The URL can be used to link to this page

Home My WebLink AboutNOAgCABNY ED St. Lucie County MIMI®D/1DE i DEPARTMENT OF REGULATORYAND EI BOARD AND CODE ADMIDIIST UMON D1 1070 Technology Drive North Veniee,FL34275 SCOPE: This NOA is being issued under the applicable rules and re materials. The documentation submitted has been reviewed a Product Control Section to be used in Miami Dade County an Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated belt Section (En Miami --Dade County) and/or the AHJ (in areas othe to have this product or material tested for quality assurance 1 perform in the accepted manner, the manufacturer will incur t immediately revoke, modify, or suspend the use of such produ reserves the right to revoke this acceptance, if it is determilu Section that this product or material fails to meet the requiremej This product is approved as described herein, and has been d Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series " PGT" Clipped Extruded Almninn APPROVAL DOCUMENT: Drawing No. 6300A titled "I sheets 1 .through" 25 of 25, prepared by manufa" dated 10/10114, signed and sealed by Anthony Lynn Miller, P Control Revision stamp with the Notice of Acceptance mma County Product Control Section. LABELING: Each unit shall bear a permanent label with t model/series, and following statement: "Miami Dade County 1 noted herein. RENEWAL of this NOA shall be considamd after a rcnowal no chango is tt o nt,Plioabto building oodo nogatiWly a$eotarS t TERMINATION of this NOA will occur after the expiration in the materials, use, and/or manufacture of the product or pro of any product, for sales, advertising or any other purposes sh to comply with any section of this NOA shall be cause for term ADVEATISEMENT: The NOA number preceded by the followed by the expiration date may be displayed in advertis displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provi distributors and shall be available for inspection it the job site r This NOA revises and renews NOA# 14-1105.01 and consists E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, %"'OPY MMMYDADE COUNTY PRODUCT CONTROLSECTION 1105 SW 26 Sheet, Room 208 T,(786) 3154590 F (786) 315-2599 ations governing the use of construction accepted .by Miami Dade County RER - her areas where allowed by the Authority . The Miami -Dade County Product Control ban Miami -Dade County) reserve the right :poses. If this product or material fails to expense of such testing and the AHJ may or material within their jurisdiction. RER by Miami --]Jade County Product Control ofthe applicable building code. geed to comply with the Florida Building TubeMullion—L.M.J. fact -Resists» tAluminum Tube Mullions", A dated 08/29nI, with revision B bearing tho!Mimd4)ade County Product and expiration date by the Miami -Dade is name or logo, city, state, Approved", unless otherwise lication husibcon Sled and there has been ;arformeaceof this produaL j or if there has been a revision or change : Misuse'of this NOA as an endorsement uutomaticalij terminate this NOA. Failure ion and rembval of NOA. orris Miami -Dade County, Florida, and literature. If any portion of the NOA is to the user by the manufacturer or its page 1 and evidence pages El and ,�1�16A'NoI6,0218�' Expiration Date May26, 2021 j Approval Date: April 142016 Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBi1NIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 10:0819.05) 2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube .Mullions", sheets 1 through 25 of 25, dated 08129/11, with revision B dated 10/10/14, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05165111, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 10-0819. 05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5'n Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manue a ez, P.E. Product Con of andner NOA No. 6.0218.03 Expiration Date: May 26, 2021 E-1 Approval Date: April 14 2016 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L, approved on 02/12/15 and expiring on 05/26116. b Or Manuel P.E. Productc IE miner NOA No.