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HomeMy WebLinkAboutNotice of Acceptance (3) I a MIAMF j MIANII-DADE COUNTY Ems 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.Eov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Mia —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 6s 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-Dane County, Florida, and followed by the expiration date may be displayed in advertising literature. If ariy 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 NOAN 15-0528.26 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 16-0629.14 MIAMRADE COUNTY Expiration Date: February 19,2019 J2��f�p Approval Date: August 04,2016 ( Page 1 ale C®13' �I 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 I 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:I 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;i8970, 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 2011-94 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 aminer NOA . 6-0629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-1 I I I i PGT Industries,Inc. �I I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CA LCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51' 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 i 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 Interlayer"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 Interlayer's"dated 06/2-5/15, 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 H 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. f C . I i I Manuel Per z, E. Product Control am' er NOA No.1 9.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-2 I r i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51" 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.'F°TL-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 F°TL-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. i i f f it Manuel a .E. Product Contr Exa iner . NOA No. 629.14 Expiration Date: February 19,2019 Approval Date: August 04,2016 E-3 i I i STANDARDS USED: GENERAL NOTES:SERIES 7201820 STANDARDS USED:ILDINGCOOE(FBC),STHEDRION DESIGNPRESSURERATINO IMPACT RATING IMPACT-RESISTANT FIXED WIND OW 'AsiM Et3DDa9 VARIES, RATEDFGR LARGE&SMALL �ANSVAFBPA NDB-2012 FOR WOOD CONSTRUCTION SEE SHEETS 2S MISSILE IMPACT RESISTANCE 1)THIS PRODUCT HAS BEEN DESIGNED&TESTEDTO �ALUMWIIM DESIGN MANUAL,AOMr2010 COMPLY WITH THE REQUIREMENTS CFTHE FLORIDA �AISIS100.07152-20f0 BUILDING CODE,INCLUDING THE HIGH VELOCITY d8'TIP-TO-TIP WIDTH 4&'BU WIDTH HURRICANE ZONE(HVHZ} aT BUCK WIDTH 48-BUCK V&DTM Z)SHUTTERS ARE NOT REQUIRED WHEN USED IN 44-1/4'VISIBLE g5.yq•VISIgIE 4&779�VISIBLE PRODUCTREVISFD WIND-BORNE DEBRIS REGIONS FOR INSULATED GLASS LIGHT WIDTH LIGHT WNTH LIGHT WIDTH NY;a91''+th&i+Flai4 INSTALLATIONS ABOVE 30'IN THE 11L41Z,THE OUTBOARD 6'MAX. F,SHEETS TMAX DuldugC4&e LITE(CAP)MUSTTEYAPERED. B,SHEETS D,SHEEi7 