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HomeMy WebLinkAboutNotice of Acceptance i M IAM 1•DADE , pPpartment �S permittincJ, CocntY MIAMI COUNTY MOD= St,Lu�•� . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street;Room 208 BOARD AND CODE ADMINISTRATION DIVISION' T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mikrhidadegov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275,. SCOPE: This NOA is being issued.under the applicable; rules:and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AH-T This'NOA shall not be valid after the expiration date stated below.The Muni`bade 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 in4he'accepted manner, the manufacturer will incur the expense of such_testing and the AHJ may immediately revoke;:modify,or suspendthe use of such,ptoducf 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.T. . APPROVAL DOCUMENT: Drawing No. MD-5520.0 titled "Vinyl Fixed"Window NOA- (LM&SM)", sheets •1-through 11 of.1 l; dated 09/09/14,.witli 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 manu'facturer'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_afEer 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 atthe 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 hnAM�nanF :0UNTYIN Expiration Date: April 30,2020 Approval Date: October 26,2017 011-7/17 Page 1 I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 I 1 of 11, dated 09/09/14 with revision B dated 06/06/17 g ,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. aloe with marked-up drawings and installation diagram of a PVC sliding g. P g. gr g 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 XI, EdgeTM,spacer system.at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test. Reports. No. FTL=8717, FTL-8968 .and FTL-8970; dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and-sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No.`16-0629.12) 2. Test reports on: 1)Air Infiltration.Test,per.FBC;,.TAS 202-94' 2 Uniform Static Air Press- T - } Pressure est,Loading per FBC TAS 202 94 gp > 3) Water Resistance Test,per FBC, TAS 202-94 4):Large Missile Impact Test pet FBC;TAS 201-94 5} Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,`per FBC 2411.3.2:1,land 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 L; 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 ez, .E. Product Controlxa iner NOA No. 1 - 614.09 Expiration Date;;-A:pril 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, CIear 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. 16-071103 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 FBC 6th Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no fmancial 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 016;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. Manuela z,P.E. Product Contramiuer 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 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 413,SHEETS 6-10 , 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 4-9 , 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. (SHORT OR LONG SIDE) FOR INSULATED,GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD MAX.O.C.SEE 1.25°MAX. B.SEE - TABLES 4-13 6'MAX. D.SEE�- _ - .—►I MAX.O.C.SEE TABLES 49 • LITE(CAP)MUST TEMPERED. SHEET3 SHEET4 I � � PROM-REVISED ns I ing Cod wi[h the Ffrsr6",a 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY � Building Codo APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I I Acaeptmae fb 4.• SOUTHERN PINE,ASTM COO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE T VISIBLE Ezpimtion Dae 1)-J ANCHOR TYPE. LIGHT WIDTH I MAX BUCK LIGHT WIDTH ' __ _ ___ _ HEIGHT,SEE _ BY 4)ALL WOOD BUCKS LESS THAN I-1/2e THICK ARE TO BE CONSIDERED IX INSTALLATIONS. - ----- --- 7 TABLES 413. -- ----------" — "�I - Mil- Mad. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD I— I (LONG OR I—• I BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) It / SHORT SIDE) T JR-06/06/17-UPDATED SHALL BE DESIGNED TO PROPERLY TRANSFER LOADSTO THE STRUCTURE.WOOD BUCK I VISIBLE I VISIBLE ANCHORAGE TO FBC 2017. DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR A LIGHT A,SEE C LIGHT C.SEE `o ARCHITECT OF RECORD,(AOR). I / HEIGHT SHEET 3 I HEIGHT SHEET 4 :s ' 6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR - MAX.BUCK m STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION I I ANCHORS SHOULD BE SEALED.OVERALL SEALINGIFLASHING STRATEGY FOR WATER I { I HEIGHT,SEE RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX.O.C. _ -L _ TABLES 49 SCOPE OF THESE INSTRUCTIONS. SEE TABLES ._ (LONG OR LU z Y m 419 I. - MAX.O.C. I - SHORT SIDE) ,- fAnaa 6)MAX.114"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCTSEE IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED 'TABLES p ' p LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 4-9 '• . • }�. oloa O C IMPOSED ON THEM BY THE WINDOW. g f- 8'MAX. —� �•�— D!