-0218.03 Expiration Date: May26,2021 E-2 Approval Date: April 142016 SUITABLE FOR ALL LOCATIONS REQUIRINO GENERAL NOTES: NMPACT OR LARGE AND SEMI MISSILESILEIMPACT-RESISTANT PRODUCTS MULLIONONLY. i) DETAILS MOWN ME FOR THE MULLION ANCHORS SHOWN ARE INADDITION TDANYANCHORS REWIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE MOWN. EACH STATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD, OPTONAL 1X OR ZX WOOD BUCKS IF USED, MUST BEANCHORED PROPERLY TO TRANSFER LOADSANDARE TOBEDESIONEDBYORCRS, F GUF MOLT E--DI'F.MxGWEII1FmivGUIWLNutt----I ARCHES TORO 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS.MULLIONS MULLIONS / SUSUBMU I INSCRGPDINWH HAVE BEEN TESTED AS 'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHO 10 THE MULLION CLIPS, UUT SHALL AO,a,1k -11MIANGUIM NOT HAVE A GAP OF MORE THAN lie FROM THE CUP. "'"}�.�_.� ""' ----•-- 3) THE ANCHORAGE METHODS SHOWN HAVE SEEN DESMNED70 RESISTTHEWINOLOAXiCORNESPONOING T07HU REQUIRED Ij DESIGN PRESSURE. MULLIONS ARE CALCULATEOTO DEFLECT NOMORE THAN LIM. THE HSSTRESS INCREASE WAS NOT USED INTHISANCHOREVALUATION THE COLOAIDURATION FACTORWASUSED FOR7HEEVNLNTIONOFW00DSCNEWE.. TL 4)PROPERSEILINGOFENTIREASSEMOLYIS7HERESPONSIBELTVOFOTHERSANDISOEIONDTHESCOPEOFTHESE INSTRUCTIONS. we UETAB� AllmVa; \ /III i; ` DJ USE7HE COMBINED WIDTH OR HEIGHT OF ONLYTWOADJACENT FENESTRATION PRODUCTS TO DETFAMNEPNESSUKCSAND =ihilmu.E pEpDETALLO ANCHORAGE FOR7HE COMMON MULLION, SEE EXAMPLES ON THIS SHEETAND SHEET 74.FOR MULTIPLEUNRB, CONSIDER —�• I" —"' 1 U8. NA ONLYTWO ADJACENT UNITS AT A TIME WHEN USINGTHE DESIGN PRESSUREANDANCHPAGE TABLES. iHELOWEST DESIGN _. i1 ill aPe O' PRESSUREOFMULTIPLEMULLIONSORFENESTRATIONPRODUCTBSHALLAPPLY. L MULL ` FOR B)WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THENEXT SZE SHOWN ON THE TAULE(G). oc6DETAL6. FertL 71ANOHOREMBEDMERLY TOTSEMATERMLSHALLBEBSTONDWALL ONCHORSS BNCCDATEDWOODBUCKS RCORRYOTHERS. MUST /HORIZONTAL mGy,F2 BSANOROREDPROPERUBSTRA EMATELOADSTOMILARM MATERIALS ANCHORS SHALLSF COATEOOfl COpROSMRESISTANT REACTIONS. FOR SUBSTRATE MANDREL. DISSIMILAR MATERIAL96HALLBE PRCTEMED AS REQUIRED TO PREVENT pPACTI0N8. FENESTRATION 0) REFERENCE TEST REPORTS:FTL•6443; ELCO ULTRACOWAGGHE•GATOR NOA'S PRODUCTS MAY lceOR,ou RB. O)MULUONS AND CLIPS HAVEDEEN DESIGNED&TESTED TO COWLYWITH THE REOUIRSIENTSOF THE FLORIDA WILDING MANUFACTURED CODE, AND AREAPPROVEO FOR IMPACTAND NON -IMPACT APPLICATIONS. MULUONSARE ONLY TO BE USED MTN DYNEPGT•APPROVED FENESTRATION PRODUCTS HL4VINGcLHVMNTAppROVAIS. 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE KVHL Fµ...�_T /mA�Oro d—.I Ti)QUATITY OF UNITS WITHINA MULTIPLE MULLEDASSEMBLY IS UNLIMITED PROVIDED WETS SPANANO OPENING E II.. I WNTWNEIGHTOF EACH INDIVIDUAL MULLION OOMPLIES WITH THEREOUIREMENTS OF INS NOA. LDNG,II IIgAEONTAL LENGTH INSTRUCTIONS: ADORIONALEXAMPLC9 OF MULL CDNPIOUR RON 1) DETERMINE THE DESIGN PRESSURE REOUIRUMFNTIW01�) FOR THE OPININSIISINOTHBAR E48TANDAgO. ""I'MMULL ML I" OPTWINa WIUnI--. I"-'NamLLmLLL6Nmlo—q 2) CHOOSEAMULLION TYPE7HAT WILL FIT THE DEPTH OF THEFENESTRATIONPRCOUCTSFRAMEOEPTR I— 'NE ' R' '` . 3)REFER TO SHEET 20 TO DETERMINE IF THE WIND LOADING 13'RCCTANOUTAR'QI'TRU6NOULAMfNPEZNE/C. 4)FlND THE CHOSEN MULLIONS ULLION CAPACITVRSSIPI'1 FROM S1.— INDENT FOR �I I TABLES IA THROUGH /O0.0N SHEET507MR000H 2O RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPERO 'IDTh RIOT HEIOHT(DEPENOING IR LENOTI a VERT. IF TCMULLION IS SPANNING VERTICALLYORHORIZONTALYL THE d1ULLI0 CAPACITY &%WJOUTAINEOSHNI MULL d d If MEETOR EXCEEDTHEGE&GN ERE48URE REQUIREMENT RESIFPI FOR THE OPENING ODTANEO STEP 1). Ldl—lOTLX ,II'YI'II' d)FROM THE $AMC TAULCUSED IN STEP 4)AUOVF. FINDTHE VALUE IN THE NEXTCDLUMN ANCHOR CAPACITY REQUIRED(LSS). THIS VALUE REPRESENTS THEWINDIAAD TRANSFERREOTO THSSUBSTM7G DYTHE ANCHp0.9ANO NIUSTBE METTO ATTAIN THEFULL SINGLE MULLION SINGLE MULLION FOB gTICaELW j MULLION CAPACITY. 