H.SHEET9 2Wi714n0_16• 2�j� 3)FORMASONRY APPLICATIONS INMIAM4D MACOUNTY, i 1 I I DY •i USE ONLY MIAMI-0ADE COUNTYAPPROVED MASONRY Muw AmJut ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS i WERE SOUTHERN PINE.ASTM C90 CONCRETE MASONRY q A O I C E,SHEETS I rHE UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE SHEETSI SHEETS BUCK SHEET? SHEET' 96 -.SHEETS i 4)ALL WOOD DUCKS LESS THAN I-10THICK ARE TO BE BUCK CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE r HEIGHT m WITHSPACERSO M SHEEAROPRONAL IF UNIT IS INSTALLED DIRE CTLYTOSUSSTRATE 92.1/4' 6• ¢`WITH bP0.CER5&MOVED PARTSWOOD BUCKS DEPICTED AS 2XARE I-1?THICK OR IY MAX. VISIBLE IV MAY n114' LEGREATER.IXAND 2%BUCKS(MEN USED)SHALL BE O.C. I LIGHT O.C. VISIBLE 5'MAX TDESIGNED TO PROPERLY TRANSFER LOADS TO THE i / HEIGHT LGNT O.C. NTSTRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS g6- / HEIGHT I / BS M Y m THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR TGp-TO ( BUCK Gyl a N ARCHITECT OF RECORD,(AOR} I np I HEIGHT > 0 7R HEIGHT O 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I I }E v e1u0 p so`1 BEYOND ENT EMBEDMENT OR ARROW O.JOINT SEALANT EALA TIS OF C7,cVp, N d ON FICALLIFOURCO CORNERS OF THE FRAME. ME.I STALLATIO USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION O J- 8 Z e R ANCHORS SHOULD BE SEALED.OVERALL T_ T 2LL bIL ro_ J O SEALWGIFLASHINO STRATEGY FOR WATER RESISTANCE OF 6-3 LIS_...I �-12-MAXO.C. CJ �+D�( I~12.MJM O.C.r J H,yMEETg UU XN d 0 INSTALLATIONSHALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS 6VIX- SHEET7 I I 'oN THE SCOPE OF THESE INSTRUCTIONS. -+{ (+-SMAX O.C. fi)MAX1/4'SNIMSARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP,EQUAL-LEG FRAME TYP.FIN FRAME ELEVATION > p O o o �«a NI ELEVATION(TESTED UNIT) (TESTED UNIT) z a z _, — LOCAX1/INHERE THE REQUIRE HAT EACH ANCHOR THE ELEVATION(TESTED U T) (TE T) F SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING ~ 7 O APPLIED LOADS.WOOD BUCKS,BYRESIST OTHERS,MUST BE 1 I W SUFFlCIENTLY ANCHORED TO RESIST LOADS IMPOSED ON FIGURE 1: Q W .-• THEMBYTHEWINDOW. GUIDE TO SHEETS: ITO.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRBING THE SHAPE IN ABLOCK F MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHlfIS 2S. � N Cl 7)DESIGNPRE6SURES: GENERAL NOTES.._.__—_-1 ANCHOR SPACING TO BE SMAX.FROM CORNERS AND I2'O.C_IRNX.FORALL CURVED FRAME ®S' Z y A.NEGATIVE DESIGN LOADS BASED ON STRUCTURHUCYCLE ELEVATIONS....__._....__-_1 MEMBERS.SEE FIGURE I,TMS SHEET. F Z TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.'___.__..__2-5 O E1300. DESIGN PRESSURES__'__.._..2-5 1T O.C. / r--WIDTH--•I I-WIDTH--I F t WIDTH-_1 Imo-WIDTH+( U Z B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION•FLANGE.__.-_6 MAX. r--- ----1 --I r --7 r- --I �'j Z Ji o 0 PRESSURE,STRUCTURAIJ CYCLE TEST PRESSURE,FRAME INSTALLATION,EQUAL-LED_-7 a ANALYSIS AND GLASS PER ASTM E1300. INSTALLATION,IM.FlN A_-__B I / / I k y I TI p I I y I W Z 33 INSTALLATION,INT.FIN B_I. P y'7 f X W as 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNER ASSEMGLY_.