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HomeMy WebLinkAboutNOA - FIXED WINDOWSM1AMI•DADE I MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy. PGT Industries, Inc. 1070 Technology Drive SCANNED North Venice, FL 34275 BY SCOPE: ` (�iP 6 �� This NOA is being issued under the applicable rules and regulations governing thee o co s ruction 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-701/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05/05/16, 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 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0528.26 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0629.14 MlAMI OADE COUNTY Expiration Date: February 19, 2019 Y-771�qjl(o ApprovaI Date: August 04, 2016 Page 1 4L- PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision B dated 05105116, 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, Duraseale spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Man el Pe ez, P.E. Product Co trol lWininer NOA 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 i I- PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc, for their "Kuraray Butacite® PVB Glass InterIayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option lI exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. E-2 Manuel Per z, .E. Product Control am' er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t" Edition (2014), dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0528.26) 3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No.13-0502.03) 4. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0528.26, issued to PGT Industries for their Series "PW- 701/720/820" Aluminum Fixed Window — L,M.I." approved on 07/09/15 and expiring on 02/19/19. Manuel a .E. Product Contr 1 Exa iner NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 7 1 I)THIS PRODUCT COMPLY WITH TI BUILDING CODE, HURRICANE ZON 2) SHUTTERS [R WIND-BORNE GE INSTALLATIONS' LITE (CAP) MUST 3) FOR MASONR` UNITS AND COI 4) ALL WOOD B CONSIDERED 1 OPTIONAL IF UI WOOD BUCKS' GREATER, I" DESIGNED TO I STRUCTURE, 11 THE RESPONSI ARCHITECT OF NOTES: SERIES 7201820 :2014 FLORIDA BUILDING CODE (FBC), STH EDITION DESIGN PRESSURE RATING IMPACT RATING SISTANT FIXED WINDOW �ASTM E13DO-09 VARIES, RATED FO ANIILAIIGESSMAIL •ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION S BEEN DESIGNED S TESTED TO oALUMINUM DESIGN MANUAL, ADW2010 SEESHEETS 2-5 MISSILE IMPACT RESISTANCE EQUIREMENTS OF THE FLORIDA •AISI-SIGD-071S2.2010 UDING THE HIGH VELOCITY 4V TIP -TO -TIP WIDTH YI1Zl 47' DUCK WIDTH 48• BUCK WIDTH 11 HICK WIDTH IT REQUIRED WHEN USED IN LIGlHTVADTH LIGVISIBLE 45AHHT WSOTH HT LTWIDTH REGIONS. FOR INSULATED GLASS III- )E 30' IN THE HVHZ, THE OUTBOARD B, SNEET� V MA%. I D, SHEET 7 ' V MAX. F, SHEET 8 r- 2'MAX PERED. H. SHEET 'LICATIONS INMWAI-DAOE COUNTY, i IE COUNTY APPROVED MASONRY .S USED FOR ANCHOR EVALUATIONS 4E, ASTM C90 CONCRETE MASONRY q I A �. p I C E, SHEETS[[Iiii,'E WITH MIN. KSI PER ANCHOR TYPE. SHEETS SHEETS BSHEET] SHEET7 9G. SMEET9LESS THAN I-L2' THICKARE TO BE 4 BUCKINSTALLED IX CTLYTO USARE I- HEIGHTINSTA IONS. IX WOO