'I FROM THECAPACTY ILSSI TABLE ON THE BAMESHEETAND USING YWRACTUALSUBSTRATECONORION(MULTIPLE Tma�xmEnt 1 J• CACORISUBSTRATFJANCNORCLIP PATTERN MAVAPPLY) SELECT AN ANCHOR CUP PATTERN ANDVERiFYTHATiHC RFOUIgEOIWCHOR BEE CgWiSPoNOGXTOdTA1LH Cal! hRhUDA'$ OAPACITYISME7. FRoMRo0nd1A6ov6. T) IFITHEMULLIONCAPACITY(LOSIFTROBTAINEDINTHETABLL"IS HIOHER7HANTIC DESr1G_ __. NPRE$SUp3E0UIREMEN1LBSIFT'I FOR7HE OPENING, YOU MAY USE 7T0E "ANCHOR CAPACITY ADJUSTMENT FORMVIA"TOOOIAI THELOWERANCHORCAPACRYREGUINED.WITHTHIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY OE SCLECTEO FOR THE SAME S W STRATC Sr DAD 9 (FBCJ, BTHEDITIDN •2014 FLORIDAB R012 O)VERIFY THE DESIGN PRESSURE RATING FOR THE FENESTRATION PROOUCf 70 BE USEOANO COMPARE. WITH THE FINAL MULLION •ANSUAFSPA NDS•2012 FOR WOOD CONSTRUCTION FORW CAPACITY IIOS�FT'10BTANEO FOR THE MULLION SYSTEM, THE LOWER OF THE TOO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION •ALUMINUM DESIGN MANIIAL,ADM•2010 PRODUCT ASSEMBLY. •AISNSI(XLoNSb2DTO 0) HIGHUGµT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATIONWHFN USING THIS NDA TO APPLY FOR APERMIT. No. 61170, DETAIL C: MULLION DIRECTLY ATTACHED TO 'MASONRY STRUCTURE (STANDARD CLIP SHOWN) FITE:ROTT� �\�' I -PL 6UOMMIE, ETAIMLpai ovvsETAnAL ..I. � I ,� 6EErYBLEa1141w �� `� II FOEfi ¢IBrMCF Tll I¢OW11M � �'I I �• �/-ANdNNtS� I 1 � I I I j^ ^ /• \ EXTERIOR n^ ^ EF�¢OIE��Y'�•tyA ^� \ ."TN60YF9ETGWI9' I FflECNHN0E0fdi MCMOM `-.E \� -_4 N1 NEdN Y NMW ^ • OINFfl PPNG1YPE&� .11 IYP, MCNQI 6UFIi01Ad1YP,AHCNOII /�/i" PFNd01MM1P / AND /i ///mil nETMLESI¢•1]¢ ,. —.. ATTACHMENT .-1%.f�� i OYOIHERG, 4_^•cr I.1 EA10E Mal! 1. • :'. ::' • : - BFCNOTF 1. , 1 amen� _.Y. Y IIYYII /•--d-tliMMCG MFi)YXM00]gM1F+�. dE _ MW].T N&CONdi¢IEOR QN 10.1311.1]tl F 4�1hE SIDEVIEW INSTALLATION NOTES,• 1)ANCHOR EMBEDMENT TO BASE MATERIAL &HALL DE BEYOND WALL ORESSINGOR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY, BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR 70 ANCHOR DISTANCE, THE CORREOTOUANTRYAND LOCATION OF ANCHORS MUSTBE FOLLOWED, REFERTO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A•D, EITHER THE STANDARO OR INTERIOR CLIP MAY BE mm. S) ANCHOR HM07YPEMAY BE PANHEAD, HEXHEAD OR FLATHEAD. A) WOOD BUCKS ARE OPTIONAL, BEE DETAIL C,SHEET S 6) FOR MASONRY APPLICATIONS IN MIAMPOADE COUNTY, USE ONLY MIAMWAD E COUNTY APPROVED ELCO ULTRACON OR ELCO 114.8.8. AGGREDATORMMONRYANCHORS. FRONT VIEW EXTERIOR DETAIL F; MULLION TO MULLION INTERSECTION hni0i (U•CLIP) 1)MAY 8EINSTALLED IN'TEE•OR'CROSS- ' INTERSECTIONS. VMIE 2) MAY BE INSTALLED HORIZONTALLYONTALLY _ IN ALLY. •—D d)&EE UCIIPDRAWING8,6HEETe di-2d TO_ PVIEW PORCORf1E8PONDINO MULUON. FRONT VIEW NOTES: XTERIOR V 6FEEIIEEIG]1•]]FTNI 11a¢LocAnoua EOOF EimANc¢_ GEE TMLEO 10.1]0 SIDE VIEW DETAIL D; MULLION ATTACHED TO STEELSTUD (STANDARD CLIP SHOWN) 1) FOR 2X WOOO.RACXED STEEL STUDS, WOOD ANCHOR VALUES MAYBE USED. 2) SEE COHHESPONONG MULLION TABLES, SHEETS 6.20. FOR QUINTITY OF SCREWS, 49 0 EEGE OIETAHCE BEETMLE9 IWIN1 SIDE VIEW i 4 yy i i i i i y 6 4 i 1.26p- al -• .100' MULLION 19G'X18P 0000,STF-06TTIIONN, WMV 0063.1 *Sr --1 .020, 1.-h- 1.2SXa26'XA24' 1.25'X3.04-XA24• MULLION MULLION 000640ALUM. 600S76ALUM X•SEOTION XSEOTroN 3TW MIN.' 2AT'�' .37fi' MIN. CR¢AlC PQlp, 80E ODTALP. eN¢ET4 1r 1 I 1 I j I I I I I I I I i I I 1 I � i I I F STANDAROCLIP MUST LID ODD}TBALUM. II ,RPE TOPVIBW I 1 I I I I j H OT 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GNEN ON THIS SHEET. x) BEE SHEETS 0.20 FORSUGGEVED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. OFFSETCUP 0007•Tmum. Tolmaw 0' CkJ U41Lm 0003.70ALUM 10pww TA OI e n •-1h-.125' x.I •L ,126' AM6TIn•Ino•, - MIN. j MIN. 1 1 I I I i i 1 I 2XSANOLUOLIP 6003•TYALUM� TOIPVIEW- I Oimmtan NIW Foe MulllOn: DlmanAon Nluo On) Pat MUUbn1 O 1.000 A .12V Num113m rib 1. 6• X.024• AlmM TUb Ibn O I %800 1.430 a200 2.000 3 F 0 a1W 0. ST 1•%T .37fi• AAminum 6 T P O 2.2128 d28 .26' 3.04• X.024' Aluminum b M.3b0 2430 a000 I 1.6p0 auD F O 226D 0.760 17P 3.26• X.1DC mmh" Tlbn Mdl*n F 2. 0 F 2.810 ji M !jig 1 1. a2D0 TABLE D MUR Iah, A." (~Son POTPMP MUIUnP SM. CRP OXMIOUR UAXIP Anal#Cap 1'X4'%.26'(10) 8WB4 B00111M BEOfl22M 80Bx41M 06081BM i'X4'X.26•(II) BOBIO 800112M 0881127M 080242M 808S10M 1'X4-X.3m`7'II1) 06051 000T2M R IIWM 088M2M 600510M IAS'X3-2m(.100(131 5IOD 1DI81 000112TM W011 CM 000111TM 00BIT24M W0001120M D801128M 8082410M 6882411M 00241M 006l118M 0685116M W547M 1.26'%a75`1.624.11A) I3 X&94`1.02406) W182 30Oepm(In 8G610 WA WA WA 500011DM 45 DS0m(20) 1 06050 WA WA WA 660S111M TABLE IRA Yul0pn O• K T•plo •ml 0alaReelyePOMID3minanT)etOpenHO NNphl(HrhwlzoMvyApelrilg mNomJ 1n46A25 AMm•Tuw Mmfon QN Ibq WdYON wb NH WH 6 Not /}N O)mn1nB WMIh nwow. M�p 5g qe g 11PA 00o 11DD We 1mA m/ ImD IN 1/1.1 W] I/IA Tpp ImA Ue Ia1LiV yx IIOd imp ImA 11gp I'a IN -A Laos NL/'NI mN qp i0/ ip III -.W Wp Yl lwOnp gIIyB', npp IlOA Im0 110.0 IWa M 11g0 I/dT .