Loading...
HomeMy WebLinkAboutNOA 12-29-17St Ludle County i DEC 2 9 2017 a....................... M1AM1•DADE EmoI! im. OW A.TORYeUNn 1;COIIOIVXrC I3QAM r1ND C,QI7 "ADtY7Il�fI1ST It7PfATYISTOiV FUT Industries, rue. 1070 Teohnolgybrive North Voitit:e, A 34275 806m: This NOA is being issued uiidor tho applicable itiatei,aYs• T1 o dobitr tentation auWited hms bbeu Product Conti' Sectida ta'be used Jh Maml Dadi Having Jurisdioti9ti (tom. Thus j id shall itgt. be valid after•the apit'ation ila Seotiori (hi 1Vliaini-Dade County) and/or the A1-11 t4 hnV® this piudiiot -65r inatErisl tested fOr quAR9 pertirm zit tft •actittect ifihCivet? alto znririufabturetj immediately revoke, modify, ox suspend the use of reserves the night to 'revolve thls acceptance, ifI Section that #Iris product or material falls to inset th. This product is .approved :as described herein, and Code, including the High Vpt9olty HOgricana Zone: 1VM1M-)AJ? COUNTY PJR01)Ow CorgTAOL s4cTZON (RMI ) 11805 SW 26 SKeei, R"0" 208 T (786) 315 2590 r (la6) 3 i5.250 Iles and regulations govapiitg the use of •cgnshuotioh •ev3otivrrd afiii accepted by Miafni:l7tide Goituty RpEt - Cbunty and gthoi• ard'as where alloyed liy file .Autlion'ty to sthted below. The Mianil�Dade County Prbduot Control b areas other thanMiml-4Dadq.Qb tnty) r0devo the rl& asstu'ance puiposes, If this prod;lot or niatariid falls to will izicur the expense bf. s.Ooli ,testing and the AW May such proditot or i iateti21 wiiltin tli;eir jtuisdi-,tion. RER is determined by Miami Dada County Product Control e requirements oi~the applicable, building code. has beon designed to coinl ly. with. the Plorlda Building / 90' & 135° corners `1 AP-PROVAL DOf:iiiVlp NTs Dcawing Nci. pGT013U, titled "Series 770 Alum. SGD - Lk Impabt", 'sheets I through 22 of 4, dated 10/10114, with rovigi6o' B dated 05105116, ptepare'd by manufacturer, signed and ' ';r sealed by Anthony Lyon Mfller,1 8., bearing tixel Miain Dade County Product Control Revision stain with ; 0 ' tlteNofzce csf Acceptatieo raunber{.bntt expiration date by the ly lauii Dade County Product Control Seaton, i.V. 891LLL NPAGT R1:T&G:Iatge and Sr all Missile l'mpaef Resistant ABr�,LO3: Eltoh unit: shall bear a p'aiuianent,iabel With tho titaiiifaotum?s name or logo, city, state, modaVseries, and following statement: 7v0attli•:Dade County I?rodget Control Approwd", tuiless• oilienavise rioted herein. I ROE 't,'U'AL of this NOA shall be: coutslclered ter a xeneml-appligatimi ha*q beau filed pail there has been no clxa3age iii the applicablo�bttiiding codenegati�+ely a£fectitag'the pet`i'ormance oi'this prad�tct. TEWMATION of Ws NOA.W.111 occur after the expiviliQn date or if there has been a revision or oltange in the-maierials, use, and/or manut'iroture ofthe product oi- process. Misuse of this NOA as an endorsement of arty produot, ;Fox salas, adYei-Oiling or aay other piuposes-shall apftiatIcally toinfinate fhis`NOA. Nilare to comply Wltb any section oftltis RbA shall b6 aause for.temtinatiou �d rolnoviil of-NOA. .ADVT TISI11U1NT: The NOA number preceded by the wools Miami bade County; "plarida, aitd folldwe'd by flie expiiation Gate itiay be displayed iii advertising lzwafure. If on: �pgrticn of the I�IOA is clispiayed, than it shall be it, its btt&4. iSi' GT QIy: A copy of ibis Otttkc N6A 'shall bey prbviiiit8 to "tltg t#$er vy the .nirittit#actii}e'r or its distributpi's and "shall be availrible £or inspeoUpIn at the job stt�e, at the request'of tho B.1 ding Official, TliisNOA r3iyisea NOAH 1�-f013� 5 ati-d' oiimas of this pyge 1 itYnd eviiletzcepADOs B-1 arid$ �, as well a5" ail}lOtial:dbduinel)tirietitibited above, t •i`� t •slria sn icpzie ult. tation astovieyved byJoit' ps9o(ttt , r�tr1. NOANo 760.62P.06 CIAMOMMMITY.�•y�` .i.,..r' ! f.'.. � �. %, 0. i aflbn bafo: ,rebrunry 7, 2b2'0 t j { 1 Q i} royal Optte::tiit ust 44, 2016. •(�tt�`r�ry. etµ y�'y y� •l File Copy I� i PGT Industries, Iuc. A. DRAWWG8 1, Manufacttuer's die drawings and (Submitted under NOA No,14-t 2. Drawing No. mrr9130, titled through 22 of 22, dated 10/1( manufacturer, signed and sealed 'zs.x0) Series 770 Alcun. SGA — 14, with revision B dated y Anthony Lynn. Miller, P.E. LM Impact", sheets 1 05105116, prepared by B. TESTS 1. Reference Test report on l) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FB C, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and 'installation diagram of Alumtniun Sil ng Glass Doors (w/ PS, Super, Cardinal ii Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc,, Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. Test reports on: I) 2r Infiltrati6b-Te_R, per FB•C,-TAS 202.94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)ate Resistance Test, per FBC, TAS 202-94 4 4) LargOvTissde Impact Test per FBC, TAS 201-94 ;. o. 5) Cyclic Wind Pressure Loading per FBC, TAS 203-9j� { ?i 6) Forced Ea �y Test, per FBC 2411.3,2.1, and TAS 202 94 along with zharked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration. Testing Laboratory,, Inc., Test Report No:. FTL-7554, dated 11/01113, signed and sealed by Marlin D. Brinson, P.E. (Sunni fted underNOA No. 14-0123.10) Test reports: on: 1) Uniform Static Au Pressure Test; Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, T.A.S 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Largelmissile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Eltry Test, per FBC 2411,3,2.1, and TAS 202-94 along with ''marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No,: FTL-5980 -R, FTL-6001-It and FTL-6015-R, which have been revised and reissued on 12129/09, all signed andjsealed by Julio Gonzales, P.E. (Submitted- under' NO.A _ 01. 09-0826.10) I i Jorge Plasenda, PX roduct Control unit Supervisor NOA No.16-0629.06 IExpiration Date: Foruary 17, 2020 i Approval Date: August 04, 2016 ]G-1 PGT Industries, Inc. A. TESTS (CONTMURD) 4. Test reports on: 1) Air Infiltration 2) Uniform Static 3) Water Resista 4) Large Missile 5) Cyclic Wind P 6) Forced Entry along with marked --up drawings � door, prepared by Fenestration Te %TL-5993, F+TL-6036, -600 FTL-6024, FTL-6025, FTL-602 08/10/09 and signed and seated b; (Submitted rrtader NO-4 No. 09-0 5. Additional Reference Fixed Winl�d per TAS 201, 202 & 203-94, issue (Subrriitted under NOANo. 15-D C. CALCULA'T1[�NS i 1. Anchor • eerifrcatioi calculation Edition�(2014), dated 01/30/1.' Anthony Lynn M:il16r, P.E. (Submi/ted zrrmderpreviousN( 2. Glazing'oomplies with A.STN1 D. QUALITY ASSURANCR X, Miami Dade Department of , per FBC, TAS 202-94 itest Air Pressure Test, Loading per FBC, TAS 202-94 be Test, per FBC, TAS 202.94 Impact Test per FBC, TAS 201-94 - ressure Loading per FBC, TAS 203-94 Test, per FB C 2411.3.2.1, and TAS 202-94 �nd installation diagram of an alurrrninum sliding glass sting Laboratory, Inc., Test Reports No.: FTL-5980, 01, FI TL-6014, I'X L-6015, FTL-6017, J4i�L-6023, 8, FTL-6031, M-6033 and FTL-6036, all dated y Julio Gonzales, P.E. '26.10) ow Test Report No. PTL-7897 (Cardinal spacer), d by fenestration Testing Laboratory, Inc. 430:08)-- and structural analysis, complying " FBC-5tl' prepared by manufacturer, signed atid.sealed by i No.1'4 .128.11) and'Economic Resources (RBR). E. MATE CEII.'X'MI A X`IONS 1. Notice of Acceptance No. 14 0916,10 issued to Kurar•ay America, Inc. for their , "Butaeite® PVB Glass Interilaye�r" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No,14 0916.11 issued to Kararay America, Inc. for their "SentryGlas® (Clear aad White) Glass %aterlayers" dated 06/25/15, expiring on 07/04118. F, STATEWWTS I i 1. Test proposal No.1'6-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, TTL- 8970 and I+'TL-896$,, I I Jorge M. Plasencla, P.V,. Product Control Unit Superylsoy j NOA. No.1&062y,06 Iv+xpiratloa Date:• February 17, 2620 I Appro-vai Date; August 04, 2016 �-2 PGTTndustries, Me. F. TESTS (carrrmtrF>a) 3. Statement letter of oonfozmance, complying with ITC-5`h+ctition (201$), dated October 8, 2015, issued by mane i ctwar, sigz�.ed and sealed by Anthony Lymn Miller, P.E. (Subtniite(IYwdeNpreviousNOA No. 14 0128.11) 4. Statement letter of no fmancial interest, dated October 8, 2015, issued by manufacturer, signed and sealed b�, Anthony Lynn Miller, P.E. (Submitted under prevzoas N©A No. 14--0128.11) G. 0THE, RS I 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for tbeir Seiies "SGrD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/1I7l20. II I Jorge M. Plasendi , P.F, rodnct Control Unit Supervisor NOA, No. 16-0629.06 Expiration bate: February 17; 2020 Approval Date: August 04; 2016 L-3 70,:6MPACT RESIST ANT SLIOING'GLASS DOOR zJ INCUUNG POCKETS & 900//850 CORNERS :OPTIONS. SEETJI6LE'B; 7HIS•SREET•&. GLAZING DETAILS ON SHEETS4&5. suR>=s SIGNI.OADS BASED'ONTESTED PRESSUREAND GLASSTABLES ASTM E1300. IGN•I-OADS.BASED•ON WATERTESTPRESSUREtSND;.sLASSTABLESASTM E1300. •;•uc 6 410? c'M=Ala n,lf'PFa'RF HRS mfTr BEEN USED.IN THE DESIGN OFTHIS IDRAGE DETAILS'.SEE SHEETS rW, zu REb PER F'BCREQUIRErJEN TS, AS. APPLICABLE FRAME SPLICES; FBAwIEANR'PANEL CORNERS To RESEALED WITH 'RACON:OItEMEFLEXAND AGGREGATOR N0A/S, ANSUAF&FA NDS FOR G=p Anchor 'Substrate Frame :M9mber MTn. Edge Distance I Mitu 'Embed ' 1 1r4' Elea tl mcon <xna,ese tmin.z5s xsl aem9twJmnb r >r . 11nQ1baIW GMU, (A= Ge0), mb aNy 2.112"• ]I4 Gtaa® CMUTASIM-0SD,mhl..`t a 9N - .Wnb -to 2�IlY t . 2 114-Eke 410 SS. caleFln: Ganefile (m1ro9,35,ha0 HcadlsflVJmnb 1' 1a14" � �U• 1M'Ga0), PT.SatahemPln°tSl;a0,5G J�badY HbadlsDlJamb•• 2.1?, 17 1-714- IABS• 1ra•EIco Ultafeen Ganen9etmu"SSM n2lcuted Q1U. TM CAO) FWdls➢l t .Gray i• 1: iae" 1-1144 a m 18.9or41n SMS. (min. 110B3eda8a) SDWTafiP 4F9r3-M5 Headls➢ zoub 9119, 1'318- vurvirwm, WEVI^, He E51JR6. air 0.033' •SSCeL Aar "SfDol SM, A43B'G633!• . RRd1s01 E11D HaadrsIll mtlb 318 US, ADD 0.0451- _ - IM Elea %8 SS. A2IDe-66tor •Cant= (min, 3.2761W)a HradrS➢ W=b. 1_=_ 131e` -un ratted CK; t -7m C.50) Jawb•anly 2' 1-114; G=uW CMU'tAMM men, t0fn.21ts10raLt) Jamb'anly 2' 2' ,P.T:Salth'etnPlte1SG=0.8 11aedISllllJamn 1" 1.1l8• - - StaN STdS•GB, (. 111hteotisfia) P-T-•Sobthem Pin.(SGa2. K.WS11N=b- wis- I 1.01fl° AWIn2m, 805375 MMUSIaNamb alb: 20&1•• SmW A3 t!' - ^HeadlSNNamq W. 0:05D• Steel Slttd.A'853 GG 33- 1 Heamsua tab 318.' 1 09451- iEsrREPogCS,'PrI:596o,FTL-M FM-6061,FiL•Sdi4 Mt 6015,-M-6617.FTL-6022,FfL-6029, MIN. OF3THREADSBEYANDTHEME1'ALSUBSTRATEtJ,E)'ALSUBSTRATETOMEETMIN. •F(L-R024; F7%fi025.'FTL-'.662$,-FTL-Gp3a, FTL�ip33, }-t7,S036 AND F'7L 7554 STRENGTH AN)7ikCHNESS REQUIREMENTS PER"CURRENT FLOR)DA BUILDING CODE AND - TO.BE REVIEWED BYTHEAUTHORTMY HAVINGWURISDICTIbN. "P-HOOK INSTALLATION REQUIRES.2,e93°'MXMGEDISTANC.F REFERTOSH6,ET14FOR ALL -SPECIFIC P-HOOKREQUIREMEN TS, ANEHOR•I TOTES: 1)'FOR.C6MGRSW MlTSUBSTRATEAPPUCATIDNS'iNMIAMt-DADECOUNTY,USEONLY.MIAMt-uADECOUNiYAPPROVEDELCO AEN1 OMEK.EDGEDISTAN.CEAND SUBSTRATE REQUIREMENTS. GENERALNOTES...,...,.._,.1 —ANC}10RS,SBETABLE cONs$ISSHL7' '.2)F.OR OTHER'SUBS'TR1.fTEAPPLJ.q) I NS,SE-TABL_ONTHIS'SHEE7 EXAMPLE t10NF1GS .2S ,S}W000BUCKSDEPICTED ASIXARELESBTNAN1=i12•THICK-PROPERLY-'SECURED,IXWOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZiNG.3ETAILS,,,.,_,4,S T ICKORGREATEFLAXAND.2XBUCKS: INSTALLED. DIRECTLY TO:SCLIDCONCRETE-WO 00BUCKSDEPICTEDAS2`fARE1.41; /{NCHORAGP", - ,.614 (WHEN USED) -SHALL RE DESIGNED TO.PAbPERLYTAANS7EEtLbADST.OTHESTRUCTUREBUCKDESIGN.ANDINSTALLA710NLSTHE DESIGN'PAESSURES.......&8_�_ INSTACLDETAILS.:_.__12-14 RESPO).§IBTI Trd..F7HE'ENC16tEERORARCHIkECCOFRECORD&TO8E"REVIEvkb13VTHEBUILDING.OFFTCfAIs 4):MErALSUBSTRA7E70.1PI MIN.STRENG`D-tA11ID`;IICKNESSREQUIREMENTS.PERCURRENTFLORIDABUILDINGCODEANDTO RE•REVIE•WMV THE•AUTHORTTY•IW. NG auRWICiION. PAN1 L/•SILL TYPES;.,:.-,17 S)TF-SILLISTIGBTTOSURSMAMdROtMOR07FIEiMATENAL•IS. NOT REQUIRED•IPUSED. NONSI•IRINK,NON-METALLIOGROUT, GROSS SECTIONS-­18,19 *UST MAX :1A%T.I.-tllC.'IC-&3400-PSIMIN,j.(OCINEBYOTHERS) MUST FULLY511PPORTTHE. ENTIRE LFNGTHOFTHE SILL THATIS, NOT TIGHT pAR-M;_„........ .... _••20 To.THE'SUBS.IRATE;AWTRANSFER13HMW-LOAD:TOSUBSTRATS IF SUBSTRATE is WOOD, 309FELT•PAPER.WWASFICIS' DiTRUSiONS. 21,22 RGQUIRET?BETWEEN?HEGFOoLrraD'WOODSUB5TRA7E,ORASAPPROVEDBYTHEAUMON7YHAVINGJURISDICTION. . DEs1GN PREssuRERATING I TKPACTRA71NG PRODUCT REVISED TABLE B;'SEE.bMrAICS.ON SHETS 4-&:S as c*wVI1Anyw)l1Liha Florida "rORLARGE•$•SN,.AT.L t SEE TAtit.£5'r,,2830N. Rk1ED sulfain r 15-06'�9.06 bao GI]JeazIpbon(Uctod 0o2t;EXUt1cri6 lnWlcr) SHEET$6:768, VISMLPI).VffGTHESWA14CP., NCA-No. `, D, G,. 7p�JJimltulted:illUte. o1aH8'}S Glass wlth.D20'Pvalntedayar srANDA'Rw USED: ExbTration•In tD 02117/2020 03A 9HB': Laminatdd: fgDlci'ot1l4•!is•gmslvllh'.a50`•PVB NtaliaVa' •.2014FLORIOA'StALOINGCODE(FEC).MH EDITION ' ,G4' 7A78" LemTdmdl l2) l.nel ot3llS'.IiS GBCai�dN.090.'SG Otada e[' °AST E13=9 Cv1A'911Elvinlnatcd.`(Tl Ulea alYa'•YS'.t'IusawM,Ln,E>•SO]n6Ya °ANSYAF&PANDs-2912PoR1TJDOO DONsTRUCr1GN °namc- oProao i GS 1'IJ1m6atadW:'31tE TAlatlatl:apnea)8"Nr.SpacB•r3n�lamlbetscCfAulgaatSlls'H9 Glaea wM.Os2'FV9IataAayer e%i1.UMINuy)ST-rSIGN•tAAI'1t7RL,AD%'I-29Y9 °AI�-�00.07J52.7L70• ' - GSA i'GemlradedLG_'ll4'TEkletlOrGsp_+;St1C AIr5t�ee+Tl16!:L'amiiatfd'. Ules'6¢5116'HS Cia+a'VAth.090'EYE Iap+M13Yet -. llrisv -,090°SENTRYGIAS�'BYKURgRAYAMERICA;INC- .a r�une.uen- oulr- rro• F_XAMFILE CONFIGURATIONS MM-UNrf WIDTH 'NOM PANEL-WDTH• • pER TAa1EES 13: " Jw. . MAX UNIT -- _-FOC= MAX'UN1T WIDTH NOR}. PANEL WIDTH P2§TABLES 1.3 -HEIGHT ' PERTABLHSi3- MAX: UNIT WIDTH -NOM. PANEL WIDTH PER'7ABLE8 i.3 . MAX: UNTO HEIGHT PERTABLES 1.3 lll� 2 PANEL CONFIGURATIONS' + MAX UNIT WIDTH i= NOWPANELWID7}t +3 ' PERTASLES•1.3 " + i g9-g MAX. UNIT ` "e -.F-- j i � �: iti"�L�� HPERT. ' '"3 +o t t •POCJl7 MAX. UNITWIDTH MAX UNITWIDTH i N0141. PANEL WIDTH NOM. PANEL WDTH PERTABLE$'13 r +a ,' 1 7 PER7ASLESI3. PERTAB MAX:UNIT . IiE1GFi7'- 3 S 1.3 "iF77 m Ei7' Q7 iD �F7 �3 riD J I d UNIT � HEIGHT PtR Ntgra TMI ES 1-3 Ri POOKcT j � L -- r 5-P- MEL CONFIGURATIONS _ CONFIGURA7IONS'NOTE8; 1•) A14 CONFIGURA71ONS•SHOWN ARE ALSO AVAILABLE AS POCKETCONFIGURATIONS AT EITHER OR.