—' 1.25"MAX. —��+-- O� g u? 7)DESIGN PRESSURES: TYP.EQUAL-LEGBOX& TYP.INTEGRAL FIN&J-CHANNEL O L o 6 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL/CYCLE TEST PRESSURE,FRAME Z t0 S co ANALYSIS AND GLASS PERASTM E1300. FLANGE FRAME(90°CORNERS) FRAME(90•CORNERS) v U d ®12 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST ._ _ (ANCHORED THROUGH NAIL FIN) m N LU PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300. - 1.25'MAX• H W ad JMO C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 6"MAX —�-I r-- r> z ZO 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS -6"MAX ./ - Z v Q F LL CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE _ ✓ - MA Z W O HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR KE WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C.SEE SEE '3 W f CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE �' � ' TABLES 49 � TABLES a O a1hays FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 1 49 ® Z WH9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER � MAX.O.C. � _ � O Z CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING / VISIBLE SEE TABLES / VISIBLE W Z oloag JURISDICTION. LIGHT 413 LIGHT [� X J10)REFERENCES:TEST REPORTS FTL-7897;ELCO ULTRACON NDA;ELCO CRETEFLEX NDA; HEIGHT HEIGHT O lT- uui ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE& / MAX.BUCK UIBRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOAS;NATIONAL DESIGN MAX.BUCK HEIGHT,SEE v Z WSPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANUAL / HEIGHT,SEE TABLES 49 >TABLES 4-9 (LONG OR w -� a..,ag I1)'PVB'=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. IBLE (LONG OR - VISIBLE SHORT SIDE)WIDTH SHORT SIDE) LIGHT WIDTH°SG°_.090'SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. I— jI 1 LY -6'MAX - —L 1. � 't .•VCENSF GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS ':'t�� I � ELEVATIONS........_.........._..........1 WIDTH:BUCK WIDTH-4-3/16" I —�-I (•�— MAX.O.C.SEE TABLES 49 —��— 1.25'MAX, . FRAME,GLASS&ANCHOR MAX.O.C. 6'MAX. 1.25' NO.58705 HEIGHT:BUCK HEIGHT-4-3/16" —►I— MAX. - OPTIONS................_...........2 SEE TABLES ABL MAX,BUCK WIDTH SEE TABLES 49 INSTALLATION,FLANGE 8 CODES I STANDARDS USED: MAX.BUCK WIDTH SEE TABLES 413 EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE(FBC),fiTH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) �p� STA F� INSTALLATION,INTEGRAL FIN 8 •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION TYP,EQUAL-LEG/BOX& TYP.INTEGRAL FIN& ,p a J-CHANNEL..........................4 -ASTM E1300-09 J-CHANNEL FRAME(CURVED OR '.F ZORIDP••' GLAZING DETAILS........................5 FLANGE FRAME(CURVED S G. DESIGN PRESSURES...................6-10 'ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION ANGLED CORNERS) ���S'�O BOM&ASSEMBLY. ••.•....••11 -ALUMINUM DESIGN MANUAL,ADM-2015 OR ANGLED CORNERS) (ANCHORED THROUGH NAIL FIN) ,/NAL 1111 -'' •AISI S100-12 11 •AISC 360-10 A.LYNN MILLER,P.E. P.ER 58705 TABLE 1: Glass Table "N'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: Description # 'H'-HEAT STRENGTHENED Type T"=TEMPERED 7 7/8"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090"PVB Interlayer 4 "PVB"=,090"TROSIFOLS 8 7/8"Laminated I.G.:118"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 118"A Glass with.090"PVB Interlayer 5 PVB BY A,INC. Y OR 9 7/8"Laminated I.G.:3/16"A Exterior Ca +318"Air Space+5116"Laminated; 2 Lites of 1/8"A Glass with.090"PVB Interlayer 6 AMERICA INC. BOX AL Cap P ( ) ay "SG"=.090"SENTRYGLAS© ]E�=j EQUAL"., Q • 10 7/8"Laminated I.G.:3116"T Exterior Cep+318"Air Space+51.16"Laminated;(2)Liter of 118'A Glass with.090"PVB Interlayer 6 INTERLAYER BY KURARAY FLANGELEG ' 11 V Laminated I.G.:118"T Exterior Cap+7/16"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass w th.090"PVB Interlayer 7 AMERICA,INC. 12 1"Laminated I.G.:3116"A Exterior Cap+318"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"PVB Interlayer 8 =0 0 13 1"Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Utes of 3116"A Glass with.090"PVB Interlayer 9 14 1"Laminated I.G.:3116"A Exterior Cap+318°Air Space+7/16°Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer 10 15 1"Laminated I.G.:3116"T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Utes of 3/16"A Glass with.090"SG Interlayer 11 'GLASS TYPES 14 THROUGH BE 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 Interlayer 12 J-MAY NOTCHANNEL OR USED WITH O. J-MAY USED 17 1"Laminated I.G.:3116"T Exterior Cap+318'Air Space+7116"Laminated;(2)Lites of 3/16°H Glass with.090'SG Interlayer 1 13 •FIN FRAMES. J-CHANNEL Q INTEGRALF NQ TABLE 2:ANCHORS INSTALLED THROUGH FRAME Group Anchor Substrate Min.Edge Min. MIN.OF 3 THREADS Distance Embedment* BEYOND THE METAL o P.T.Southem Pine(SG=0.55) 1 7/16" 1.318" SUBSTRATE. #10 SMS Steel,A36• 318" 0.050" (Steel,16-6 S.S. "UNGROUTED CMU" or 410 S.S. Steel Stud,A653 Gr.33° 3/B" 0.0451"(18 Ga.) VALUES MAY BE A Aluminum,6063-T5• 3/6" 0.050" USED FOR GROUTED P.T.Southern Pine(SG=0.55) 7/16" 1-3/9" CMU APPLICATIONS. 3116"steel Ultracon Concrete(min.2.85 ksi) 1" 1-318" Ungrouled CMU,(ASTM C-90) 2-1/2" 1-1/4" #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1318" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SHAPE INA BLOCK(SEE EXAMPLES (steel, SIM S.S. Steel,A36• 3/8' 0.050" BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4-13,SHEETS 670. or 410 S.S.) Steel Stud,A653 Gr.33• 3/8° 0.0451"(18 Ga.) 63" LONG LONG LONG SHORT ° O.D �� _ SIDE SIDE SIDE S1DE (� 1/4"steel Ultracon P.T.Southem Pine(SG=0.55) 1" 1.318° T r T(- r PRODUCT REVISED 1/4"steel Creteflex P.T.SouthernPine(SG=0.55) 1" 1318" ¢w I �w I I as complying atilh lha F10614 09 I �� oo Building Cod4,1D- 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1318" Ny yN =w AccepLw.Concrete min.2.85 ksi " V1-3/4" w F�pimt n D1/4"steel UltraconC Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" i N ByLONG - LONG LONG LONG LONG mMian Delo 1/4'steel Creteflex Concrete(min.3.35 ksi) 1" 1314" i-- SIDE �" SIDE yl F-- SIDE -`•� F'- SIDE -moi (r' SIDE -^I zO F- 2-1/2" r- -� - r- -, r 1/4"steel Ultracon Concrete(min.285 ks) 2-112" 1-3/4" T T T r T T 0 05? 