-_-.10 t Z DESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES._.-._A, TOTHEREOUIREO DESIGN PRESSURE.THE 33.113%STRESS PARTS LIST.............___71 MAX. L 1 '� - 1l_ J 1 - INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS TR I-. WIDTH =.I F•--WIDTH-�I F 'MOTH-1 F-WOTH--I PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR TABLE 1: 1 - - ! THE EVALUATON OF ANCHORS INTO WOOD.ANCHORSTHAT Tr-- —� T —� T�'` —� T� • ,ZWW�... aQp, T Suet ��(':' 11CFyy.'• �! CO ME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS YP4 DescYPBon SHALLMEETTHE REQUIREMENTS OF THE FLORIDA 11 i � a BURDWGCODE FOR CORROSION RESISTANCE. I 7)Iw LWrd ifi•An-.999'P/B•3�16'HSI 2 w i z I I s A'obBT05 :- 2 711fr 16'HS-mT FV •11S HS 2 t 1 - B)REFERENCES:TEST REPORTS FTL-3BJ5.3850&7217 3 1.111E 1un4 Y.+ iST-7/iS Atr•1�1S An-.090'PVB-L18'Hb J 1 - 1 .L L'_ -J �L J ''O: ELCO ULTRACON NOq ELCO CRETEFLEXNOA;ANSVAF&PA q 1-V,8'UM Kt 16 T•711S AV•JI7 B'HS•.PJO"PVB•3116'HS 3 'I �t �$(6 NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN WIDTH - F— WITH"{ F^, WIDTH F-Y/IDTH-I �� MANUAL 5 7HS L4m1 16'An-.0.90"SG•3/78'An 4 F• -- r--- r� -, n�'- STATE Op 8 71/8'IAml 311E HS_,090'SG-J/1S IS 4 Tr-- -� T T Tr--- :�iD'••tOnIDP ='ate: 10)THE 720 SERIES USES A PVB INTERLAYER,THE 8207 1•Vi8'l&M.K3 1ST•711S Atr•311fi•M•.1190'SG-JHB'An 5 o ( ( t rrr s/0•.....•'�.2ii`� SERIESUB SAN SO INTERLAYER.THE 720 AND 820 SERIES B 7-111S LxmL Ki 1ST-71t6'Atr•3118'FS-.090'SG•]l1S HS ( _ !lf/l riLlF s� MAY ALSO BE REFERRED AS THE 701 SERIES. 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O L X N C O Arch S�dabOm DiVa_ MkI.Efteft N Spicily w Z O n m 7 'w! WINDOW BUCK P.T. aA m me 0 ) 1 taB' 1r o W m Y .-- O 5N0 HE IGHT• AkOnkum;m61T5 mk. 1B• 0.00]•' 12' n> O O < Z 2•y4• INSTALLATION otxrr 111aa10 ss scmw o m O AM SUM 31B• 0.0&T• 12' z IL .� f LL METHOD slam slw.ar.33 mirt wa- o.04S to Ga• IT Q 0 INSTALLATION ANCHOR P.T.Sd4Mm PN0(SO=0.55) BI78' 1a8' IT J m UNDERNFATHTHE Alumiu4n,eDBlTS min. 3/5• O.o 1r z BEADING EXTERIOR 012 a014 Steel Sc (05) q38 fitcel !1w 0.0m. 12, N SlOeI SIW Gr.bmlrt wr 0.o4S 180a- IT m 4 r>a3 Utgmm4d CNU,(ASTM OBO) ?2-Mr I-t/r tr vim I-0ADE APPROVED MULLION 1N•41D SS MleFka30 Z 21 SEE SEPERATEN ALUMINUM Cercmte(mt.3.35 k0p 1' tar A2* ( OA)• Cnnemle(mlrt 2B3 keD 1• ta4'a STEEL FRAMINGOftSTEEL STUD R.N427 a ONrt 287 kaB 2.17 ta5 Z ? ZSEE SUBSTRATE PROPERTIES, Vr St.I LILL— Urcmuta�CMU(ASTM CAD) 2-tlr 1-174' 0 3 LUTABLE B,THIS SHEET �1/4'MAX SHIMz z MIN.OF 3 THREADS BEYOND THE METAL SVBSTWITE. lxwNIODET HISSM w,n�aa SEE NOTE 2,THIS SHEEP i� _ CONCRETEPER •I ... EMBEDMENT ANCHOR INSTALLATION NOTES: ' REOUIREMENT 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT/WD EDGE DISTANCE LIMITS. - • x.WOOD BUCKS DEPICTED ON THIS