-)30TH .,Wa LOCATIONS.USING•DETAiL°Sw, Jc";"KW"OR'+Kd'INSTALIA710N. EXAMPLE:4-PANECX= IN POCKET Sp)• CONFIGURATION CAN BE ;pXXpSp: p=W0R )O=P,.OXXX, IN POCKED CONMaL3RATIGN CAN BE OXXXp, 2)90- $135- CORNER CONFIGURATIONS CAN' BE A.COMBINATION• OFANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM, PANEL WIDTH, SEETABLES-1--3. '9'= OPERABLE PANEL,, `0`= INOPERABLE•PANEL, "p" = POCKET r—DETAIL { ETTER "'v/'=WOOD ORMETAL 11467ALLATION w 'c =.00NcRETE INSTALLATIDN t--SHEETNUMBER DL•O' WfD`7H- NOM. PANEL WIDTH -T DUO HEIGHT= DOOR UNIT HEIGHT- 1D 125' va PANE.HEOHT= DOOR UNIi1115tGHT-1AW t 13 ' NOA-Nv, � 'I&0629.D6 i +3 Expimflan Datc 0?J1712020 Sy " SEE �. h7ia - Prva4ciGotltml $:jFUS ME R TYP: atz ;c•. _ �3 CORNERSHOWN, l 7RNERSIMIL•AR) - �. •� � I's u �=:r;-T� :` •, AL P.F�F�bB'!OS P� 4SGD—L-lW IMPACT •2 ✓ 22 ' PG7U130 B EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH 305-7/16"@9fi"}iEfGtii ... NOM. PANEL WIDTH .. aoo il4" @ i2a' HEtGHr PERTABLES 1 3 LAI - tt- _ t1p a - - -- y - - 96" OR1 12D" es T E PANEL CONFIGURATIONS MAX. UNIT WIDTH NOK PANEL WIDTH PERTABLES 13 MAX•UNIT ME eliT—K�l PER TABLES 1-3 NoM. PANEL WIDTH PERTABLE$13 E ca t t: MAX UNIT + '' HEIGHT , ,; PERTABLES 13 I LIP 7-PANEL CONFIGURATIONS B-PANEL CONFIGURAI JUNj LFMM FL -I= CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT El i HER OR BOTH JAMB LOCATIONS USING DETAIL "Jw','Je.'Kw' OR "Ko" INSTALLATION. EXAMPLE: d-PANEL X)COC IN POCKET (p) CONFIGURATION CANBE p)GOOCp, piOCIX OR)OOO(p. O)= IN POCKET C DNMdURATION CAN BE O)Mp, 2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR MOM, PANEL YJIDT H, SEE TABLES I-& W r:OPERABI EPANEL, "O' = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER •W = WOOD OR METAL INSTALLATION "e = CONCRETE INSTALLATION �-- -SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7' DLO HEIGHT = DOORUNIT HEIGHT -10.12S' PANEL HEIGHT= DOOR UNIT HEIGHT,1.466' DRIES 770ALUM. SGO - LM IMPACT cPsx -N"ATI63 —. sco-i�c a T2 A-dCNPG70f30 PRODUCT REVISED = gprying with tho Fforlda Bu'I =9 Co"' NOA-No, 16-0629,0B RKPIratiaa Cate 02 11=02D fir. i••• Miami •DgtlF�rod—tCoatro _ r A. m 761LFJL RE GLAZING: DETAILS• (� G3A G4; G4A,• U.S a JLJ5A) ._ ..... 7lSfi" NDM. 7116" NOM. 1" NO1N. 3li6"HS D1 ASS SRS' HS GLASS 3116. 0 S :090" l"VB - - - — . - - 09 ".SG — - - l . — . va PSP.L'i..CitV-' % 3116" HS GLRS ' - 3116' HS'G1 A�Ti 74 3116' HS GLASS 7a 31W AIRSPACE 74. 3116";T'GCASS 82 — i • ,83' 'Fzr> bi W4%ONT. GI:ASS r�aiaa • 04' NOM. SS ` 124127 �3/4' NOM. GLASS Sfl E• ' Hri'E ✓,�. R 78, Sq 54 56 � 1. 711.8".LAMINATED GLASS,7YPE G3 7.11.6"LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS„7YPE•G5 9116"NOM. a VNOM. -- -- 3l16"flS GLASS- .1IV!LS GLASS - I4" GL.4S5— -090" PKB 090".'PVB 090' ^yG 3(iS HS GLTS - - 1/4"•NSGLAS$' 74 IWHSGLASS 74 5/16"-AIRSPACE .74• 114 i T GLASS 82 82 83. EXTcRIOR 314'PfDM GLASS fxrew42 31q"idGNL ....-GLASS 124-127 I ;3-GLASS. .. a ArTE �' - ._.. GLASS. FxrFmOR arTE PRODUCT REWSSD = comptytng WUMho-Flotldo IBdlldln9 Lbdc NOA-No: '{6-D629.06 54 78 - Fxplmtlon Out. 0211712020. 6y Miam aptaduct CoaKo7 - S'flbll LAMFN.ATED•G1:ASS. T4"PE.G3A -. 9116" LAMINATED GLASS;:`FaYP•E 1" LAMINATED 1.G. GLriSS, TYPE G5A GLAZING NO7FS_ .3 ;: �,CCN�� • rry''� ••% "ANN =A7 NEV LM "•HS"=NE#STRENGTHENED s Wo'-was -_ ."rTEMPERD "Fwc.69'0"BU.TACM:,FVd•'9YYURARAYAMMO_4INC.- "SG='.090'�SENTFi(GLM1S�Y1CtJRAF2liYAMERICYa INC. H' Grc � t6 w,ttnc B omsp 1o7a7r r , O.wtd �cAMG-DETAILS :'.- awL�.• •'`'>`''h:::-.`"•t{1.. tu! +r• 0M. ffmmc R2TKVBttCEFLsaZts tos sam's 770 ALUM. SOD-i I IMPA•GT W. = � lsrl}+ao reao ' ' a"" a"+pat, Aie xlYl+Nuntt�a_ "wec n.c cwawa wbc r_wr_ecsrrntszaMc sm-r/o' AITS 4 �M 'AG7013O 9` A.E.%'S87o8' GLAZING DETAILS (G6, GM G7, GM G8 & G8A) - - - " 7/16' NOM a., 1G{x' t Sfs - 1' NOM. _ - - --�--- "-1'NOM:" -- - - - - - --- - 3/16'ANNGLASS 3/16" HS GLASS OV ANN GLASS .090" SG _090' S ,090" SG 3116" ANN GLAS5 3116" 92 3116°ANN GLASS 74 318'AIRSPACE 74 318°AIRSPACE Tq I 3116'I T GLASS 3/16" 7 GLASS e2 j ' 83 83 7 314"NOM. �zs6RiOR 31S° NOM. GLASS 314" NOM. -t27 124-1?T GLASS a BITE GLASS SITE BLTE �LH EXTERfOR a. a so 7s 78 55 54 55 1°LAMINATED I.G. GLASS, TYPE G6 7l16" LAMINATED GLASS, TYPE G7 1"LAMINATED I.G. GLASS, TYPE G8 ' ' — V NOlri. 4l16` NDM. I Y NOM. - — -- 3776" RS"GLASS -- _ / 4'_ANN GLASS WIT ANN GLAS A.90" S .090` SG 3116° HS GLASS-090" SG 3TI6N GI71SS — - — S/16'AIRSPACE 74 1/4'ANN GLASS 74 WIWAIRSPACE T4 —_ 114' T GLASS LASS 114' T GLASS -- a2 .. .. .. .. 83 3/4° NOM. 3/4' NOM xti RIOR SWNOb1. 124127 52412) GLASS a BCE GLASS Bjre BITE PPODUCT MV1SIM 6XTEERIOR as comptving veIth'La Morido �, s, EXiER10R f Bald"af5 o c Hok xo. 1s.D629.D6 7E79 5cat=9vn13cto02/17/2020 ss 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS.'TYPE G8A ;; i4117f11t!_ GLAZING NOTES: r,-,:0e'�v "ANN" =ANNEALED ' "HS"= HEAT SMENGTNENED 'i"=TEMPERED L•�ti5; r� 'WB°=.09D°BUTACITEPvEFsYKURARAYAMEWCA,INC. 090'SEKWGEAdSYKURARAYAAr=RICA,INC. JR osPos2ors s �/ n°rcar. xaaiac lamMOWOLOGY4p,t� ti L7'YfiCE R.Sd75 G],.,421NC+Ak7A!l..S ati sFwEs rro ALu1vL sGo -1.mr 1rt'Pacr -• "5-�y "::r - t:J:: ... �rnA>. ^� .• L 122 _11 'PGTOf2a B A. Lm MYI OL Ke P.E65afts Design'Pressure (W) and' AnchorQuantitie-5 Required, (forall approved maximurn Dp farallsixes: rs➢'1.6n configurations on 5hsefs.2 & 3) (May be IRnited lr7Table SA) For comer astra02mriarage 0'80: or 135° Gamer unite; sae sheet 11 r-•. DoacUnit Height Table epplles to Glass TyW3, 3A, 5, 9A,7. 7A,-0. •69• !8°•OL 73.71 .D O 79-TAr DLO B6.7/e' ULO - nor Group Ahrlmrg00p AnahorGmup - ADohorGnoup� &SA and the 5tile/Astragal types•sh?vYnbelow. .1• •2 3; 1 4 1• - 2 1 3 —3• ' 4 He2d151 04 1 •C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t CA+ C4+t C441 01+1. •00.+7 24 •• Jalnts .1• 8 �8 '8 8 8 •8o I 8 8 8 8 B8 B 8 :8: Dt P-baok• 8+7 '.W7 H•7 Rh7 7+8 7+8 7+8'i 7+8 7+8 7+8 7+8 7+8 7+8 7+B T+8 7+8 ' He2d1SI8. 'Crt+1 C¢+1 C4t1'. C4+1 C4M :CA+t' C4+'1 04+1 CA+t -C4+1 C4+1 C R C4t1 Cq+1 C4+1 ' C4+1 30'r p Jamti 8 $ 8 8. 8 •8 B 8 & 8 ' 8 .8 8 8 •& P hock 6+7 5+7 6+7 6+7 7t8 ' 7+8 74$ 7+8 7+8 7t8 + 7+B 7+8 7+8 7+ 7++1 7+8 l Heacll= C4+1- C4+1 C4+1 •C4+1 C4+1' ' C41-1 �Ch+t 04+1 C4+1 C4+1 C4+7 C4+1 GH•1 •C4+ 01+1 C4i:1 36" DLO Jamb B 8 8 8 8 b 6• 8 6 8 B 8 8 8• "-8 .4. •� P-hook' " -8+T 1'8+7 8+7 &+7- 74.8 7+B- 74B ' -.7+8 - 7+8 7+8 7+8 7+8 7+8" 748 ' 7+8 •7+8 • HeadlSill C4+t C4+1 Cat-i' Ch+1 CAi•1 C4+1 C4+1V C43t CA+1_ .C4+1 _ C4tj _ G441 . •C01 C4+t 04+1 1044-1 " ,3S„ .13 S 8 9 8 8 8 --9-=" `. -a P hook 6+7 07 .s+7 6+7 7+8 7t8 7+8 1 7+p 7+6 T46 7+8 7+8 ' 7+8' 7+8• 7+8 ' .7•e8 1-WIS81 'C4-2 C4W2' C462- T1rt•2• C4+21 C4+2• •G6+2- C4+2 C4+2 C4+2' •C4+2 C4+2- C4+2 'C4+2 04+2 C4+2 8• 6 •8 •8 8 8 S' 8 8 8 8 8 B 8• 8 •8 O .Jamb P-hoof@ 6+7 E+7 S+7 .B+r, ' 7+8 7+8 7+8 7+B 7+8 7+8. 7+S T•+e 7+8' +8 7+8 7+6 TABLE •rA-. SULHeightto•Max .(•r) DP.'' (Wafer•'4t ritime mi'Rating) . Si1 RsorHaight 4+� Daman (Fidtat_Sog sea ms �i .OH LENGTH o) OH RATIO a 1' x:o FOR t:)CAIYlYL>; v,Iv uairy, � 1MOL-C,-xc,anrt. r. OHFiA7l0.ENGTH � OI.L OH HEIGHT NOTES: 1)POSITIVEPRESSURE57N-TABLE4ARE-BA SEOONiHE SE0F.THE3.114S1ti 2)WHEN.UsINGTHE2-112"SILL,FOBITWEWATEROPIS'46-VPSF*A.X.WHENUSING THE3-VeSILL' FOSITNEWATErtDPiS 60.0pSFMAKWHENUSINdIM4,SILL.POSITNEUJATERDPIS60.aPSFMAX(NEGATIVEPRESSURES UNCHANGED).SEE DLOWIDTH= --• ----_ ' TABLE 16. 'NOM. P.ANELWIDTH-7' 3).0,3-119AND2A•SB1-HEIGHTSARETESTEDFORWATERINR�'^LT+'RATIOk-WHEREASTHE1-11ZSILLISNOTANDMUST ONLY BE USED WHERE WATER RESISTANCE IS NOTIZEQ-UIRE•Pr MA. X- POSM. \+E DESIGN PRESSURES' 8 HOWR I N -TABLE 1 MAY nLO HEIGHT•= BEUSPD*RElt1THE D,0091SPROTECTED $YAPI.OVERHANGCOMPLYWG'WrnjTHE CURRENT FLORIDA BUILDING CODE (SEE ❑OOR'UMTPhIGHT-10126' ADJAQENT D'LkGRAM);•THIS CONDITION- IS -NOT RATW'FO1R-WATER INF[LTRA11 4) SEE SHEETS 1414 FARANCHORAGE SPACJNG, EDGE DISTiA YOE AND EMBEDMENT INFORMATION. PANEL HEIGHT = REQUIRED. DOOR-UNIT-HEIGHT-1.866" S) DOCitSI2ETO:C.OMPLYV+Ir[H'CURREWT FBO EGRESS REQUIREMENTSWHEN B)JAMHANGHORSARESPEC(FfEO.ASTHETQTALQUANT!TY,.DNIDEb'f2'FORPARS ToBEINSTAL em - P,RODDCTR1 U]SEM--+�- Interlock F-hoak LocksUte'@'lamb. ' StmightAstmgal A!ftembly Laakitile@ gtraightkstragal 80'AAragal Assembly Laekstlle'@ - 90-Astrag11 235'Asbagar Assembly Lockstile.@ 939•Asttagai standard -sores OEM Standard'sOk- Stan'dard9tlle StandardShce -StandardAstraird ; StandardSI le ' ' Heavy-duty'5tife Optstde,C Inside C.Id t i Heavyd*stile Outside Gamer ` Carver He2*dutySMle 'Inside CACnrl _ Lie 0!,de Come . Comer. Haaay-dutyswe- Part4fb0(:¢J PaK4I60' ParLB60 Part tt60{Stle) Part#67'jAsdagal) i Part4so Parrttk118;(Comer Receiver) Part#SzOIIn:) Part120(Out). Part�s;�3i`&t132 (Gorr.gi•FzdMount -Part-061 ExPlr.Uan DPANDANCHORAGE15. SZPJES-770ALU1ld.�.SGD_-L&f-IMPACT. _ _--_',:;r•, — 5...._. _ ,7 '.—--a..eax. .� � A.I MNMULFR-M _ sGa7ra 11T.5 6 a 22 PG7Diztl - •6: - P.wsr05 TABLET. pesiglfPreasltre(DF)attdAncharOOanfiGasReitltitedr(focalapprovedconfLquraiiQnsonSheets2&3) FNrwm"r nsttzsaf nhrhma40 nn HQ' or 135" wmeruNta, see cheat 11 Maximum DPtaraUs¢esil-60 (Nay be III by 7e6Ic 4) A Dear Una Fkl9ht teQb applla;a Gts+s Types a gi- 9Q" 8• TUC toe" 114" Mr 4, 4A 8, iJ�, 7. 7A 8 & BA 8B 7/a" DLO 73.718" DLO 7-41 OLO 85 /8' D O 97-7 97 7/8" O 793719'"DLO 937ra DLO and the SG[alAitragal types AmhOrGmup AnNtcr Gt'aap nnenar Group AncnarGmap AnNhar Group ArietOr GlNu Anchor GNP Mehor Grbu shown belor/. 2 1 111 4 1 +1 Cgr7 C4+7 C4*1 GN1 C4+1 CA+1 CVS Cq.7 Gtf Ch+1 G+7 CN+1 C4+4 CCa1 1 C4+ G+1 G+5 Ch+1 C4+1 C4+1 GN1 C4+1 C4+1 C4+1 C1.+1 C4+7 C4+t lT' Haadlel➢ C4+1 8 a B 8 8 8 8 8 B B a a B a 10 70 10 401 70 10 70 10 7D tD 40 10 70 10 10 1D 24- OLO Jamb 8 6a7 8 6a7 ea7 3+7 74a T+a +8 7+8 1+8 7+8 7+E T+E 7+B 7t8 7+d 7t8 8+9 8i4 6+9 Bt3 8!9 g+9 8+5 8+9 9+10 9N0 9+10 8+10 8+10 8+70 9+10 8+70 P.hoax Gtt C4t5 G+1 Ci+t G+S C4+1 (it+i Gt1 CA+1 C4+1 Ci{+1 Gti G+1 G+1 G+1 C4+1 bH1 C+Yf C4rl C4+,7 Gi't C4+1 G+1 rA+7 C/AS t:4a1 CA+1 Cfrai G+t C++7 U+1 G+1 30• Headl5lR ,Arab 8 8 8 8 8 B H 8 B 8 8 B 8 8 t AS7+H o 10 1 70 !0 10 70 10 !0 70 iD 10 tD 10 7D 10 1 1Q H43 6+8 8+9 8t0 8+3 8+4 8+9 8+3 8+10 Ba10 BHD 9+10 3+10 9+10 S+1D 9+10 ma 1 P-honk 6+7 8i7 3*7 8+7 7+6 7+3 la8 7+E 7+0 7+- 7t8 7+g 7+B 7+8 Ch+! Gt+t CR+1105+1 C4+7 C6+1 HaadlSlll C4+1 GA I Gti G+I OW C4+7 C01 1 Dt*t C4H CrM CA*1 C6+3 c'A+1 C4+1 G+7 C4+7 C5+1 CAaf CA+1 C4+7 GFt1 C4r7 GS+1 CA+i GtM G+f t0 10 70 g g e g 8 8 8 8 8 B B e 8 10 10 10 10 10 10 10 t0 10 10 10 t0 i0 O.k7B pfiaok 8 8+7 g 6*7 g e*7 ti+7 Ira 7+e 7 8 7+E 7+B 7+E 7+E 7+a 7+8 7+8 +g 7+6 8+9 8+9 8+8 8+9 8+8 8+9 8+2 6+9 9+t0 9a1D 8+t0 8+10 9a70 9+70 9t70 8+70 Ci+7 C4+7 G+1 C4+4 G}+1 GStt CS+t C9+1 CW CSFt C5+4 Cit+1 C4+1 rh+1 G+1 Gal G+1 C4a1 C4+f G+t Gt1 Chat CJf+7 C4ai CM CR+7 ClM G7+1 C4*i OT+1 C4+1 tX+l Hrad15111 ee& 8 e B 9 B 8 B 8 8 8 8 8 10 10 t0 SD 10 10 7D 0 50 1D 10 10 70 50 10 10 a 42• D O S 6*7 8 6+7 B 8rT 8+7 7+8 7+H 7+8 7+ 7+8 7+8 1+8 7*E 7+8 T*B 7+B 7+8 8+9 g+B g+3 e+C 8+9 Ba3 8+9 I atB OND 3oW 4r10 3+10 OY19 a+SO °+f0 B+tO ?4uok G+2 G+2 G+2 ErR C4+2 C4r;t GH2 G+2 CH2 C4+2 C(;2 +2 G+2 G+2 C1+Z Gat CAvl Clt2 Ch+2 GLf2 G+2 G+2 G8+2 C5+2 C4f2 C6+2 G5+2 CSr2 CSi2 CS+2 a+2 C5+2 HCadI5t8 B Q a 8 8 8 B 8 B 8 8 8 8 8 8 19 10 18 10 fD 10 t0 70 1D 16 10 79 70 1 0 SO 1D 2 46" p+L0 'mod 7+ 1 7 787+8 7+8 7+6 7+a &a9 8+B 8+3 8+9 8*9 8+3 g+3 B+9 9+10 5�•10 9+10 3+7C 9*10 8+70 9r1D 9+10 PfioK Hea-/3lll 6+7 CA+2 CIR C4+2 CN2 C4+2 G*2 PAC4.21G1+2 04+2 GH2I C4a2 G4+2 Gat Oia2 ON2 $4+ L7- ,p[„b P-0cok 8a7 8 6+7 8 e+7 8 e*7 a 7+3 a 7+8 e 7s8 8 8 7+8 7+H 8 T+8 B 7+g e 7+8 B 7+8 T+8 8 7 8 7+g Not available 1n these sizes Hm s G+2 C4+2 05*L rA+2tw C4+2 Gil U+2 C4+2 G+2 C4+2 C4+2 C4+2 G5+2 C4a2 Cd*2 O ;amg 7+B 7+6 + + 7+8 DLO P-hooK 8+ 6*7 1 8+7 49-17 7+8 7+6 1 7+H 7+8 7+8 7+8 7t8 NOTES: U T9 m EXAMPLE ON SME DLO WIDTH = 1) POSITIVE PRESSURES IN TABLE 2ARE 13ASE0 ON THE USE OF THE S44" SILL NOM. PANEL WIDTH-7" —2)-WHEN USING THE 2-112•S1Ll. POSITIVE WATEROPTS 46.67PSFMAX. WHM4USING THE 3.119SIL4 TABLE2A: I pOSITNE WATrSi-DP iS60:0-PSFMAK-WHEN USI G ThC�' Si-L. POS('iiVE WATER DP IS 60.0 P&FriAX.,.. SIB Heightta MAX. (+} pP OH LENGTH h-+— DLO HEIGHT= (NEGAMEPRES,UNCHANGED).SEE TABM2,"- _ (WaterinfllrationRating) I DOORUNITHEtGHT-10.125' 9-il4•AND 2-112' SILL HEIGHTS ARE T'dSTED FflR WATER 1NFILTRATI6N WHEREASTHE 1-112"&HI Wear Ht ght S6LISNOTANDMUSTONLY]BEUSEDWHEREWATERRESISTANCEISNOTREOUIRM-MAX- (flelorSoX,see res��gn PANELHEIG�iTPOSITIVE DESIGN PRESSURES SHOWNINTABLE2MAYBELISEDWHENTHED00RISPROTECTEDBYPtessure,pst OHRATIO?1 DDORUNICHEIGH7-i.666"ANOVERHANGCOMPLYINGWITHTHECURREWFBC(SEEADJACENTDIAGRAM*THISCONDITIONISFlush • 1.1f2° i sBeaatD 3 NOT RATED FORWATERINR TRATION, Low-2-41r' +46.6T . 4) SEE SHEETS-10.14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMA710N. MaQlum - 3-114„ + 60.0 5)DOORS17E-70 COMPLY�FLHOl1RRENTFBCfCREssREQUIREMENTSWHENREQU1RM—i:' 4; `.:'. F9- W9h-4- r60 6) 1AM$ANC!{ORSARESPECIF[EDASTHETOTAL4LJANTITY,DIVIDEBY2FORPAIRS70BE -- -. _ _ OH RATIO FRORUCTRI VISID INSTALLED. 