114"steel Creteflex Concrete(min.3.35 ksi) 2.112" 13/4" I I I I NO CHANGES THIS SHEET. D UngroutedCMU,(ASTM G90) 2-1/2° 1-114' NSI NNI I w "NI I wN 1/4"steel Aggre•Gator Concrete min.3.275 ksi 1-1/2" 1318' i Grouted CMU,(ASTM C 90) 2' 211.- _J 11. TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN Min. %`t 1I Group Anchor Substrate Dlstance FmbedmenY ��`` YLY/VNrrr�i� E 2-1/7 x.131'Common Nal the P.T.Soum Pirre(SG=.55) 318° 2-7116" 1070 TECHNOLOGY DRIVE %GENSF 2-1/2"Ring-hank Rooli g Nail P.T.Southern Pine(SG-.55) 318' 2-7/16' Material Min,F, Min.F. N.VENICE,FL 34275 t .tn� P.T.Southern Pine(SG=.55) 112" 1-318" Steel screw 92 ksi 120 ksi (941)-480-1600 _*r No.58705 #10 Trusshead SMS 189 Saew 60 ksi 95 ksi - •• (steel,18-8 S.S: Aluminum,6063-75" 316' 0.050' ®410 SCOPYRIGHT®2017 PGT INDUSTRIES;INC. - creN 90 ksi 110 ksi Sleet Stud,G!.33' 318" 0.0451"(18 Ga.) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED �p•: or 410 S.S.) Elco A9greGatorm 57 ksi 98 ksi F Steel,A36• 318' 0.050" •MIN.OF 3 Elto UltraColl® 155 ksi 7T7 ksi ��,C'•, A �F� CVS` P.T.Southern Pine(SG=.55) 9/1B t-319^ THREADS t VINYL FIXED WINDOW NOA(LMBSM) & 9!9/14 : F cCOR1OP.•'' \2� 410 SS Elco CrdeReO 127.4 ksi 189.7 ksi i lr •'•••••• G #125MS BEYOND GLASS/ANCHORS/FRAME OPTIONS o� J ROSOWSKI NAL 36 Aluminum,6063 T5' 3/8" 0.063" 6083T5AWMmxn 16 ksi 22 ksi (steel,18.8 S.S. THE q38 Sled 36 ksi 58ks1 0 o x7111111111\� Steel Stud,Gr.33° 318' 0.050" of 410 S.S.) METAL Gr.33 Sled Stud 33 ksi 45 ksi i = v A.LYNN MILLER,P.E. Steel,A36 318" 0.050° suesTRATE. PW-5520 NTS N 2 OF 11 0? MD-5520.0 B y P.EA 58705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2,THIS SHEET. OPTION 1 EMBEDMENT � _ � EMBEDMENT ANCHORED THROUGH FRAME INTO 2X WOOD —r•I–' EDGE DISTANCE 1 SHI MAX, 114•MAX. _ FRAME OR BUCKSTRIP. r ..L— SHIM Z 4 SHIM SEE NOTE 2,THIS SHEET. EDGE EDGE EMBEDMENT DISTANCE u 5 Q DISTANCE FLANGE FRAME SHOWNFd o � _ TYP.ANCHOR TYPE, 1•THICK I.G. U TYP.ANCHORTYPE, 1/4"MAX 2 SHIM EMBEDMENT AND EDGE RQ D� EMBEDMENTAND- TYP.ANCHOR TYPE, DISTANCE PER EDGE DISTANCE PER EMBEDMENTAND SUBSTRATE, SUBSTRATE,SEE o a EDGE DISTANCE PER SEE TABLE 2,SHEET 2. �D TABLE 2,SHEET 2, SUBSTRATE,SEE ,a 5 TABLE 2,SHEET 2. DO I 716"THICK I.G. FLANGE EXTERIOR Y'� VISIBLE LIGHT WIDTH 7 . FRAME EQUAL- NOTES: SHOWN LEG/BOX 718"THICKI.G. BUCK WIDTH FRAME SHOWN 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT HORIZONTAL SECTION A-A AND EDGE DISTANCE LIMITS.ANY INSTALLATION 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 1.112•THICK ARE TO BE CONSIDERED 1X 1/4"MAX HEIGHT' LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF SHIM #10 OR#12 STEEL –+{ 1!4'MAX.SHIM HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-11P THICK OR SMS(G5),SEE SHEET 2. ' GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE TABLE 2, L1 PRODUCT REVISED DESIGNED TO PROPERLY TRANSFER LOADS TO THE �nmVlying with F1'uw STRUCTURE.WOOD BUCK DESIGN AND Building Cods -1 INSTALLATION IS THEARCHITECT OCORD OF THE uma No/I-0 l •/7a ENGINEER OR ARCHITECT OF RECORD. D:- 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED - I—� 77.110a TO AS DAYLIGHT OPENING)IS MEASURED FROM L_� mi 'd.ProduM 1"THICK I.G. BEADING TO BEADING. FLANGE EQUAL FRAME LEGBOX NO CHANGES THIS SHEET. SHOWN FRAME o EMBED ENTANHOR PE, E: EXTERIOR SHOWN D `o EXTERIOR EMBEDMENT AND EDGE DISTANCE PER a. 4 LLLIII 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 `` `11111 11111, SHAME 114'MAX SHIM `aQNy LYNN 1 SHOWN o. 1070 TECHNOLOGY DRIVE ;`,s,:,. N.VENICE,FL 34275 �: `'cEM '•!�. (941)-480-1600No.587os EMBEDMENT - ® _*: • '* ` VISIBLE LIGHT FORMULAS coFYRIGALL RIG 7 S E ERVE wEs.INc. �-p CERT.OF AUTH.#29296 ALL RIGHTS RESERVED }:. INSTALLATION WIDTH:BUCK WIDTH-4-3/16• = VINYL FIXED WINDOW NOA(LM&SM) & 9/9/14 'A�'� STA o / ��' OPTION 2 < HEIGHT.BUCK HEIGHT-43118" 1E ANCHORED THROUGH EDGE DISTANCE - i�s '•�ORIDP �5��� FLANGE&EQUAL-LEG/BOX FRAMES om J ROSOWSKI70 etl"' FRAME DIRECTLY INTO VERTICAL SECTION B-B Q ''/11NAL111``` CONCRETE/CMU. PW-5520 NTS 3 OF 11 o z° MD-5520.0 B A.LYNN MILLER,P.E. ,� .n P.E.#58705 INSTALLATION DETAILS FOR INTEGRAL FIN&-J-CHANNEL FRAMES INSTALLATION INSTALLATION OPTION 6 OPTION 5 _ 1/4•MAX.SHIM ANCHORED THROUGH ANCHORED THROUGH INTEGRAL FIN 1/4°MAX.SHIM INSTALLATION OPTION 5 - EMBEDMENT FRAME INT02X WOOD If—.EDGE DISTANCE. . ANCHORED THROUGH - ' FRAME OR BUCKSTRIP.SEE INTO 2X WOOD, 2.THIS S S EET. RIP. INTEGRAL FIN INTO 2X WOOD I• EMBEDMENT _ _ '" (� NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET. FRAME OR BUCKSTRIP.SEE I NOTE 2,THIS SHEET. EDGE 1 3 - EDGE DISTANCE DISTANCE - - 5 J-CHANNEL FRAME SHOWN ._ ElEMBEDMENT' ° �� 1*THICK I.G. T11/4"MAX SHIM TYP.ANCHOR TYPE, ' � - 1 EMBEDMENT AND TYP.ANCHOR TYPE, EDGE DISTANCE PER EMBEDMENT AND EDGE 'SUBSTRATE,SEE 6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. INTEGRAL TYP.ANCHOR TYPE, SEE TABLE 3,SHEET 2. (SCREW SHOWN) I�(�,III FIN EMBEDMENT AND EDGE a Q 5 (NAIL SHOWN) 7/9'THICK I.G. I ❑ FRAME DISTANCE PER SUBSTRATE, SHOWN SEE J-CHANNEL EXTERIOR VISIBLE LIGHT WIDTH —'—�I 7 (NAIL SHOWN)HEFT 2. OWN) FRAME ,(�� 716•THICK I.