SHEETAS'7X',ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-1/2'.IX WOOD BUCKS ARE �f_ INSTALLATION `� EDGE TY1_ANCHORTYPE,EM— ENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE:WOOD BUCKS DEPICTED AS 7W ARE t-12'THICK OR GREATER DISTANCE AND EOGEDISTANCEPER INSTALLATION TO THESUBSTRATE 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 IJ SUPPORT TO THE WINDOW FRAME 4.IF APPUCABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MILLION NOAAPPLIES TO WHOLE SYSTEM. A.LYNN MOLER PE PJ 5BT05 I , I I I it I it i I a I i 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION rADGE OR FRAMING,SEE TYPE TYPE F EMBEDMENT TANCE NOTE 2•THIS SHEET 1X WOODBUCKSTRIP, EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION {�114'MAX TYPE EMBEDMENT L ~{ I SHLM TYP.ANCHOR TYPE.EMBEDMENT AND � EDGE EDGE DISTANCE PER SUBSTRATE, p{yppU�y,Gy( EDGE fi SEE TABLE 9.THIS SHEET DISTANCE �com1J9m9uiN:ke Fls),.'a DISTANCE =11 ND lrp-Q(p I 2 SHIM By 4 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE. 11 SEE TABLE 9.THIS SHEET EXTERIOR EXTERIOR URAMEMSED AT MEMBERS ��-•,.••• 4 I-l_ 1� 28 FRAM1W D.C.AS ONLY .: I� V S 11-7la'O.C.MAX. LONCRETE/CMU I VISIBLE LIGHT WIDTH= PER ANCHOR f WINDOW BUCK WIDTH-2.3r4 REQUIREMENT I WINDOW BUCK WIDTH CONCRETEJCMU U M DO WINDOW REQUIREMENT ER ANCH RK a BUCK HORIZONTAL SECTION C-C HEIGHT 1/4'MA%.SHOd >-n ^ +� O II (9 E12 STEEL O� N N � d SELF-DRILUNG SMS J rn c� IU r VISIBLE (GS).SEE TABLE 9,� I 2Q' .N�--LL m J — ❑ LIGHT THIS SHEET TABLES =tU HEIGHT. A hw st"traw;i Mfrt EOpa Mim Emftd 0t MaR QG V O X fn o 0 DI{Yw Bpaeky LU— O m 7 'oN BUCK Y✓U KM P.T.Swh0m Pme(S-0.55) 9Jte• I 1.r C W ID Y q O 0.U0 HEIGHT- 012 erMM 410 SS ScmW Akmkun fi063•TSmkt 9 17 �O 2a/4• INSTALLATION Aaeake are• .I D.nm•• 1r �i o.z O Steel Ste4,On as Mn am• I 0.0 r/B Gal- 1r H Z LL TYPE H P.T.soahem Piro(scwo.ss) wtr t tare• IT g O 7 EXTERIOR A`­ An,hbea-175 m wr I O&W• 1r tll2 orf74 Sted Semr(65) z ~ AW Skal &W O(18 1r 9$ J+yS 15 skn stw.Dr.a n,Irt aJe• I o.o4s•Ne a• tr rn U mNN CMU,(ASTM Ci0) 2-Ur 1-t14' 1r ? Fa• y NWAFDADE APPROVED MULLION I/4'410 SS QekFlee Ul r. 21 (SEE SEPERATE NON,ALUMINUM, Caroreie(mh 3J4 M9 1• laid' Ir Z O ? Z STEEL FRAMING OR STEEL STUD. Concmto mhu 2E5 kep 7' laid' 1r Z O ruaS fi Concrete(mek2NN'Ll 2-2 '.I 1a 1Y SEE SUBSTRATE PROPERTIES, 114'SteN l➢trscon Ur CMU. STM O9D) 2-ar 1 1-1N' 1Y O W O O TABLE 9.7HIS SHEET 3 t�I N S GretRt4 CM .STY 1) 1ar 12 L� ❑ —I t.� r-1/4'MA%$MM 5116•Steel tpmcal Corrcrek utmk].s b0 1-VP 1a,'4• tr tR3 Q 33 Grou1W CMU .STM G80 2.11r 1al4• IT X w as MIN.OF 3 THREADS BEYONOTHE METAL SUBSTRATE _A I a W } 1%WOOD BUCKSTRIP, J�a+o w SEE NOTE 2.THIS SHEET . CONCRETE PER _ EMBEDMENT - ANCHOR INSTALLATION NOTES •� - _ •,' REQUIREMENT ' •' 1 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. INSTALLATION Z.WOOD BULKS DEPICTED ON THIS SHEET AS'1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-Ir'.IXWOOD