 +/-70.6 +/-70.4 NOTES: to1)BUCK DIMENSIONS SHOWN, ` �� LIGENSF (� 64 +80/84.4 +80/83.5 +80181.7 +/80 +/-77.5 +/-76.8 +/•73.5 +1-71.2 66 +80/822 +80181.2 +/-79.4 +/-77.6 +/-75 +/-74.2 +/-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE z No.58705 68 +/8D +/-79.1 +1-77.2 +1-75.4 +/-727 +/-71.9 - NEXT AVAILABLE SHORT OR LONG DIMENSION. /^ MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING 70 +/-78 +/-77.1 +/-75 +/-73,2 +f-70.5 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), �•• THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER Si FIND THE SMALLEST SQUARE WINDOW SIZE IN F .' 16Z -76 -5 -73 +1-71.1 g72 +/ / APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL s .!PC ORIDP,.•' 74 +/-74.1 +/-73 +1-71 WINDOW WILL COMPLETELY FIT WITHIN. 'i is, • ... . 76 +/-72.2.1 +f-71.1 (SEE TABLE 2) NOTAPPUCABLE 13.2" /1111111111\\\` 77.76 +/-70.5 A LYNN MILLER,P.E. P.E.#58705 TABLE 12: Window Design Pressure, +/-pSt) Use this orGlatable TABLE ORIENTED VE DIMENSIONS MAY R forGlass 16 ORIENTED VERTICALLY OR 118"TCap-Airspace-7/16"FVHwith SG Type: HORIZONTALLYASSHOWN. Window Long Side On) LONG Dimensions fi0.926 64 66 68 70 74 77 80 84 87 92 97 99 SIDE �- LONG SIDE j 32 +80/-110 +80/-110 +801.110 +80/-110 +80/-110 +801-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +801-110 +80/-110T / PRODUCr REVISED 34 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +80/•110 +801-110 +80%110 +801-110 +801-110 } zcompilinBwUhthe Flo" 36 +801-110 +80%110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 SHORT 3cceir! Calc SIDE � �\cttptancePEo •O pq� 38 +801-110 +80/-110 +801-110 +801-110 +80/-110 +801.110 +80/-110 +801-110 +80%110 +80/-110 +80%110 +801.110 SHORT E`POation '2 40 +801-110 +80/-110 +801-110 +801-110 +801-110 +8D/-110 +801-110 +B0/-110 +80%110 +80/-110 +801-110 SIDE BY c 42 +801-110 +80%110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80%110 +80%110 etiiiam :ode Product' 0 44 +BD/-110 +801-110 +80/-110 +80/-110 +801-110 1 +801-110 +80/-110 +80r-110 +801-110 m a Imo— LONG SIDE —� NO CHANGES THIS SHEET. U5 46 +80%110 +801-110 +80/•110 +80/-110 +801-110 +801-110 +801-110 +801-110 0 48 +801.110 +80l-110 +801-110 +801-110 +80/-110 480/-110 +80/-110 � c N 50 +80/-110 +801•110 +80/-110 +80/-110 +80/-110 +801-110 SHORT 6/ LONG 52 +80/•110 +80/-110 +80%110 +80/•110 480/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING SIDE ff' /�' SIDE 54 +80/•110 +801-110 +80/-110 +801-110 THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PERSHEET4 56 +801•110 +8D/-110 +801-110 APPLIES TO B,C OR D ANCHORS (SEE TABLE 2) NOTAPPLICABIE 9 Y m Be +80/-110 +801-110 z as 11.8" GLASS TYPES 14 THROUGH w � 60.926 +801-110 117 MAY NOT BE USED WITH _ I SHORT I` W J•CHANNEL OR INTEGRAL —^l SIDE T� ❑ •FIN FRAMES. }n 'o a/o0 O N TABLE 13: Use this table O Of to J m c~7 Window Design Pressure,(+1-psi) for Gass 17 ZLL 0 o-W xe 3/16"TCap-Airspace-7116"H/H with SG Type =LL� s t, _ Window Long Side(in) U U O O a -M Dimensions 77,76 79 81 83 B6 87 91 94 96 99 104 107 111 118 120 125 136 144 F-W 'T �< 9410 36 +80/-110 +801-110 +801-110 +801.110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +BO/-110 +80/-110 +801-110 +801-110CD a Lu 40 +801-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +BO/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +BO%110 +801-110 +801-110 Z $ Q W tL 42 +80/-110 +80/-110 +80/-110 +80/-11D +80/-110 +801-110 +801-110 +801-110 +801-11D +BO/-110 +801-110 +80/•110 +80/-110 +801-110 +80/-110 +80%110 +80/-110 +801-110 O -j O z En o 44 +80/-110 4801.110 +801-110 +801-110 +801-110 +80/-110 +B0/-110 +801-110 +801-110 +80/410 +801-110 +80%110 +801-110 +801-110 +80/-110 +80%110 +80/-110 : FQ- 48 +80/-110 +801-110 +801-110 +801-110 +801-110 +601-110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 +80%110 +801-110 +801-110 +80/-110 +80/•110 rn 00 W 11-1-45 50 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80%110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +80/-110 ® Z_ 51 +80/-110 +801-110 +801-110 +801.110 +80/-110 +B0/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +80%110 co Z 64 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/410 +801-110 +80/-110 +801-110 +80%110 +80%110 Q W Of 71-5--s c 56 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/410 +801-110 +801-110 +80/-110 +801-11 D p LL LL a L< Z N 5B +80/-110 +80%110 +80/-110 +e0/-11D +80/-110 +801-110 +80/-110 +801-110 +801-110 +80/-110 +e0/-110 � N W } 10 61 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 v z w a m 63 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +801-110 +80/-110 +80/-110 +801-110 > ❑ E77 +801-110 +801-110 +801.110 +801-110 +801-110 +801-110 +80%110 +80/-110 a11U -asap saua5 +801-110 +801-110 +801410 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801.110 �� '3NY LYly/y +80/-110 +BO1-110 +80/-110 +BN-110 +80/-110 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACINGIF ANCHORING `� ,. +801-110 +80/-110 +80/-110 +80/-110 THROUGHTHEFRAMEPERSHEETS3&4 THROUGH THE INTEGRAL FIN PERSHEET4 P�1, L\CENSF'•,�� APPLIES TO B,C OR D ANCHORS •��/% +801.110 +80%110 +801-110 * No.56705 +80/-110 +801-110 (SEE TABLE 2) NOTAPPLICABLE T(•= +80/-110 ��T•.. STA E NOTES: �S10/l/At-e 1)BUCK DIMENSIONS SHOWN. /,/I lllll1\\\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. A.LYNN MILLER,P.E. 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. _ P.E.#58705 1 —r{ 1 1.376° �+ 3.500' 3.500' 3.500' 3.500' � .062' —��-+— .062' ��-- .062" +��+-- .062' 355' i 5 .060" OANCHOR COVER 1.483' I+ 1.483' LE -'� 1.483' 1.483" 864° 301° ME .625' .625' T 1.375' O J-CHANNEL FRAME � O FLANGE FRAME 1.375" O INTEGRAL FIN FRAME O EQUAL LEG/BOX FRAME j7'1 T i i ALUMINUM SILICONE HOT-MELT BUM POLYISO- DESICCANT FILL AREA .8604' 175- STRUCTURAL REINFORCEMENT BUTYLENE SILICONE SEAL W16"NOM. STRUCTURAL 3/16"NOM. 5/16"NOM. POLYISOBUTYLEN 1/4"NOM. FOAM BUM& SILICONE SEAL L LA PIA-1101 I F F WITH DESICCANT WITH DESICCANT ROLL-FORMED DESICCANT FOAM STAINLESS STEEL O7 1°BEAD INT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS EXT.GLASS INT.GLASS INT.GLASS INT.GLASS MITERED CORNERSWITH KODISPACE SUPER DURASEALID XL EDGETM EXTERIOR Bo 4SG TPS 61 SPACER®NXT1A1 62 SPACER SPACER WELDS TABLE 14: # Part# Description Material HODUCr REVISED 1 620117 J-channel Frame PVC as iliusc=plioB with the Fterda A..,,g Code I 0(W.I 2 620118 Flange Frame PVC ALONNt pOE l O 7 3 620119 Integral Fin Frame PVC Exp�tivn Da1eC��fl2a 4 620120 Equal Leg/box Frame PVC BI ";y, Dcao osa�sC f 5 620133 Anchor Cofer PVC V 5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1"Glazing Bead PVC ASSEMBLY DETAILS 7 74 Backbedding,GE 7700 or Dow 791 Silicone _ 78 71646N I Setting Block(7/8"x 1"x 1/8"),85+!-5 duro. EPDM a i 1 EXTERIOR 11 '���/ LY r f v 1070 TECHNOLOGY DRIVE N.VENICE,FL 34275 Q r' NOTES: (941)-480-1600 ;*: No.58705 Part# Description Material 1)SOME PARTS NOT SHOWN FOR CLARITY. P 2)J-CHANNEL FRAME SHOWN,PART 91.OTHER COPYRIGHT02017 PGTINDUSTRIES•INC. 80 Kommeriin 4SG TPS S aCef S stem FRAME TYPES APPLY. CERT.OF AUTH.#29296 ALL RIGHTS RESERVED 9 p y 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE ST TE See this NOT PART OF THIS APPROVAL. 81 Quanex Super Spacer nM with Hot Melt Butyl VINYL FIXED WINDOW NOA(LM&SM) 9/9/14 i(�` <ORIDP,.•' �Z; Sheet for 4)ENERGI PVC TO BE LABELED FOR AAMA c ��s ''•••••• ' G�� 82 Quanex Duraseai Spacer Materials EXTRUDER CODE. o BOM&ASSEMBLY o m J ROSOWSKI , INfillAL IEN 83 Cardinal xi.Edge Spacer REFERENCE TEST REPORTS:FTL-8717,8968&8970 PW-5520 � NTS .n 11 OF 11 3° A.LYNN MILLER,P.E. h �� MD-5520.0 � B p.E.#58705