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 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 1X ; -- LIGHT INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL HEIGHT SHIM MAX. HEIGHT � IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. 1/4'MAX.SHIM S10 OR M12 STEEL WOOD BUCKS DEPICTED AS 2X ARE 1-1/2•THICK SMS(G5),SEE �, SHIM OR GREATER.IX AND 2X BUCKS(WHEN USED) TABLES 2&3, ^ SHALL BE DESIGNED TO PROPERLY TRANSFER SHEET 2. wR !YJCT REV[Sdte Florida FD _ LOADS TO THE STRUCTURE.WOOD BUCK DESIGN a9 co�iplyinB with AND INSTALLATION IS THE RESPONSIBILITY OF _ Building Code THE ENGINEER OR ARCHITECT OF RECORD. Q Acccptanca Ab 1 Oq� " 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO �� B REFERRED TO AS DAYLIGHT OPENING)IS y 1'THICK LG.- MEASURED FROM BEADING TO BEADING. �T—I - Miv C1adeProdact FIN AND/OR FLANGE MAY BE IIIT (J1 NO CHANGES THIS SHEET. REMOVED IN-FIELD L�J INTEGRAL FIN EXTERIOR EXTERIORO TYP•ANCHOR TYPE,EMBEDMENT FRAME SHOWN 3 AND EDGE DISTANCE PER - SUBSTRATE,SEE TABLE 3,SHEET 2: INSTALLATION OPTION INSTALLATION OPTION INTEGRAL - (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN, INSTALLATION THROUGH THE FRAME, FIN - - INTO METAL,SEE TABLE 3,SHEET 2. INTO METAL,SEE TABLE 2,SHEET 2. ` �NY111 tN, �,� FRAME 1/4•MAX. �)t //r srlowN SHIM 1070 TECHNOLOGY DRIVE ��� ....... ,' ,` �'� r'• CENs'�Q ° c N.VENICE,FL 34275 Q r U INSTALLATION EDt;E (941)-4800.1600 N0.58705 OPTION 5 DISTANCE _— ANCHORED THROUGH ® CpPYRIGHT 02017 POT INDUSTRIES,INA -O _ INTEGRAL FIN INT0,2X CERT.OF AUTH-#Y19296 ALL RIGHTS RESERVED WOOD FRAME OR' VISIBLE LIGHT FORMULAS �0,�•., srA7E F�:'�� BUCKSTRIP.SEE NOTE 2, WIDTH;BUCK WIDTH-4�%6' VINYL FIXED WINDOW NOA(LM&SM) $ 9/9/14 F'••.;�toR1DP,,•'�2�� THIS SHEET. EMBEDMENT HEIGHT:BUCK HEIGHT-43116' a o J-CHANNEL&INTEGRAL FIN FRAMES o,tJ ROSOWSKI VERTICAL SECTION D-D L" A.LYNN MILLER,P.E. PW-5520 y NTS h 4OF11 z° MD-5520. B P.Ease79s --�{ 7/8"NO7/8"NOM. -+{ 7/8"NOM. 7/8'N M. 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A PVB I 5/16"A/A 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 as complying wild true Fbw*-.a Building Code ncceplmce No -Q /4. a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Expimiian Data' Zwjj By 80-83 80.83 80-83 80-83 Miam' ado Pnaduct Cm GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET. 1"NOM. VN M. 1"NOM. VN M. I I I I Y m W ? cf) 7. 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A PVB 7/16"A/A SG rn o� O 7/16"AIR SPACE --\ 3/8"AIRSPACE 3/8"AIR SPACE 3/8"AIRSPACE n alae O o af 1/8"T GLASS---\ 04 3/16"A GLASS 3/16"T GLASS--\ 3/16"A GLASS O A , 'D Ln a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR Z LL a u,ua�p o ca BO-83 80.83 80-83 80-83 H Zy 'aN W Ce qy 'JMp GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 Zcn a LL z° o z O Iaa4s 1"NOM. -�{ 1"NOM. -�{ �•�- 1"NOM. ® Q Z I I By Miami Dado Pmducl Cma'ral ¢ W (3 7/16"AIA SG7/16"H/H SG 7/16"H/H SG EXTERIOR LLO LL z N a ~ J 3/8"AIR SPACE 7/16"AIRSPACE 318"AIR SPACE 1/2'NOM.GLASS v Z 3/16"T GLASS 1/8"T GLASS--\ 3/16"T GLASS—, 80 83 BITE TYP. j C7 a- aa EXTERIOR a EXTERIOR a EXTERIOR apu •asap saua5 6 7 O 74 80-83 80-83 NY'LYNN `�P��•:•''CICENSF ���� GLASS TYPE 15 GLASS TYPE 16 GLASS TYPE 17 79 No.58705 "A"=ANNEALED ❑ STTE •�[/�� "H"-HEAT STRENGTHENED GLASS TYPES 14TIlROUGH ° F 'r=TEMPERED I17MAYNOTBEUSEDWITH ", i�s•'•���RIOP,.••'•���� 'PVB'=.09D"TROSIFOL® J-CHANNEL OR INTEGRAL TYP.GLAZING DETAIL �'%S�ONAL�NG`�� PVB BY KURARAY AMERICA,INC. FIN FRAMES //I/III 11 t t 1 "SG'_090'SENTRYGLASID S INTERLAYER BY KURARAY AMERICA,INC. A.LYNN MILLER,P.E. P,E#58705 TABLE 4: - - - Window Design Pressure,(+I-psf) We this tattle 1/8"A Cap-Airspace-5116"AIA with PVB ter Gbw -7 Window Long Side(in) TABLE DIMENSIONS MAYBE Dimensions 61.05 54 56 58 62 64 68 72 76 8D 84 87 ORIENTED VERTICALLY OR 18 +/-50 +/-SD +/-50 +/-60 +1-50 +/-60 +/-50 +/-50 +/•50 +/-50 +/-50 +/-50 HORIZONTALLY AS SHOWN. 20 +150 +/-50 +1.60 +1-50 +/50 +/SO +/-50 +150 +/•50 +/-50 +/-50 +/•50 LONG PR0611C1REVISED _ _ 22 +/-50 +/-50 +1.50 +150 +/-50 +/-50 +/-50' +150' +/-50 +l-50 +/5SIDE nspomplying w'iWdhe F6-tiids 0 +/-50 +— LONG SIDE 6tdidin Cel - 24 +/-50 +/50 +/-50 +/-50 +/-50 +/-50 +150 +150 +/50 +/-50 +/-50 +/50 Accepmua No Expimtion Dsfe _ 26 +150 +/-50 +1-50 +/-50 +/-50�- +1•50 +150 +/-50 +/50 +/-50 +150 +/50 SHORT 28 +/50 +/-50 +150 +/50 +/50 +150 +150 +/50 +/•50 +150 +150 4/-501- SIDEBY ff y �I SHORT Miy:iiDMe Product'C 30 +/50 +/50 +1-60 +/-50 +/50 +!•50 +150 +/-50 +/50 "+/50 +150 J_ —1 SIDE v 32 +1-60 +/-50 +/.60 +150 W-80 +/50 +/50 +/-50 +1.50 +/5o NO CHANGES THIS SHEET.- a 34 +1-50 +150 +150 +1-60 +1-50` +/-50 +/50 +/50 +/50 N 36 +/50 +/5O +/50 +/-50 W-50 +/-50 +150 +/50 LONG SIDE 38 +150 +/5D +150 +/50 W-60 +150 +150 _ �— —� 40 +/-50 +/5O +/50 +/50 +/50 +150 " 42 +/5D +/50 +/-50 +/50 +150 .. "7 D.C.SPACING IF ANCHORING MAX.O.C.SPAONG IF ANCHORING SHORT LONG THROLK;HTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 SIDE f9 SIDE 44 t/-50 +/50 +150 +1-50 � � Y in 46 +1-50 +/50 +150 AP PLIES TO A,B,C OR DANCHORS APPLIES TOE OR FANCHORS (SEE TABLE 2) (SEETABME_3) 51,06 +150 N °?oa O N —I Of SHORT I _ O ` in a p O - 'a TABLE 5: ._ _ __. .._ ._. .' " , .. . .. U(W.1 t5 ®� urm0 Window Design Pressure,(+!