'SEE NOTES 1 OH HEIGHT a; complyying with the Merida 8ulla[ng Coaa SEESHEfiS21 &22 FOR PART DIMENSIONSAND SHEETS iB& iS FORASSI MBLY DETAILS. NOA No. 16 0629A6 THE FOLLOWING ST11.E Interlock 4 ASTRAGAL P-hook TYF5S SHALL BE USED Lodestile@Jamb FORT-- 2 Straight Astragal Assembly anieLo 6tdElt�vaii�a StrAst2gal AoerQbly L9rk5tile@ 904AA!"09al 135'As4agal Assembly Lockttite@ 135'Astragal i;eavy-dury3tlles Heavy-duty5rr'le Heavy�dutyStile ' He2Wduy5tile Standard Astragal HeavydutyStifc Heavy-duty5fge 0indd.cbmar InsideTde comer 1 1 HeavI-duWstile outside C9mei Corner Heavy-dutySUle Inge Come Outside Cn Heavyduty5tlle PaRx61 ('¢) ( Part#6i 7 Part;t6_ Part861(SVIe) Partb67(Astmpl) Part#61 Part#llit(comer ( geceiwr) Pact#119(DutJ Part13120 (In) %ner 61 M&#3? (com. & Fxd Mount) Part;.Bi Explmtlan fl�tn C214712020' II la4�a[ roaact Cbniro 3`,ti r4r `3. DPANDANCHORAGE .?oRtcN.• } ; SERIES 770 ALUM. SOD -LM IMPACT ;ti snn.7m NTS 7 s 22 PG70t30 IsCai��:..� l ABLE 3: DaskgnProsstire(DP) and Anchor 4uant[tiesRequired,(for all approved coafigurdtlollsonSbaets2&3) Rlaxkmtlmrip shownbelow For comeraclmgal anchorage on 90' or 135' eamertNls, see sheet 11 (May be thnllad by Table 9A) Doof UN! Het ht 7ah1e epp0es to Gtws Types 4, 4A, EO' 84° �" 96° loxi08" a9.716" DLO 73418' DL D 7E 7yB" DLD 86.715^ DLO 91719 MG 97•Tt8" D 8, CA, 7, 7A, a a 8A andihe Sate ! Anenor Group nehor Group Arlchot Group Anchor Group knehor Group Astragal types shomm helav- AnehorGmp 9 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 Des! I P(A63u18 1 2 3 4 1 2 +/-% a mf- C4+1 C01 C4+1 Cott C4+1 C9+1 C4+1 C4+1 C44i C4+1 C4+1 C4+1 C441 C4}1 C4t1 i +f-02,S p5T 04+1 04+1 C4+1 04+1 tF S.O 04+1 C4+1 ps 04+1 C4+1 7W 171 HuadIsm C4+1 S 8 3 8 8 S H 8 B 6 & H 9 8 10 10 10 10 10 1Q 10 TO DLO Jamb B 3 6+7 6+7 S+7 Et7 tH T+8 7+8 7+S l+8 7+8 .7+9 7+9 7+8 7+a 7+H 7+8 8+3 8+9 a+9 94a 8+8 8+9 843 6+9 P-hoot +J32d psf +m2.5 psf +1-75,0 of 29" Aesyn PrelSara C4+1 04+1 C4+1 C44-1 C4+10l.+'1 C4+1 e4+f: C4t1 C4+T C4+T C4+1 C4+i C441 C4+1 C4+1 C4+11C4+1 C4+f C4+1 C4+1 CA+1 C4+i C4+1 30° Head/st0 8 a H S 8 8 8 B 8 8 e 8 e 8 a IQ 10 10 70 10 10 10 1D s CLC Jamb e 5+7 9+7 6+7 8t7 7+8 1 7+3 1 7+8 T+e I 7+5 I 7+6 7+8 7+9 7+8 7+8 7+8 7}8 8+9 9+9 8i9 8+9 6+9 1 a+9 I 8+9 1 8+5 RhooK +690.dpsf +/-EZBPsf +I-75,0psf posl Pressure L4+1 C4+1 C4.2 G+z C4+1 04+1 CA+2 C4+2 C4+1 C4+1 Ca:2 Cyr--2 C4+t bT+1 CSt2 C6+2 C4t1Gk+i C5+1 C5+i Gi+T CA+1 C5+1 b'+f W, 29" Hendrsnl a a 8 9 I 9 1 B B 8 -- B 8 8 a 10 6 10 1 10 1 10 1 10 10 70 10 TO Q. DLO Jamb 6 B I 5+7 6+7 6t7 7+8 7+9 ......T+8 7+8 7+a tE 7+8 8+9 8+9 9+S 8+9 1 8+9 1 8+9 1 S+g 8+9 1 6+9 1 8+8 1 H+9 I P-hooil 6+7 +/50.0 Psr +1.e2.6 ps1 +1-75.0 psr DesISw Pfaxvm C4}2 C4°.2 CA+2 GH2 C6+2 c 2 C6}2 Cs+Z C5+2 W'+2 Ca+2 C4+2 05+2 C6+2 C6+2 05,2 Ca+2 C5+2 cs3 2 C6+z Cs+2 rS+2 92" 35' HtadlElO C4+2 fA+2 8 fl 8 a 9 8 e SO S 8 a TO B 1010 1D 10 10 10 10 1 ID DLO Jam➢ e a H 6+7 7+0 T+ 7+6 T+e 7+8 7+8 7+8 7+fl 1 6+9 1 8+9 ets 8+8 &+9 815 ai9 8+8 8+3 8+9 I a+9 8+9 I 8+0 1 6+9 I a+9 PfiaOk +i s0-0 psf Sea Nola A bel6w , +/-= pst +1.78.0 Ps( Aes19t7 Prassurn C4+2 C4+2 C511 C5t2 C4+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6YA Ca+2 C5t2 CSt2 C6+2 Cfi+2 C6+2 C6+2 0a+2 C8+z C5+2 c5+2 06+2 C6+2 48' 41" HeadISQI 8 B a 9 8 10 9 8 8 1Q 8 S 8 10 8� 00 10 10 10 10 10 10 10 Dip faro➢ e 8i9 B+9 9+9 1. 6+9 6tS 8+9 8+9 9+10 8+10 9+t0 b+9 9+10 3+10 9t10 8+9 9+10 - - 8+10 P-haaK 8+7 7t8 7+8 7+9 7+8 cc19 n vro-r_r ece —A ne R Ra TA. A A. RA- +f-F7 i MR MI .AR4 TYPE 7 UN VWNv INcs.c,-- FOREXAMHLt NOTES: —i ) POSiTNE-PRESSURES 1N TABLE 3ARE BASED ON THE USE OF THE4" SILL. 2) WHEN USING THE 2-112° SILL, PQSRNEWATERDP-IS-46,67-P.SFWii&X. WHEN USING THE 3-V4" SILL, POSITVE WATER DLO WIDTH = NOM. PANEL WIDTH-7' DP IS 60.0 PSF MAX. WHEN USING 1? - Q' SILL, POSITIVE WATER OP 15 90.0 PSF t�v W(NEGA7IVE-PRESSURES UNCHANGED). Si. - TABLE 3A 3)4",.3.114"A(�2t12"SILL HEIGHT$ARETESTEDFORWATERINRLTRATIONWHEREASTHE1112•SILLISN07AND DLO HEIGHT = DOOR UNIT HEIGHT-1D.125° musT ONLY BE USED-WH28ENW&ER RESISTANCE IS NOTREQUIRED. MAX,P_OSMVE DEMSZWP. $E$-S,{J-6f�5y1t9WN IN 7A13LE 3 MAYBE USED WHENN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH YHE OURRENT FLORIDA PANNEL HEIGHT- BUILDING CODE (SEE ADJACM4T DIAGRAM)- TI'IkS CONDITION IS NOT RATED FOR WATER INFILTRKrldI DOOR UNIT HSGHi=1.866" - 4) SEE SHEETS 1D-14 FORANCHORAGE SPACING, EDGE DISTANCEAND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBCEGRESS REONREM,ENTS WHEN REQUIRED. 6y JAMB ANCHORS ARE SPECLFIED AS THE TOTAL QUANTITY, DMDE BY2 FOR PAIRS 70 BE INSTALLED. THE FOLLOWING STILE&ASTRAGALiYYtusrNLuocuaev:vn,no��------ Intetl0d; P-hook Lede➢le@Jentb seraig tAstragal Assembly LoclaweLo StrafghtAstragal 90-Astmpl Assembly Loclatile@ go-AsiragalAssembly 135-Astragal Loekstlle@ i35'Astragal Hewy-dytystilm.. HeayWutyStle Heavyikurivie Heavy-dowSO* HeavyduNAstrali� Heavy-dury50ia Heavy-dutysltle Outside 0i1Tde�otner' I ! Heavy-dutystlle Outside Camay Garner Heavy-duty Stile Inside comer aIItstde Comer Heavy.dtty5t!Ie y 4 lI�I Part 961.(K2) Part S3-7. PnrtS61 PaftRBi (Sala) PartM(Astragal) PaT[S61 PaRS6L(Stile) PARR Seivarf�mer part;71L°(Ott) Part4120pn.) Part K61(Stile) t M� Parta61 4 .7L+L " LYr r1YlrJiV r 8 r 22 � PCry7D130 1ABL=3A7 SIV Height to Max. (+) DP (Waterk0traiion Raing) SM Ryser Height (+) Deslgn (Fla'' or3ox, sm Pfxssuta, psi _-, , OH Lr'tJGTH I�- 4 � i o OR RATIO 2 t 41 � I OH RATIO - OH LENGTH OH HEIGHT PRODUCT REVISED as cernplylaq trrith tho Flo11da B-Iftung Coat _RCA -No. -15-0629,06 ftelmtfoa axte 02J47R02C y 13Y Mtam+-D auct ecntttr ,a 41 A. LYNN KILLER. P.E. NO FRAME 7+9"P•400KANCHORAGE CONSISTS OF: JAMB (7)P-HDOKANCHORS. SEE."Cs"CLUSTER MAXUNrTWIDTH SE8"CS'CLUSTERDETAILS, SEE REQUIRED @ (PERPKNDICULAR.TO GLASS DETAILS, SHEET 10 FOR SPIKE EXTERIOR PLANE) SEETABLE2, SHEETT INTERLOCK CLUS-r ES "CS" SHEET i0 FOR INTcRLOCK NOTE, go, OM. CLUSTER, SEE THIS POCKETS AND \ DETAILS, SHEET 11 SHEET a'EEPOCKE7 (a)P-HOOK x PANELWIDTH x x x r �-- x t {� JAMB MOUNTING e x x xx x x x % x x x x INSTALLATION, ADAPTER x x x " THIS SHEET ANCHORS MIDWAY i l° 3 MAX ;TL !" l 1 &SHEETI4 BKTVdEENP-HOOK ANCHORS 9,AT3" 1 ° x=FRAME -` FROMTOP& ANCHORS 93r B077CM UMi 4051" "MAX. TO OPENING j% MAX NO ;� 0.0. 0®cP,-HOOK HEIGHC EDGE OF POCKcT SEE 1 S a l 0 ANCHORS m9TALLATTON 1Eg ��� OET'AILBVd&wd, je I °� rnocP-HOOK ENDPANSL SHEETI4&PART CHOz � WMOUNTING bErAIL'J"&Cf ,°1 RAGE TKM ADAPTER 24'MAX (2 ANCHORS) SHEET18FOR ANCHORS _ x" O.C. P-HOOK x x xY, x + 42" ANCHORS --NO PANEL x' x x x ANCHORAGE x. x x x x (SEE S1�fcH BELDWI+2" .."*2• �ANGHORAGE .� -. 'LCENTFRUN>r .. .. 8'h ,T�• -.ANCHORAGfi.. ANCHORAGE ANCHORAGE 2.0A• 24° MAX OPPANEL 1 EXAMPLE: 5-PANE ZTRACK 40.OUTSIDE CORNER- XX/X7C0-EXT. MOUNT PDCKELANCHORAGE PLAN: O.C. 167 x SS" NOX FANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET7) E ANCHORAGE EXAMPLE NOTES: - — 1 j APPROVED ANCHORS: SEE TABLE A, SHEET 1 -� ,� 2)ANCHDRLOCATIDNSnACING-FOR-ANCHCRIlUANI'ITS-SPECIFIED INTABLES I3,SHEETS6-8: p �CEN rf"�'2r. LINEOF NEnO &SILL: S' MAX. FROM FRAME CORNERS. USE SPcCIFIED CLUSTER FROM 2�'— �" o , INTERLOCX APPROPRIATETABf>=3, SHEETS 6 8 AT EAON INTERLOCKAND S TrZAiGHTAND P.ORNER MAX NOM A9fRAGALLOCATION PLUSSPECIF1Eb4UANTffYOFADDRIONALINTERIdEDUTB O.C, j PANEL SEE "C5` CWST ER gNCHORS PER PANE? ADDITIONAL ANCHORS 24" O-C.MA)6MUNL J WIDTH DETAILS, 5rIEET i0 u usw FOR INTcRLOCK ANCHORS ATTHE MIDPOINT OF END PANELS ARE ONLY ; 5.B4 'L2ANCHORAGE REQUIREDIFTHEO,C.DISTANCETOTHPNEXTANCHOR CWSTERISOVER 24",OTHERWISEANCHORSARENOT of 0"MAX• I 34, REQUIRED AS PERTHE FIGUREATRIGHi: dENrMLINE JAMES &P-HOOKS: 6" MAX. FROM BOTTOM, 21' MAX ANCHORPAIR D.C. (JAMBS),14' MAX. ANCHOR 2 TRACK OFPANEL 2 O,C, (P-HOOK)UTILVINGANCHORQUAMTTIESFROMAPPROPRIATETABLES,SHEETS0 SHE FRAME JAMB pa-IOOKANCHORDETAILS ON SHEET 14. ANCHOR PAIR "+2"ANCHORAGE SEE"CS•CLUSTER END PANEL REQUIRES CENTERLINE CENTERLINE 1 C6" CLUSTER S I —OF DETAILS, SKEET i0 j SOP , ANCHORAG e I DETAILS, SH527iI ' JNTER400K FORASTRAGAL I ASTRAGAL (2AN _HORS) MA�)C. O d 1 �n CEN7cRUNE •+2'ANCHORAGE CENTERLINE-47ANCHORAGE r- OF LNE EXTERIOR V �OFPANEL3 �OFPAiJEI 4 Z"=sHEET1i FOROTHERINTERMEDIATEANCHORS ryar}+so-+auo SERIES 770 ALUM, SOD - Mr. DPRtllJLR9F99 SGO.7ID IIIT.$' 9 r12 SEE •CS CLUSTER ETMLS, SHEET 10 FORASTRAGAL 20 MAX O.0 x 1 4 PAIRS OF x ANCHORS (TOTALS zt•SIAX ANCHORS) oG PER JAMB DETAIL BELOW) -`✓' SEND PALL 8°MAX --' ANCHCRAGE(SEE tT slercH MLOvo ANCH&FAGE SPLICE NOTE: NON-STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGNTHE noR HEAD OR SILL TF A SPLICE P5710130 1 s PRODUCT REVISED as 41-4 y.01g with tho Pierida pml-ng Codo Fxpimtton rim.02117/2020 By 1S7iamt raEYC2 Gon�l - J•• d �, —�I'1: ce t6 iu� •t� ALYNXMI-LER,P.E. Paf,nms pSTRASALOR SPLICE LOCATION 6'DIAG. ASTRAGAL OR S NEED DCATION ASTRAGAL OR COND(FORON, NCENTERLINE L• IP NEEDED 2-04" 204 Ih"fERLOCK�IFNEEDED INLERLOCK� CONDI110N,U56 '�! CENTERLINE I CENTERLINE "C6" CLUS7ERDETAIL) 1.76- t052;.�W� 7"21" 51 ' •DIAG. MAXT —"2,Ou' 21" °"MAX. 4' DIAG. 7" �RIQR 7" FOR �" V 6�, M AX 2-TRACK FRAME H=_ADISILL z-TRACK FRAdAE HEAD/SILL � 2�TRACK FRAME HEAD/SILL �o'- RAG ALORINTFERLOCK. C�%ASTRAGALORINTERLOCK La AST RAGAL0RINTERLOCK �-2-TRACK (USE WHERE a CLUSTER (USE WHERE 5 CLUSTER (USR WHERE 6 CLUSTER FRAME.IAM6 6" MAX. ANCHORS AREREQUIREMC4") ANCHORS ARE REQUIREE'D,"C5") ANCHORS ARE REQUIRED,"C6') AA1 CHORPAN T— ASTRAGAL OR eALOR SPUCELOCATION 4 CKt DA INTERLOCK INTERLOCK YIF N,LaCNDT0N USE ._CENT�2LINE i CENTERLINS "06CLUSTERDEAIL) CENTERLINE � I — � ° I 1 2.04" 4.w 4.06" t I ° %18IIOR- ... qn -—EYTERIORD1AG. AN6HORSARE REQUIRES" "CV) ASTRAGALOR }, SPLICELOCATIDN INTERLOCK+'•I IF NEEDED CENTERLINE I te EXTERIDF 4-TRACK FRAME HEADISILL a ASTRAGALOR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, •CA") 20 'LICE LOCATION NEEDED 2.04' 3.9 1---- 21■ MAX. O.C, Y �6' DIAG. 1 4-TRACK OIAS. FRAME.IAMB ANCHOR PAIR ANCHORS MAY BE INS TALLcD EITHERIN THE EXT, OR INT. TRACK (INT. SHOWN) 2,P4 4* . NOTES: f I. ALL DIMENSIONS SHOWN 8" MAX. I ARE BASED ON MIN. ALLOWED. �—' 2. FOR I1cAO OR SILL SPLICE —.,o ,—,e".a--LOCATLONS/ANCHORAGE AT �"�- - - ANCHOR FAIF ANCHORS ARE REQUIRED, "C5") ANCHORS ARE RECLUIRM. "C6'9 (FORSPLICE FORSPL(CED ASTRAGALOP 11 (FORSPLICE ASTRAGAL OR CONDITION, DO NOT CONDITIONS ONLY: IMTERLOCK�I CONDITION USE INTERLOCK -I USETHISDECAIL) SPUOELOOAI CENiFRL1NE 1 CENTERLINE fir ,cenen --jl •C6'CLUST�RDEFAIL} 3.5• 4' DIAG. 2' ■ 57 DIAG. ( j 4,08" MRERIOR 7" brEWOR 4-TRACK FRAME HEADISII L (u)ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED.'C51 cmr 4 TRACK FRAME HEADISILL ffiASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, ■C6") WITH 8. W ITHOUT SPLICE CONDIT10N ?. SGI) - LM IMPACT �,x"w 40 -;u PGr0i30 PRODUCT REVISED aD —pting. wle tfin,pl.144 33WRDA-No. a ,IS•0629.06 RD1ENo. Expiration bovto 0.' Sy Mlami-Ocdc4r°6uct Cen.7°I A, Lym RiRI.ERP.6. f pm*58ia5 2.64" 204" NfEwoR 2-04° INTERIOR2,04" NOTES; 1.ALL DIMENSIONSSHOWN tNiERfOR IUTEae 8.94' ARE BASED ON MINIMUM ,"DIAG. 44'DIAG. 34' 3S' ALLOWED, 6.12' 6.12° 7" 2. DETAILS DEPICT ANCHOR trrr woa 90 InTEwOR gp' 3.DwOrEmm o is EzrEwoR Iron �� AND WOULD E IDQUANTV AND ENTICAL EsaEwaa Molt 4"OIAG,; 4"D1AER G. FOR EXTERIOR OR INTIOR CORNER CONFIGURATIONS. EXTEMOR ""'ANCHOR 3,5" 3.5". 2.04° E7RER 00. 4" 209 � OR 2.04" oa 4" 204' 7 6.94 90' CORNER 90' CORNER 135' CORNER 135, CORNER 2TRACKFRAMEHEAD/SILL 2-TRACK FRAMENFADlS[LL 2TRACKFRAME_HEAD/SILL 2TRACKFRA74EAEAD/SRL 4:Ea.RUNE {U5F_ WHERE 4 CLUSTER (USE WHERE 5 OR CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6OR 6 CLUSTER OP PANEL ANCHORS ARE REQUIRED,"� ANCHORS ARE REQUIRED,'96h ANCHORS ARE REQUIRED, '.M4 ANCHORS AREREQUIREO.'C6') 4.09" +r ANCHOR INTERIOR 7NTERIOR r ocT`ZIOh . It '41"ANCHOR 2A4 �ro INTERIOR 7.41' 3 � 4°DIAG. 1 90' 7° 195^ ExrEwoR i CE14TrRUNE 3 f OFPANEi. S.3 5.37" I CENTERLINE 2 04" 4 OIAG. OFFANEL FXfER1oa 3.6' T Ea:TeRxoR T 4' ling A '+2' ANCHOR 1 --�- 3.T - — gp•-CORNER 135'CORNER VIEWS 7" 3-TRACK FRAME HEADISILL 3-TRACK RO ME7iEADISILL _ CE_NTERL7NE {"C8"ANCHOROLUSTERREQUIRED (°CB^ANCHORCLUSTERREQUIRED t-OF-AWEL_ AT ALL &TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4°DIj::AG. 2-TRACK FRAME HEAD/SILL INTERMED [ATE ANCHOR LAYOUT INi'LwGR 6.12" *191ERICIR2A4" 2 04CENTERLNNl;FPAN� PRODUCT REVISED s tempi9Ing with th. Ftoxid. INTERIOR "+3" ANCHOR S14Id'ixlgCeeie903.5"NOA-No. 16.0629"667°_Expixaion lY3ko- 07N 7/2II20 6.RI 4'0�.7 4°DIEXTEZOP 204' — 3 CENTcRLINe .`:� �Y ti_C��mpc'4':n'' 90° CORNER 135' CORNER OFPANJ L 4-TRACKFRAMEHE401SILL 4-TRACKFRAM5HF1�D18I!L _- •t'• ''"•''"t"' �! ("CB" ANCHORCLUSTERREQUIRED ("CB' ANCHOR CLUSTER 4-TRACK FRAME HEADlSILL REQUIRED INTERMEDIATE ANCHORLAYOUT A7ALL$,TRACKCORNERS) AT ALL 4-TRACKCORNERS) (3-Tf2ACKSIMILAR) ;.;}'; � T) r;J. HORAGE, EXAMPLE CLUSTERs `'' " ?r-aY..::S':• a� Rnpsro- -.. .. 7aYVT�OdatDeYlWVE _ - MVEWr:E.P.31275 xae .•, :r :. ',.• ,,,"„�; —•,— - ,�.��,,; t�r}rrm-rasa SFJ�IE'S xSGA- LMIMAACT • ", :' • ' a"rn+a.c r+"°rm' +•m ALYNN Mum%P.E. om JR C/94 a xM Dxd: ZMC. OFAU71ZOZZY w SUD•71a Nf8 ~ i7 •'72 PGYOi30 B P.055705 INSTALLATION DETAILS EDGE DISTANCE: SEETABLEA.SHEFTI �-+j— 2-1fiv* �(TeWCR I!4" fMAX SHIM :M9EDMEt I TEE TABLE A. SKEET WOODANCHORTYP, 2X W000 SEE ANCHOR NOTES TYP., SEE ANCHOR &TABLE A, SHEET 1 NOT"c3,SHEETI ®c TRACKFP.AME HEAD VJOOD INSTALLATION WOOD ANCHOR TYP.; 2XWOOD SEE ANCHOR NOTES TYP„SEEANCHO & TABLE A. SHEET 1 NOTE % SHEET 1 SEE ANCHOR - NOTES,SHEET T --,(114"-MAX.). 