�(jj yp8p}� N0 m/ ON Iy ml 7/0. yp ]per ypyg I7g0 1m.0 ImA 1T0.0 10e.t INA 1W0 mN tlp pp aR W ND p0 IN IIN IW Nr wfs-ii yg nDA ImA IIAA I140 Ifa0 Im1 21a0 IqI A' /m eN B]i mi m lie TN w a^� ImD I10.a IT1D I1L0 IIL1 mD IILI 10H ge�46$' 106 1W ION IIN IIN IIN NI Mlyl gpRy' tt0.0 IWD 1mA 1HA I]e,1 INA IWA Wp yj l0 v ye�g W} 1131 IIN IIN IIN] Wl N) 1p1@j 1m,o Imo Im.0 Ina IN.f 21:0 Ind "p yp�� all WI m m Nb m m Rft g 1� ImA IW,1 fU.2 11fA Rif 91.9 WN 0 ilia NO Im 11N lap pro pN 9eP•wry. Lw4N 46 -!'"I f140 I2DD I2a0 fYl 121A iDq] i WI an Tp W/ ql m1 im no. looft it fl mol INA IMU Ina]IIN INA N.T ptT INN n i IRO I= I1N IIN} m wl 9pRMp. LOIh2 �@ Imo 1m0 TWA Imo I>W Ike 1Wa i8 WI m IN IN NI no m RMn WAN 96 flag au fl" mJ 1il T" bep ImN • NN NN Im IIN Iw1 NI IIt TRJMup. N1N0 Sfl iR0 I= Imp Imo Iml Im N.f x all No IN NI m TN in nslapltl Lnb,§q $Bg' Itl INA 111] INA bW 11.1 CIA ml Hoh Im Im lye Ilm Iwi m Wi TpV( Lw4p fill) IIOA trap Imd Ina 1i0.1 INA N.p WI Op TM ml TN IN 111 fl-pNt Io1'YN SSpqpAqp$Bqp yfl tyl W.i pJ I/A W,0 mt Ot.] IWN 9µAN" Leary 9C 12ga tme Imo 'm"a NLI ING WA y WI wD iN NI TI} IN 111 i� fIro 11W t7b IIN iwi No Ni IJ�O mb till m 1-7 lU Ili] w NIA w uIA Np Imp m µa a m1 IN " Np Y./ NO N.0 Np nJ p1e ma Np iL] WO N.a NI y.a N] 12d w1 2L1 NI ifH I0f.0 m 111A OI1 N.i 'a m 1ws ON all /W IOA w0 tt1 m NJ Dro NJ m 144 an 01,0 m} 0W II] ml 2W NA m} 11.3 m e40 en U.1 m mA m] NH /U' N] TI.1 W/ iN NA 021 m] m fill an Nf IN 11A fro bP T2/ N.I NI b]A ttl µ/ OW ILL NI NA 5N Ud m INA my yA ttl W.0 mb NH - pJ /W m0 w] m1 p1 /L7 W �NA /N N,b w1' p.l IN µ/ ON N./ N} N.0 W Ud IN i1D a1] NA IN U.1 N] i21 Im YI,T ON m1 Im INb 16] IN mp 1Y/ pA In Ipi Lip 9 IN ILA 412 µe /10 µe IN ]I.1 ly U.I NO 9LT /tt ]]A ]N mp IN m.1 4f/ mb Ita m.b IIN ILO IU UA m tflb itt 11.1 UI W/ m N.0 y] ]LI m mp NO 96,9 ]n UD m yl ]tt NA yl ml ]I/ TIA 21r 1/.• ]fl I/A }ID ILA ]tt 11.1 iN W.1 UI yd m ]D.0 yT ]IA ]le mJ in pA ]N Y0 m 91.1 ]DO W.I ip y9 Ui fab Ut m.l NI I0.1 1]t 11A no ImH and 4N ml pll 41J ]00 461 911 i1D a 9Li 1m '19.} 1N ID] }p laf mttJ >N TA13LFAR INN LTD 112 IfA IU F.GURE 1: • FIOURE2: • :GURE O: a ..G:gEA; • • FIGURE: FIGI1gE: FIGURED. FIGURED. FIGURE 7: 7.4 ANGLE CLIP (FIGURES ELL) MUST UE USED IN PAIRS. TAKE NOTES: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FO.i INFORMATION ON LOADING. SEE SHEETS &A FOR GENERAL INSTALLATION METHODS 2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTIS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMSIONS BEE SHEETS 2I 22, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOYN ON SHEETS 21.23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI30I SPECIFICATIONS HOLLOW AND GROUT•FRLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Owl. WOW SHALLIE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.66, ALUMINUM SHALL BE 0063.TE AND BE AKINYAUM OP AW TMCIL STEEL STUDS TO SEA MINIMUM GRADE 33 AND.O/S THICK (10 OAUGE6 STRUCTURAL STEEL TO BE AT LEA43T.111 TMCK AND A36, ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THRmOS BEYOND TI M. MATERIAL 0106 012 ANCHORS INTO WOOD MAY BE STEEL, IN BE. OR 410 S.S. .ANCHOR CAP... I' + Idpo�:ill70b i `%a A. LYNN LOLLBR. P.E. FL PEA 58105 I NtR.tl E Mull Dlm6ntl6R POT Pal f 6ot1q MDltlon 'SM, CUP UcllP Anole GRP r X.20^ po) 86002 ' 000204M 000271M 000S112M r x,26'(17) 06004 600262M 6002T2M 8000113M NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS OMEN ON THIS SHEET. t221ta� Y)SEE SHEEM&26FORS000ESTEO,APPRO%IMA7E HOLE LOCATIONS. G) SEE SHEETS2.4FOR OENERALINETALLATIONMETHODS. 1•-.._2,00 l ,1®t® 1 I I I I I I 1 I • 4__ 1 I I 1 I 2.116'N.ifi' I I MULLION � 0%SECTION 4 .L..._ I D•CLIP 00 U-CLIP M 2ASANGLECLIP 6 2.125 I 00 76ALUM. XSEG710N 2,000' "ECTION .. �d26' .�._ .12M I...6ED DETAILF. BNEEi4 ,J,.•MIN. E 0T6' .. _6.000•_._. ..........� � _ - MIN. I 1 I ' I I 2.490' I I I .......... _. I 1 I I........_. I 1 07fi• .i +1II ....__ ......�4 .._. ._. .. ...__...... ....._J..., . _. MIN. .�. S013.78 LI Tl@ 0M0.70ALUM, ALUM, gO ', OOWTBAlOM, 2%6ANOLE QIP G XEE TOPVIEW - OR 4'MI LpN 6HEEim CEMERDPANCHORtIOLEMUSTDE OW0.T6ALUM. OA. TOPMEW ---•WITHMTHEOARNED000NDARl TO,,jEW IOLE •1110'. CF.NTERDFANCHORHOLEAIUSTLIE _._.T.. THFIfdSNfnnrvwnmv «< SHEETS 0.20 FOR THE ANCHOR DC, �-DISTANCE NAlLMUM ANCHOR HOLE REAM F-CLIP, I ,mw,.n. w+cnanuWA[1EO1 D10'. :Ef1ETMR •076' I- ffliT4 ,'..MIN,- J_ .. .ST6' . •- I I I I I I I I 1 1 I E430' 6.42a I I I 1 i VALIP OW -76ALUM. USED FOR 2'X 0' MlR LION 61WFT 11 fOPvpW MIN. 2XIJ ANGLE OLIr 'i tib;•:�Y.GRn1n, O033-70ALUM. TOPVIEW A. LYiIN tiI�LL�I PI PFXFN: Mulon C• m T1ble Iblwl lfalDp P!