-psf) use"Is "Ill 1,ZW o Lor Glass g F-> Q 118"T Cap-Airspace-5116"AIA with PVB TYP@ o z rn Window Long Side(In) u Q w W Dimensions 60.926 64 66 68 70 74 77 80 84 87 92 97 99 Z m 32 +/50 +/-50 +/50 +/-50 W-60 +/-50 +/50 +150 +/-50 +150 +/-50 +150 +150 3: La— 34 {/50 +/-50 +150 +/50 +/50 +/•50 +/50 +/50 +/-50 +/-50 +1-50 +/-0 O W ?esus7.3 +/-06.7 ' ® �+ O W 36 +150 +150 +/-50 +/-50 +/50 +150 +/5D. +/50 +/-50 +/50 +1.47.5 +1.45.4 +/-04.6 Z 5 F 38 +150 +/50 +150 +/-50 +150 +/•50 +/-50. +150 +/50 +/49.1 +/-46.1 +/43.9 u Z 40 +/50 +1-50 +/-50 +15 +15 +1 0 0" +/•50 .50 +1-50 +/-50 +/-482 +/-45.1 < W of 42 +/50 +/-50 +/-50 +/-50 +/50 +150 +/-50 +/50 +/49.8 +1-47.4 C Li Z 44 W-80 W-50" +1-50 +/50 +150 +/-5o +/50 +150 +/4&9 , W >- w46 +150 +150 +/-50 +1.50 +/50 +/-'50 +150 +149.9 j f d L 46 +/50 +/•50 +/-60 +/50 +150 +1.50 +)50 N 60 +150 +/•50 +150 +/50 +/50 +/-50 . 52 +150 +/-50 +/50 +/-50 W-60 MU.O.C.SPACING IF ANCHORING MAX.D.C.SPACING IF ANCHORING �`�NY L l l i j"''�,, THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 ��� 54 +/50 +/-50 +150 +/50 NOTES: �a."10ENg MSC /�i APPLIES TO A,B,COR DANCHORSAPPLIES TO E OR F ANCHORS 1)BUCK DIMENSIONS SHOWN. C�•• �' F 66 +/5O +/50 +/50- (SEE TABLE 2) (SEETABLE3) Q•' '�� 68 2)FOR SIZES NOT SHOWN, +150 +150 -- 3V 3.5'FOREANCHORS,4-FORFANCHO85 ROUND UP THE TO •�. N0.58705 = 60.926 +/50N EXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), FIND THE SMALLEST SQUARE WINDOW SIZE IN O ST E F '. '- THE TABLE(S)A13OVE WHICH THE ARCHITECTURAL ����'•;FCORIDP,.•' WINDOW WILL COMPLETELY FIT WITHIN. ��7SS�CNALIEN���` fit A.LYNN MILLER,P.E. P.E.#58705 TABLE 6: Window Design Pressure,(+/-psf) Use this tang 3/16'A Ca -Airspace-5/16"AIA with PVB t«Gass 9&10 3/16"T Ca -Airspace-5/16"A/A wfth PVB iYDesTABLE DIMENSIONS MAYBE Window Long Side(in) ORIENTED VERTICALLY OR Dimensions 80.826 64 66 68 70 . 74 77 BO 84 87 92 97 99 HORIZONTALLY AS SHOWN. 32 +/SO +/-SO +/-5o +/-50 +/-60 +150 +/50 +/-60 +1-50- -+/-50 +/-50 +/•50 +ISO LONG yROIDUCT REVISED 34 +lSO +1.50 +/-60 +/-50 +/-50 +/-50 +/-60 +/-50 +/-50 +/-50 +1-50 +/-50 +/SOSIDE mwr,plyingwitnfltaFlmkSt �— LONG SIDE Building Code 38 +/SO 450 +/-50 +150 +/-50 450 +/50 +/-50 +1.50 +1-50 +/-50 +i-w +/50 + A=pum.No 17-o&>14.oj 36 +/50 +/-50 +/-50 +1-50 +!-w +/-90 +/-w +/-50 +1.50 +/-50 +1-50 +/-5D ExD""°"D ` ' D 40 +l50 +150 +150 +/-60 +1-50 +/-50 +1.60 +/-50 +/•50 +/-5o +/-50 SHORT B�, SIDE Mt 'Ded,Prad'txfCai 42 +/SO +150 +1-50 +/-50 +/-60 +/-50 +150 +1-50 +/-50 +1.50 SHORT 44 450 450 +/-60 450 +/•50 +/-SD +7.50 +1-50 +1-50 SIDE NO CHANGES THIS SHEET. ro 46 +/So +/-50 450 +/-50 +/-50 450 +/-60 +/-50 48 +/-SO 450 +150 +1.50 +/-50 +/-50 +150 �-� LONG SIDE 50 450 +/-50 +1.50 +1.50 +1-50 +/-50 62 +/•50 +/-50 +/-60 +/-50 +/-50MA%•O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING THROUGH THE FRAME PERSHEET53&4 THROUGH THE INTEGRAL FIN PER SHEET4 SHORT 54 +1.50 1 +1.50 +/-50 +/50 SIDE y LONG APPUt5 T00.B,COR UANCHORS APPLIES 70 E0RFANCHORS to SIDE 66 +/50 +1.50 +/-5o (SEE TABLE 2) (SEE TABLE 3) W z ^CO a 58 +/SO 46035" - 3.5"FOR E ANCHORS,4"FOR F ANCHORS 60.926 +I-SO � o CD 04 c'J SHORT O TABLE 7: SIDE ZLL a = -Bio Window Design Pressure,(+l-psf) Use M table =Lu s2. a 118"TCap-Airspace-7/16"A/A with PVB Tet TTrpe: LU z < V) °N Window Long Side on) o> g m sMo Dimensions 6D.926 1 64 66 68 70 74 77 80 84 87 92 97 99 Z m $ 32 +1-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 .-+1-70 +/-70 +/-7D U LL O LU LL 34 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +1-70 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 Z Q r 36 +170 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +/-70 $ 0 LU 38 +/-70 +/-70 +1.70 +1-70 +1.70 470 +/-70 +1.70 +1-70 +1-70 +1-70 +1-70 ® Z it 40 +/-70 +/-70 470 +1-70 +/-70 +/-70 470 +1-70 +/-70 +1-70 +/-70 = 10 Z 42 +/-70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/•70 +1.70 +/-70 a O °Iws m Of 44 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +1.70 +/-70 o X D. o v {L Z N to 46 +/-70 +/•70 +/-70 +/-70 +/-70 +/•70 +/-70 +/-70 0 48 +1.70 +1-70 +1.70 +1-70 +1.70 +1-70 +1.70 cwi V1 N 50 +1-70 +/-70 +170 +/-70 +l-70 +/-70 > p a 52 +1.70 +1-70 +/-70 +/•70 +170 MAX.O.C.SPACING IFANCHORING MAX.O,C.SPACINGIFANCHORING °Rl °s°0 sau°S THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET 66 +/70 +/--70 +1-70 +1-70 APPLIES TO,COR 2ANCHORS APP(5ETATO �3CHORS �` Y LYNNE////i 68 +1-70 +l-70 NOTES: �'�-.••'VCENSF••�!� ]SS' 4" 1)BUCK DIMENSIONS SHOWN. Q-,•' 60.926 +/-70 '•, ; NO.58705 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. _"0 - lfqTZ�Cj/ 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2�FINO THE SMALLEST SQUARE WINDOW SIZE IN ��,� - THE TABLE(S)ABOVEWHICH THE ARCHITECTURAL �(<`s'•.'4 ORION,.•'•x � WINDOW WILL COMPLETELY FIT WITHIN. ////S�O/VAL I�N0`S\ A.LYNN MILLER,P.E. P.E.#58705 TABLE 8: Window Design Pressure,(+!-pst7 usetni sue tar class 92 3/16"A Cap-Airspace-7116"A/A with PVB Types: Window Long Side(in) - Dimensions. 