1— - a EK7'ERIOR I a z-v,fi=• EDGE DISTANCE-- SEETABLE A, SHIFET 1 EMBEDMENT: SEETABLEA, SHEET' 1 EMBEDMENT: SEE TABLEA.SHEEi i EDGEDISTANCE: 2XWOOD SEETABLEA. TYP., SEE ANCHOR SHEETI NOTE3.SHEET1 NOOD ANCHOR TYP., I2-1/16" SEE ANCHOR NOTES &TASLEASH1rET1 D ocrswo� j 119 MAK SHIM�- EMBEDMENT. SEETABLEA,SHOETI EDGE DISTANCE: SEE TABLEA, SHEET I 2-U1S"' 114" •.--- rMAX E7C1�cRI0R 1 SHIM �TMOR EMBEDMENT: SEETABLEA. SHEET 1 EDGEDISTANCE SEE TABLE A, SHEET, - -►i-- 24116"' MU L OF 3 THREADS BEYOND THE METALSUBSTRATE NOTES: 114" 1_ALLDIMENSIONS MAX SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME T"PES PER TABLE A, 2XWOOD /WOODANCHORTYP„ R METALTYP., /SMSANCHORTYP„ 1 L TYP., SEE ANCHOR L SEE ANCHOR NOTES SEEANCHOR SEE ANCHOR NOTES NOTE 3. SHEET I &TABLE A, SHEET 1 NOTE h, SHEET 1 & TABLEA.SHE f i 'DIAGONAL O.C. 3-TRACK,=HEAD 4-TRACKPRA.MEHEAD L MIN 4' (HEAD & 91LLj � ew WOOD INSTALLATION METAL INSTALLATION OR 6" (JAMB) SEE W006ANCHORTYP„' - "VWOO5" SMSANCHORTYP- METALTYP., DETAILS, SHEETS 0&1 SEEANCHORNOTES TYP.,SEE ANDHOR SEE ANCHOR NOTES SEEANCHOR SEE & TAB LEA,SHEET'I NOTE 3,SHEET I SEE STASLEA,SHEETI NOTE4,SHEETi ANCHOR ANCHOR MIN. OF3 THREADS BEYOND NOTES SHEETI]— - NOTE 5, SHEF'T, THE METAL SUBSTRATE ..;r....,- -(1 "-'--(1!4"MAKJbMK ncrEwoa I LEMBEOMENT• OF - SEE �2-,/ 5°' rAELE A, sHEE t - EDGED[STANCE EDGE DISTANCE: SEE TABLE A, SHEET 1 SEETAB A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET I _ EMBEDMENT, SEE TABLE A, SHEETI EDGE DISTANCE: D SEETABLEA, 2Xw00D SHET-T 1 TYP., SEE ANCHOR NOTE S. SHEET 1 WOODANCHORTYP, SEz._. ANCHOR NOTES &TABLEA, SHEETI EXTERIOR �} 11V MAX. SHIM-- �3.TRACKFMMEJAMB - �- CMI CPAU M006 EMBEDMENT: SEE TABLE A, SHEEf TANCE- BLE A METALTYP,ETI SEEANCHOR NOTE 4,SHEET1 SMSANCHORTYP.,SEE ANCHOR, NOTES OF3 EADS EXTERIOROND THE AL STRATE 1!4MAX SH rm TRAGKFRAMEJAMB w ME'�'ALINSTALLATION 12 r 22 PRDZUCT REVISED an eomp]ylag vdih tho M.iida 6ai1dl ,5 codo x0A-Ho. 16-06=06 Expiniion Dato 02J-1712020 Sy mamw a nnvet coma %v LYN, Af/E-, P,5$58TJ5 1[�lSTALi.ATfaN DEiAIf_S EMBEDMENT-SEETABLEA, SHEETI EMBEDMENT SEE TABLE A. SHEETI NOTES: EDGE DISTANCE: EDGE DISTANCE 1. ALL DIMENSIONS CONCRETE EDGE DISTANCE: SEE TABLE A. SHEET 1 CONCRETE SEETABLEA,SHEET'1 CONCRETE ` SEE TABLEA,SHEET i SHOWN ARE BASED PERTABLE 2-ills"' PERTASLE z-i118"' PEt7ABL 2-1116°' ON MIN. ALLOWED, A, $FTE_I•- i exTsraoR A, SHEtT I A, SHEETI ::a: " �•� .�t.,:i :�� _ ..`::.{_ •_;.:..., _ •ti%: 114" • DIAGONAL O.C. IS - ' � MAX,�MIN 41 (HEAD &SILL) ]'- I Il4" 1W I EX7ERIpR OR 6" (JAMB) SEE DETAILS,SIiEETS :MSEDMENT. L .� MAK I iD&it. ,EE TABLE A, SHIM a SHIM SHEET I PROPERLY SEOURED V CONCRETEANCHORTYP., PROPERLY SECURED IX CONCREIEANCHOR-TYP, PROPERLY SECURED IX CONCRETEANCHORTM., WOOD SUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTE 3. SHEET TABLE A, SHEET I ANCHOR NOTES, SHEET I SEEANCHORNOTES & TASLA A sKEE 'l ANCHOR NOTP-3, 8=. I TABLE A,SHEEi I �2 TRACK FRAME HEAD 3-TRACK FRAME READ-"'-'- _ : 4 TRACK FRAM I- HEAD •CONCRETEINSfAt-CATION Wo CONCRETTEINSTAlLATION � CONCRETEINSTALLA'RON CONCRETE ANCHOR TYP- PROPERLYSECUREDIX CONCRETEANCHORTYP., PROPERLY SECURED IX CONCRETEANCHORTYP., PROPERLY SECURED IX SEE ANCHOR NOTES & WOOD BUCKTYPR SE]E SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCKTYP., Sm T48LfiA SHEETI l�NCFTORNOTES,SHEET7- - TABLEA SHEET:1 __ �}tG;?QC�hlfJicS{§hEETI -----SEEANCHOR TABLE A, SH=Eti ANCHOR NOTE 3 SHEkT1 -- -_SEE ANCHOR SEE ANCHOR NOTE 5, SHEET 1(IfQ"MAY)� NOTE • I NOTE 3 SHEET -- - - 1 (11-MAX.) c. t , (1/4"MAY-) • CONCRETE 2•ilS6"' 1 2�/16'• 2-t/t6^• - PERTABLE EDGEDI5TANCE CONCRETE EDGEDISTANCE: CONCRETE EOGEDISTANCE: -M A, SHEETI SEETABLEA,SHEET1 pERTASLE SEE TABLE A. SHEETI P]ZtTABLE SEETABLEA,SHFErl A, SHEET E'MSEDMENT:SEETABLEA,SH-=j A,SHEETt EMBEOMENT.SEETABLEA.SHEETI EMBEDMENa.SEETABLEA SHEET � 2-TRACKFRAMESILL 3-TRACK-FRAM,ESI� I �4-TRACKFRAME oc CONCRETE INSTALLATION CONCRETE IN5TAIJATION Fo ONCREI EMBEDMENT:SEE TABLE A, SHEET 1 —� EIN51AI3ATION SILL.- ;�?: EMBEDMENT: SEE 7ABLEA,SHEETi —`I EDGE DISTANCE: PROPERLY SECURED -MSEDMENT:sEE CONCJCMUANCHOR SEETABLEA iXWO0D8UCK7YP., �t TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE S, I TABLE A, SHEET EDGE DISTANCE: NOTES&TABLEA, SHEET PROPE•RLYSECURED SEETABLEA, SHEETI ', 2-1116" IXWOOD13UCKTYP., , : SHEET i _ BEE ANCHOR NOTE 3, CDNCJCMU ANCHOR SHEET : ; TYP., SEE ANCHOR CONC.IOMUMCHOR :-�• 2`1116^' PROPERLY SECURED :.,. NOTES&TABLEA, TYP..SEEANCHOR IXWOObBUCKTYP I SHEETI SEEANCHORNDTE2, CONCRETE NOTES & TABLE A • SHE EI i OR CMU e-cTavatt SHEET CONCRETE :; PERTABLE K•cr_RMK ::t OR CMll EXTERIOR •-s•' A, SHEEt t C7 n�-l� PERTABLE V1/4^MAX.SHIM.�,?— APER ETi "&1/4'MAX•SHIM — ^ . .. �.:_ .: il4"MAX. SHIM ... EDGEDISTANCE: 3EE TAS[ E A, SHEETI + 2-1118- i CONCRETE ORCMU PERTASLE p SHEETI PRODUCT REVISED pl In w 4h bo plorida luggodv llohNo. 16-D629,06 Hcp1m6drlmdo0214712020 gy : =• i' �-. eJ11amI D product cont:e� ���� tiNNI I 'L `." OM(. •.. 'k!(j 4, '�` • tie" •-:,�i •' ' � � 2--TRACK FRAME JAMB daS-TRACK FRAME JAMS 4-TRACK CONCRE FJCMU IN,TALLATION He CONCRETWCMU INSTALLATION c re CONCRETEICMU FRAME JAMB INSTALLATION _ 1 1io. SQTC9 = = to�airrrwowrYnrwE N. YFT99fF. ('L3t9'S IsM.eoYaw rya-nca,rtr+bfa2or ....; •� - z o ANCHORAGEI)ETAILS St •'•• L 2o.... �`Z6 �P .95 D 1 ese SERIES 770ALUM. �, K. __ __ .._ __ cSCIU—LMIMPACT � __SGFT70 iY]•$ 13 v 22 PG7t7l30 B INSTALLATION DETAILS EMBEDN NT.SEE WOOD FRAMING • , TABLE A SHEEP 1 EMBEDMENTt SEETABLEA; SHEETi FRAME JAMB REQUIREDATALL INSIDE POCKETS TO PREVENT P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP:, INFILTRATION SEE ANCHOR NOTES & TABLE A, SHEET I (ALSO SEE TYR IL.LUSTRA-1169, SHEETS) DISTANCE SEE ILE A, SHEET 1 EMBEDMENT SEE TABLE A, t¢ :xraaOR SHEET,] --- PHOOK-W000.CNCHORa'YP., - -- — I�1 '-_ - ---P-HOOK/ SEEANCHORNOTES� CONCERT'S OR &TABLE A, SHFJET 1 RTASLS CMU PESHEETI (ALSOSEETYP. 2.693`MIN. A: SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE FOR USE WITH FLAT SILL RISERS ®P-HOCK PARTS #18, #20L#22 ORd526. WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION METAL TYP., SEEANCHOR EMBEDMENT: SEE P•HOOKMOUNTING CONCRETEOR ADAPTER SMS — —NOTE-4 SHEET1; LEA, SHEET-1_ CMUPERTABLE i ANCH01tTYP.,_SEE MIN. OF 3 THREADS BEYOND THE METAL ANCHOR NOTES fi. S SUBSTRgTE 2H &TABLE A, SHEET I EMBEDMENT., (ALSO SEETYP_ IU_USTRATLON, SEETA6ISA,— EMBEDMENT: sHEsT•s) 5HEEii ' SEETAB'�EA,•--I G DISTANCE: SEE SHE f 1 TABLE A, SHEET 1 P-HOOKSMSANO D'Ir., / r R SEE ANCHOR NOTES J &TABLEA. SHEET 1 (ALSO SEE TYP. 2.8s3" MIN. ILLUSTRATION. SHEETS) EDGE DISTANCE P-HOOK FOR USE WLTH SOX Si<1. RISERS . Kw PARTS 919.921,=3DR_x'125._ . METAL INSTALLATION ECLERIOR (SE£TASL=_S1A,2A&3A MOUIST FORWATERRATNGS) ONLY NOTES: 1, ALL DIMENSIONS SHOVJN ARE BASED 2.893, MIN. ON MIN.ALLOWED, -EDGE k DISTANCE 2. FIGURES ON THIS SHE_EARE FOR CONCJCMU ILLUSTRATNE 'f ANCHORTYP., SEE PURPOSES ONLY. SEE 2e ANCHORNOTES & TABLE A, SHEET 1 FOR TABLE A, _HEET1 AL.APPROVED MIN, EDGE DISTANCE SUBSTRATES. .,_'' .� ~,`„`y�•_� '�,' _ FXERIOk 29 `flj 3,SEETABE8 13. SHEETS B-8 FOR . .... 'f"�` r' F-HOQKMOUNTING ':' REQUIREDP-HOOK ADAPTER CONC.ICMU ANDP-HOOK +=':'�'.•'.`.,yt+.J'��,'wij:—ANCHOR TYP,SEE MOUNTING ADAPTER ANCHOR QUANTITIES. ANCHOR NOTES &TABLE . EMBEOMENT:SEE A,SHEET 1 ALSOEE1cxAMPLE TABLEA,SHEETi (ALSO SEETYP_ ONSHEET9- 1 1-USTRATION, SHEET 9) P-HOOK FOR USE WITH ANY SILL RISER Je PARTS 9 88, 42D, #22 OR#24. CONCRETElCMU INSTALLATION INTERIOP. MOUNT SHOWN. (SEE TABLES IA,7A&3A MAY ALSO BE INSTALLED IN FORWATERRATINGS) EXTERIOR CONDITION P-HOOK MOUNTING EMBEDME+IT:SEEE ADAPTER CONCJCMU TABLE A, SHEET 1 ANCHOR TYP., SEE ANCHOR NOTES & TABLE (ALSO SEETYP. ....;,SHEETS ILLUSTRATION, SHF'E7 9) 1J1/4" MW. EDGE DISTANCE ••----�� PRODUOT REVISEQ } I s campiyicg wfth fho V1.6de Suttdfng OOad4 extElvoR HDA-r+a 1E•Dfi28.OS JL V fxpi,ation bam 02h7J2020 2.693" MIN. 1YCwm:. ro4uc: convo P-HOOK CONCJCMU I / ANCHORTYP„SEE ANCHOR NOTES &TABLE A. SHEET' (ALSOSEET(P. -- EDGE DISTANCE ILLUSIRP.TION, SHEET 9) - _ - 1 -HOOK FOR USE WITH BOX SELL RISERS Kc PARTS #19, #2i, 923 OR 925, CONCRETE INSTALLATION E X ERROR (SEE TABLES 1A. 2A & 3A MOUNT i FORWATERRATINGS) ONLY ��r� � � idI'a7EGINOLOOYDRN SI!}f8QY600 omruizJ I /N /iLUrir. aVJJ LV/ IlY!!'/i,+! are,exeae rny- use p,wp)u CERI.OF.SU7H. Bx,vMr SGb76 MS 14 e22 PGT0130 04, •'d,LYr?L'4':R' F.E. A, 567a5 CONFIG, EXAMPLES HEADERDEtAIL A, SHEET is; INSTALLATION D5rAB.S Av! & itd. SHEETS 12 & 13 NOTES: �l 1)SEE SHEETI7FOR INDIVIDUAL . PANEL CONFIGURATIONS PS PANEL APPLICABIF. SEE DPIANCHOR PANEL .TYPE TABLES, SHEETS S•S FOR MAX. TYPE 'QS` PANEL HEIGHT AND WIDTH. SEE IN oHE�r5ffi & 19 FOR SECTION _. - - ' - - DETAILSANDSHEETS;i-2A44FOR - P,�yd INSTALLATION OSTAIIS. PANEL 3 v4D�Ty 2) (1) LOOK (ITEMS 76 & 107-110)AT HEIGHT SEE PER EACH LDCKSTILE, LOCKING INTO NOTE2 TABLES t KEEPE-R (ITEM i 03) AT FRAME JAMB ORA5TRAGAL X 3) PLEASE SEE APPUGABLE ASTRAGAL&INTERLOCK cOMSINATIONS PER DPfANCHOR MAX. UNIT WIDTH MAX. NCM, PANEL WIDTH DLO TYP. PER TABLES 1.3 WI[DTH ��- EXTERIOR PANEL TYPE PANEL CORNER DETAIL'N2', AS' TYPE SHEa•-T 19 & CORNER ,KI ANCHORA.GESKEET11 IT h� HEIGHT EiG1-1T INTERLOCKDETAIL OLD PER Y, SHEET 19 HEIGHT TABLES E.XTEIOR INTERICR 13 JAMB DETAIL `GT, SHEET 18; DETAILS X INSTALLATION G%W &'Gd, SHEETS 12 & 13 DI.O WIDTH -NOM. PANEL WIDTH-7 TABLES_ SO° SILLDETAIL`O',SHEET1S; DLOHEIGHT= -DOOR ITHEIGHT-10.129' INSTALLATION DEMAILS EXAMPLE;90'INSIDE CORNER, 4PANELS -3W?OC PANELHEIGHT DDORUNiTti=iG(T-1,B5a" 'Dw' &'Dd. SHEETS 12 & 13 e, �SIL1C011? ,—TROT-MELTBUTYL 6 ' _-- SILICONE STRUCTURAL T/4" NON FOAM iLYI30BUTYUN WITH Trk DESICCANT DESICCANT' m arly/dam • • �•.._ /. -INT. GLASS —INT. GLASS Q KODISPACP 4SSTPS ,u SUPER SPACEONXTT"` 174PRODUCT REVISED ALLIMINt!M, -tromplyi�g m4h 4hc Florid. REINFORCBMl;NT PoLYlso• DESICOANTFILLAREA scalding COEo wrrmaLNE NOA-No. '!fi•II629.0$ - PANEL CORNER FRAME CORNER 5lTG NOM. SEAL $116 NCM. ExpTratlon Cat. 02,17/2D20 sllnLS SILICONSar-AL DETAIL DETAIL DESICCANT STAINLESS STD rW+ -Day rodactt:ontro pert Description Material 12 Kommemn-q 4SG TPs SpacerSystem See twS 125 QuaneX super Spacer nXrwKh HDt Meit Butyl Sheet thr 126_. Quanex D=seal Spacer -- . - _ matetialS 12T sp--ceF- _--^ -- • I'.XT. GLASS. EXT.GL45S 611E GLASS INT. GLASS ", r.: _ •� ' - - ixe fl AAgf AQS SPACER txr XL EDGE'"SPACER - ;c? ;`••. ^. r..:: t?;r' •'.!'11i:: �� P.F�' 5370a , � 4moTtSFAnto�Yox!YD N. VFXY.EPIsiA+' rx:}+salsw c✓ orAtrrl6rlpaa ° ANCHORAGE DETAILS/EXAMPLE ELEVA770 mn SER/ES770ALUM. SGD-LMIMPACT sco-rTo NTS 1.6 - 22 PQTD130 B • i CONFICs. EXAMPLESINTERLOCKDErAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SKEET 15 �'M',SHEET19 OP'-RASLE,1AMBDF-TAIL'G3',SHEEr18; i"� �DE r--INSTALLATIONDIFWLS'GW'&'G$,SHEETS12&13 MAX HEADER DETAIL'A', SHEE f 18; DLOJAhffi DETAIL'G3', SHEET IXEDJAMBDETJUL'G2', ASTRAGAL HEADEAIL'A'rSH[:ET INSTALLATION DETALLS'Aw'&'Ac, I 4YID18,[NSTALLATTONDETAILS SHEET'18:INSTALLATION- DETAILS'L1'& 18:INSTIONDETAILS SiEzCG12&13 �. Typ �'GW'&'Gd,SHEETS I2&1- DETAiLS'C�y SHEET 19 'AW &'Ae, 5HEETS.19 & 13 •IcErs 12 & 13 PANEL- --PANEL —�• j}I PANEL - PANEL - -TYPE -- TypE-- TYPE- - TYPE. - 9Y ,L, D, M PA� FIEF / WIDTHTYP. J SE P TAB DLO PER TABLES 1-3 NOTE 2, j 1 HEIGHT � SHEET 15 1 O X — — MAX, UNIT WIDTH Ax NR GHT ER '-� 10 INTELD,Z PANEL PANEL PANEL INTERLOCK DETAIL _- TYPE 'TYPE TYPE TYPE M', SHEET 18 p CS' 05 - -- uNTT 80° OUTS@E CORNER / HEIGHT DT TAIL'N1', SHScT 19 & SILL DETAIL NOM. PANEL / Pf R CORNER ANCHORAGE V. SHEET MAX J� wl SEE NOTE 2, TABLES SHEET11 aES 18; INSTALL DLO PER 13 ut7 rxln� SHE'ET 15 DETAILS HEIGHT TABLES 1-S SXTERIOI 9]w' &'Dd, SHEETS12 a NOM. PANEL X x WIDTHTYP. r &13 X X PER;A LES MAXUNITWIDTH L SEE FRAME & SILL DETAIL 93'. SHEET 18; MAX UNIT WIDTH PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS coNsTRUCT10N 2 TRACK may&Da',STETS12&13 EXAMPLE90'OUTSIDE CORNER-=XX(2-TRACK) DETAILS SHEET 15 JAMB DETAIL'11'. SHED 18; ASTRAGAL DETAIL81V & INTERLOCK DETAIL'W, SHEET 19 INSTALLATION DETAILS 9W & _ L2, SHEET 19� _ '1 INTERLOCK13FML'W, SHEET19 'Id, SHEETS 12 a 1 HEADERDEMIL 'W. SHEET 18; JAMB DETAIL'H2', SHEETP HODKDETAIL'J &IC�HEET—STACLAfION JAMB-D1TA11T12 SHEELIB JNSTALLARON i8; INSTALLATION DETAILS 19;1NSTALLATION DccTATLS'JW', DE.AILS,B1d &'B&. DETAIL4'I'Jf WWI SHEETS 12&13 'Hv/ &'He. SHEETS i2 &13 'Jd,'KIy &'Kc', SHEET1b SHINS 12& 13 MAX UNITWIDTH---'--� MAX HE P TA I PANEL PANEL PANEL PANEL TYPE TYPE. TYPE TYPE ,L, 'M' 'F NOM. i UNIT- GHT- ' PANEL t & 1 / WID111 TYP. j S MAX Sm PER I 3 DLO NOTE TABLESI� 1 HEIGHT SHEETIS -mpla oxx Cp SILL DETAIL't'.SH=I 14 (3-TRACK R1GRTPoOlf� E& c'sHEM12&is CFnr. oFAul74=Me PANEL PANEL PANEL PANEL TYPE TYPE 'TYPE TYPE M ? F F MA NOM. UN PANEL HEC' WIDTHTYP. PE SEE MAX PER TAB! OTI:2, DLO TABLES 1.3 1- S MT 1 HEIGHT HEADER DETAIL'U, SHEET 18; INSYALLATION-DETAILS 'Cw' & 'Cc', SHEETS 12 & 13 L r HT 2 ES I EXAMPLE: XXXo SILL DETAIL IF, SHEET 18: (4-TRACK BY-PASS) INSTALLATION DELS 'FW TAIWFC , SHEETS 12 & 13 SclY77b I NTS 1 18 r 2P I PGT0130 PRODUCT REVISED as I.Rov.y ns'with tho porida f3LSldthg iAtlO NDL-tta 16�0629,06 r.vlration Dato 02/1712020 H idI -D y uc Cont of ;Ir ALYNN MI[.IER.P.E P.E:1587C5 PQrIEI SERLO . 8=5 LOOICaTM TYPES rERI-O I o� CK INTERLOCK g71L V7IRRNOLc SINGLE- - F _ PPP K INTERLOCK" a>n 5 am- RR R L - }[�% DIX sY� LL1 Ps�taGAL LR � 80XOVT W/NANDLS pvxvvD ASTRAGAL N 80X II: Lu Wl YANDLE !om!'ro }-. lSjMVkL Lj Boxcur rsoYnvB (awWo AV �. 