••POMIO o70PanI0B N0gM WIMDmNe prAHIW InY4aW) mp mN aN MN IaN 110p Imp iONOpeNlg3flaM 2E4M20 _ WIN vwmW. la•0ne 10+ TMMONV flb N D� Tf+P11N•iP RWIpAe• D NI+ODe 1)+NfnenO WpOb T1SmINiB• b Rp•,p4• NI•+p a 1ig Ine01p LNMN L92 LINE IA•pne m+Ona4ip Loss, l�°Di �� I fi III IIh I la tlN- trapOro 1700 at IT0.0 /ne 110.0 nex 1m0 a0 110.0 IIY iro.0 a1tips 1210 Iron 'al UDO INS IaA 17aITY 170.0 %1 [INDINN RDA wf NN DOA ine 11" NI If0.0 ago 170A 011 4745 la D0.D w0 Imp tt]i Imo mi DOD Din imD W Ian 1417 1raA 010 DOA Des 1raoBm irY IM] IroA Oa 901 1ra0 NO spatl+ I)OA )4I 1raA NS 1roA eY ITOA NI ImD INe frae W IaA 11a IT0.0 m ROA tat! GoO ai Imp IIa Itap ine tip fro] IroA Ta Imp 20% ImA lm as 1ro.0 fenaN {/0.0 NTl iia0 ID Imo One IND H Imo ills ItO.D fa IraD 1%0 II0.0 ew Ir0.0 into Imo tlf ITOA INI ImO as Trot 110 170.0 net 17m 2a1 IroA al 20m ImA nel mN Ina as 1aA rol Imo feet IaA M Imp 1210 I/0A a1 nips flli 1ro.0 1N ITaO 10at Imo Dm MA 1%1 17A0 1W Aa0 ]tat 170.0 INS Im o 2/0 110.0 ma ETA aw Has 103 aN In on IRA TIa tra-0 f110 p0A Im ImA ti% Imp NO H4o NN Imp 1011 ROO Inn 1mA 1%e 170 Ian Iran 119 1/0.0 ae1 1roA Ila tne7 353 tab Lii 111.0 as 170.0 1111 NN nag OR 11. mp 110A II00 Imo DDT Imo as Ina IOa Imo 16f1 110.0 ma if0.0 I/a How ills IRA late Imo fail Imo NO flap INS 1610 2437 170.0 Ra Rap 3ee7 110.0 Itne mN IRA 10a 1ro.0 ail 1roA lap ImA IneB 17a0 ills IIOA IIa ImA Ilne 1TQ0 19e fro. IDD DOA 1316 INA 2120 Imo I3a 1414 210 flat line lap 21M glob ON 102 21U Imo RID mp Rap 119 INTO a1 IRA INa IRA test Dap 1510 170.0 Del Into Irol ITO,O Ism 1041 Into 1704 lal fees Rm flu 1st! ial IOm 70N 04s iMf 170A mr Irob tnel IOTA 16N Inef !pm INA sae RO 1a0 112T 1e11 imp Ills IRA felt INTO Rm IM) 1N2 {m.0 tat INA ON IlaO 1474 1%A INI fa/ tmt INA 11e1 1474 HIS pee IYI ties 1/N NO lam 117A IIN Om Hill fin into 1144 ilp,l We I= last I IRA I Ian I IOA Ito tilm feel t41.3 1111 DM on flu Ila No 11W IOTA IN7 1l1 Oa as 11a an 13a 10.2 Ila e3D INS Tap le% Yp 14.4 Ian fSUI 'last 12.9 me tall fOm Rat] DR /112 Ines M. 191 1a1 long 41.0 I2N as to" a.i 4a1 111 Iota MA Inn fit ne3 ' I sit 1 IDD lap OD 4a1 I 12a Rf mr 1%N 101A %1 lea• l% eai prl wall 744 Ill lib ap ai -1 YA Oa 0IA III BIA NO 01.6 ON as Its NB %I 1a0 T ]7A %1 140 7Y ] %1 1a0 RI IIIN a1 pip %2 at a.0 IT/ 11A $10 611 Oil mp ON II RO /at I30 /1D Y.l 1a N.T DID p1,0 Itl m/ /o NA Tat HI DID 14021142 214 Ott a.t iN fail T30 to m.0 1 a1 Tne at To as ]e0 e3e Oa 412 fY Ip ate IIA Ine NA en 37.7 IN 403 Nil ILO IN WA be ]ID is DID al 2A/ ine ]IA O31 IN In /i1 ate ap YAI mA lie 374 IY ]1A 010 ]iA /pl %2 Nil 2p2 ee! T eI a Inn 2At of, M Ia 21A NO I as 471 lai Otl tat NI WI Nl 17,2 la 1].t ate 1a0 NO MaMrCI k0i T.R. W DNeONp 2.W Ta2nN 3afAN. I YIXVaIII I Pi I will AnDNorCOppapml AI.WIWA viv DlDapm vYL eD w imanot SI@miOYpN VYP20Vman VYBDEb bl@Qkp VYaEkO ALONE 11201M1 028IM Apartment Vow. Aaacr G.La)911•r Ovp1a) pevee 1• 2•bT 1' 2•UT NT Y 2-VT P 2+VT T S1IY T 0.45 w ObiT Elp N lane 1m'Y im•4' lac S tAY INY Dll• 141C INC N Y tUY IaY 141a 2AaM1 UIT 1pM1 II./N ail C 1 NOpt W b ONp 9 DI >mp eNm HAS W4m OfiIM p alp ntlp p IA4Ae•Oiee•Mh 4.m Ia1AYW wapll 1tlm Ttlb UO2 iMb NM NOb WA melt WA Imb WA alp OEM Ilab AA1t .11'Mh 44101ptlW a 1 alpl Om Im f p NIA A amp NN MM NM IDA WA 1Nilb U21k0 lalp IM S N.44.I 03 !ep T p 1Npp lmm ONp NM lmlb tm01 own 10mm Nap p Oap DAWIM S WOO.! 80A 12p! tlmb Clap team tlb 2 b e saw Not Hines 1122M YaW+ N4 W 102M im as lalb SMMmn M151 IIIn OA,I p; hb.RVAkW. p 1 A IVA NM IYA IIM M IVA NM WA WA W -INA NM IYA an ON•Yp OA:IU IMe.m@A1m .NIA WA NM1 IYA IIM NIA WA -TVA WA IIM 2Aa eeaDYYn 4a/ pD ilOp impaSp it p Tlib NIA Zap -NIA Nllm NM WA WA NIA WA 21 a 3A4M 1.11'NNOIIIP .t Wp atop ]mbl % b Net 1!M Sap NM SOIm NM /Ob WA YA WA tole 111M 'an alb IAOb NOb FIGURE •IOUR� FIGURES: F -1 F OCIRCLEV VALUES ARE USED IN THE EXAMPLEONSHEET 24. FIGURE 01 • • FIGURE • 4: • TABLE NOTES: • • 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR • • • • GENERAL INSTALLATION METHODS SURER 21 LINEAR INTERPOLATION BETWEEN MULLLENOTHS ANOMROPMINGWIOTHSISALLOWADLE. ANDMULLIONCLIPS SHOWNARENOTTO SGAILEHOWN FOR EXACT DIMENSIONS, SHEETSGC51EO.APTOXIMTEDEDFILLED IN O)EFIELD THE OLL FIGURSEE FOLLOWING DIMFN6IONAL RESTRICTIONS SHOWN ONSHL'ET62I.72.FGURES 6110W S'JOOE61'ED, APPRO%IMATE HOLE HOLE LOCATIONS. LOCA710NS. eANCHORCAP.