69.649 71 73 76 78 BO a5 86 89 92 96 99 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 32 +/-70 +/-70 +/-70 +/-70 +/-70' +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 HORIZONTALLY AS SHOWN. 34 +/-70 +/-70 +/-70 +1.70 +/-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 LONG PRODUCt R.34+iSW 36 +1-70 +l-70 +/-70 +/-70 +/-70- +/-7D +/-70 +/•70 +/•70 +/-70 +/-70 +/•70 SIDE escamptl'inswith*4FhDft �+-- LONG SIDE Reildia8 code 38. +/-70 +140 +/-70 +/-70 +1.70 +1-70 +1-70 +140 +140 +/a0 +/a0 +/40 Acccp,ancehloI .Ob►4.oq -- -- ---40- +/-70 +1-70 +1.70 +/-70 +/-70 +1-70 +1-70 +/-70 : +/-70 +/-70 +/-70 +/-70 T E.P'm21O°D°u 2a 42 +/-70 +/-70 +/-70 -+/-70 +/-70 +/-70 +1-70 +/•70 +/-70 +/-70 +1{9.6 +/-66.7 SHORT I By SIDE Mi°. Dale Product 44 +/-70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-69,9 +/-66.4 +1.63.7 � SHORT - V 46 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/-70- +/-70 +/-69.9 +/-67.4 +/-63.9 +/-61.7 SIDE NO CHANGES THIS SHEET. c 48 +/-70 +/-70 +/-70 +/-70 +1-70 +I-70 +1-70 +/-70 +/-67,8 +/-65.3 +/-61.9 +/-59.7 a 50 +/-70 +/-70 +/-70 +/-70' +/-70 +/-70 +/-69.5 +/-68.5 +/-65.9 +/-63.4 +/-59.9 ` 62 +/-70 +/-70 +/--70 +/-70 +/-70 +/-70 +/-67.8 +/-66.9 +/-64.2 +/-61.6 +- LONG SIDE -� N 54 +/-70 +1-70 +/-70 +/-70 +/-70 _ +/-70 +/-66.2 +/-65.3 +1{2.5 56 +/-70 +/-70 +1-70 +1-70 1 +/-70 +/-69.2 +/-64.7 +/-63.8 SHORT LONG - 57 +/--70 +/-70 +/--70 +/-70 +/-69.8 +1.681 +1.64 SIDE SIDE � Y m so, +/-70 - +1•70 +/-70 +/-69.7 +/-67 +/-65.3 - = J� >_ A �a 62 +/-70 +/-70 +/-69.9 +/-67.9 +/-65.2 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING ❑ O O O THROUGH THE FRA ME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET µEQ 64 +/-70 +/•70 +/.68.3 +/-66.3 - APPLIES TO B,CORDANCHORS APPUES TOFANCHORS } J� °I°O O N 69 C,4 Of 66 +/$9,9 +/-68.9 +/-66.7 (SEETABIE2) (SEETA8LE 3) SHORT - L9 68, +//-68.4 +/-67.4 SIDE JO +-7 15.5 4 .64 1 ' Z LL. =LJv 'oO TABLE 9: - - FW..Z v ti'¢ .°N WindowDesgnPressure,(+I-psi Usethstetle 13. o> sao d U 3/16"TCap-Airspace-7/16"AIA with PVB r«Type: CD Z M 0 �. r Window - Long Side(in) - O LL Dimensions 69,649 71 73 76 78 80 85 86 89 92 96 99 "Z Q O 32 - co + � ' O W 7°°4S" ® jr 34 +/-70 +/-70 +/-70 +/-70 0 +1-70 +1-70 +J-70 +/-70 +/-70 +/-70 +/-70 Z 36 +/•70 +/-70 +170 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +1-70 +1-70 +l•70 -?� cn Z 38 +1-7D +/•70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 ❑ w ¢ W W °i°°s 40 +/-70 +/_70 +/-70 +/-70 +/-70 +/-70 +1-70 +/-70 +/•70 +/•70 +/-70 +/-70 o X O. N 42 +/-70 +1-70 +1-70- +1-70 +1-70 +/-70 +1-70 +/-70. +/-70 +/-70 +/-70 +/-70 r LL Z 44 +1-70 +l_70 +1-70- +1-70 +/-70 +1-70 +1-70- +/-70 +/-70 +1-70 +/-70 +/-70 z w ?� 46 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 " +/-70 . +/-70 - +/-70 +/-68.6 >. ❑ D- c 48 •' +/•70- +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 '+/-70 +/-70 +/-70 +/-68.8 +/-66.3 aU1 'neO s°7�°s 50 +/•70 +/-70 +/-70 +1.70 +/-70 +1-70 +/-70 +/-70 +/-70 +/-70 +/-66.6 62 +/-70 +/-70 +/-70 +/40 +/-70 +/40 +140 +/-70 +/-70 +1.68.5 ``��`�CtAY.LYNN,y� Lj 54 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/-70 +/•70 +/-69.5 NOTES: `P�� VICENSF•.�(��i 1)BUCK DIMENSIONS SHOWN. 56 +1.70 +1-70 +1-70 +1-70 +/-70 +/-70 +/-70 +/-70 '•,� 67 +/-70 +/-70 +1-70 +/-70 +/-70 t/-70 +/-70. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE -*: NO.58705 NEXT AVAILABLE SHORT OR LONG DIMENSION. 60 +1--70 - +1-70- +1--70 +1-70 +/-70 +/-70 - - - - :i 62 - +/-70. +/-70 +/-70 +1-70 +/-70 MAXO:C.SPACING ANCHOflING MAX.O.C.SPAONG IFANCIIORING 3)FOR ARCHITECTURAL WINDOWS(SEESHEET2). � •'. '`IE ::•�` THROUGH THE FRAME PER SHEETS 3&4 THROUGHTHE INTEGRAL FIN PER SHEET4 FIND THE SMALLEST SQUARE WINDOW SIZE IN %Q�''.• ST, 4 OF (V` 64 470 +/-70 +/-70 +/-70 APPUFSTOa,CORD ANCHORS APPLIES TO F ANCHORS r ) ���31•'•-���RIDP,,•• ���� THE TABLES ABOVE WHICH THE ARCHITECTURAL 66 +/-70 (SEE TABLE 2) (SEE TABLE 3)+/-70 +/-70 WINDOW WILL COMPLETELY FIT WITHIN. /, 66 +/40 +/-70 Ss e° 3,9° /,/j I i l l[ 69.649 +/-70 A.LYNN MILLER,P.E. P,E.R 59705 TABLE 10: Window DeMp Pressure,(+I-psQ Use this We for GUss 14 3/16"A Cap-Airspace-7/16"A/A with SG Type Window Long Side(In) Dimensions69,649 71 73 75 78 80 85 86 89 92 96 .99 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 32 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +601-110 +80/-110 +80/410 +80/-110 +801-110 HORIZONTALLY AS SHOWN. 34 +80/-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +801-110 +80/-110 +801-110 +80/-109.4 +80/-108.3 +80/•107.6 - LONG PIZOULK7 TEViSW 36 +801-110 +801.110 +801-110 +801-110 +80/-109.5 +80/-108.6 +801.106.8 +801-106.5 +801-105.5 +801-104.7 +801-103.6 +801-102.9 SIDE avc6mplyingwAbt1wvkvEb di 38 +80/•109.7 +80%108.9 +801-107.8 +801-106.8 +80/-105.5 +80%104.6 +801-102.7 +801-102.4 +80/-101.4 +801-100.5 +80/-99.4 +80/-98.7 [-- LONG SIDE /f' Acc.pagCadc 7' Acccpinnce No rT-o(otl{•.og 40 +80%106.3 +801-105.5 +801-104.4 +80/-103.3 +801-101.9 +80/-101 +801-99.1 +BD/-98.7 +80/•97.7 +80/-96.8 +60/-95.7 +80/-95 T_ PIS +Dyv �l.IY1D 42 +801•103.3 +801-102.5 +801-101.3 +80%100.2 +801-98.8 +801-97.9 +801-95.8 +801-95.5 +80/-94.5 +80/-93.5 +80/-92.4 +80/-90.7 SHORT D SIDE M1tiami ndo Product CotArvi 44 +80%100.7 +80/-99.8 +801-96.6 +801-97.5 +80/-96 +80/-95 +801-929 +60/•926 +80/-91.5 +80/-90.4 +80/-87.1 +801-84.7 SHORT 46 +801-98.4 +80/•97.6 +801.98,2 +801-95 +601-93,4 +801-925 +801-90.3 +80/-89.9. +80/-88.1 +80/-85.5 +801-83.1 +801.81.6 SIDE c 48 +801.96.3 +80/-95.4 +SO!