1J LLLLLI IN !eatlN mwrwi J INTCORNc'fi � :9 LOCKS'TILE RT Cl PANEL'S RIGHT STELE TYPE ASTRACNL RSTRAGXI.... CORM l A W4 ED LOCICSfILE goL c= Elcu BOxIN WIHANDLE -W/HANDLE WlR*MLE WIHPN13U 04C CORNER 90 RECEIM mm m —%0 , LI=6T 41HTERIOR RIGHT PANEL n PAN_L STILEExtERIOR STILE PANEL"OsHOWN.SEETABLE FOR OTHER PANELTYPESAND APPLICABLE STILHIASTRAGAL REQUIREMENTS. t f } _232" SOLC Yr H�AtMLE is j}' �c — �3T EXrER OR [ xi`ERIOR C62' EXTCORNER I �1� � I` a R 3.3C5'052, 90 RECEM � J t�� W/HANDLE , iin /� '7'' /} /-� 2555 �RYe l"L l 1'L L.1F 1.6BT IJI g0 RECEIVER. T-' PRODt7CT LZEVISED W!•HANDL g •• : '� ��:,,,�-, az wmplyiag wim tbo Fl.ddq �f'�ia• - SRLWSER.FLAT• S01.RI5 FLAT SILL RI T SILL RISER. FLAT su!Idirtgcod. yEORe°ce � 18•FLU5H.1-112° LOW.2A2• MEDIUId.3 il4" 24 HIGH. HOA-No. 16-0629A6 @CTCORNER_ ✓t j j� T f� .756•1�4 5 P!�'�son tot12717f2020 30 FMCGVER VT F/ V I MLvn,- raoacL �oatrol EXTEmo '7&0- -.- .OgY INY CCPNER—a3i -. _ �f� -% __ -. _ _ _ __. •, c : ' :91a& ._ 5'002C'EIVER WSY b - :15!f!?_.'•l Fls WI HANDLE oBr 2.5I55" 1.567' T —lj. .:........r �. a, r :1CKi1 {< e nowBILL RISER BOXI' SILL RISER. BOX SILL RISER BOX SILL RISER BOX 1= ' iB` KLUSH.1-V2" 21 LOW, 2.1W O MEDIUM. 3 IX O HIGH.4° I, -NOT VALID FOR WATERINFIL7RAT10NRESISTANCEREQUIREMENTS.SEESHEE'TS6.8 !'•, T �If� ,up wM�c l0707ECtWOLOGYORNE PANEL. TYPES _ti_;._�.;°r_, •,�;'c'.: „� ora wrm. ?scl} teo rsodstzts SERIES 770 ALUM, SGD - LM IMPACT av"w.0 a.r awax.. h LYhW MIIl.., P.E _ . _._ a -- o .� ,.,�• oD scD.rio NT& i7 `� 22 PGTOi30 B P.eesB7D5 PANELNOTcs: 1. SEE OP•TABLES 1.3, SHEEm &a FORPANEL SIZES 8, DESIGN PRESSURE. 2. PANELTYPES NOT SHOWN OR CROSSED OFF ARE NOTREQUIRED FOR ANY CONFIGURATIONS AND ARE NOTAVAILABLE. 3. go, ASTRAGALS TO USE HEAVv.-DUTY STILES (; si), CORNER RECEVER (411 a) AND EITHER. EXTERIOR (#119) OR INTERIOR (#120) CORNER ASTRAGALS. 4.135' ASTRAGALS TO USE HEAVY-DU'.Y STILTS (W)AND CORN&RADDON (B,,' 1)• I 232" ASSEMBLY DBTAll,S (SEE SHEETS 1214 FOR FOR [NSTALLATION DETAILS) toe FULI PAtJEtJAM33F1JG7}1 e00R 67 t05 to -w' y • �r s aim �t 1T - --- - - - -- _ Sos FULL LENGTH - --r'3_--^!•'. J!: z '° r-'�- 14 _ CFJAMB- - 3 - Ci so Op al - 1e s Q OR S1 ® �._-__ G1 so OR a1 2-TRACK JAMB 2 TRACKJAMB (S�� 5 SEE DETAIL Gi FOR FIXED {(p 113 toy 6" @NG WJRETAINGRMS OPERABLE e0 LT. o 61f17 PAN'J CLIP MIDSPAN (SHOWN WITH SE'e DETAIL GZ 5 -19 FDCED PANEL TO �T11 E1"ERlOR 103 °spa is -11 103 FOR FIXED THE INTERIOR) V 113 PANEL CLIP s 103 eo qR 61 - TT mxragR` to47— 1 112 1 fi 17 123 FULL LENGTH `3/ Ga ;f10Xe1� OFJAMB 2_TRACKJAM3 2-TRACKJAMB �ExiERSaR 1'l.-�aRe00Ra1 aR n R e-n- R wal x3 OUP #ao OR 105 '� 52 WJSCREEN V V�_• VLONG W1RETAa9ER#i23 34RACKJAMB 3-TRACKJA,UIB 47RACKJAMS 4-TRAGK4AMB (SHDWN WITH (SHOWN WTIH . (SHOWN WITH H (SHOWN WITH (SHOWN WITH MIDSPAN at FD(FD PANELTO OPERASLEPANQ) FIXED PANEL TO FDCED PANELTO OPERABLE PINQ) OR a1 THEEKTSRIDR) THE EXTERIOR) THE INTERIOR) l�l ,Exrtaioa ,ll-FX7ERtOR . .-_SHOWNWITH jaZ'.TRACKW/SCREEN OPT, SCREEN A FFAMEHEAD.__ ' "TRACK E da2--TRACK W/SCREEN 1,V FRWS-qLL -rmm si SHOWN, ITEM So ALSO APPLICABLE, SEE TABLES 13, SHEETS "FOR DP (PSF)ASSOCIAT=13 WITH STILE 4-TRACK MAX. UNIT FflAt�fEgp� :. ?,'•.`-'•'^"^-.e._:. C FRAMEHEAD HEIGHTPER TABLES 1-3 �3-TRACK 4-TRACK FRAMESILL QFJFRAmEsiLL ,4. VEN Jl FL N. VFYICF-r F1917T5 OEM.. CJ:AUM;O= SRIES770 ALUM_ SGD - srD. mi I N7S 1 18 a 22 PGT0t80 PRODUCT REVISED 05=mpb4.g +vilb Useflerida Building toko 8OA-No. 46•DS25.06 Expiratl— Cam 02/17J2a20 v - Mismi-Dx� rovvev comrol A LYNN MUM. P.S. PBd5cm ASSEMBLY DETAILS_. _ __. _ _ ... __-':Y.:' �t..• ems._._ (SEE SHEEFs �2=rA FOR t O}71NSTALIA?lON DE�AIts}- - - - 1 113 114 - 6 _ _ . __. _ {� frirE593 s_ j 13 (1.-� � n 30 7 11 ,[ 1r1 — — — .--_- I SR 1tf arxr [OR f11 a2 Ex'i'ER10R [N1'ER[Of �Pa-IOOK FOF: FLAT S1LLi ®P-HOOK FDR BOX SILLS ( 90° f'e5(T OA INT. MOUNi1 K EXT. MOUNT ONLY [.00KPAR tsaya7�-S� 31 7s h 1a711D 1 � 113 60 60 61 61 fiB �I� I i13 �i �C7ER16R ii �J Ti3 f03 1f9 �E9RERIpR V sr Be SSTANDARDASTRAGALtS? hIEAVY°DUTYASTRAGiAL=6B 9WOUTSIDECORNER W,T,.TANDARQSTILES460. WITH rt 2TRACKSHOWN EcERIORBOXASTRAGALSHOWN EXTERIORBOXASTRAGALSHOWN (SOX -OUT) MAY ALSO BE TOWARDS RTMR10R(BOX-IN)�ED TOWARDSINTERi INTERIOBOX-OUT) MAY ALSO BE R INSTALLED 135.OU7;SIDE CORNER of 2-TRACK SHOWN low mQ© a C d1929a I - SGD-770 INTERIOR. a2 90° INSIDE CORNER 2-TRACKSHOWN Ih mgtcm 4 SGD-LMIMPACT �•— twgpe i9 a 27 PG70130 � cSCTEAIOR 50 OR S1 �iNTERLOCK ` ITEM ; 61(HEAVY-DUTY STILE)SHOWN, ITEM980 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP lio";. 16-0629.06 Pxp[milon Isle 02/17/2020 $Y i M[am oduc: Contra[ A..YNN MILLER P,E P.E$'S8706 8.56T 'j 1.3G Li—iL— r1.605" I 1.a72" —� 0.001, 91 ooBr 0.081 Oy7RAom1?D to C-TRAC�Cs1LL O.OSi" (b'0B3 TfiAL) (6063•iHAL} 40 SCREEN 6.19H" (608376 AL) 0.080" f 1A45" 0,062- O.D81" 2O2--TRACK HEAD WI SCRE N TRACK ORCSj L)L SCREEN (fi063TSAL) MR STOP RAIL AL) (5063 T6AL) 7.505' 2-4RACKJAltdB W/ - �� fi.221" BO; 15 SCREEN O.tl6D, (6063T6AL) FT 1211" 1.36' f Y.593, 0,081" 3TRACKHEAD O27RACKSILLWISCREENTRACK, �� O0.062" (6063-TSAL) (606"rT$AL)' .c% ` � I O.OHY" `'a SOTTOM RAIL S.Y42" — 4.49" 9.141" 47RACKHEAD O7 2T 3 PRODUCT' REVISED (6063-TEAL) 5463 T6 L} as ealg�(ag-1th tBi A-M. • i3aRr0cs oaa �� NOA.tio. IS-0m.06 0.060" jam•-- Expirati.. Dat.02N71202➢ 151&" 0.062" Dy "� a 0.760" NOam�- ad. ecce canero " 1.260" OITiAME HEAD/JAMB SCREEN O FRAME SILLSCREEN - FRAME SILL SCREFIV DA D•ON 12 ADD -ON 13 END ADD -ON 16 S-TRACKJAMe .'` f •:G"s?'oF--:��;,f:;, (6063-T6 AL) 6063d6 AL) 6063-76 AL) (6063-T6 AL) _ REQUIRES MIN-010 SMS R@OUIRES MIN.0'10 SMS .: r' ..o. 33T',° OR31Y6"MASONRY OR3H6"MASONRY 17 4TRACKJAMB } _ SEE SHEET 17 FOR SILLRISERS. - ANCHORS @ 7A°MAX O.C. ANCHORS @ 24" MA)C O.C. (6063 T6 AL) r ar n•eo-r w+"l:� O: m>arEcxxatoaYrrra EXTRUSIONS`^• ' v N. V6Y(CE,7%3f773 im :. .• SMBs 770ALUM. SGD-W IMPACT CPR7_OFalJ1MX29290' ® ADD-%iI NTj 21 '+22 �" D P=T$B ALYM1MfLL.ER,p.E. JR� 1a11N14 11 P.E58f05 0,7t8" 0,83" 3802^ 230k' 1 '0.762 3.802" � � T-- r, i D.574' 0,796' " � 0-06 os64° D.080' 0.082° Dye 0.062" 9�SY SILL OP-HC70K P-HD 0Oo80llNTiNG gFul", 0K5CREW O P-IiOCKFOR BOX Rf95 SCREW COVER TRACK 6063-76 AL} T COVER 0.030" (6063 T6A -) (6063-TEAL) ( (6063 T6 Al-} Zs —OM —TO AL) 4" 1.48W 0630' t-s0�0-133, 1,6j0 a .080, 1.670. I 0,016.723" 1988'5ZI 329 4 0135 CORNER a2 1380 5^FnDMOUNT .STANDARD.STILE et HEAVYDUTYSTILE 62 !N (6063- 'AL (6063T5 AL) (6063 T6AL) (806346AL) AO—M {6063-76T6 AL} 3,979'r 3.079" 4.t25" i . _.- -. _.. 1.Os0" -- (1.050' h -- 1.060" I-- D,075" 0.082" LIJIL2. 75" 71-1 ],645" 7.646" E 304" 289° At 611" 118 -- -- .045 —I01- - - - - T 0.281" 045' .OqS° --- •-- - - - (61163-f6AL) PANEL CUP (6D63TOAL) (so63:rsAL} - 1.717- t 0.080" If{ J 0.050" i dl ( 1 tOS P- 15 CLIP 1 D.709" 2.833" tt}98" 7.446" 0.133° r3-0—TS AL) ,556" 0.709" Y23 FIXED PANEL 5 621' 4 RETAINER 718° 2.826° t20 90°INSIDE CORNER ASTRAGAL 0.080' F - - (6063-TE AL) ita 90" OUTSIDE CORNER ASTRAGAL (5063T6 AL) FD[-c0 PANEL 11e 9D° CORNERAECEIVER (6063T6AL) 10e R)=sAINER.9/16° (6063 TEAL) (6063-T6 AL) u' w¢ x tmDYft+nwtocranrve EX7-RU.SIONS N. vaBcE FY, airS 7-- (atrNeo rsao SERIES 7MALUM. SGD -LM IMPA07 ✓x im !alto cFm o auac o7rsn ® sco rib f NTS 22 a 22 PGTOi30 1,303"ri J 1S" 0,062" I )INTERLOCK SCREW COVER (6063 T6 AL) PRODUCT REVISEIO somytying With tho FYortd. 8u0ding coca Noa-No. 16�0623.06 MQ'Irxtlen %W. 002211�712G2-00 By ng—i-c rodactcanto ,�• .1r,. 5(il�: miilr =ram A. LYNt� NII'.L£FL P.E. P.g.`.6a7DS CEC29 2017 V ........ fihf6�i.�1• , E MA'AUTlvil;tgT 01'121 GuLAT0AY AMD )WONOWirC ?PARTt1� �OA71.i1AlYliN18112A�XON UX�'][SJiOH., NItAAWMDAbL COUNTY IIROD'VCI• CONTIML SLCTION ❑RCL5(11D,R) 118050W26strent,ltvom200 T (786) 315 2590 D (786)115-2599 tinyy,nAnmidndd. 0V1fi nnnnly t` 61A 'Vendee, lM UPS 9C,'OX'S�e This NOA is being lsstletl undor ilia applialbld rules aitd zegulatlow goveruing the Use of ccimfi'uotion Materials, The dodumontation siibiultted liys bddn i'aNlowbil and woopted by Mlawl-)7ade Coltuty IER - product Control Sogloii to t.o used in Miaiiii bade Cot Inty and other areas where allowed by the Authority Havllig yurlsdict_ion (AW). TVs NOA. shalt not bo vdlld altar the explration tat stated holow. The Wlau Dade County :Product Control Section (in Miaixu :Dade County) alit/or the A (l11 areas other thn» 1VYia1�3i bade Connty) reserve ilia tight to !save this product or material tostod for 40A 1{y as51I1•auce ptilrpasesl If this p;'gduct tir material fniIs to per arlu lu the accepted niatwei; the niatiufnotni'e • Will hour the ewpeuse of such testing •iziid the AHJ' -mq itiwyedlafely revolve, tlladiiy, or suspend the 115e of such pl-eduot or material within 11telr jurisdietion. IZER-resettles the i'ighEto revolcetltis anoeptanoe, tilt is c�Qteinllned by lYllaml Uad¢ County Proctltef Coahol Seotlon flint -this product or material Palls to iiieet (lhe i equ roments of die applicable Wilding code, This product is appa'oved as desorlbed horoifi, and has lean designed to comply with the Florida J3ullding Code, hloludingtholilghVeloclt+ljIttrr 1iie. ait�,ti W t, D208Cliit?TION;'LSex+les "SJ1700",Ah iiiiiknu Sid — RC)V,AL AOC-GlVjMNT: Drawlug No. , UdU- ,i1,: ti. through 11 of 11, dated 09/01/05, with revision l t; dal sealed byAnthony Lyiili M111er,13,8,, bcariagtheMiaal. thpNotice dfAcceptaiwa miniber and gpiratim (late by ,�Y�T,SSiLD IiY�Q.'ACT•�.,T>t+1•Cxl-Lsu'gearztZS�nalI-1Yifi. LABP,. uxG: 13aoli unit shall bear it permanent label iiladeJ/series, and followhig statement: "Miami -Dade 01 noted herein, R% N)mWA.1L of tills NOA, shall be considerod alter A To itla change In the applicable building node riegativaly. affe 'JCICXti AWAVOW of tihi's NOA will occur after die expi in the materials, lase, and/or mantifaotuue of thd.proihiot of achy product, for sales, advertising or any other pihipo to comply W16any sebtlon 0i"tliis140A-Vh11lt be oausafo ,e�lDV1C1i.7P�S�1tdT1NT: TJxe •NOS}. liuthiber pieaedad I f'ollowad by the •e9piration clue inay be dlsplayed.'14'ac di-�lilayeil, then it.st1.111 b'e dove in its•onth'oly, INSl'MCTIOIN: A coley of this entire NOA shall be (11•atrliihi#oi�s And t,lhall be avallatile-for inspootion ntthe jot This NOA. revises NOA#f 1560519.08 And ooiisists of;. i�vetl a� ttpptl'4va1 dociaucniliielijiciiod.allovo, ;.��:«;, The subnliited docnihxcntaticiq w(is.taVftiusteil liy+',a3 _MIAM6PAUE COUNTY u2g �incioly� X„IV.I,x, I "Altun. Single Filing Window, Impaot+', sheets'i 05105116, prepared by manufacturer, sighed and ado Comity Product Control Rdvislou stamp with j Mlauil-Dade County product Control Section. e Xtnliact;Itesistailt................ .................... . . th the inauuPacturer's naiiie or 1090, city, state, Ity Pxo.duct Control Approved", unless otherwise val applloation has been filed and there has boon iig ilia perfornienca of tliis product. ion date or if thoro hits bash a revisloli or .cliatmge process, Wsu'se bi''tlils NOA m aii eihdocsoment shall.automatloally terinliintsibis,NOA, Failure irailuation and removal oi'NO& the wr .Yds Mivai! Dade Couiiiy, Floglda, and rtisitig .11tei'titltt`e. If nny pdrtltiil of *6 NOA is to t[Ae ilsor by the manufacturer or ifs �>•ocluest ui'the Huildiiig.01�'totAl, d'et'idGliaepages Mi )3 2 and R-3, ns 1N0,A.1Vb, j6-07.1=1.06 `� "���,�,°A • ' ,. Y irittlunDuta: 317mnh26 2tl21 '• +o, �<+:•�,"•'iIt E1.ppNd�+al l3nte: A,G�ust19,�Utk �� ��epy e PGT had-astries, Inc. A. DRA.VVINGS 1. Man-ufaGtuicr'S die drawings and sec (SrIbmilledunder MOA .No. 05101 2. Drawing No 4040-20, titled "Alum. 1 l of 11, dated 09101105, with revisi signed and sealed by Anthony Lyxw. B. TE, STS 1. Test reports on: 1) Ux►ifoim Static Air 2) Large Missile Imps 3) Cyclic Wind. Presst along with marked -up drawings and' i, a PVC fixed window and an aluminur spacer system, Duraseal® spacer syste: Edge,7m spacer system at insulated gla Inc,, Test Repuds No, FTL-0717, 06/07/16 and 06/02/16 respectively, al 2. Testxeports ow 1) Air Mit"atioi Test 2) Unifarm�- tatic Aix 3) Water R s WaAce T •: ..4) Large Missile Impa 0 5) Cyclic Wind Fressr _._ ._ . -_......... 6).Forced Entry 'Test, along with marked -up drawings and in window, with fin frame, prepared by F Report No. FTL-4957, dated 10/03/06 P.R. (Submitted under.NO.A No. 07 0322.01 3. Test reports on: 1) Aix Infiltration Test „ 2) Large Missile Impa 3) Cyclic Vrpid Pressu along with marked -up drawings and i window, with fin f3ame, prepared b Reports No. FTL-4958 and M-506: sealed by Edmundo Largaespada, P.E. (Suhni tted under.NOA1&07 0322.0 E-I 1 and 07 0322, 06) igle Hung Window, Impact", sheets I through F dated 05115116, prepared by manufacturer, ller, P.B. ?ressure Test, Loading per FBC, TAS 202-94 ,t Tea per FBC, TAS 201-94 •e Loading per FBC, TAS 203-94 stallation diagram of a PVC sliding glass door, . sliding glass door, using: Kodispace 4SG TPS 1, Super SpacexO NXTrK spacer system and XM s, prepared by Fenestration Testing Laboratory, FTY,-8968 and FTL-8970, dated 11116115, signed and sealed by Idal-mis Ortega, P.E. r per FBC, TAS 202-94 'ressure 202-94'� Test, Loading per FBC TAS st, per FBC, TAS 202-94 t 'Pest per FBC, TAS 201-94 e Loading per FBC, TAS 203-94 „r er_FBC tallation diagram of an alumit rim single hung nestration Testing Laboratory, Inc., Test signed and sealed by Edmundo Largaespada, .per FBC, TAS 202-94 t Test per FBC, TAS 201-94 e Loading per FBC, TAS 203-94 3tallation diagram of an aluminum single hung Fenestration. Testing Laboratory, Inc„ Test ; dated 10/03/06 and 11121/06, both signed and 152anue per �.. 11-Product Control E ni er NOA No. 16-0714.06 Expiration Date: Mareli 26, 2021 Approval Datc: August 18, 2016 PGT iudustrles, Iue. TESTS (CONTINUED) 4, Test reports on1) Large Missile imp 2) Cyclic Wind press along with marked -up drawings aril window, with fin frame, prepared by Report No, FTL-4645, dated 08/111 P.R. (Srrbinitted rwder NOA ND. 07 0322. 