„ FIGURE 7: FIGURED: FIGURED: • •• • I(I FIGUREIP. pF• • �• ANGLE CIIp FIGURES 110 ( ) MUST DE USED IN PARS. 9)6UOSTPALC'FORM TO SHALLCONFORMTOLL WO HOLLOW YELLOW OUTHER•RLLEO CONCRETE BLOCK UNIT (CMU)BNM.LCONFORM TO ASTM C-DO, WOOD SHALL BE TREATED YELLOW 90U7HERN FINE WRHAN 600E 0.6B ALUMINUM SHALL BE0000-TSANDDEAMINIMUM OP.12WTHICK. STEEL STUDS TOSS A MINIMUMORADEMANO.046'THICK (to GAUGE} STRUCTURAL STEEL TO BE AT LEAST.12i THICK AND Ann. ALL ANCHORS INTO METALSKU EXTEND AT LEAST 3 SCREW THREADS BEYOND THEMATERIAL. 010 A 012 ANCHORS INTOWOOD MAYBE STEEL. I" S.S. OR4R6.S. ' .. 2'% 4'X.20'MULLION M(A11; UY t�!r �;L jf•'. <• •F�GIaILL;?L .' •If ��i 5�) �%`!• A. LY<JNIMILLER, P.E. __ FL P.E.N fi0705 SCANNED BY St. Lucie Count MIAMMADE NIIAMI DADE COUNTY MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I ISM SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2390 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadgamv eonomv PGT Industries, Inc. 1070 Technology Drive NorthLEC�OPY Nort_ Venice, FL SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "PW-701f720/820" Aluminum Fixed Window - L.M.T. APPROVAL DOCUMENT: Drawing No. M- D-720-820.1, titled `Tixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12113, with revision B dated 05/05116, 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 LABEIANG: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement '.Miami -Dade County Product Control Approved", unless otherwise noted herein. R—*%TEWAL 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. TER11 WATION 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 ATOA 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 ofthe Building Official. This NOA revises NOA# 15-0528.26 and consists of this page 1 and evidence pages &I, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MAMMADE(:OUNIY - Expiration Date: e_ ruary`t9 Approval Date: August 04, 2016 Page 1 r PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 03-1105.01) 2. Drawing No. MID-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, Duraseall 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, FI'L-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis 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 flied 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) cJ Man el Pej ez, P.E. Product Co trot Ekaminer NOA Nbr. 6-0629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. I5-0528.26) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS i 1. Notice of Acceptance No.14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butaciteg 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 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 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. Manuel Per .E. Product Control I nin er NOA No. 1 9.14 Expiration Date: February 19, 2019 Approval Date: August04,2016 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNI UMP F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" 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 underprevious 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. FT1-3835 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 02/19119. Manuel E. Product Contr I Exa finer NOA No. 629.14 Expiration Date: February 19, 2019 Approval Date: August 04, 2016 E-3 GENERAL NOTES: SERIES 720/820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA SWLDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 2) SHUTTERS AIE-NOT REQUIRED WHEN USED M WINO -BORNE DEBRIS REGIONS. FOR MSUTATEO GLASS INSTALLATIONS ABOVE 30IN THE HAD, THE OUTBOARD UTE(CAP)MUSTTEdPEREO. 