BUCKS ARE u / � - I EDGE 7Yp,ANCHOR TYPE,EMBEDMENT OP71ONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS RX'ME7-12'THICK OR GREATER s D Ib TYPE Y'�pISTANCE AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING SUBSTRATE.SEE TABLE 9.THIS SHEET JURISDICTION. VERTICAL SECTION D-D " 3.FOR ATTACFONENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZETO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4.IF APPLICABLE.LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MdLER PE- P .E0567W , I r II I, , it 'I I I I i i I a TYR ANCHOR TYPE. 2X WOOD BUCKSTRIP EMBEDMENT AND EDGE EMBEDMENT OR FRAMING,SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIS SHFFT TYPE J TYPE K SEE TABLE 10.THIS SHEET EDGE EDGE DISTANCE DISTANCE 114'MAX EDGE DISTANCE--I INSTALLATION �"'-SHIM m ooDRI�Wo TYPEI O 2XWOODBUCKSTRIP gyp ,„uD�Fkdb 2X W000 BUCK.STRIP OR FRAMING.SEE 8.1fte Code OR FRAMING,SEE NOTE 2,TryIS SHEET nscep�No 16ro6Z4�1 NOTE A THIS SHEET Ore 114'MAX _.ANCHOR TYPE,EMIEDM9ENTAND Br 3 SHIM EDGE DISTANCE PER SUBSTRATE, OSEETABLE IO,THIS SHEET Nsn MomR q 6 EMBEDMENT 3 EMBEDMENT 11 I m USED AT CURVED 'm U1 u .11 E_%� 29 FRAMEMEMBERSONLY ®11.7/6.O.C.MAX. s s EXTERIOR PI y mWINDOW 11 S > a V) BUCK VISMELIGHTWIDTHc HEIGHT 114'MA%.SHIM WINDOW MNDOI MUCK H•2-3/a• N w z K WINDOW BUCK WIDTH Uj VISIBLE INSTALLATION HORIZONTAL SECTION E-E z LIGHT TYPE L C.)U X N yy HEIGHT- a WINDOW FW-Z Om v O ''n BUCK HO STEEL oL> y C7 HEIGHT- O OZ SELF-DRILLING SMS 2-3/4' (GS),SEE TABLE l0, '-Z 4.Z THIS SHEET TABLEID: I O Min Edge Mo.O.C. A.1ba, s.blb p Diet— 3 c F 2-IrZ X.113'BW Neil P.T.Soumm Pete G-0.65 WIS. s, ® Z Z I»y5 2-lR'X.13I'Canmw NNI P.T Soumrn Pap GN.aa law 6. � O F 2-U2'X.14S'Rwln Nee P.T.Swth—P G�W Sw s, O !Q- Z 21 P.T.Samem Pale G�O.fiS Il/r a, J 6 2X WOOD BUCKSTRIP EXTERIOR 0.093'ANmll m.6063-TSmh 9I1S' s, a Z ads OR FRAMING,SEE _ R10 X 1'Stwl Scrmr Ip6'A30 Simi ails, S' NOTE 2.IHIS SHEET 4D4s,1B Ge SId"u Gr.33 511s, s, p Z n� 6 I11MAXSHW MIAMLDAOE APPROVED MUWIXJ W Ji_ (SEESEPERATENOA)ALUMINUM, 'MIN.OF3TNREAOSBEYOND7HEMETPLSUB577UTE O X z as STEtiL FRM1INO OR STEEL STUD. u LL SEE SUBSTRATE PROPERTIES, anal'�sa0 save INSTALLATION TABLE 10.THIS SHEET TYPE J' i EDGE DISTANCE _L INSTALLATION NOTES: _ - TYP.ANCHOR TYPE.EMBEOIeENT 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. EMBEDMENT -y AND EDGE OI6TANCE PER , SUBSTRATE,SEE TABLE 10.THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEETAS-1X'.ARE BUCKS WHOSETOTAL THICKNESS IS LESS THAN 1-12'.1XWOODBUCKSAAE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS WARE I-12'THICK OR GREATER ✓-��Ib VERTICAL SECTION F-F INSTALLATN TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING NRISDICTIOON. 3.FOR ATTACHMENTTO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZETOPROVIDE FULLSUPPORTTO THE WINDOWFRAME. . 