BUCK SIRE 92.114' I ------- SIBLTED AS 2% ARE 1.1rr THICK OR 12'MAX. VISIBLE 1TMAX. / 9.114' VISIBLE BUCKS (WHEN USED)SHALL BE O.C. LIGHT LIGHT O.C. VIIBLEWMAX HE GHT MLY TRANSFER LOADSTOTHE HEIONT -L}—LIGHT O.C,_BUCK DESIGN AND INSTALLATION IS 96' HEIGHT 7 / 96 'OF THE ENGINEER,(EOR) OR TIP -TO I i BUCK ,RD,(ADR). I TIP I HEIGHT ENT TO BASE MATERIAL SHALL BE I HEIGHT i BEYOND NT EMp SSING OR STUCCO. USE ANCHORS OF 1 SUFFICIENT EMBEDMENT. NARROW O.JOINT USE ANCHORS USED I 1 ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORSS1 BE SEALED. OVERALL I SEALING OZL G STRATEGY FOR WATER RESISTANCE OF 6• r B �- 1P• O.G. 6' L-�.p -�1 �- 12' MAX, O.C. ,� N, BMEET 9 INSTALLATION L BE DONE BY OTHERS AND IS BEYOND MAX. SHEET B MAX. SHEET 7 r MAX THE SCOPEOF �I ESE INSTRUCTIONS. 6°MAX. O.C. 6) MAX.1/4' SMI ARE REQUIRED AT EACH ANCHOR TYP. FLANGED FRAME TYR EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION LOCATION WHE E THE PRODUCT IS NOT FLUSH TO THE ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) SUSSTRATE.US SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS COD BUCKS, BY OTHERS.MUSTBE SUFFICIENTLY CHORED TO RESIST LOADS IMPOSED ON FIGURE I: THEM BY THE IDOW. GUIDE TO SHEETS: 12.O.C. SHAPES AS SNOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK MAX, AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEER 2-5, 7) DESIGN PRES ORES: GENERAL NOTES ........................ 1 ANCHOR SPACING TO BE W MAX. FROM CORNERS AND 12. O.C. MAX FOR ALL CURVED FRAME A NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE ELEVATIONS..,......._ ................ _.. 1 MEMBERS, SEE FIGURE 1. THIS SHEET. TEST PRESSURE FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS....._ ................ 2-5 E1300. fil DESIGN PRESSURES....,.._.__.. 2-5 12-01 C. MOTH—�{ I' -WIDTH � I^WIDTH--I H- WIDTH B. POSITIVE OE IS LOADS BASED ON WATER TEST INSTALLATION, FLANGE.....__.. 6 MAX. T r - - - 1 T[!�i T r -, T r - - 1PRESSURE, ST CTURAU CYCLETEST PRESSURE, FRAME INSTALLATION, ET. FIN EO....... 7 /B' ����ANALYSIS AND LASSPERASTM E7300. INSTALLATION, INT. FIN A......_..6 ! / INSTALLATON,IM.FIN B..._.-B 1- / t1 t910, 8)THEANCHO GE METHODS SHOWN HAVE BEEN CORNER ASS EMBLY................. 10 i I I t s DESIGNED TO DESIST THE MNOLOADS CORRESPONDING EXTRUSION PROFILES ..•_.......... 11 MAX TO THE REOUI DDESIGNPRESSURE. THE311.-STRESS PARTS LIST ................................. . 11 1 1 L J L- J TO HAS 0T BEEN USED IN THE DESIGN OF TNIS PRODUCT. THE 16 LOAD DURATION FACTOR WAS USED FOR ('_WIDTH -I I�WIOTH -•-{ I- WIDTH -�i F"-WIOTM THE EVALUATI N OF ANCHORS INTO WOOD. ANCHORS THAT TABLE 1: COME IMO CO�lgTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET TI{ REQUIRE OFTHEFLORIOA BUILDING COO OR CORROSION RESISTANCE. B)REFERENCE TEST REPORTS FTL-3835.385067212; ELCO ULTRACON NOA; ELCO CRETEFLEX NON ANSVAFBPA NDS FOR WOO (CONSTRUCTION AND ALUMINUM DESIGN MANUAL. W)THE 720SE ES USES A PVB INTERLAYER, THE MO SERIES USES SGINTERLAYER. THE 720 AND 820 SERIES T TI i T y T� 1 i i�_ 1L J I^ —WIDTH �i I'^ WIDTH --I I- WIDTH -•H )"- MGTH —1 Tr--- ---� -fir-- -{-r— -� -��--- II MAYALSOBE EFERRED AS THE 701 SERIES. 