3) FOR MASONRY APPLICATIONS IN MWA-0AOE COUNTY, USE ONLY MIAMI-0AGE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 14W THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPNONAL IF UNIT M INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE I-IW THICK OR GREATER. IX AND 2X SUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTNRE, WOOD BUCK DESIGN AND INSTALLATION 19 THE RESQONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD. (AOR). S)ANCHOREMBE IMENTTOBASEMATERMLSHALLBE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFIGENT EMBEDMENT. NARROW JOINT6FALAl1Tl9 USED ON ALL FOUR CORNERS OF THEFRAME, INSTALLATON ANCHORS SHOULD BE SEALED. OVERALL SEALINNFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTNUCBONS. 6) MAX. U4' SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, By OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. T) DESIGN PRESSURES: YCLE TEST PREIDESIGNVE SSURE,FRAME ANALYSES AN CUSS PEASED ON R ASTIR E13M. B. PO9ITNE DESIGN LOADS BASED ON WATER MST PRESSURE.STRUCTURATCYCLE TEST PRESSURE,FRA&E ANALYSIS AND GLASS PER ASTIR E1300, "RANCH ORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WWDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.10%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.0 LOAD DURATION FACTOR WAS USED FOR ME EVALUATION OF ANCHORS INTO WDOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSWILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE, 0) REFERENCES: TEST REPORTS FTU3BT9, 3830 A 1212; ELCO ULTRACON NON ELDO CRETEFLEX NOA; ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ALUMINUM OESIGN MANUAL, 10) THE 720 SERIES USES A PVB INTEPLAYER, THE W2 SERIES USES AN SO INTERLAYER. THE T20 AND 820 EERIES MAy ALSO BE REFERRED AS THE 701 SERIES, STANDARDS USED: '2014 FLORIDA BUROMG WOE(MC). STHEOMON pE610N PflE55URERATNG IMPACT RATING �ASTM E130HO VARIES, RATED FOR LARGE &SMALL AM SI/AF&PA NDS•2012 FOR WOOD CONSTRUCTION 6EE SHEETS 2-S MISSILE IMPACT RESISTANCE -ALUMINUM DESIGN MANUAL, AOM-2010 AAISI-SIM-07/S2.2010 4B'TIP-TO•T0'WIDTH - 4W BUCK WIDTH - 46-BUCKWIDTH 4T BUCK WIDTH11_ 44.1/4'N601LE _ 09-014'NSIBLE 49.1N'VISIBLE _ UGHTWI3TH IIII III.. UGHTWIDTH �,I,.I'IIIIIIL�. IIII-.- LIGHT WaTH ---I II ._ten eucvri ' ll B�� I I-�u� SHEET SHEETSI tlXCelo SUCK 9XEEP �• - 1} L _ f necHr L - I _ SUCH - _ _ _ I—�------- MIGHT� T--� � -- BY,14• BZ-1/4' ` - I / WSIBLE IS MAX. I VISIBLE 12'MAX. / 03-0/< LIGHT S•MAXI VISIBLE . HEIGHT O.C. LIGHT O.C. HEIGHT BB r I / HEaM CK LIGHTOC I / BU TIP•TD I - - i - HEIGH I EITGHT y B• --�B-�•{ F� 2' N%.O( C2T1 I F, SHEE - S'MAX.O.C.�E1I H. SHEE& MAT tY.p.-FLANS E47aiFiilME TYP EQUAL -LEG FRAME TYP. FIN FRAME Nff) IDN- P11=vATl[INITESTECNIT) ELEVATION QESTED UNIT (TESTED UNR). 1 25 FIGURE I: 12'OG, MAX. \ / 11 I n'M N ]: O4Fc4PIbA 6M41 1 T/1T LaM 18'M-.000'PVB-3/1w 2 2 2 T/10'WM Vie HS•.1W PVB• Nis'I19 3 1.1118'leM1.a M1B•T•7118'A'Y16'M-,ow PVB-LI4'HS 3 4 1.1I1I. LFnJ-IO N10'T•1/ID'A -3110' •.BFB'PVB•M19' 9 4 6 NIC Lem13110'A1-09'8G•M1T1. e met,:N Nm•xs •.wo•sG-Mle•I>9 4 T 1-1HT LFmLa M1B•T-T/10'AE•3IIB-M•.OBD'8D•11TM 5 B 1-0110'LAml.q 1CT•i/18•M-M1B'N9-.B20'SO •Y0'HS- S '6W. R ARA SUTAMTLAS�INTERLAYER'BYKURANI�T,YAMERICA.M 'PVB•='NURARAV BUTACRE° PVD INTEPLAYER' BY KURARAYAMFflIC0. MC. SHAPES AS SHOWN BELOW ORSIMILAR, MAY BE USED BY INSCRIBINOTHE SHAPE IN A BLOCK TS M ANCHOR CM",NO AD", TO BE B', DESIGN EMA. FROM CORNERSSSURSS FOR THAT LOCKANO Y' O,G ZE OM ME TABLES ON MAX. FOR ALL CURVED FRAME MEMBERS, SEE FIGURE 1, THISSHEET. IL1i I Imo- WIDTH -i � � I 1 WIDTH +i T� 1 r MTH --I �I xl 1_ I"--WID1--4 F" WIDTH -� .I.L- 1I ll I I 11_ JJ I.- WIDTH --i �11I I WIDTH -H it I I- MOTH -H1-r '+ g LL_ I- Nam .-1 g � L 01dY Li NAY-•rb•. NS.0. ..... ...•'' ��'• %, U'V,',L Window Design Procure (aA, paq for Glass rypa 1 mp n -11 T2 a e0 ed � 96 a-0D H.eo •Aso •AeD •rL a-0o •r.m aao abo aao a. . L .rAO abo a .r•eo .! o a.eo •rb0 a Dz a.e0 +Ap H•80 •8D •I Ha0 a •1 HLBB a•Ted 3/ •I Na0 •/LO •ILD •1• D. •I•ir2 •1-T5.1 •I. 3.d •!- 2 70 H •I-0O •!LO •Ia0 Ud25 •bTDJ •FBB.S •I .] >8 •/•BD •I-00 Nb0 eb0 H•19e ULO •I4T. adB.+ H•1.3 NdQt U•fl.] •IL. H •rL3A •I-01. 10 H-00 •ILO . a .l. .ada •l. +a .r x a .rs9e ase2 z u a a.eD .rao aao ./.Tee .d .ar .• .. 21 .lees Ga .e ./n2x •Is . •la . AB a-00 aao •I•T1.2 H•TU9 Ud01 Hb96 •I-03. H-0DJ •Ib .T �HLD J H- SB •/• LB •/ J H-BaB H-01. •1•Se2 H-0O H- • d .1 •b H • dlt HA9.i C Sr •b a1 H-Tie +l• 2d •Im.O east •ILt y .Anal H.ne •r.. .Im.] .lsTs e0 .l.r ./aeT abs H• +.2 HA .1 e •I-00 •!