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MLILUON NOAAPPUES TO WHOLE SYSTEM. A.LYNN MILLER P.E I P.EBwm I I I I I I �i I 2X WOOD BUCKSTRIP EDGE OR FRAMING.SEE INSTALLATION TYPE M INSTALLATION EMBEOIAEM DISTANCE NOTE 2.THIS SHEET INSTALLATION TYPE M F&FOR THIS INSTALLATION­I TYPE N EMBED MEM METHOD ONLY. 'FOR THIS INSTALLATION 114'MAX ANCHORS MAYBE NO � t METHODONLY, •MORE THAN V'O.C. I ANCHORS EMBEDMENT SHIM 1X WOOD BUCKSTRIP,SEE SRODUCf RI=I'13E0 •MORE THAN 6.O.C. 97�:ffl1 j O 2%WOOD BUCKSTRIP NOTE 2.THIS SHEEP m��,vlrin3�'mr roM1y J--L ORFRAMING,SEE Bsm wwC� NOTE 2,THIS SHEET TYP.ANCNORTYMEMBEDMENTANDSHIMEDGEDISTANCE PER SUBSTRATE.4 TYP.ANCHORTYPE, SSEE TABLE 7I.THIS SFIEET EMBEONENTAND EDGE DISTANCE PER SUBSTRATE. 11 SEE TABLE II.THIS SHEET 3 n USED AT CURVED EDGE D EXTERIOR 29 FRAME MEMBERS ONLY DISTANCE - EDGE 011-7VO.C.MAX. T DISTANCE z Y� E f PERAt EICMU 11 PER ANCHOR CONCRETEIGMU Y LO WINDOW REQUIREMEN7 q BUCK VISIBLE UGHTWIDTH• S REQUIREMENT ir PER HORa130: HT HEIGHT 1/4•MAX SHIM WINDOW BUCK WIDTH-2.314• N c WINOOWBUCKWIDTH EXTERIOR YA V O O N y ' d VISIBLE HORIZONTAL SECTION G-G p 0 LL R c z e INSTALLATION TYPE O z a m w HEIGHT" FOR THIS INSTALLA7II N a0.I IWJ x N � 0 WINDOW 'METHOD ONLY, TABLE 11: F-Z 000 O = -37 av0 BUCK ANCHORS MAYBE NO HEIGHT- •MORE THAN 6'O.C. A.OW 51AYlate pew MllL EmDemrem MSpadWeR OC O YO ZO 0 23r4' P.T.Swllem Plro S-00. W16' I la/a' tr •-Z D.Z .� i U. 912 STEEL 812 m81a 410 SS S— Nurtdrum�-TS een wa% 0.083" A38 Steel 31L' I 0.03T• B• a SELF-DRILLING SMS Steel SWa G.33 meL 3M• OA44 1BGe• m Q (G5),SEE TABLE I0, P.T.SOWrom FiM G-0.55 W1e• !I 1a/4' K g y +N� THISSHEET Nmnlrem,500-TS min 31C 1 0.08T• S- ®•M,� z Z #12 tt 014 Steel Serer IDS) A36 Steel 31B• it 0.063. B' 0 1n 21 TYP.ANCHOR TYPE. EXTERIOR Steel Stud.O1.33 mkt. 311P 0.0w 18 Ga• S. B EMBEDMENT AND EDGE J'L U muka QdU.ASTM O-W 2.112• II 1-tr4' 17 4 O J DISTANCE PER SUBSTRATE. V 174'410 SS 0eteFTez C—te(ren 3.35 k) 1% d 1a/4•- 17 O Z -1 o 0 SEETABLEII,THISSHEET Cmmmte mb.2.55 1' ?I ta/1' 17 �+ NN 5 MUWJ-0AOE APPROVED MUl1fON CmOrele min 2.l5 keltare• 1z w O Z n �1Po'MA%SHIM (SEE SEPERATE NOA).ALUMINUM, 114'Steel HNatnn IWktl Q4U,ASTM C&0 2-112 'I f-V4' 1i U W 2+3 STEEL FRAlAND OR S1Et1S7UD. I LL ILL as SEE SUBSTRATE PROPERTIES, Gloated CMU 3.5 2-11Y 1a +z INSTALLATION TABLE I I.THHIS SHEET sHc sw uveem DeAe1�'' K3.6 Ra, I-va• Tara• +z �,,,�� . -T 1X WOOD SUCKSTRIP. •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE ODD) I211z 1a/4• 12 TYPE N SEE NOTE 2,THIS SHEET b. H INSTALLATION NOTES, j EMBEDMENT ' - •. 1.USE ONLYANCNORS LISTED ONTHIS SHEET.FOLLOW F1dBEDM1ENf AND EDGE DISTAN LIMITS. 