-94.1 +80/-929 +80/-91.2 +80/-90.2 +801.88 +80/-87.6 +801-84.6 +801-82.6 +8O/-8O.2,_+/-78.6 NO CHANGES THIS SHEET. g 50 +801-94.6 +001-93.6 +80/•922 +60/-90.9 +801.89.2 +601-88.2 +80/-85.4 +80/84.6 +80/-82.4 +801-60.2 +1-77.6 52 +801-93 +801-92 +801-90.5 +801-89.2 +80/-87.4 +80/-86.4 +801-83.3 +801-82.6 +80/.BO.2 +/-78 f~ LONG SIDE N 54 +801-91.7 +80/-90.6 +801-89.1 +601-87.7 +80/-85.8 +60/-84.7 +80/-81.3 +80/-80.4 +1-78.1 56 +80/-90.5 +801-89.4 +80/-87.8 +BD/-86.4 +801.84.4 +801-83.2 +/-79.3 +/-78.5 SHORT LONG 57 +801-90 +801-88.8 +801-87.2 +801-058 +801-83.4 +BO/-82 +1-78.4 SIDE 1' SIDE , � Y in 60 +801-87.2 +801-66 +80/-84 +801-825 +801-80.1 +/-78.6 62 +80/-84.6 +80/-83.8 +801-82.1 +801-80.4 +/-78 MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING i3 T THROUGH THEFRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 ❑ O p 64 +801829 +80/82 +50/80.1 +/-78 4 to V) APPLIES TO B,CORD ANCHORS 1-I� "1aO CJ fib +801-81.1 +801-80.1 +/-78.3 I C7 N w u�i (SEE TABLE2) NOTAPPUCABLE -I SHORT -- JO��j �t3 -� t0 GLASS TYPES 14 THROUGH �l r- 68 +/-79.3 +/-78.4 SIDE 13.2° �17 MAY NOT BE USED WITH '0 J o a ,(BB- C,69.649 +1-77.7 J-CHANNEL OR INTEGRAL Z LL - _7C, FIN FRAMES. - =LL 7 R 3 TABLE 11: U 0 C> 0 Window Design Pressure,(+l-psi Use= 15 Z ,Mo 3/16"T Cap-Airspace-7/16"A/A with SG Type ro ❑ r Window Long Side(n) Z $ Q LU LL Dimensions 77,76 79 81 83 88 87 91 94 96 99 104 107 111 Z co O 36 +80/-110 +801-110 +80/-110 +8(Y-110 +801-110 +S01-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/-110 +801-110 O F 0) 40 +80%110 +801-110 +801-110 +8014110 +80%110 +801.109.9 +80/-108.5 +801-107.5 +801-1089 +801-106.1 +801.104.8 +801-104.1 +801-103.3 ® ❑ Lu Pays 42 +801-110 +801-109.8 +801-108.8 +801-107.9 +801.105.7 +801-106.3 +601-104.8 +80/•103.8 +801-103.2 +801-100.8 +801-97.7 +801-96.4 +801-94.8 z 44 +801-107.3 +801•106.7 +801.105.7, +801-104.7 +801-103.4 +80/-103 +801-101.4 +BD/•98.6 +80156.7 +80/-94,1 +80/-91.4 +801-90,3 +801.89.2 Fz W 801 Z 48 + -102 +801-101.3 +801.100.3 +801.99.2 +80157.3 +80/-96.2 +801-925 +80/-90.4 +801.89.2 +801-87.3 +801-84.4 +601-82.7 +80150.5 T-1-.57a X C. 60 +801-99.8 .+80159.1 +80'•98 +801-96.9 +6015801 3,9 +80/-93.1 +801-89.9 +601.87.7 + .88.2 +801-64.3 +801.81.1 +/-79.3 +/•77 O LL Z N 51 +801.98,8 +801-98 +80!•96.9 +801-95.8 +80/528 +80/92 +801.88.7 +801.86.4 +80155 +801-828 +/•79.6 +1-77.7 +1-75.3 W >_ 4 64 +801-96.1 +80145.3 +801.94 +801.921 +80159.4 +801.88.5 +801.85.1 +801.82.7 +801.81.1 +/-78.9 +/-75.3 +/-73.2 +/•70.6 Zw j ❑a - 58 +80154 +80153.2 +801-91.6 +801-90.1 +80157.2 +80156.3 +801$28 +601.80.2 +/-78.6 +/-76.3 +/-725 +170.5 8111 ossa sauas 9 58 +601-91.4 +80/50.6 +801.89 +80/$7.5 +80155.1 +801-84.2 +801.80.6 +1.78 +/-76.3 +1-73.8 +1-702 to N 63 +801-85.5 +80/54,6 +801.828 +80/-81.1+ 80/8 82+ 80180.5 +/70.4 +1-74.8 +/723 +170.6 NOTES: 1)SUCK DIMENSIONS SHOWN. `���•••'• LICENSE••.�(� 64 +80184.4 +801-03.5 +80181.7 +1-80 +1-77.5 +l-78.8 +/-73,5 +1.71.2 ' -66 +801522 +801-81.2 +/-79.4 +/-77.6 +/•75 +1-74.2 +1-71 2)FOR SIZES NOT SHOWN,ROUND UP TO THE Z*;1 NO.58705 68 +1$0 +/-79.1 +/-77.2 +/-75.4 +/-727 +1.71,9 NEXT AVAILABLE SHORT OR LONG DIMENSION. *. MAX.D.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING ` 70 +/-7B +1-77.1 +/•75 +/-73,2 +/-70.5 3)FOR ARCHITECTUFIAL WINDOWS (SEE SHEET 2), MAX. PERSHEETS3&4 THROUGH THE INTEGRAL FIN PER SHEET 4 FIND THE SMALLEST SQUARE WINDOW SIZE IN • 72 +I.76 +1-75 +1-73 471.1 :�D,n'•. ST,4 p �/�� APPUESTOB,CORDANCHORS THE TABLE(S)ABOVE WHICH THE ARCHITECTURAL p 74 +1-74.1 +/-73 +1-71 WINDOW WILL COMPLETELY FIT WITHIN. ��� •••4ORIDP•.••G��� (SEE TABLE 2) NOT APPLICABLE I S 76 +/-722 +171.1 13.V �'�iS11CNAL EN�`�� 77.76 +/-70.5 11/11111110, A.LYNN MILLER,P.E. P.E4 58705 TABLE 12: Window Design Pressure,(+l-pS1) Use this We TABLE DIMENSIONS MAYBE for Glass 16 ORIENTED VERTICALLY OR 1/8"T Cap-Airspace 77/16"WH with SG Type: HORIZONTALLY AS SHOWN. Window - _ _ Lang Side On) LONG - Dimensions 60.926 '64 66 68 70 .74 77 80 84 87 92 97 99 BIDE— - -'�LONG SIDE 32 +80/410 +801.110 +80/-110 +80/•110 +801-110 +801.110 +801-110 +801-110 +80/-110 +801-110. +801-110 +801-110 +80/-110 T PRODUCT RBVLSED 34 +80/-110 +801-110 +80/•110 +801-110 +80/-110 +801.110 +80/•110 +801-110 +80/410 +801-110 +80/-110 +BO/-110 +801-110 } as complying with the Raids 36 +801-110 +80/-110 +801.110 +801-110 +801.110 +801.110 +8D1-110 +801=110 +801-110 +80/-110 +80/-110 +80/-110 +801-110 'SHORT SIDE Ruildi"B Code , ccpinnoo No •D D�� 38 +BD/-110 +801-110 +801-110 +80/-110 +80/-110 +801.110 +80/•110 +801-110 +801-110 +801-110 +80% \c 110 +801.110 + _ SHORT Ezpir°lion E7me 40 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +801.110 +801-110 +001-110 +80%110 +80/-110 +801-110 _ •1— SIDE 0y c 42 +801-110 +80/•110 +801.110 +801-110 +801.110 _+801-110 +801-110 +801.110 +801-110 +80%110 4f " °00 pct 44 +80/•110 +80/-110 +801.110 +801.110 +801-110 +801-110 +80/-110 +801-110 +801.110 9 to 46 +801-110 +8D/•110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +001-110 f+— LONG SIDE �I NO CHANGES THIS SHEET. 