-0fi.8 BD a ] eT•T10 •I-0 TABLE 3: Window Design Pmaauro pF, paQforGlaae Type 3 m m 3D 71 m DD /0 an !e .rbo a D •4 D N •ILO Hap x abo a +lee •/ D •.BD Te .l-0D +-0D N. 0 •L80 •I D HAD o +r1'�. ebo •rL alb NLD •ILO ae aao •r a NA •I 0 abD a •ILD •Am Lw aao aao H-0O H D •/a0 + to H.m •I• •I-0D •/-TB.a +w .rao .bo +/Lp •I D •A d •Id,aL0•IL9.•4909+I2dl•ILD•1-0D•la0•Ii1B•1-Tdi•1.i0]•Im.•I-0l.9dB•ILDm2I•H-0B1•IL•I.12I-]3HLDULDHL•be62•I-0ONa0a•}35.Ar +oavx .r.ea • D •I -BD •I-0 •1-TIb eats . a0 a- d • •rsd e0 H-0D •I• .E •1-TJ.Q O2 •ILO •14e. •b •Id1 B1•il ••d.9 2 711WLAMNATED 11 GLASS STACKSMa -,OSQ-PVB INTERLAYER • 311W HEAT STRENGTHENED GLASS 311W ANNEALED GLASS O USED AT CURVED FRAME MEMBERS ONLY �-- 61B' (-�— LONO610E ®/1-r10'O.C. NAK I GLASS BRE ,� 1.3 R 0 � � SNORT SIDE 20 C3 J— GLASSTYPET f+— LONG SIDE —•-� (- E �SHORTl I) BUCK OIMEN91...... WN. FOR FLANGED WINDOWS, SUBTRACT P FROMTHE TIP•TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SIDE 1) FOR SIZES NOT SHOWN, ROUND YE TO THE NE%T AVAILABLE SHORT OR LONG DIMENSION. 1_ ]) FOR ARCHRECfURAL WINOOWB, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALLOWENSIMSCOMPLETELY FTTYATHW. TABLE DIMENSIONS MAY BE ORIENTEOVERTICALLY OR HORIZONTALLYAS SHOWN. d N 1.1110'NOM. III... I T/l6'IAMINATED OLASSSTACK I +.{ Imo" OLAS99TACN —�' 311WHEAT I SHORT �. 32 3118•TEMPERED OLASB� e.�SYRENOTHENE00LTSS '~'I SIDE • 0118'ANNEALEO GLASS IF TIt B'NR SPACE 090'PVB 1 11 INTERLAYER 5 LONG UMEMBE MEMBERSONLY 2 �, SIDE FRAME 1 WAV R90NLY 2B GLASS SITE ®147IB'O.C. MAX. la EXTERIOR -- - G7 re. 21 13 SHORT FsL ^. iT,VR Fl NDTes• 1)BUCK DIMENSIONS SHOWN. FOR FIANDEO WINDOWS, SUBTRACT I'FROM THE TIP-TO•TP OIMENSIONTO DETERMINE THE BUCKOIMENSION. W / 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVARABLE SHORT OR LONG DIMENSION, 13 3) FOR ARCHITEMPAL WINDOWS. FIND THE SMALLESTWINOOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPIETELYFR WRHW. A.LYNNMUSR.PE. PED 60r0G TABLE EDGE DISTANCE DGE INSTALLATION TYPE A uWDD UDKBTHIY INSTALLATION OR FRAMING, SEE NOTE 2, THIS SHEET TYPE% EMBEDMENT EMSEDMENT _ I SHIM EL E a DISTANCE f/d•MA% 1 ^� {ll SHIM .`_.��'• TYVP.ANCHORTYPE, TYP.ANCHORTYPE,EMBEOMENTAHO EDGE DISTANCE PER SUBSTRATE BEE TABLE S. THIS SHEET INSTALLATION EMBEDMENTI TYPE B j EKSTRIP.—{ SSHEET_ -\ •' I �.��cu . •: •: �•' I DISTANCEEDGE \EMSEDMENTANDEDGE • ., I _-- 11 DISTANCE PER SUBSTRATE. : ,.- • —A SEETABLE9.THISSHEET I it USED AT CURVED • EXTERIOR 29 FRAME MEMBERS ONLY •' '• _. 4 _(1 VI9tT oilmB'O.C.MAX CONCRETEICMU I V aLE UGHTYAOTN• S� __� P6RANCHOfl F-- ONOOWBUCKWIDTH-244' REQUIREMENT WINDOWSUCKWMITH ------ j EXTERIOR — TIP-TO•TN WINDOW WIO1H -- —� BUCKBUCK RETORT HORIZONTAL SECTIONA-A —� vrMAx.sWM I•.— WNDW BUCK HEIGHT- ava INSTALLATION METHOD D INSTALLATION HOR UNDERNEATH H T THE ��II BEADING EXTERIOR JIIl_ T'I MIAMI.OADEAPPROVD MUWON V .1 (SEE MFERATE NOA}ALVMNUM, STEEL FRAMING OR STEEL STUD. �✓ SEE SUBSTRATE PROPERTIES. TABLE B.THIS SHEET _ �114'Ml1%SHIM 1XVIOODBUCKSTRIP. SEE NOTE 2, THIS SHEET V• ARAM M MK. Min E!p DDbOH MM. EmLtl4ment Mu O.C. a w 1Q.4144106as." eN M 1 �} Al BN M .009 • tr s ON aw Or. ai min ve• o.wr tea. • 2• 012 a W49he16omM 108) P.T. BAMMA PM{1S0.0.6! 1C 1-0Ir tr A M Tl MIN NY O.OB!'• Stul LB• O.w 12- ata{ SWIG. XI mry 311Y SIN!' ISO{ • r IIP 41059 CmmFM2 UMmN4 IB CA0 b1r JAW 12' Ca4cI21, (Mn 3.30 ktl0 1' mr Ir U{'Bleal UlNcan CummU 08l MI 1' I-vv Ir CaMm4 (Mn. 2. k01 2-tAr 1 tY UP2muN0MU,19TM OB0 2•I/ I -I{' 1 OmMB2Odll AS C-W 1.11r Wl4• tY WC 91MIWneM C�A^YO mbu lA kM I. 4' "r tr OMw" ASTM 690 V- r 14fe 'MIN. OF J 1 HKLAUb heTONU me me r CONCRETEPER EMBEDMENT ANCHOR INSTALLAII.O_N NpLE$;. •• REQUIREMENT 1. USE ONLY MCHORS LISTED ONTN55MEET. FOLLOW EMBEOMEM AND EDGE DISTANCE LLMRS. I L-- 2. WOOD BUCKS DEPICTED ON THIS SHEETAS`1X`, ME BUCKS WHOSE TOTAL THICKNESS IS LESS TWIN t-In. 1XWOOD BUCKSARE INSTALLATION I EDGE •Typ.AMMO MCNORTYPE. ANCEMBDMENT OPTNSTIMAL IF UNIT DAN BE INSTALLED ALLATION TO THE SUBSTRATE OFDIRECTLY WO D BUTCKS TOLID O BE NGNERED BY OTHERS ORCROE. WOOD BUCKS PICTED As � AS APPROVED BYAUTHORITYAAUTHORITY HAVING EATER. DISTANCE MDEOGEGISTM TABLE TYPES SUBSTRATE.SEE TABLE & THIS MEET JURISDICTION. VERTICAL SECTION B-B O. FOR ATTACHMENT TO METAL•THE STRUCTURAL MEMBER SHALLSE OF A St2E TO FRONDS FULL SUPPORT M THE WDIDDW FRAME 4.IF APPLICABLE LOWER DESIGN PRESSURE FROM EITHER WINDN OR MULLION NOA APPLIES TO WHOLE SYSTEM ��b- 0. LYNN NS.LERPE. P.E.tl SB10!