'SO'='KUPARAY SENTRYGL®S INTERLAYER' BY KURARAY AMERICA. INC. i •PVB'='INRARAY BUTACITE PVB INTERLAYER' BY KURARAYAMERIQ4, LNG 1 I 1 1 Type D-riptlnn Sh.t 1 7/78" Iaml 18' An •.09V PVB • L76' HS 2 2 7l16' IAmI 16' HS-.09P PVB-S'16' HS) 2 3 Vol 1-11f8'LunI. IG 3116'T-7118•M-Y16•M-.090'PVo •9116'HS 3 4 1-1/1VLnmi.IG 16•T-1116•AB-L16'HS 3 5 7116'Laml(3t16'An•.090'SG•3116'M 4 B 711s'L4ml 16'HS •.OBO'SO-311 B'H5 4 7 1.1/1B'LamI. IG 11B•T-TSP01&16•M-.OBO'BG-3/18'An 5 B 1-1l16'LmN. Xi iTT•TIt6'AU•Y18'IG-.090'SG•9I16•HBT 5 z m JR- DS/D6116•ADDED SHEET II WITH SPACERS E MOVED PARTS. rc W 4'2 y 03 C C aN p < � W � O JJ rn ZLL 'LL Z u. LW) X N m W Cl uUl I- W m > r OO Z 0 rn �z Liz .. O 5 a o ® S Z - N W IaauS N Z O O ZZ a'oas W Z nm x W 3aa IL anD L7 'an0 vava9 �`Y11hY L `� aShUYNp 4 // v, •'. 570,7E OF(o :' !�\� A LYNN MILLER, P.E. P.E.Y 5870S IBM mmm 7116'LAMINATED L� GLASS STACK I .090' PVB INTERLAYER 311(' HEAT STRENGTHENED GLASS 3116•ANNEALED GLASS a n USED AT CURVED 28 FRAME MEM11.7/ LONG SIDE O.C.RS ®11.7/B'O.C. MAX MAY 1.3 GLASS BITE I� r EXTERIOR SHORT SIDE (� 20 13 ND1— I 1)SUCK DIMENSIO SSHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP-TG-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION. 2)FOR SIZES NOT 4 HOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECT WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ■�I '�®0 '0' DODO®" 0'® �7 1 GLASS TYPE 1 I.1N6•NOM. GLASS STACK 3116'TEMPERED GLASS - 7116'AIRSPACE 11 S USED AT CURVED FRAME MEMBERS ONLY 29 ®11.7/8' O.C. MAX 1.3 XT EERIOR a (14- NOTES: 1)8VCK DIMENSI NSSHOVTN. FOR FLANGED WINDOWS, SUBTRACT I'FROM THE TIP-TOTIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2)FOR SIZES NOT HOWN.ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. GLASS TYPE 3 �— LONGSIOE —►I SHORT = SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. L 7H6-LAMINATE0 GLASS STACK 3/16'HEAT _ SHORT L� STRENGTHENED GLASS —^I SIDE r 3116'ANNEALED GLASS T .090-PVB 1 INTERLAYER LON fire, SID. — cuss BITE 13 _ I SHORT SIDE y m l 0 a Y ❑ O N a N � G O a 3 e ,"�J1 z D' LL N_ m ° •a0 O UU o O XN WO z a Z O y LL SW, o Q ® in W z It � N Z F O 0 Q z K G 1p W Zn NN o x u. °0U w ❑ '���0 as sern5 A. LYNN MuFR. P.E. P.E3 W706 ©�wwwwwwwww�awwwww��wwwl oc�ww��wwwwwwww�wwwwwww. or�wwwwwwwww�aw�wwwwwww �w��wwwwwwwwww�wwwwwww �wmwwwwwwwwww��wwwwwww ®w�wwwww■�wwww�wwwwwww �w�wwwwwwwwwwwwwwwwww 0u�w��wwwwwwwwwwwwwwwww ' �ve��wwwwwwwwwwwwwwwwww ow���wwwwwwwww�wwwwwww - ®wwwwwwwwwwww�ww��wwww ©wwwwwwwwwwwwwwwwwwww o�wwwwwwwwwwwwwwwwwww owmwwwwwwwwww�wwwwwww owwwww��wwwwww��wwwwww o�wwwwwwwwwww�wwwwwww ow�eawwwwwwwwwwwwwwwwww o� wwwwwwwwwwwwwwwwwww ��rawwwwwwwwwwwwwwwwwww SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. )WN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. AL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1-1116-NOM. GLASSSTACK 7116'LAMINATED TABLE DIMENSIONS MAYBE ORIENTED VERTICALLYOR 7116'LAMINATED GLASS STACK HORIZONTALLY AS SHOWN. GLASS STACK � LONG 3116' TEMPERED GLASS` 3/16' HEATSTRENGTHENED GLASS SIDE .OBD'PVBINTERIAYER 3110-HEAT 3/16' HEAT STRENGTHENED GLASS �— LONG SIDE 3116' F =AT STRENGTHENED GLASS q 11 STRENGTHENED GLASS V16'AIR SPACE 11 5 .090' PVB INTERLAYER � T SHORT BIOE USED TCURVED USED AT CURVED SHORT 7E MEMBERS ONLY 28 MAX. 5/B' FRAME MEMBERS ONLY 29 `SS SIDE 17-718' O.C. GLASS BffE @ 11-Ile' O.C. MA>L GLA33 BRE 13 1B EXTERIOR �— LONG SIDE —.