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'1X',ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN t-1Q'.1X W000 BUCKBARE * is OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLVTO SOLID CONCRETE WOOD BUCKS DEPICTED AS'2C ARE 1-1R'THIICK OR GREATER G d I•• EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED SYOTHERS OR AS APPROVED BY AUTHORITY HAVING : -"-I DISTANCE NRISOICTION. VERTICAL SECTION H-H 3.FOR ATTACHMENT TOMETAL THE STRUCTURAL MEMBER SHALL BEOFA SIZE TOPROVIDEFULL9PPORTTOTHEYANDOWFRAME _ 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. A LYNN MRIER,PE I� P.E25BT05 it I� II \ \ 5 m p �A Om mb ppO N 5 T O A �+ m QO - , mgA \ i a'g A by O O fin O N Zm I �j I M mb mp N m z�om H H F �O ev C Row 6 Rev- +� . 1070 TECHNOLOGY DRIVE rL 34 t P.O.BOX 152. NOKOMIS,FL$4274 &µµ V ' 8 p-� - CERT.OF AHTH.029296 (941}480-1800 O FO(ED WINDOW INSTALLATION GUIDELINES 4112113 BOM,EXTRUSIONS AND CORNERS g9 J ROSOWSKI PW-20 NTSJ�j 10 OF 11 j; MD-720.820-1 III B i f, • I 2.784• 2.784---- TABLE B: l�� .W4'—��— I IA4'—►IL►� lfEnl POT PertW Description Material I p 074' G62' 074'�j�III''� r O6Y 1 .074' .08T 1 4253C Flanged Frame At...6003-T6 faTfi'i 2 4205 E vaN Frame Alum.8083T5� 1s7s .436' •�ru^Be1J1-^e-.4��u�u 'll' q e9 --rr-- L500 47E' � 7�HylcgacwYhee Flornh 3 4258 Integral Fin Fame Alum.6063-T6 1 .B�..omr } —.p5prxr l ��.050"'�' Aegmoc No 2 I I I - 4g 4 4255 7/10'I.eml.Glass Bearing Alum.6083-T5 FLANGE FRAME EQUAL-LEG FRAME ,G7r 5 4254 I.G.Glass Beading Alum.6063-T5 2 1.125 D.e IL :I.,O#4253C,6063-T5 W4285,6063-T5 ;a nW,poa. 8. 4270 Installation Fastener Cmer Alum.608345 FIN FRAME SS 4224 Installation Fastener Cr Rigid PVC 31 Corer O#4256,8083-T6 10 70589C Gasket(at BO'eomerjoints) Polyeltlylene 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Dum.85+/-1 �—►I 7206- �- �+I F+-a4s ,IR.OSA5I18-ADDED TtilS 51a:ET 13 Dow e99,GE 7700 Silicone or Equiv. t� —�I tAa7• Imo— a WITH SPACERS 6 MOVED PARIS. 20 71662K Setting Block,Morro.3r16'x 711F x 4' Neoprene,Duro.85+/-1 .87s Bull IIrIID"� '87s V 21 71704AK Setting Block,I.G.311s x 1.3132-x 4' Neoprene,Dune.85 47-1 Gam. 29 #a x 1-V4'FH SMS Stainless Steel "�-O � — 4.7 y m urut �a 30 781PDX ae x 1•Quad PH EMS Stainless Steel O ASS 8 1/4'BEADING I.G.GLASS INSTALLATION > v O GLASS BEADING O BEADING FASTENER COVER O 4 #4258,8083-T5 5 #4254,6083-TS,I sa #4270,6063-T5 } N o;.p 0 W , C0 v 7 W N J J on Z 41 A Z LL $ W UU XN m W ALUMINUM FIU-Z m y 5 to 7 SILICONE HOT4AELT BUTYLf MENT POLYISO• DESICCANT FILL AREA n j Y Z Z STRUCTURAL BIrTYLFNE 'I51ts NOM. Z O.Z O of Z LL STRUCTURAL SILIFO 311s NOM. SEAL SILICONE SEAL ~ U O 114•NOM. POLYISOBUTYLEN WITH ,� BUTYL ROLL-FORMED I g O WITH DESICCANT DESICCANT DESICCANTFSTAINLESS STEELZ$ NQEXT.GLASS EXT.GLASS EXT.GLAS Z OGLASStozINT.GLASS INT.GLASS S 2 INi.GLASS O 3 X N N w O w n rY KQDISPACE SUPER DURASEAL® XL EDGE"' m a 7ss roc 4SG TPS SPACER®NXT"' OSPACER OSPACER l j TABLE Ilk Part# Description Material 1 75 Kommeding 4SG TPS Spacer System G `6 See this II e ua ex Super Spacer nXr with Hot Malt Butyl ..7 Q n pac ttty I ..Pe - Sheet for 77 Quanex Duraseal Spacer Materials , 78 Cardinal)4.Edge Spacer RFFEREI CE TEST REPORTS:FTL-8117,8968 60970 j A LYN4 MILER,PE PEN Was t i I I !