01 5. Test reports on: 1) Large Missile Tap c 2) Cyclic Wind Press along with marked -up drawings and 1 s window, with fin frame, prepared by e Reports No, FTL-4649 and FTL-472 , sealed by Eol mundo Largaespada, P E. (Subrntitedunder�NOANo.05-.X0I8, a 6. Test reports on: 1) Air h0tration Test, 2) Urdfoxm Static Air.P 3) Water Resistance TF ,.4) Srn�a'11 Missile hnpdb 5) Cyclic Wind Pxessur 6) Forced Entry Test, P along with marked -up Arawings and ins window, with .fin frame, prepared by F� Reports No. FTL-4947 and TUL-46501 Bdrnundo Largaespada, P.E. (Submitted rt idarNOANo.054018.0 7. Test reports on%I) Unifomn Static Air „ 2) Large Missile Imps �� 3) Cyclic Wind Pressub along with marked up drawings and ink window, with fin frame, prepared by Fe: Reports N0. FTL-4948 and FTL-46461 Edmundo Largaespada,'P.E. J (Subrnttted raider NOA. -No.0510.18.Oi I CE of Test per FBC, TAS 201-94 ire 1. oadn1g per FBC, TAS 203-94 tallation diagrarn of an aluminum single hung enestration Testing Laboratory, Inc., Test. , signed and sealed by Edmundo Largaespada, t Test per FB C, TAS 201-94 ,Loadingper FBC, TAS 203-94 `allation diagram. of an aluminum single hung nestration Testing Laboratory, Inc,, Test dated 10/05/O5 and 08/11105, both signed and per FBC, TAS 202-94 ressure Test, Loading per FBC TAS 202-94 st, per FBC, TAS 202-94 t Test per FBC, TAS 201-94 '4 e Loading per FBC, TAS 203-94 e1 FBC 2411.3.2.1, TAS 202-94 tallation diagram of an aluminum: single hungi nestratian Testing, Laboratory, )4c'Jest dated 08/11/05, both signed and scaled by I' ressure Test, Loading per FBC TAS 202-94 Test per FBC, TAS 201-94 Loadiagpel FBC, TAS 203-94 :allation diagram of an aluminum single hung, nestration Testing Laboratory, Ina., Test dated 08110105, both signed and sealed by Manuel F ez, P.)1. "Min troduct Controler T�COA No.16-0714.06 Vxpiration Date. March 26, 202X Approval Date. Aagust 18, 2016 P-2 , PGT Industries, In C. CALCULATIONS 1. Anchor verification calculations and Edition (2014), dated 05/12/15, prep; Anthony Lynn Miller, P.E. (,Submitted under previous NOA No. 2. Glazing complies with .A.STMB130( D. QUALITY ASSURANCE 1, Miavii Dade Department ofR.egulato E. AIATERIAL CERTIFICATIONS • 1. Notice of Acceptance No, 14-0423.17 i for their "Saflex Clear and Color Gla: 05/21/16. 2. Notice of Acceptance No.14-0916.10 i 'Kuraray )Butaeite@ PVB Glass Intel .( ST.A.TFMFN`X'S 1. Statement letter conformance, cottp 16, 2015, issued by manufacturer, sign (S'ubmitled undeikpreviaus NOA N0.1' 2. Statement letter of no financial interest. .signed and sealed- by A. Lynn Miller, P.' (Submitted tender previous NOA No, 1.' 3. Laboratory compliance letter for Test R, 5063, issued by Nnesttation Testing La sealed by Edmundo Largaespada, P.E- (Submitted under•;NOA No. 07-0322. 06 4. Laboratory compliance letter for Test R FT1, 4650, F'TL- 4948 and FTL-4646, Inc., dated 08/10/05, signed and sealed 1 (Subvittted un det ,NOA No. 05-1018, 01 5. Proposal No.16-0125 issued by the Pro, signed by Ishaq Chanda, P.E. G. aural analysis, complying with FBC-511' by manufacturer, signed and sealed by -0519.08) and Economic Resources (RER.). ued to .Eastman Chemical Company (NIA) Iuterlaye.rs" dated 06/19/14, expiring on ;ued to Kuraray America, Ine, for their ayir" dated 04/25115, expiring on 12/1 1/1G. M.l; with JiBC 5t'' Edition. (2014), date m7 ay and sealed by A. Lynn Miller, P.E. .0519, 08) t dated May 16, 2015, issued by manufacturer, .0919.08) Sorts No. FTL-4957, FTL-4958 and TTL- oratory, The., dated 10/03/06, signed and oats No. FTL-4649, FTL-4723, FTL-4947, ;ued by fenestration Testing Laboratory, Edmando Largaespada, P.E. Control Section, dated March 09, 2016, O , RS 1. Notice of Acceptance No. 15-0519.08, issued to POT Industries for their Series "SIB-700" Aluminum Single Hung Window - L.M.I., approved on 07/09/15 and expiring on 03/26/21. lYdan el]?e ez, .E. Product Control it aIn er NOA No.16 0714,06 Dxpiration Date: March 26, 2021 Approval Date: August IB,2016 E.-3 GENER�ALNOTE9 IMPACTSINO18 i�NaF N�EI?AND.INT56FiAL'FINWINDODUS T.GVL7JNC-OPTIDNS(SE�DETrUIs W19HEkTz) '�AsA19•wtDcaH${6'RHcOr- (z)LI(gsOFNwAfII1FA"GiA9SWITHA,u90'KURARAYDUMCITO-M(0 CO:,ipkm :204AVO MAUU - .151<F(Oflm�DDllUfiO CDDE(f9D), billEVRlOII �ktsVAfaFAtiD43ntz cOq Y;gou caLv7r.Uc,Rbl i •gUly9nU).10E3! {U:/t1UA ,A0f.A1010 fA15131m4g3i-]ni° F.7)16•I.AWCON�aSRNG OF(z)LL7ESOF:?7L6LLEl+YS,TFiENGTHENED GLASS W17t1AM "L"', uulnu rc:rv°3°r+•�i••'•'"�....,owq....... apA90•SAFT-E)i PYS U77EF�Lf)YER(DYEAST}AANOHE6LICALCOUPALiY) G:13l16'LMI(IOI(f)).[[EOF1T8'7FAWEgED CCg9s,AHNRSPAC$AND §�(G'iAeU c0.491S71Na QF (Z)L1TE of Up'AN)IEALED GlAs9)Hg11A .0%UP)MYgU'TACITE'PVS.( UMf7AY71MH1lCp,INC.)oRA9D•9AF.L.EIL°P.vi3.lf?JEMAYEkTYFAS MMCHEAUWA.GOMFANY) H.'MS'(AW IG:(IIUTE7jOHHF Ira! L! EREII GRASS y{G V FACE AND 51116'INAi C..ONSI9TIMG OF(I)uTEAF't!8.MNE" GLA69AND Ij) UTE R O:D`.SAPLPX%PVOGTIEIRAYERIUYIF 9Th(,Af(CHERA�Y �APANY) PYD iGYINRARAY AAIERIDI,4'INO.) L 107(D• 1M4I0; (1)LDE DF 1B' TEAfPERLU GLASS,AN NA SPACEA)N5116•IALR GOH5l9TWG OF(,LFTS OP UO'HPATSTHFJWOTHENM GLASS VaMA:mh,RuRARAYDUrAc�. P�YLNtiAR;%y AAitfuCArIHG.)OR.00D•sAFLrxl Pve1lA'E%LAVELICSYEAsTr•WI7WHPICN._cOMPANY) J.1,T!„1CL/UAIW(1111YEOF (1,8'7EfdPERED GLA9ji, 7119(URSFACEANP711S LU4SCONS1971HO OF( LITESOr10'AN7(FN.ED�GIA655YITHA .090 Kl1RN+AY BUrACRE" LNS (DY KUM%AYAAIEMc,% INC.) OR-096`'SAFLEX PW Df7ERLAYER(BY%ASY)�Nfi CHal(CAL.CCIAPANY) If.13/LA1AIG:(1)UTe DF1AP YEUPERED GLA96,AN A)RSGICEAN6 I a'LAAIICONSIST)Na tlP(1J IATE OF $118'ANI7EAIEO,GlA,59 AND (S)L1Tfi • DP3110'HEATST,iENOTHENEO OIAS$Yll)H A.0¢0• KURA)NY f)t7TACRE° PV8 (OY>SUMPAYASIEgICA, INO.) OA A9D`ShFLEX Pl7d N7TEf:IAYERjflYEASTAIAN•CIIEMIG4L i;Oh4PANY) L; L7II8` 11UAl iG: ([) LIIE OF IB' TEAG'ERED GiA§9`,tj(I�SIRSPAOEAN07110• IQAU CO)VGISTING OF(z) LITESPF3f Ie'NpATSTRE)76THEt7ED G1A99 YA7HA.mo'KURktiAY9UTAcgS� PVOIDYLWR AV:A4tERLCA,LHc.)OR.04D'G_Lgt°PVS NIIE%LAYER(DY EAST7ANt cFiE7>(�:cALCOAfPANYI f,!. T31(tP lNlll LITEpFo •ANITP.ALEO GIASS;ANNRSPACEAND6f16"lAM14 CON51911NGOF(4)CITES OF 17d'IIHNkiSLED GLASS �NfLIA ,mQ°KUILOTAYau"AT.I PYD,(DYl(URAT(AY MJ,�7GCA,LNG)OR.O40•SAFCEX'PVe INi[:RLAYPJL(SYEAS JIM7CHE�IICALC451PANY! 2,,CONFIGOgATtgyS;'DX' (111.YIf1YAN0 gA01U5TDA'ALL W11054ORMDHSILLOP7[ON) 3,OESIOH PRESSUAES;(SEETASLE9. 91IEET63J A.NEGAT)VE DESIGN tO.WS BASED ONTEdMOPitEJ5URHAHD GLASSTA9(T:T) ASOJ E 13C0. -' '-9. Ftl5RIVEDE9IGN LDAI>,S DASED'1H75YAT,e%7EsrPDESSLIAEAND Gll1597ADLES AS(AIE13O0. • • _ _ ... _. _ ... _ 4. ANCHORACPTHE34 IM. STRESS INCREASE RrM1s[DEENUSEDINTHEOESiONOFTIOSPAODUOT.SEES EOSOTiIROUGHIIFORANCHWWGEDE7AR5. 5, SHUTTERS ARE NDTHECIORED, '0. FRAMEAND PMeL CORNERS SEALEDVA(H NAHRmiJOINiSENI iTT ORQASHET. 7. REFEREY)CES:7E3YAEPOR7� M, %4a45,FTWU(Q,FTLr9W7i FTL-4910,FTL;{S(9,PT4485%FTL-465l.F7t,4743, -i957, M-4948 AND PT40" "AMPAN04: MR WOOD (ANSTRUCTIDN ALUNINUAIDESIGN 6LMW, L. 0, SE(ilE91AT9PEL oF5{GNATION GFROD.ALSO REJ6%RED TO ASSH701. 'D.TMS'PRODUDT HA39EEN DE6IGHED aIESiM TD COIAPLYVRTTITHEREgLRREMElfi 6 OF7HEFl4FiIdABURDi HGCODE.111GL(rO1L{G7HE NIGH VELOC(fY HuIUUCAHE20NE(FIVN7J. (0. FOR IN9UlA7ED O1A591N57A1tAY)QNS IN7HEHVlfCAOOVE30 FY, ONLYGIAT(NGOPTIgVS VIJTN 7QIAPEAEO CMS (G L)AREAMOMD. YAY 'aLiwra P' Anoins°°ACEsrsYosxcE7a, aroreauaocavvE WE 'AL .._... ALUM. SlNGCSHtINQ N7NDOW.lMPi •r P,-°•°WliTil _ _.. �. _ ligN001,rLiarT Yd)bbeAa• s,,,,,, AtYs •Yi •w ii ��d04R MAP sHeT J-F A%M UST:..:.,.. e E%TP45 perAi._._..._.,.7 CORNERDErAIL..,,....„.. 7 P.atA pnscdp9ml I.Wallal 71 ILammeAfrt945GTPS SpaterSyatam 7Z. puagp45uper5paoernKfu lh Hal diell Sulyl Sec lhh Sheel yo7 '73 Quaaax DurpscaFSpacer 1,{alpfials 74 CiAhalxi.Ed9e Spacer 49fW M, FIgn qLO.(AtL) FtDLQ —, 71. 12 , all— DETAIL B DETAIL' MEW(STANDARD-SAS I SEE DLO TAME 0 FIANO TABLE 0 EEDLU bASK ECOLOT OLT! BE HeOHT PETAILD DETAIL E —(GUSTOM VIEW ICUSTOMSASH) PADM-0 BASH) NOTEsi L Juo I i AIINM I " d tft-immomm. N =Hayop7Fg&UBlCfi.F TM OARODRkMA� Jol[Wi0l %WGC.REjIS14F 0 ftrW .(O� A P-71 DETAIL C RADIUS TOP (STANDA Ili TONS ' watHuivy wimow, impAcr (•--2.764-1 2H30 %= O( FLAN9GE FRAME HEAD 400rA.G06YT8 1719 O FLANGE FRAMESILL (LOW I{•8/0oH0.BOgT0 2.710 .4 5+1.-{�. •�72H --.0H2 .490 ,040 J .OSA STOP FLANGE FRAME JAMB O S oz6Haos'J�s. 17 SASS os7,sa s-TONER JIMO AS MOWS TOP HEAD) 13E2 � �••--z.276---(T I T° rI� 1.010 ,002 2 55 �1.70T ,OG2 •+— / FIXED MEETING RA1L 23 �SHTOP RA1L. R9 SASH TOM RA(Ll< V4 21 X4094A.Eaeyio•TH R4006C, 60ey)6•TB 9a007, a066•T5 T326—�•1 1.08E .a62 w O GLAZ z9-06 6 3,48 _ .H02 .osa• 1.11 SASH BO 0, RAIL (HICiI! j$ GLA, s9Ln aaGoEwnwaM; S{LL (M0R) BB R4a57A, TA69RS U "wAfw�4�iia , FRAME SEALANrORGASHET\ AT 70'-ADAND S&L VIEW D•D & VIEW HEAD & SILL. RADIUS TOP SILL) FRAME CORNER F I1'&49 GLAZIN � 41 nda; SASH SIDC RAIL a4 . TAGS-T& A78 SEALANTALONO MIRE JOINT WELD ALONO II llllj+DOaSSCREW(21 asa ' { .aw -r! I�IdhtlLT66VAF]7 �Y .6I6 GBEAD.611 GLAZING 42 9AOS-0R 80N•7G Ei^ rryti»teie,r�..fa. L Amp, a, y°'I,°y G•O I �Z) (I0LL10T) USEOY11Q c ea uu� RD r i1FAO' 7N6" ' L a�i L EYn �nMw� 7, A003•T8 .063 —Lin .aTG GI.AZING BI_ADJSIW IG •'� ____..�� 46 eaae>;6as9aG ";c•' p,,,ssrns OBEAb.7fiG" wicR�iti7wT) 'Jr-c �•.sS,��6lYi(6 (�c' ~ E =USfONS & FR4M1 CORNER,oETAIL f:; .L{ ;" •" • } "':;; ALUM. SINGLE HUNG WINDOW IMPACT � r,.7, Ira•,;,°� iL A. LYNiI�RL�R. P.E. w —•rW, "— I Ha1I .,,,.,,^ • r w ii dW0.20 F FL P.E.600705 _ QUANTITIES FOR STANDARD VIEWAND RADIUS TOP FLANGED WINDOWS IO.i26 -... .. .i. .i. A.G.M 1 1 1 i PSF 79 24.DDO H.W.K,L 1 1 1 1 A,%M i 1i11 Par 60 O,O,E,F,O 1 i 02,00o H.LdK,L 1 1 1 1 1i 11 PSF 69 C.O.F.F,0, 1 i ST,000 I."'L IT, 1 ri AGM i i1�1 i PSI, 64. 79 C,D,F;F.G, 2 2 A0,000 Kkjx.L i i i i A,S,M 2 i i 2 11-1 PSF 49 79 O,O.E.FO, 2_ 2 44,000 HAdx.L 1 1 1 i 2 2 i141 46 74 2 2 4BA00 i i 1 1 r1l 2 ii1I 2 Al 67 2 2. E0.tz5 N,I,J,K.L . i i 1 ' A,G,M sip ;r 2 PIA Ae,b;;l 41G 1. ANCHORTYPES; 1-14-ELCOTAPCONS 2-v4-rLCOSS4 CRETF FLE% -CT2 SCAEWG tl 2, ANCHOR LOCATIONS ARE UASED ONT HE 'a FOLLOW9CG DIMENSIONS: V HEAD-111112,MAX. FROM TOP CORNERS JAMBS- 1T 112'MAx, FROM TOP CORNERS i f 6' MAC. FROM D OTTOM CORNERS 12 D'LW60ELOWMTG,RAM ( SILL- ANCHORS NOT REDUim 12 S. R49TALLPERTHE ADlACENTTADLEANCHOR gOANTITIPS USING THE DIMENSIONAL CRDERIA OF 1 NOTET. 12 4. TABLE VAOTH ABP HEIGHT DIMIINSIONARE FOR 1 FIAIGE0WINDOWS. INTEGRALflNRIMENSIONS I�2 AREVLESS. 6. DESIGN PREssURELIl2TTATI�I S;_ i THEAOJAGEN'kADLI!W1iHA DOLDRAUG[�D VALUE ASOVETHEM. ININCATEA 1 OFANCHORS NCHORS SHOWN IN HE OOL0. OTRWISE 'IS IAA MUMDESIGN PRESSURE FOR RT3P£CTIVE912E 2 AND GLASSIYPE IS TABLE KEY: - IAfG. RAIL JAMB BELOW 1 au2J °h 2 ra NITO. RAL lJ 24 L< ULL Al LLTLi+I:'+;+jet HEAD 2 e•+ ..:y i,P`' JANBABDVE 2 2 •. 1:'. .. 3 0 JAMS BELOW mraRAa :�; has A.LY9N MILLER, P,E FL ME 0 "104 14125 X000 a2Do0 37.000 40.001) 44,000 41L000 53.126 ANCHOR QI1{tNTITIES AT JAMBS BELOW MEETING RAIL, GIISTOM FI'ANO1:U WRDOWS BASED ON SASH HT. TABLE & Iiq MIGHT SUBGTR6m 12.778 1b.775raf- 21.7m 24.77b. 27.770 I 30.776 31.tOB N:OHORTYPB. a u �"6 0 a 4�i�E$N9Ns'VNP zzNo ono 7rz �s�Sc g0 �+a� S12 SqN �. pn ...z�z Na UPiWIDTHS5 o ra3 ,. Fri. WNDOW ."�4N 1.77D 2 1 2 2 2 2 2 2 ,2 •2 2 2 24.00D 2 1 1 2 7 2 i. 2 2 2 2 2 2 2 2 2 2 2 13 2 2 3 2 2 320D0 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 a 2 3 9 2 3 q 2 3 7P ra 37,000 2 1 2 2 2 2 0 2 3 a 2 3 a a 3 a 3 4 a a d 3• 4 T4 40.0DD 2• 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 S 4 bB IH 4,000 2 3 2 3 9 3 3 d 3 a 4 3 A 5 9 4 6 3 9 72 7B 48.00D.. a2- ; 3 2 3 d B a 4 3 �4 4 3 4 5 3'16332.52 2 3 3 a 9 9 d 4 a 4 6 5 A 5 3 6 6 a b iwn`ce01nai°P PL,DLR1PiD LmRani,ne+N, J. ANCI(OR TYPES: 1- W ELLOTAPOONS 2-114-ELOD5590RM'-FLEX a-1112SUM 2.AIICHORLOcATBINS ARE 9ASI;D ONTHE FOLL01S1b1G DIMENSIONS: HEAD -18 IIV MAX. FROM CORNERS JNM1BS • 11 IM MM FROM TOP MINERS 1112' AUX. A110IR TI IB MEEIRRG R74 L vMAX EELOW 7ATG. FW L IS LUX FROM BOTTOM CORNERS SILL-AHOHMS NOT KOM= & DETERFA14ETHE ANHWR QUART1f1ES FOR CUSTOM WIN FROM TABLES 7,AND & USINGTIIE DIMENSIONALORITERIA101:1,10TE2. USETABIE7.FOR A90yETHE MEE nNO RAILANO TARLE9. FORBELUN, 4, AVAILABLE SASH NMI= FOR CUSTOMMEW WINDOWSARE 12 &W KN.T02•A1AX. S.TAULEN1DTH AND HEIGHT BBAEILSIONARE FOR FIANDFGMI70 S. IeREGRALFIN DIMENSIONS ARE TABLE7_ KEY: max PSF (DPLUVITED1 112 HEAD 2 .PMA13 2 MjG.RAIL -- PILL DP .. -. HEAD 2 JAN8AB0VE d PRODUCrRM.0 MTG. RAIL ,mDpptxald,veT� ie, ma1ww Ampcu.)bl .0 I ,.ryo,��•,W2 E�pbeWiD.da I TABLE S. KEY: p L anca.lco-w MAX.PSF MTG. RAIL FULLbP :�7•,� IBB6LOWe ���--- •' MFO.RA0. ,5.� LI'"-1a116 .'isL:• f0 -if 1 4010-20 FJFTERIOR INTERIOR 'rWilVADANDSILLOE I-) 'WOODANCHOR T.'!4'MIN. EOOF. (SEE NOTE2 A 3) CONCRETEANCHOR 2x WOOD➢UCK (SEE A'OTE1 A 3) taF.MUOTE 43 �1'NIMEDGE 3.35 KSI IAPL CONCRETE -; �•'� .,� ; Fi I,:', 14 IIN,114'TAPCON • _ • :1 "~ �� •1374•)AIN, fT4'CRETE-TIII lEX _ T. OPRO.Y3UCK '•� �'� RUIN. (SEE _ (SEE t•IOTE4) -- H4' U4' AtuT. tAAx. DETAILA situ" DETAILB SHIM TYPICAL FLANGED HEAD ANCHORAGE 1 Ttd' —y 1378• . ' �),mr'- 11.1'MAY SHIlA L-=1W. 1, 4-40 EDGE YF�A tW EOG� I CONCRETE ANCHOR, nI nEI�W AtFErINO i31 RAR (SEE NOTi=1 d9) '•I':t S.GS Rst Allµ cavaRElE F 1,�; OR 1.3K31 AC)L CMU - 1i SUCH OPTIOt1AL WITHSOLRT CONCRETE I r. 1 OR clAu sUEsTRATE(SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 2.1fA•ERSTEahIENi AmAA1X SHIM IOOA Ff1ALL5 �' l 2-1WEM EDl.IFM .13rmn.6RN. x 21R'NNL. A7 aGl"NERs - ANO3'O.C. EDGE M1Nj'.taPaw.l U4' 1 Y21Mt7! lAAX. ATCORNI SIWA DETAIL (HEAD) DETAIL E. 1. FOR CONCRETE APPLICATIONS IN )AIAACi1ADE COUNTV, USE ONLYL4W1,114)ADECOU)iTY APPROYEO 114• ELCO TAPCONS OR 114'SS4 CREFE•FLOL MMAH➢ADISTAh'CE FROM ANCHOR TO CANCRETEEOGEIS 1311'. 