-{ EXTERIOR �I 20 13 C] — 21 13 T GLASS TYPE 2 GLASS TYPE 4 SHORT k l� LONGsloE �' SIDE SHORT SIDE m Y m OO vNf O � MLL U7 d Z N J recap ULL Xv1 Wo 6pua O Z N rn zaza 1 J m LL O M ® S z It maFFrs O y Z a z p nm D W x Li- •np w Cl aa.p as s V_V�b A LYNN MILLER. P.E. P.FJ 63]O6 •U ImmillizaNx MW I-AMINATED GLASS STACK I .OSO' SG INTERLAYER 3Hfi' ANNEALED GLASS 3H 6' ANNEALED GLASS USEDCURVED 4 71 FRAME MEMBER! ONLY 29 Ng. Q 17.718' O.C. MAX. GLASS BITE f� LONGSIDE 3 _ EXTERIOR SHORT a 20 13 SIDE GLASS TYPE �— LONG SIDE T_ 1) BUCK DIMENSIONS (MOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THE TIP-TO-TP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHORT 2) FOR SIZES NOT SH WN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE 31FOR ARCHITECTU L WINOOWS, FINDTHESMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN, L 41 THIS SHEET APPLI ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. I TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. Design Pressure psQforG]ass Type7 ■��Window 00000�®"®'ilimil ® t-1ltfi'NOM. ��,J GLASSSTACK 7116'LAMINATED GLASS STACK SHORT 3I16'TEMPERED GLASS 0H116-AN ALED ANNEALED LS 510E 3/16' ANNEALED GLASS 7116'AIRSPACE .081l'SGINTERLAYER WL LODUSEDATCURVED SIDFRAME MEMBERS ONLY'tt-7/A' O.C. MAXBITE E ER­SHORT GLASS TYPE 7 1)BUCK DIMENSIONS (MOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SH WN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTU LWINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE MOW WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLI ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. I L n Y m O V L7 N I` v N ^Lou O C G O� a OJ N J LL to Z B In Oz N LL 8 w ' U J 0 U X-1 o wZ 02 I,m O ? O oN o� 00 O O n axa '1z az m F g H n mw Q ~ LL o ® n co Z Lu m uaus 3 to N n F O fO U.10 Z Z m a oloa5 NN o Z r w w i3 enu c o.ea as sores 0. LYNN MILLER, PE P EA 66TQ5 INS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. RURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 'LIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. 7M6'LAMINATED L� GLASS STACK 1 - 3/16' EAT STRENGTHENED GLASS nirtrn�lm �p E it USE 6ERE ONLYO 29 5/8' EME e 1 El O.C. MAX. GLASS ST. EXTERIOR a GLASS TYPE 6 1.1116' NOM. GLASS STACK IR 3116-TEMPERED GLASS GLASS 7/lVAIRSPACE _ USED AT CURVED FRAME MEMBERS ONLY 29 011.718. O.C. MAX 1-3 EXTERIOR a TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7/16' LAMINATED LONG �— GLASS STACK SIDE ' 3/16- HEAT STRENGTHENED GLASS 1�— I' LONGSIDE r _3N6' HEAT STRENGTHENED GLASS �' —.090-SGINTERIJ SHORT SIDE L SHORT 5/6' GLASS SITE F� LONGSIDE ---� } r 13 SHORT // LONG SIDE SIOE Pj GLASS TYPE B L SHORT SIDE 1 m > 3 73 mO N } ^ V N O,m Q slop 0) 0 N m N A Z0 J LL 4 U G Z W lg uroi6 N �{ ZZ m r O .Y �> pp t C7 z v ana z 0- z U) g L" Q o � ® Q 2 f- w°u5 M K 7 Un TL