48 +801.110 +801.110 +80/-110 1 +801-110 +801-110 +801410 +60/-110 - w50 +801.110 +801-110 +80%110 +001-110 +801-110 +80/410 SSIDET LONG 52 +801.11 +8 0 +80/-110 +801-110 01.110 +801-110 MAX.O.GSPACING IFANCHORING .MAY D.C.SPACING IF ANCHORING SIDE it 64 +80/110 +801-110 +801-110 +80/-110 THROUGH THE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 fib +80/•110 +801-110 +60/-110 APPUFS TO 8,C OR D ANCHORS _ (SEETABLE2) NOTAPPUCABLE ci y CO 58 +801-110 +80/110 Wena 118" GLASS TYPES14THROUGH wCa 60.926 +801-110- - '17 MAY NOT SE USED WITH I SHORT O Ca o _ J-CHANNEL OR INTEGRAL '1 SIDE o _ •FIN FRAMES. n e7°O O a TABLE 13• 0 cvg Window Design Pressure,(+I-psf) use this labia J� o aq �e d 3116"T Cap-Airspace-7/1611 H/H with SG ror Glans 17 0,� o TYPO, Z t0 c O W Window Long Side(in) _ V U ®� Dimensions _ •oN 77.76 79 81 03 06 87 91 94 96 99 104 107 111 118 120 125 136 144 W < 0�0 axd 36 +80/-110 +801-110 +801-110 +80/-110 +80/-110 +801-110 +80%110 +80/-110 +80%110 +801-110 -+801-110 +801-110 +80/-110 +801.110 +801-110 +601-110 +80/-110 +801-110 W 40 +801-110 +801-110 +801.110 +80/-110 +80/-110 +801-110 +801-110 +801410 +80/410 +80/-110 +86.1-110 +801-110 +801-110 +80/-110 +801-110, +801-110 +80/-110 +801-110 Z $ Q 11) LL LU 42 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +80/410 +SO/110 +80/-110 +80/-110 +801-110 +801-110 +801-110 Z _-1 ,0 44 +801-110 +80/•110 +801-110 +801-110 +80/-110 +60/•110 +80/410 +801-110 +801-110 +80/410 +801-110 +801-110 +801-110 +80/410 +801-110 +8D/-110 +BO/-110 F 48 +80/410 +801410 +801.110 +801.110 +801-110 +801.110 +80/-110 +801410 +80/-110 +801-110 +801-110 +801-110 +80/-110 +801-110 +801-110 +00/•110 in O W 1",is 50 +801410 +80%110 +801410 +801-110 +801-110 .+801-110 +80%110 +801-110 +801-110 +801410 +801-110 +801.110 +80/-110 +801-110, +80/-110 ® Z_ 51 +001.110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801410 +80%110 +801-110 +801-110 +80/-110 +801-110 +80/-110 fp Z 54 +801-110 +80/-110 +801-110 +801-110 +801-110 +80/-110 +80/-110 +80/-110 +80/-110 +801-110 +80/-110 +801-110 +801-110 a W "long +00/-110 +801.110 +81-110 +801-110 +80/-10 +801-110 +80-110 +80/-110 +801-110. X a 56 +80/410 +80/-110 +801-110 Lyo Z N 58 +80/-110 +801-110 +80/-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 +801-110 Ir O ,� N g 61 +80/-110 +801-110 +801-110 +801-110 +001-110 +801-110 +801-110 +B0/-110 +80/410 +8(I1-110 v Z W N 63 +80/-110 +801-11D +801410 +801-110 +801-110 +801-110 +801-110 +801-110 +80%110 > 0- 64 +80/410 +801-110 +801-110 +801%110 +801410 +801-110 +80/-110 +80/-110 oR1 '°sa0 sou°S 66 +80/-110 +801-110 +601-110 +801-110 +80/-110 +80/•110 +80%110 68 +80/110 +801-110 +601-110 +801-110 +80/-110 +80/-110 NY LYNN MAX.O.C.SPACING IF ANCHORING MAX.O.C.SPACING IFANCHORING ��,�,rO, /J'1 70 +801-11p +801.110 +801-110 +801-110 +80/110 `� THROUGHTHE FRAME PER SHEETS 3&4 THROUGH THE INTEGRAL FIN PER SHEET4 �;•''•I,IGEN$�.'••C�� 72 +001-110 +801-110 +801-110 +801-110 Q: APPLIES TO B,C CR D ANCHORS No.58705 74 +801-110 +801-110 +801-110 (SEETABLE2) NOTAPPUCABLE 1k; i 76 +80/-110- +801-110 77.76 +60/-110 �0 (n �O�. STA E F (V` NOTES: n '�iS'ONAL EN `\` 1)BUCK DIMENSIONS SHOWN. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. - - 11111 11000A. 111\I\ 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.#58705 1 —�{ 1.376' 3.500' •062" I�1_ .062• L� .062" 062' 37775���5" U lJ I�I 5 ...060" OANCHOR COVER Iy 1.4183" 1.483" 1,483" 1.483" ' .864" .301' J_ ❑ � _L � ❑ � �l ❑ � � O o.625 .625' 1.375" O J-CHANNEL FRAME T O FLANGE FRAME .1.875• O INTEGRAL FIN FRAME O4 EQUAL LEG/BOX FRAME O7/8 Z f �1 SILICONE HOT-MELT BUM ALUMINUM I •8�•�r .175• STRUCTURAL REINFORCEMENT BPUTILENE DESICCANT FILL AREA SILICONE 5116"NOM. STRUCTURAL 3116'NOM. 5116"NOM. SEAL 71-D 1/4"NOM. FOAMPOLYISOBUMEN WITH eUMT ROLL-FORMEDSILICONESEAL WITH DESICCANT DESICCANT DESICCANT STAINLESS STEELFOAM INT.GLASS _ EXT.GLASS EXT.GLASS - EXT.GLASS EXT.GLASS MITERED INT.GLASS INT.GLASS INT.GLASS CORNERS WITH KODISPACE61 SUPERINTERIORDURASEAL@ XL EDGET'" EXTEROR�D eo -4SG TPS SPACER®NXT TM B2 SPACER SPACER WELDS ._ TABLE 14: .. .. . # Part# Description Material IiODUCr RHVISFD 1 620117 J channel Frame PVC 1;ildio . th the FlSrMa 2 620118 Flange Frame PVC AC tA" No170614"Cy 3 620119 Integral Fin Frame PVC x"'°�D.WF_j020 4 620120 Equal Leg/Box Frame PVC 9yML-5 620133 Anchor Cofer PVC 5 6 720136 7/8"Glazing Bead PVC NO CHANGES THIS SHEET. FRAME 7 720135 1"Glazing Bead PVC ASSEMBLY DETAILS 7 74 1 113ackbedding,GE 7700 or Dow 791 Silicone 78 71646N Setting Block(7/8"x 1"x 1/8"),85+/_5 duro. EPDM _ 1 . t EXTERIOR 1070 TECHNOLOGY DRIVE `� \\011...- 4, 1,ICENS �� '. N.VENICE,FL 34275 F NOTES: (941)-480-1600 _* No.58705 Part# Description Material 1)SOME PARTS NOT SHOWN FOR CLARITY.. 2)J-CHANNEL FRAME'SHOWN,PART#1.OTHER COPYRIGHT PGT INDUSTRIES,INC. •'tel._ FRAME TYPES APPLY. rTEUJ 80 KOmmelling 4SG TPS Spacer System CERT.OF RUALL RIGHTS RESERVEDSee this 3)ITEMS#8-73,75-77&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. m 81 Quanex Super Spacer nXf with Hot Melt Butyl " VINYL FIXED WINDOW NOA LM&SM 9/9/14 Sheet for 4)ENERGIPVC70BELABELEDFORAANIA E ( ) o° �,�s '••,,<ORIDP,- \C�� 82 Quanex Duraseal Spacer �i S G\� 83 Cardinal XL Edge Spacer Materials EXTRUDERCODE. o BOM&ASSEMBLY o '//��NAL I�N1\\ e� J ROSOWSKI REFERENCE TEST REPORTS:FTL-8717,8968&8970 '� PW-5520 ° NTS " 11OF 110 z° MD-5520.0 B A.LYNN MILLER,P.E. v, '� P.E.#58705