2. FOR WOODAPPUCARONS U4 AUA)AI-DAOECOURIY, USERIZ STEMSCRENYS (OS)OR INSTALLA710H OR A➢APPROYI ML (SEE IKOTE2 d 3) -0� INTERIOR (ALl.1N^ AS O1141,0I EXTEFU E4)K ST4' --vrooDFRAF+E Awc. �srou Dk'TA1L G, (SILL) 40d0-PO FOR INTEORALFW VDATTACHTOTRE RAGE REOUIREtAEM. ATCOME INTO CONTACT TENTS OFPSCCURREW, it,.• Nl•'' � G 17116 .P.E.ilSSTOS 77 U MY R11 OUT .......... B`1 0 Et- 2 9 20 rgy, 8 !,A N N ED ............... BY MIA WON ANA J)4qpNQmxPY%qOtm (4-141— ]EWIM AM COW -NDVKS Wi8rIff a V(784)3152999 Ard Axii, GAW,ge boors yo bou'll ppRobloralou materials, The co n to be tined himfoall DAdo cb-OHLY ma Off(exuda (Tie txpftvl0 tiPa'duto dcoft Oh AAtqAq1 tested for qualky anyt ' the obveptda rop"1101; 015' jimajfhOurorohl lkw tiro o4e�uo 6TS11011 WAIJUS-811d the A)7qyjr't%V Immodiniefy joybj% Inoft orsilepolid J116-uso of by_ to -meat the raquIcaMonIA -'of the- upp&ublo building oddo. This pro4utis appioved os domr1oddliereln, sad hns boca cl�esigod to uog'PIY Mai (Ito Morlda BiffldiwCods, inolu&g 16e Algh,volo Ay nuiloane, 901ke & 665 OnIcS11 +45,8, -4 ,3 WO) APTILO-VAM)f 010M, NZ Drawln gwo. )RC-9516-169-46, WWI 'ModelgSO j�f4jtagq AModol 655 Oak Su W(� (203A) 1000, 2000, Shott, Long, plash nika-0alciSummit Tan I 0 P nheols 1through 3 of Mad 03/144003, With kovIstorn 0 datod 02/020013, prqpprod bylAmfirx Oarago)DOoo, 61gited 4nd sealed by Tomas,t. Shelmerdka, PS., boflAng thb Mawl-baile CoU*Y.Protlliot dgwexoml4cia stamp wltb the X6*0 WiUatl= 4a&4tliu-Mi�;d-35106 COAPty2Xoduct, Control Sfidtlou. IW8=- 111OO&OTTATRW: Largo a-Aa LAB)RuiWi A 3800 ch-010, LquxQuqO, mb 410 qp1lanblo-lost stodudg, atid Or hinur 6kiffhoo cif si panel, =-law (Es oil odaiselpht uf ijfiy*pidduQ, far YOuk to AU .............. ............ . . . . . . . . . . . . . . . . . ........... . . . . . . 'couaLy, I Apfidg, M4401101yed by the a dhPlVaOt rig ' )WSPACAOX; A n copy of this M oNOMU baproy1doet to the usorbythu ofatioidtnede of its dtiWbWbm bud .P 01 -T ad a 0104tv as OURvappowl do0viii0ifrapatibnog ob*% Gwed by. VIC AD",. File. t, Opy fIW pIKTJit SI(J LDIfW IYN4E AI f�C14i • Q NVI/Jf,16�D 30¢Vi .L� u f/i �fi/ur I IKPKf ^T i• 1 TC a yr a�fruLp VA U[+H i0 J �A MIUA1. LUPASAPE CEN E I M xrx 2 if.,oa�e,wm :A'ra.Lmr� INSiOr. ELEVARON D nmm 7 DPJ]aNAL VENi�J LJ• LAd an �J�AS�1��/Lxy1 ppVyy/�( fPl'I/J•1f i/J' IR IW 1MLVJ AT mIN9L w r li ikl U. QPP11411 Y/3' HN JfIII fi�Javn',e., EfpiQp uA% wE¢ ,m,,. vxonun•aew� ,r: LS � ry,�B ufw�tylJpKiDfdtlfaL6L 1ii�Bs• flS��GU aE40N [qF iila P�31 n.MxPfwN1 �J h0a,1 fbAad \ S � uia LARGE MISSLE IMPACT RESISTANT NI.WCT hnm- lD $PF1'IOCATIUN9 AND NOTES 7 7� IkOULn7 eE7LROAACOg FItE tDM 6RANS9fFN BfW o�PIEOVEHTIOALJNd09CK. iNE F(OAIz0117AL T,W3DN ql f[fADEft RECEM14! NO PORTION OF, 7NE LOAo INN45FOWD PROM WE DOOR. �OFilrR Vn(UCA & N�8SS4R4 W Yr,ST9MIAI DFS Ot LOADS OF, J, DOOR AND IIAROWARE Kill. RE DEStCNrJ1, LGIIDFAGWT AND UISTALLEO PATH SrAROAAD9 AS SET rOATII DY DASAU, 4, DOOR SECTIONS SHALL DE D.f CA CO2IB) Wfl. [XFERIOA SKIN AOL1E0 FOMEU YT/ BhIDU 0.Y POLYF g 9f ' INTERIOR OF OARA E & DOORS UPiO YO' IRCR CORSIST aF (i) Stx11OHS A9 SHMI. USE (1) S 1/2' R-TAU33 PER SECTION G (2) 3' YOOA STRUTS AT DOT= SEOTION MAX 81UTF1 toe It DOORS OYTR (4) SEO11OR9 REFER TO TAM L AND 2 ON PAGE J 7. SWORTINO RTRUfIUM ELEMENTS SHALL DE DFSTORM EUIGA(Ern EDR YWD LTMM DESGH LOADSW�Ll•L.LJ.F-L BY A RESISTRED PROFES90NAL WCATD, ON TI19 DRAYMO UI AUDITION TO On= IDAD➢(CS D, 11➢9 APPROVAL RECMES IRE NAHUFACTURER TO DO TEMO +W&4 ERS�P7 SEE NOTE 2 -39i.4 LOSMR CF ALL GWts USED TO r)MCAIE DOOR PAl4ElR lWDat 71U5 tWM CF ACCEP VNCE A MIND RA OF 2 SPECOJEW SHALL BE CUT MOU EACH Cal AM IGISAE TESTED ACCORDRO TO ARAN E-T RY: DADE co Um AAPPJ;OVN•UD S CiEO wD� AN BY STAAI Y )i•QG It V2' EKmRmn fuLTl AV1Y tar D/B' X 4' lFNn 4 6• IRIDI THDS 1)lEA 94' 00. 2 IAY' ENSfIIWtn NIL71 SL[GVC NRTOR 3/D• X 2Q/4' sTAATaO 6• FROn fHD3 tlinl 7e• ¢e (l 1/4• NICON0111 Irv/RAfmr SEMUD (TKU-20LI) ON• X 4• srAAnM1G G• rw v= TFYN 2011G r2 Vz• DaCIDCnn AL S0V VY X !' llltli 33GPEYE lTAAIINO i• WS. WE PAW V rASTnOAS a• APMN AT B' OC. (l 1/P• i1 !SME1 NILTI V4' 2 �-Oli' 1(V1K-Cal lD SGRCVS liNN1m Y FPON fNOt, DSC PINK OF FASTrhSytVa a' APAW AT 0' 6C, U 1/4• nD[ONMin FNYTE(DHUIU Nf4 Va CYFA39'TR�SM1Y NR LLOW C-12 LOCID 9 THEN l/ PC ( IIS' YLAOS AS! ARTS CAN )E CQUVCANM tO FROVIO A SLOSH NODMOAI SLWAM �PIUPAMTIIWM tIo® UIn IT OTHER; sLRucroAE ISROICTun SrW1DOIVi'fit qR CTkrr / a -a" /l• PX AIII t-ll/L2_•1tfu_W I �� 177.r AVARADLC TRACK CONFIGURATIONS xu •PROWC':A1 Go Plowasu tma wFKETbp w)pmaElufO4'. . 1)4O A10131 m m. TsubATy IMIBa9C., 0 ,d• IB 8 -4 1 %PkFtCM�(' etel It 1 �sI•(M ill , ESYTT LOAD i458 PST !' OF . r .....,._.... ,........ ,r,,.:. :...-,.. ..�_ �....�......... .. ...o--_. ti..�..,..,. ,. ,: _,. ...:, :_...,,. _ .. ..-. ram-., .,. ....., .,. ... .. •�� ... _ . :. .. ..., .. .. .. .. BY: ....................... , Il&OS'SpJ2G51"�Pft�oa�ii�0$—_.. _� lCO DjyC(;.Jr11tsQYlXe4J�0 (lttill)_......... bllnmi,S�lozlda3175?d7d • '�� �.ilA Cpb� AA74'.IIiYl,5'�i�.TXOa`1 A,1VlSa0I't T (78'� 815 2590 S� (�'l3G) 915?.�99 NOWI�i.�'tr.&�i-�%OEIRAMA@i A ivtVtiyMinmidttdegov/eca�lonn� Avwr Onrngo))a6ts 2,,5 C5-rrluge 01011ru • Wixlstoxi��al(axtt,I,'TC�7t05 - s�CU s l'F. .rills NoA Is Geingissn¢tl undor.tho n1,pllaabla xi laP ngdreg .rills ons.goyerning Ilia usv of aoltshvatlon 1Ant@rlii7s, The da(sUnietl'tAtlallSAbAllttt�dll:ti bU011 SCYI�lYOd �UG� 80CCpt9(Y�Y tVl#Nn73i �]Rdo GquntylZHli�rYoduoE Conlrol3epfio�t iu'bu • nsec� ii1:Ml�uii Aa�10 Goaoly and otfturssxens tYhato pltotiYed by tl�e Au[holttyNavlug sarlstllotlort (.A]C!J)• • ThisN6A.Aipllnotbo YAW aftor Ilia ox(3iCntivil. ate staled befb* Tt+cUMili•Datle County praduatt3o�,trnlSeotiarx(lri MlpuiiDade Cauuty)atidfortitaApiJ(inaran9 outerlhflttivilaut�vadc.Cpunty).zosvcve tharlghttbhugeFJs.kodncf br matoriol te8tad far quality assuranad ptixglA s, If this 1,1•gdUff or M001ul faits to polfwa ill Ilia aamepted lttapnar, 0to viauufaotucc> ,eill inour ilia oXlighae'of ;4tdh testh�g imel tlib Al J fnay Jmm¢tliflte2y rovalCo, itlbdlljl, grgttspend tits pso of rluoh prpc uat 6r'nfaterinl w6fii glair jurisdiPtlan, Itxaserve� lha slgllttb ravale this ncaoplahoo, if It is ddefntiaeil b Mlaini-pado Couniv A6duot Covtcal Seotlon that this p,:oduct of AOterinl .N#q,i9. eat ttla xeslttlxements of the • P �ll6ablahulidingoetla, � s pxoctuat is nppraYedas a csoribedhoiola, undhas been doslgda ina7udingt]1a7ilgh.V'elocity X•Iturlcutte'Loue, ]) SCR! l?'1'ZOItTt yfodeT:950 Rei'lt lge 6; 655 OBUA R1rrn I to.9'.•0ir Wl(Ie(A3' )�U, L60.3PSF') APMOV,1L DOCilN.iB1AT Ih'a)Ang xO- MG-9509180 2x I guintnit, (24 �rA)10UD, 20AD, Short, JLottg,.JPltlshaitd oalc5i 03/14/7,Q03, �dlttt 1•eYlston � dated 10/13f2011, preptu'od hy� 2'amas L, Sllelttt6idj11e,1?.1, tieal'1ngtltoMtamf�Uuc[e Caun WoUce ofA¢aelatahce- tumbof attd OgpJratlo)l. date by the 11+1i 1Y S,4' G]ieD�D�ti G '3i `x' fx': J ipa't fl11t1,93linllly[io>(I 1=,��33:ti,'It`TT(�: A'penman$ntial>,eJ.wltiLthaztianttt'aohieec'sna� Is nnsas, modal.rtiintbex, tlioostfiYo attdttogatlYe designs pros, instailiitigltita#fitdtlott drt}wtngreeteuaouuntbol, npl�raFajlP the stt}texi►entrending $Wnil,Dude Cvuetty�raduatG`oxtttoX fmakbottomangle, al;lnn6gli 000fGJAnel, I2Tl'.�1T'V�A�, pl?flds l•7dt1. s'�all.f 1e ¢ansiQored n$eru xeaawtal nppl� in lbo itpplloablo bulldWg aocle ltegpllYely aficgfhi�'tliolierfnrinAtic# •T �'�A,`�I;pNofllzls?�o�iwitl..gceuYnfta•#Eteo�icdltc5ndati� n>a1ar1-ttY�,ute,rlttd/grmttz,.ufaaiuceoi'fhapxaduat.ot'iv'ooess,Iv�1s�ie� Owlaa} itclvottlsiog or any ofherliiucpRses ahbll Itutorhatloally tarmivat this,Ti.'.oA, oJtbll lib¢epsoTortbn5cittaiion'aucTxa,noyal of iTOA., T.ha NOiI xintnbox praaededby the Nord: vc4atittiouilata�tiybe[Lisplayodi�utlyectlspigiltexAtaro, Unity# leit��t(l>:Qly. Xl`�15 tO1�Tr k1 au�sy qf thls antiraNbA shrjllbeyro Vldyd to t6 dish bbavaMlo•fokinapeatlomilt'1lia jbb fit I'd dt: IhoioVest•r,ftltO 7CluyN9A iayasegfiTo-05f1;3re it idponslsteofthis PRE ciiiat2t�xortf'<neniioficdtib.ov : • (j r.. �= � ° Q't� Tha subtrlitlei3 docttnoei F< iii G xZos`IYf; lfft dLANY0 C,p�� did ' ;ems.:. • .; -. r. - d::. Mu:,Mt�nnOccaUr comply vAlh the plortdaBDIldlug We, t L000, 2000 S'taol Se¢tiditnl Gax'ag$Door tip itlod "Model 950Herl#ttgoA Modal, 655Odic tintltAllow%ahoels Itilrough3 of3, dated. uarr Gakage Doors, signed &d sealed by TO(ILL0t C0x1ho11evinfon stomp,Ylth the;; 1iDado Cowlt7ROdnatC01ite01 S6011011.` tpttat•�ealstallt- • e of logo, 3 800 (3roorMgy Cirolo, LAwreztoo) aie rutingt In dioitto 11opuot rated 9f app7loable, Mbar(1+X0AJ,fihoapl3uaabletaztslaudnxda, attcl 'lipcoved' is. to be Idoated m-66 door's side I . dtiori lids bag0 filed mid tliexoltas been no ah0nge Qi:tlrispLodttuk ' orlt'fllezo I1tis boen•n reYislopnro$nnge 3n tha gf1(tis Nt]tA tis tin bnaaxsemandof any peathior, for 01IsN0,A, X?Aoro'to'at,mpTytYltIiiny sactlon of Ivflntnl"pnda plryitY,.�1loWdg, And follomd by Ilia lttdttbf thbN0A.9s'c7isplayad, thwoghail be dad ttsnrUy{l+pzngntifanteuet dj:ms rfistA-01ars bnct- 0014Of OW. i.1 and oxldonaepAgOIuj a$1Yali ns apptoval. cY+iS, )'.X1 NOA No %6 56i sill xl»ratlbn n¢fm Sept4nther 4�.2018 /TV&oVaIll.ate'': NAY 16,016 TQr. I le Copy Amarr Garalze Doors A. DRAWINGS "Submitted underNOA # 13-05 1. Drawing No. IRC--9509-150-21, titled "1 GA) 1000, 2000, Short, Long, Flush and 03/t4/2003, with revision dated 10/13i sealed by Thomas L. Shelmerdine, RE, 06" del 950 Heritage & Model 655 Oak Summit; (24 ik Summit Panels", shects lthrough 3 of 3, dated 11, prepared by AmaiT Garage Doors, signed and B. TESTS "Submitted under NOA # 13-0503.06" 1. Addendum to Test Report No. ATLNC 012 dated 0611112013, signed and sealed by Da� 2. Test report on Evaluation of Painted or Coat Environments per ASTM D1654 & ASTN1 ReportNo. C5463.01-10618, dated 04/0Mi 3. Test reports on 1) Uniform Static Air Pressu 2) Large Missile Impact Tez 3) Cyclic Wind Pressure Lo 4) Tensile Test per ASTM 5) Forced EntryResistance along with marked -up drawings and installa1 Model 950, prepared -by -American Test -Lab dated 04/02/2013, signed and sealed by Day. l : 4. Test reports on 1) Uniform Static Air P ossu 2) Large Missile Impad Tes 4 i r 3) Cyclic Wind Pressucp to, slang with: 6 rked-up drawings and in�tallal Durasafe, 2�4 ga Sectional Steel GarageDooi ReportNo, ATL 0311.01.-03R, dated 061221 P.E. "'Submitted ulider NOA # 08-071 & 01 C. CALCULATIONS "Submitted under NOA #'13 1. Anchor calculations prepared by Struct�ral sealed by Thomas L. Shelmerdine, P.E.; I 2. Anchor calculations prepared by Structural sealed by Thomas L. Shelmerdine, RE, i `Sr D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory; and E. MATE, RIAL CERTMC-A.TIONS 1. None. - F. STATEMENTS 1. Statement letter of code conformance to the issued by Structural Solutions, PA., dated 0, Shelmerdine, P.E. E-1 ,01-13R, prepared by American Test Lab, Inc., i W. Johnson, P.E. d Specimens Subjected to Corrosive 117, prepared by Architectural Testing, Inc., Test 113, signed and sealed by Gary T. Hartman, P.E. Test, Loading per FBC TAB 202-94 per FBC, TAS 201-94 ding per FBC, TAB 203-94 est per FBC, TAB 202-94 )n diagrain of 9'x T 24 ga steel garage door he , Test ReportNo: A;TLNC 0129.01-1313, I W. Johnson, P.E. Test, Loading per FBC TAB 202-94 per FBC, TAB 201-94 ling per FBC, TAB 203-94 )n diagram of 9'x T Model 950D Heritage with prepared by American Test Lr'ab, Inc., Test 006, signed and sealed by David W. Johnson, 06" )ns, P.A., dated 04/11/2013, signed and )ns, P.A., dated 01/25/2012, signed and ,d under NOA # 08--0718.01" Resources (RER) edition (2014) FBC and no financial interest 8/2015, signed and sealed box Tomas L. • 09I09 Zo/� Carlos M. Utrem, P.E. Product Control Examiner NOA No 15-0505.11 Expiration Date: September 4, 2018 Approval Date: July 16, 2015 • ZOO Si six Vli• wfJ_ wawi ' xR .! wt rtR rulxcr canu IanYc Itt cdu ¢• TNI � ¢A CY2NLEIAL fl�l f%1) fAI i%4' I¢i MAO iW.VC n r/e• PRA ¢�ILU,S.I�FID[D - ID.M"' C 1-0 @ArMCr e, r. 1¢anAA 1RxDR 1411u/T1IT at aAf W+ rilrARl 9sl YlW 1//• R tI!' NLT AV 1 R r�<RM .Vzr iA(II fiellq(IIILE - _ - •/OAWO ¢1PRYmDn hYeH :vn�t �• 11 aua srR • • • MW aifR rttxLR � N.u_ TYpIGL TIm r1ktVRLS i.� 4 BUAAT C CETITE 2 pf4lih A-Ibit lfPrimlNl lnnevne R alac sltnrxmr of txArrD w fanDA IA01 IH ra iicrDw IMT TOW I%rAYr lilxRar ATr— le Ym¢ e Rvh �o; R • rt ITAII¢ 0, IN FMC D - o Fw uaa latczLr aACYD o � - rn�cr cmnwnlna+ rm D•e• w TD n• rNL cool➢ , 0 L.D1I Y 2z r,� la tB• F? , iYPlCAL S1RC SnFFCNFA �Rr-rrRJssl cy V(j�a's/��R•lyiufr � r 'l yl{Ea 1Lri � RE1s�li�l�a !`'AT WI�W <ri�l ilm NURAiCIcJi A4 elrN �+RIIA xl RME ELEVAl1ON i zt i' -r•� r 'c •••'- r rc`a' Ira IINa¢xL {' (:' mvrAi h} 'r• k o nr•t!. nnl¢IhuvmL .�i - Awia�iA�w. ��1 AN¢w! wmra•,. yr .. j IAa 1sA¢ ra¢Ys .1 4 { L�(A�lluu A ' art.IIin. RLIAlIm3itlk117CFA6Yu6D '. RY pYrF,NffT�S rN[ 11II� le i' TVO t!) Rdle X Tla[t Ill }. V/ WI[W 24L ppyij �xbibNa. h YII tnL rwaNz vurz Louis Is ra xM 1 ROWDrP7mf�l�azkitil� piles sR rRfrA rAwlru Airlwrn � �+ � � ��Y awl o�zm�,r�iar�tr��t• !