O U) Z K a '7 Z Onai.0 os.6 s !ass 11415 lb A. LYNN MILLER, P.E. P.E.P6BT05 III EDGE 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION J `I DISTANCE OR FRAMING, SEE NOTE 2, THIS SHEET TYPE TYPE EMBEDMENT ION EMBEDMENT 1X WOOD BUCKSTRIP, I 114' MAX SEE NOTE 2, EMBEDMENT I SHIM T TV TYPE. ER AND EDGE t EDGE DISTANCE PER SUBSTRATE, EDGE DISTANCE SUBSTRATE. DISTANCE EDGE SEE TABLE B, THIS SHEET DISTANCE B IA'MAX ' 1 SHIM 1 4 TYP.ANCHORTYPE, OHIIIHEEr EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET 11 USEDATCURVED EXTERIOR ' 29 FRAME MEMBERS ONLY (�11•T/B'O.C. MAX. .� CONCRETE/CM PERANCHOR I 4 71 VIOWSUIGHTWIDTH- . REQUIREMENT H-2- WINDOW BUCK WIDTH-2-314' WINDOW BUCK WIDTH CONCRETEICMU OW EXTERIOR TIP -TO -TIP WINDOW WIDTH PER ANCHOR x HT REQUIREMENT 1/4'MAX.SHIM -y — HORIZONTAL SECTION A -A W12STEEL VISIBLE LIGHT SELF-DRILUNG SMS IGS) SEETABLEB TABLES: ' HEIGHT= THIS SHEET WINDOW BUCK HEIGHT- INSTALLATION 2.314' METHOD D INSTALLATIONANCHOR UNDERNEATH THE BEADING EXTERIOR MIAMI-DADE APPROVED MULLION 21 (SEE SEPERATE NOA). ALUMINUM, B STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8.THIS SHEET S �174' MAX SHIM Anetnf subewle MI, E4peNEmb�mntMu Dictitnce ment O.C. B ectqP.T. #12 or #14 410 SS Scmw SONEem i.(SG=0.65) B 6 ANminlm6 6063-T5 min. • min LB' Oa 12• 012ore14 Steel Screw (G5) 9/1B' 12' ,.W8. • 1r A36 Steel 3/B• • 12' Steel St.. Gf. W mIn. 31w G4 • 12' 114.41OSS Cnt.Fiee UnomWed CMU.(A5TM GB0) 2-1/r 1Concrete(.In J.35 kep 1' 12' 1/d' Steel Ultrecan Concrete Mn.2B5 tel 1' 1-Ld' 12- Conemte (Mn.2.85 kel) 2.112• 13/e' 12' UnpnNe4 CMU. (ABTM _) 2-11r 1.1M' 12' G.Ne4 CMU ASTM G90 2.11r 1.3/4• 12, 5116' Steel UI12con -Canerete (Mn. 3.5 tall 1-1/4' 1.V4' 12• Gmule4 CMU A.TM C90) 2-1/r 1•L4' 12' - MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET 1I CONCRETE PER EMBED .• ' ' ANCHOR INSTALLATION NOTES: REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. , 2. WOOD BUCKS DEPICTED ON THIS SHEET AS •1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.12'. IX WOOD BUCKS ARE INSTALLATION {•� EDGE TYP. ANCHOR TYPE, EMBEDMENT OITI.-LIFUNIT—.EINSTAL .IREC-YTOSOLI. CONCRETE. WOODBUCKSDEPICTEDAS•2X•ARE1.12'THICKORGREATER. DISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING TYPES SUBSTRATE, SEE TABLE B. THIS SHEET JURISDICTION. VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. I 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A. LYNN MILLER PE P.E.e 58705 2x wooD BucicsTRIP INSTALLATION INSTALLATION rEDGE OR FRAMING, SEE DISTANCE NOTE 2, THIS SHEET TYPE G TYPE F EMBEDMENT 1XWOODBUICS SHEEP. T I— EMBEDMENT SEE NOTE 2, THIS SHEET INST CATION 114 SHIM X ' TYPES EMBEDMENT SHIM TYP.G: DIET NCETYPP RSUBM NT AND RATE, 1 EDGE DISTANCE PER SUBSTRATE, EDGE _yLjL EDGE B BEE TABLE S, THIS SHEET DISTANCE DISTANCE �1/4' MAXmom p SHIM 4 TYP.ANCHORTYPE. ' EMBEDMENTANDEDGE •• 11 OISTANCEPER SUBSTRATE, 11 ,• EXTERIOR SEE TABLE B, THIS SHEET •, EXTERIOR 29 USED AT CURVED ,• •• 4 11 ' FRAMEMEMBERSONLV •• •• �1 I (�11-T/B•O.C. MAX VISIBLELIGHTWIDTH- 5 WINDOW BUCK WIDTH-2ara• CPER •' ANCHOR PER ANCHOR WINDOW BUCK WIDTH REQUIREMENT CONCRETEiCMU BUCK PER ANCHOR HORIZONTAL SECTION C-C REQUIREMENT HEIGHT 1/4'MAX. SHIM �•{ I•�— #H2 STEEL SELF-DRILUNG SPAS VISIBLE LIGHT (05), SEE TABLE $ THIS SHEET TABLE B: HEIGHT - WINDOW BUCK HEIGHT• 2-SK" INSTALLATION TYPE H EXTERIOR IN , MIAMI-DARE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. B SEE SUBSTRATE PROPERTIES, TABLE 9,THIS SHEET S �1/4' MAX SHIM Anchor Subatrale Min Ed90 OHtanoo Min. Embedment Mat O,G S—ing 012,r#14410 SS Screw P.T. B°d mPiro6 v0. Btl6' 1. 8' IF ANminum 6003•TS min. 3/6, obay• tr A36 Steel 3/B• 0.003• • 1r $We! S IW, Gc 33 min, 31B' O.O4S' 1B Ga 17 #12 n N148teel Semw(05) P.T. Southern Piro (BG-0.55) 911 ' 1-wr 1r Aluminum, 6063-TS min. Va. 0.063'• 12- A38 Steel Stud St W. Gi. 33 min YB' 3IB• 0.083" 0.045' (18 Gal' 1r tr 114' 410 SS CreteFlai (ASTM C80) Un2muled CMUMEN 2-tlr 1-1f4' 12 Cancmle Imin 3.95 kaU 1• idq' tr 114' Stoel Win— DeOcmtI mIn 2.8s tal 1• 1. 4• 1r Cvnemte (min. 2B5 tali 2•t/r 1-3l0' tr DNmun CMU, (A9TM CgXU 2.1 r 1.1/4' lr G_M CMU. ASTM C&0 2-11r 13/4• tr 5118' Steel UMcon Canciete (min. 3.5 tall 1-VI' 13/1' 1r Gmmed CMU. A6TM C&0 2.11r 1Jl4' 1r —1- ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE, 7 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER EMBED VENT 1 , ANCHOR INSTALLATION NOTES: REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. ATION •• 2. WOOD BUCKS DEPICTED INSTALLED THISSHEET TLYTO AREBUCKSWHOSE TOTAL THICKNESSISLESSTHAN1417. REI-1X WOOD SUCKSARE I EDGE •ANDTYPEDGE DITANCEMBEOMENT INTALALION NITTO CAN UBSTRTEO WOOD ENGINEERED WOODBY OTHERS OR AS APPROVED AREUTHORlfr MICK ORYHAVI GREATEF EF FDISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING VERTICAL SECTION D-D SUBSTRATE, SEE TABLE 9, THIS SHEET JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SMALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. m Y m A '^' O ry A m o O . CJT o w Z e N z li wU O 002 m � Z DT O � C7 5M0 n� p0 rn a Is�z F g p a O f � TT6 5 Z z a Z W °IO°6 O 3 W J j nN X LL eo,l O W y.o Q3. a :cl�e6 TYP.ANCX TYPE, 2XWOODBUCKSTRIP 'I EMBEDMENT AN EDGE —�i EMBEDMENT OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION DISTANCE PER SUBS TE, SEE TABLE IO. THIS HEFT TYPE INSTA ''CATION EDGE DISTANCE EDGE DISTANCE t� --��7f SHIMAX TYPEI O2X WOODNG, SEER FRAMING, SEEOTE 2, THIS SHEEI 1/4' MAX y SHIM 4 6 EMBEDMENT h—OR III 11 USED AT CURVED L ERIOR 29 FRAME MEMBERS ONLY 11.7/S' O.C. MAX. INSTALLATION TYPE K EDGE DISTANCE 2X WOOD SUCKSTRIP O OR FRAMING, SEE NOTE 2, THIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET WINDOW BUCK VISIBLE BUCK WIDTH 6 HEIGHT 1/4'MAX. SHIM +� �-+— WINDOW BUCKCK WI 2.3/4' WINDOW BUCK WIDTH VISIBLE; INSTALLATION HORIZONTAL SECTION E-E LIGHT TYPE L HEIGHT WINDO BUCK SID STEEL HEIGHT SELF -DRILLING SMS 2-3/4' (GS)' SEE TABLE 10, I THIS SHEET (� R V MBEDIMENT L EXT E RJRIOR V Mcho1 SubFtrete Mm Eoga Distance Mox. O.C. S al 2.12- X .113- Box Nall P.T. SONhan Pine SG=0.55 5NS• 5' 2-12' X .131' Common Nell P.T. S.""o Pine G=D.65 318° E 2.12° x .145" RoofingNall P.T. Soutnom Pm9 SG=D.li6 3/8' I, R70 X 1' Sleel Screw P.T. Sathan Pine SG=655 12' 6' 0.033• ANminum, 6063-TS min 6/16° 6' 1ItE A36 Steel 6/1P 6' 0.045' 18 Ge Steel S1Ltl Gr. 3J 6/16' S. g 2%WOOD NG SEE OR FRAMING, SEE NOTE 2, THIS SHEET EXTERIOR n V �1l4•MA%SHIM MIAMI-DADS APPROVED MULLION ISSEPERATE NOA), ALUMINUM, 'MIN. OF3THREADS BEYOND THE METAL SUBSTRATE. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 10.THIS SHEET - O EDGE DISTANCE INSTALLATION NOTES: TYP. ANCHOR TYPE, EMBEDMENT 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10. THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12'. 1XWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS W ARE 1.12'THICK OR GREATER. VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM, b W a7 Y m a•- � N ? N alo0 O � � O mm � Z LL n IL N Z 4H a aaa � U V % N m W O E fZ m0 Op Z o9! v �Z a Z ° 0 Q g N laays 0 5 0za: Z In A LYNN MILLER, P.E. P.EDeaTee 'METHOD ONL ; ANCHORS MA ';BE NO • MORETHAN D.C. WINDOW BUCK HEIGHT LIGHT EIGHT VINDOI BUCK EIGHT 2-3/4• a 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE INSTALLATION TYPE M INSTALLATION EMBEDMENT NOTE 2, THIS SHEET FOR S INSTALLATION TYPE N METRO EMBEDMENT METHOD ONLY, • 114' MAX ANCHORS MAYBE NO • MORE THAN B'O.C. SHIM PRODUCT REVISED . PlyNsa Man Flarlda EMBEDMENT 1X WOOD BUCKSTRIP, SEE h'DOD SUCKSTRIP NOTE 2, THIS SHEET OR FRAMING, SEE NOTE 2, THIS SHEET BulldicB Cudc Ac' FteAm Nel UP2X �114' MAX TYP. ANCHOR TYPE, EMBEDMENT AND int� Daw 3 SHIM EDGE DISTANCE PER SUBSTRATE, By TYP. ANCHORTYPE, B SEE TABLE II, THIS SHEET Minn" nk Pro C EMBEDMENT AND EDGE E ,]STANCE PER SUBSTRATE. SEE TABLE 11. THIS SHEET 3 BED AT CURVED EDGE �RAMEMEMBERS ONLY DISTANCE O EDGE rc 111•Ay O.C. MAX. , DISTANCE CONCRETEICMU 11 ' z PER ANCHOR REQUIREMENT 4 11 CONCRETElCMV PERANCHOR N �� �► VISIBLE LIGHTWIDTHe S REQUIREMENT 3 114•MAX. SHIM —••� �+— WINDOW BUCK WIDTH• 2.3/4• It p v O WINDOW BUCK WIDTH EXTERIOR N ^ oloD N O p N M p Z a8 INSTALLATION TYPE O HORIZONTAL SECTION G-G z IL IN IJL l0 7 �e•n O FOR THIS INSTALLATION U Lj 0X N d p ' METHOD ONLY, T..o, ... W — O � 5 ANCHORS MAY BE NO • MORE THAN 6' O.C. 0" STEEL SELF-DRILUNG SMS (05). SEE TABLE 10, THIS SHEET 21 TYP. ANCHOR TYPE, EXTfE'RjIOR B EMBEDMENT AND EDGE v 01-TANCE PER SUBSTRATE, SEE TABLE 11, THIS SHEET MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE II.THIS SHEET 1X E NOTOOD B . THIS SHE Q SEE NOTE 2, THIS SHEET A.ha Subehete Mim dale Edge MN. eame Embm MS .O.C. acing #12 w 014410 SS S<Iew P.T. SW . PI..(SG-0. 56 18' 1418• 8' PluMntlm 606}TS w .Day 8' A36Sloel 318• Solly 6- Steel 37 min. 18' 0.045' 1B Ga 8' 012 ar k14 Steel S.—IDS) P.T. Sa I POIe SG+0.65 &1B' 01,61 1418' y Alumllaml, wb6 nmim 31y O.OBy• 8' A366teel 31y 0.063''- 8' Steel SIW G, w mI.. I 318' GJO 18 Ga B' 114'410 S9 G¢IeFka U rWtea CMµ(ASl1A C41D 2-1/2' 1-1/4' 17 Concrete mN. 3.35l 1' 14/4' 17 114' Steel UWacaR Concrete eth 2.85 ka1 1' 14/4' 17 Concn4e min. 2B5 kel 2•1§ 14/B' 17 V oleo CMU, ASTM c90 2- 1-Va' 1z Grwted CMU ASTA C-BD 2.117 14/4' 17 5lIv Steel Ull— TAne1Ne min. 114' 14/4' 17 Gnwlaa CMU ASTMTM O 4m 2.2.1/7 14/4` 1 17 LUI:Ilall�ll:I:1R_V}]rlalal:lJ•I:Lauf3�t]rl�]I:V�L3 INSTALLATION NOTES, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. • 2.WOODBUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1Q•. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'WARE 1-1WTHICKOR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL• THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. I-' LLZ1 go 07 00 (9 aao �z dz m O g o F ® 2 Z 5 3 5 O z 0 w p ~ ZUJ NN a0 ° X LL Z LL sw as aaPas • �681� A. LYNN MILLER. P.E. P.E.e5BT05 ALL CORNERST 'I USE GASKET AND/OR SEALAN b I� 2 O ANOLEDfCURVED FRAME ASSEMBLY J SO•CORNER J1 9.- CORNER FRAMEA5SEMBLY / //� !EQU-LEG EQUAL-LEG FRAME FLANGE FRAME FRAME WTEREDFRAMEWITHINTERICR AND EXTERIOR FRAME WELDS FLAME (SHOWN)ORCORNERKEYSAT 1 SCREW BOSSES. SEALANT AT ALL CORNERS ALL CORNERS TO I USE GASKET ANDIOR SEALANT ASSEMBLY DETAILS FOR FIN FRAMES SO- CORNER FRAME ASSEMBLY ANGLED/CURVED FRAME ASSEMBLY R (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTAT ALL CORNERS M y m Iy7 a nay O 0. Ne� 0 "+ tad O Z �B N J N Z LL LL m n.ow O ' G i X 02 c yZj > Z Za 0 �z Iizz O Y S 8 o O Z ® Z Vl o 0 Z O n z e!oag W o as X LL aHy O m 'a:a0 sauo5 Item POT # Part Description Material 1 4263C Flanged Fame [I AIum. BOBYTS 2 3 4285 ± EquaMeg Frame 4250 1 lIntogral Fin Frame Alum. 808T Alum. 6083-T5 4 4255 j, 7/16' LemL Glass Beading AIum. 0083-T6 5 4254 j I.G, Glass Beading Alum. 8083-TS 63 4270 !I Instalation Fastener Corer Alum. 6063M 65 4224 ji Instaflaticn Fastener Covsr RIgk1 PVC 10 70589C Gesket(at 90' comer Joints) Polyethylene 11 TP24718 Vinyl Bull, Weatherstrip Flax PVC, Ouro. 65+/-1 13 1I Dow 899, GE 7700 Silicone or Equiv. 20 71652K I Setting Block, More. 3116' x 7/16' x 4' Neoprene, Duro. 85+/-1 21 71704AK IJISetting Block, I.G. 3116' x 1-3/32' x 4' Neoprene, Cum. 85+/-1 29 #6 x 1-1/4' FH EMS Stainless Steel 30 781PQX #8 x 1' Qued PH SMS IStainless Steel i SILICONE I ST UCTURAL //q' NOW POUTYLEN WITHD nICCANT EXT. SS INT. GLASS 7a KODISPACE 4SG TPS I TABLE 10 2.784 2.784 2.784 084- -�-ql_ F. -�J Lt .074' r- ,062' 1.375. 1074^ '�T 1.3751074' .082' 875' J1 ,438• 500' ,438' T 500' 438' 00o I r—ii .asmloaos ( �--li— .057— nFLANGE FRAME %1 EQUAL -LEG FRAME 1'125 Nd'J C'lf: AnA2TA ed�RS RM'i.TR FIN FRAME 3 #4256, 6063-T5 y —j 12W 1 -^ FT .34V .8-7�5- �I .050' 050' 31161 81/4" GLASS I.G. GLASS BEADING INSTALLATION 68 FER O #4258, 6069 T5G O #4264, 6063•T5 #4270, 6063-T5 STRUCTURAL III HOT -MELT BUTYL SILIall.T. 3/16'NOM. DESIC EXT. GLA LASS 7o SUPER 9PACER®NXT7B Part# I III Description Material 75 Kommedi 0 4SG TPS Spacer System 76 Quanex Oper S a er nXr Wth Hot Melt Ktyl e this :Sheetfor 77 Quanex D,ltraseal Spacer tede s 76 Cardinal 'Edge Spacer �I REFERENCE TEST 7:PORTS: FTL-87REFERENCE TEST PORTS: FTL-e7 I III ALUMINUM REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENEV1111T.S.LASS 511V NOM. 5/le. NOME SEAL BUTYL 8 LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GIASS S 77 DURASEAL© Ta XL EDGE' SPACER SPACER `s p JR-05/05118-ADDED THIS SHEET WITH SPACERS S MOVED PARTS. z { y al K O N (] J ryJ p? Z LL N_ LL V) a V ^Wa O QQ XN d o g ~ C0 u, nam LZLUU 90 n> Op e Z Z Z a. Z O K 5 $ LL o $ J W z Z Q y hays ®S g Z 3 p rn O Z ¢ O Z olws K O W x LL LD