—�SECTION A -A (9OE 41Fw\ F°'�� a umIDDRcaU pNN E• la /JIA a ID. IfF '.9W,1CR57E ,L„\plpxhL,rl. La a' tmD awilDxvA A"d°`r r 14, C'.4 L R go 6,�; SHEL2gf�+r �F NFaDr'onD Vrltrlta WTI[WALV It DETA 6 4a1,T P4'� a✓J��'�,\CCMv 6� tWppff it t Mx Mll IS -70.3 PLF Oh® TAT, "" LARGE MISSLE - a$g f 4•pCpl ATr��rY/nl V4• a IMPACT RESISTANT °i 4% uAv- Unix ]„ � DtrmAl (DArfum UInnraarDvArml) N DA Q,LLaiV 6Dia1rr WDrAltoAInRWwIL .I-- I,CTWYQA 0/4• w >1pRFRlA %• iRYWm n]{tm/w wNfm yY/( _ IN A40 rafpH� 16iiW N 1Hi 1lo NDI 1111�1• nA D pTCOWIf.TW1VL6ED' IIhW RNL g�eemm NxxrilVL payt TO IetFAta r!a Rai! i I � �1 �NihllaTFal9 , • AaaOwsDT[M raAAlrinA.1taiGLsrfAO6D R`RGiyLRlw rA'!1 a ffi Ll R 04V. n 1W0t 011/f•matVe'IrNX Ran'lIFVIfIIIIQRR67.Nx• IFAL 1.7mlAG FTh gal L as /Rn lilt Ru YRDCR+xRa m TRACT( }.}CUNTING DUALpla:milmmYeD � AF.xL4TNjf(S piFps F�'i)�rlrySsrfr•Ou,/T,N,uqli11maL••r•�\•�,., j\�\ �\\� aR�dy.t �x i j 81MAGA El 00, 7{ODBL Q66 ONr 60 'lllit (LI OA) 1660, A00p 680pr 79N0, py,IBIL M QUCIVINQ TAl W 91r IMlli R7 tR WNN MIhBYS:Ot 8 Dramv All r>iE z1Alh1 c9-f80-21 3nT mI ff0 SPEGF)CATIM AND NOTES FROU TKELL ETRAA ( FROM IS�AUII ISFERAAEO 00 MEOflANSFERRED TO W ,JAIM . THE RORRONTAL DAMS OR HEADER RECEM HO PORTION Or VIC LOAD IRANSFOAREA FRON TUE DOOR. Y EAC LBILO S R�&�S Irl CDC M XWW DESIGN LOADS OF. X DOOR AND HARDWARE R2L BE DESIGNED. WNWAGIUROO AND WSTALUO EMIR SlARDARDS AS SET FORAM BY DASW« BDOOR BMW FORMED, SIP% BALL AKED 24 POLYESCUL TER FINISH IXIEAIGIi SRTtI r, DOORS UPTO 7'0• HICH CONSSr OF W SECTIONS AS SHOTW. USE (1) 3 SA' R-TRUSS PER $=(W & A ORSCE ; OVER (4) SECTIONS REFER TO TADIM 1 AND 2 7. SUPPORTINO STRUCTURAL ESFDITTils SIAU, BE DESIGHEG BY A RMTREO PROFESSIONAL fllafi'EEf( FOR a%m LOADS kIwGAT10 OR n DAAINNO IN A001nHIOx lO OTI�R LOADMGS D. 71111 APPROVAL ROOVIRES THE T[ANPACTUREA TO m TESjO.Yi OF ALL C= USED TO FABRICATE DOOR PAVUS WIDER 11113 NOROE or ACCEPIMT:E. A VIATEMI OF 2 SPECOIENS STALL BE CUT FROM ECH COD. "I TENSILE TESTED ACGORIg10 TO ASN E-D 0Y A DAffi CWNT/ APPRW" UB .. ... _._.-.SELE0IED.ANO_PAIO. BY. TNE.LWTUFACIIIRER LV]IfY ] lONf054. 4 TDIFS A REPORTS 1YRIIlf RIWnOr9t nuF 7ii6p UA/Exs�w�ER, sFIE�C'EOo FWTEST COILS mmrrraoU in u w ACTTUURlR MY ONLLY COW mix TWID SIREN TR OF 05,000 PSI OR NOAE SHOW. BE NO TO WE DOOR PAVFLS FOR BADE COUNTY WIOFR iH6 HO710E DF ACCEPTNROE. l' f� AVAILABLE TRACK CONFIGURATIONS H.U. LVTENIOA OF WAGE W2. TUO1H PO' DOOR LOADSLJ-I-I-A.L-LLJ-1-J-1 _" •{ ";V SEE NOTE 2 FROM . mA �wi�4 HwniTu7aDvt[DD �Pmp1YT q%itlItEPF1>,CL ropPekP M , A� PrmO (T.4e7 ri a 1 To srRurirui?E BY D'dDaNQRNW4 OR IT A IDiXSgIA=IW1mLmamlY® a 2[pEVS VL IIGIL JAHB A IHiO 6• TNIX FN➢4 A01 2a' DG (I 1/B' Fk1[IlYENO rlfweNY tiT Pl[d Ptl Gt01ep71E ..� 1 DD{mAA0A4 D�0A11 lot DAR SW BIB• X 4• SSAAt fWM [NDS THIN ai• DG Q 1/a' 11O VI REEVE AA% O/a• X !�0/1• R H6 O• iROX tND11M 1T DO.` III' EOH[NA DUET RfiR�HARpQIIRV-SOU 2/B' 2 STARIIIRi 6• f[RW ENDS 7RI1( 2+I OG f2 Va' FIWEOaIND m. W% T115111I11[il elll s V[rtICAt JIINP AlrINN a pRlo4 aM N V{• % Y TIl[N eu of arANIRG 6• HAW ENDS, OIC F'AmS 6 rAStDDKS O RCH l W `.O .�iO• Ns�•'. F9O,, g UtT) nT 5• m. B VD' [NSCDIaNU I f{' X E-0/(• REOX- HA MANS STMUM /• f!<OH IDxi %Har, Dr[ PAW •Of ~41 PS! � ��� O6 g Ki (a' (TART) 47 0' TLC U 1W IXACIMOR) ,,,[{ � A,f �� •.Y� IIEEV AYa1Nq 9/0' X E-O/{• JfIATINO • FROV Dlaf ]TUN f2 RO 1 I/i• $ tl . rxn IlDI, VSS FAaimTzrs Fm IIILDV C-Ta cEOCU I 7 A] STATE OF ANa aaus cm le W@RERIO lII PImVHE A IILSH MORINO SOWA[r. LARGE E '4 ry?-'O'•.A,'( R T. RATION OF WOOD JUUS lT DADA[ RE]1STAIHS J1 �4� •�,. �••• �Ir[0 D &$ �A4p �OMA�TT% STAUCTUPc - aTRVG»C S�iaeleru C 4... DAt - FL n1 i . � � IR tuR EURr vPmarvla.lm anv Vz• 1 p r'v{• Aw 1-Ae• Im' I {, I xDDra eaD F�Rr oR s GA) LADD, I%6 1N11 11''RR • rR HOD[O Sae O.Uf nSHBl7 D 1Go alrom uxD, Pose, um OAX eoln 9d VAXitt DI 1B[ NA1JN B QI maw =1 Aw QA1vw 110-1 mII ' r •� DEC 2 MIAMIi•DADE ":....................... 4 DEP4TW, NT 9V REQVLATORY AND ACONONUC BOARD AMA Cal)x A-PKIPUSTRAMNDMSION NOTICE 011PACCE, FTANCE (NOA) ftorth Venice, k'Xa 34275 Tlris .NC}A 4 being psrtad cinder the applicable rules anc materials. The do6uiwitation `submitted has been i'evievye product CoutLgJ Section tc be tised.iuly dioDado Co(tiity Having Suiisdiotiou (AH.I'). This -NbA syrall not be valid, after the expiration -date st. Control SeQ46A (In A0awl—Dade County) ; pp. r flee ART (i the right to have•thls piodapt or riiaterial, tested tor giialio fails -to perform lathe aocepted w4imer; flie:nanufaotutof may immediately revoke, modify, or suspend the use of su RER reserves thee right to revolce this acceptance, if~it is d6foi Seotion-that this product or -material fails to meefthe requircr! This product is approved as described herein, and iias'been Code, Moltiding the Mgb Velocity Hurricane Zone..-- DE,sCR1(l'TION: Soazcs `T-701/720/820" Aluminum Pi IYMBR DADS COUNTY PRODUCT CONTROL SE, MON (l R) 1-1805SW26Siteet,Room208 T (736) 315-�590 r ('786) � i $-2599 Snny_iniantitlnde.eoylecoitamg regtllattom governing the tics of construction auk accepted liy Miami Dade County Uk - ind other areas where nilgVve by th$ Authority ed bolow. Tlie Miami Dade Counnty Vroditct areas other am Miami. Dacte Co"- ) re5etve, migkice purposes, If this product or material iNwr the a tpoM6 6f sUch tosting and lheAHJ i product of'material within their jurisdiction. ilned by Miami Dade County Product Control mts 6f #lie applicable build -code, lesigned to comply wltb the Florida -Building 1 APPROVAL )(iOcummi+ MT., Drawing No. N1 D72mgiu, ii sheets 1 through 11 of 11, dated 64/124p, with revision 13 date r and sealed by Anthony Lynn Miller, Pjg.,, bearing the Miami - with the Notice of Accepton-oe ntrmr qb and expiration date y Section, TMSS]IcIV LNTACT RATING, Large a.UO SutttilNIissile Ir�I LA73KLINGr Each unit sha.11 beer a pefxnauent label with rrtodeUs®tries, and following siatement::"Miami-Dade County noted horcin, J D, N3G'WAL of thi's NOA sliall be considered after a renewal p no change in the irppllcable building code negatively-affectlug it 3 Window - L.M.I. lad'Tixed Window Installation Guidelines'; I 65105116, prepared liyzuanufactufor, signed fade County Product Control Revision stainp" y the Miami -Dade County Product Contra. pact Rcsisfnrat `: to manufacturer's fume or logo, city, state, toduot Control Approved", unless otherwise plication has been filed and there has been perfonneace of -this product, 'r MWOVATIOX oftW8 NOA-vvM occur alter -the -expiration date or ifthere has been a revision or •change in the materials; ttse, and/or iiidbtifh tttr'e of the prodilot or prboess, isuae of this NO -as an ehdoisemont of -any Froduot,'tbf, sales, AdverEising pyi any 6tIier purposes s11dl Outomstidally terrrifi ate this N'OA. Failure - all to Gtintpiy �Vitir Euiy sr;cfipri of this NOt� shall be ose B i tertrii ` ation and renipval of NOA. AA'f Rf'J(5.�.. !i`17�: 4 NQlI iturzlbar preceiiad. by toil yvpz'da 1Vliaiui Dade Coiirty, Florida, and ,fi. followed by the e;cpff kUon date inay lie displayed i f*gitisutg lit$Itttuig. ,If aq portton, of th6VOA is dispaayed, then ifshhll be none ift its entirety. 7IPISI-rDOT]IOX. A. Popy Of 11* OnUre NOA shall be p.-ovlded to, the user by the mantlfaatur0 or Its dishibritors and shrill be'availal le for inspection ai the job site attlie recluuest oftlte B..pilding 001pial, This I�O1 revissa })TC;A# 1$-U528.26 attd,consists ql .this=pg©�d evideneepages P-1, P,-2 and.E-8, as well as approval doeumom aneitixaned above. f' (11'" a 1' i„ i The submiitai-amumentationi was reviewed b:ylfiallim NlQ ' MIAMr�DADi; COtrN•rY hiOANo,.16-0629.1d ;.• : �, •' �' "-��:.�xpirattotiDate: �'ebirirargly,�019: �ki2.1 ; ApprovatD,%(e; August04,2016G " ltlilll? { l �, j P� r-r No I File COPY PGT Industries, In►c. A. DRAWINGS 1. Mahiiiaqture-r's die drawings and seed (Subimitted itudej, NOA No. 03-1101 2, Drawing No. MD;120-820-t titled tbrougli il of 11, 00,4 04/12/131 mpi�€aqtuper, dignod and seated by A Window Installation ChAdolines", sheets 1 revision. B dated 05f05116, prepared 1y T Lynn Miller; P.E. B. TESTS I jL. Test reports on: 1) UniNan,StAOc. A" P Test, Loadihgper FBC, TAB 202-:94 q ress�vro .2-)*.L,,argp,Mssgf,7mp.aG�TestporF13C, TAS 201-94 -3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up- ftwiligs and in- I �gfibn diagram of a PVC sliding glass door, a- PVC Pied windovi and an aluminumtiding glass door, -using: Lodisp#ce 4SQ VS spacer System, Durascar,gpacmcyst Siiper pader NXTFKspacer system and XL Edgem. m spacer sy0eat insulatea glass, prepared by Fenestration Testing Labo-ratoty, Inc., Test Reports No. TTL---8717, r, TL-9968 and M-8970, dated 11116115, 06/07/16 and Q6/02716 xespectrvely, all signed and sealed by Idalriiis Oitoga, P.F. 2. Test reports on. 1) Air'Infiltration Test -R.er FBC; TAS 2021r94 Uniform Static Air,-Trpstire Test, Loading pat FBC, TAS �02-94 Resist=6 T 3) Water .-e4.,per FBC, TAS 20294 In i�at T .4). Large Mssito p st per FBC, TAS 201-94 e '5) Cyclic Wind.Pressure Loading per FBC, TAS 20394 (7 Vorceamitry T.eqt;-.PqFBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and ifista i Ilati on diagramof an aluminuifi fixed window, prepared by Fenestration Tes4ng Laboratory, Inc, Test Report No. FTL4212, dated. 03121/13, signed and sdpled by Marlin D. Brinson, P.E. (Stibmiffed wideFNOA No. 13-0502. 0) 3. Ted reports on: 1) Air hfiltration Test, pi 2) UWofm Static Air Pre waterRcslstapoo Test 4) Large Missile lmpact' 5) Cyclit Wind Pressure,: along-wlt4 ma*qd-up dr.qvongs a -ad iAsta; window, prepared by Fenestration Tes&� V'ZL;-3kAijM 1PA-389- elated 07/19* sealed by. Joseph C. Chan, *P X. (914himitted mider NOA No. 03-1105., 01) r FBC, TAS 202-94 i ;sm6 Test, Loading per. MC, TA8::ZO2-794 per FBC, TM 202-94 est per FB-Cy TAS 201-9.4 ,oaditigper -FWA TAS 26394 lation diag-am. of --an aluminum fixed Laborat6ij-,, ftic., Test Reports M pmd 67M.1103 x6opq0tiv-61yj 4 signed. and Product Co trdl` anilmr NOA, t%#.610629?14 )X1P1k4UP11,Dat6. Fbhrd 19,209 * ' . - . ApjiTQ*a1 DaiATe; "AiU90A 04,1016 g0j Industries, C. CA-LCULATTONS 1. Anchor verification calculations and Edition (2014), dated 05/20/15, pivop Anthonylynn Miller, P.R. (Submfiletl under previousNOA M. 2: Ojoing. c upapheiq vvitb A NTM.El 13% '1D. QUALITY ASSURANCE 1. Nfiami-Daae Dop4r(mept of _AWgaatqry E. tmul analysis, complying with FBC-Stll by manufacturer, signed. W sealed by EGqnqmio Resources (REM). MATERIAL CERTMCATIO-NS 1, Notice of Acceptance No. 14-0916.10 issued to KurarAy Aiheillelk, be. for their 4WIlra)rayj1ittkofteO VVB Glass Irttefl�yer" dat6d 04125/15, expiring on 12111/16. 2. Notice ofAcceptance No.14-0 6.11ig, 1%vraray SantryGlas@ (Clear and ite) Glass Interlayers" dated 06/25[15, 3. TREMCO Part No. TR-14271F, EPDM exterior glazing gasket complying with the :following: 4) ASTM C804 Specificatibia fair Dense .lastoiiieric Coimptession Seal Gaskets, Setting Bl�o'clo, and Spacers kith Option 11 exceptions.' b,) ASW b412 Standard Test M%tho& for VulcanizeA Rubber and TheAippla8tic Elastomeis—Tension of 1606 PSI, o) ASIMIA.95B Test Methods`.forRubber Property —Compression Set for M RRS d) ASTM D 624 Test Method for T= Strength of Conventional Vulcanized Rubber and Thermoplastic Blastomers of 143 in. Product Contrail ei•. N A OANOI.I. � 9j-t4 ApprvMbAfe: August 04�2616 _VGT Industries, Inc. F. STATEMENTS 1. 'StateMentlettor of conformance, comp 20, 2615, issued by manufacturer, si ghe (S-uhm!Md un(TerpreplosMA No. 1 2. Statewnt letter of n.o financial interest; signed and sealed by Anthony Ly.= ME (Slibmixtod under previous NOA NO. L A. "Laboratory compliance letter for Test I and sealed by Marlin T). BAfts4njPX. (Submitted foldorp"Pies NOA No, 1z 4. Laboratory compliance letter for Test 1 07/18/03 aid 07 /51/03 wspeetivdly, all (Submitted tinder NOA No. 03-41105. 01 5. PX40SAI*14o.'I-0125- issued by the Pro.(' sipp4 �y ishaq Chanda, R& G. OTOM RS I. Notice of Acceptance No - 15-0528.26, 1 701/720/820" Ahmintun Fixed Wiadot) on 02119/19. Ving -Mlh VBC-5" Edition (2014), dated May and sealed by Anthony Lynn Miller, P.B. 6528.26) dated May 20, 2015, issued by.manufacturer, or. Pam. No. FTL.4212, dated 03/21/13, signed 03) g. N6. FTL-3935 and FU-389, dated Old sqaled,l?Y logeph C. Chau, P.E. Control Section, dated M4rP4 09, 2016, tied to PGT Industries for their Series 'TW- L.Ml." approved on 07/09/15 and 6xpiting Pradyct F& ifia. NAON%' M20J.4" M—piraticiii Date- Nib jrU D- -Appi-o-MM.Pitol Aupst-0412016, GENERAL MOTES: SERIES �?2DIS20 I& P di RESISTANTFIXED N11F100W; t)THI57RODUCTFIA513EEt•}DESIGNED &,TESTED TO COMPLY vvrrwTNE.REOUIRENlEt•Yf sD#THE FL4Rfpq BUILDING•COmIIVCLUrARGTHE'H1dHftOC7Y 1 RUiiR(CANE ZONE$NVHZ). 2}PHUri`ERS ARE REQUIB® WHEN USED W SMND-SORNEDESRISREGIONEt FORINSIILA= GLASS INSTALtn,ONS-ABOVE 3Qrjh!'YNE AVTWTHE OLITSOARD UTE XGApJ MUST TEMPEREM al faI MASONP-YAPPLICATIONS IN MIAMC-DADECOUNTY; _ USE ONLY MIAMI-DADE COUNTYAPPROVED MASONRY .mJICHQRS..MATERL4LS USED.EORUANCFiOR EVALUATIONS OUT vtRE$HEM PINE, ASTM.CsD CONCRETE MASONRY. A UNITSANR-CONCRETEWITH.MIN,KSIPERMCHORTYPE. SHEECG (I_ 4)IALL'!•7OOD.BUCKS LESSTHAN.1:172'THICK.ARETOBE CONSIDERED 1X:IRSMtATIONS, IkWOOD EUCIO AIM.. 'OPTIONAL tFUNtT.ISINS7Al � m DIRECTL: TO AUBSTRATE: _ i2�T1A%. wOOD BUCKS DEPICTPDAS2XARE 1+1f1•-mcKOR- •GR.EATER.47CANp2XBUCIGS(VNiE1Vt1SED):SHALtBE OC.. _ DESIGNED..OFROPERLXTRANSFERCOADSTOTHE ON IS, I RESP,OONSIaL{LY•.dVtHErN.GINEERr.IEDR OR 7HEU - ARCx1nM-sCTOFRECORD,[AOR). - 'S) A EhIDEDMBNTTO B/SEMATERtAItStiILLLBE, HEYONDWALLDRESSING'ORSTU,CCO•USE ANCHORS OE`. �^ SUFpI'cIE1dT3vJ8m105NF,NARFtOW t01NT.5EILLANTISUS -ON ALLFCIiR CORNERS OFTHEFRAME.INSTALCATION ANCHORS SHbU. GSEACID..i3VERf4l SEAL'INSHINS STRATEGYFOFiSNATERRE515f'ANC):DF B� - INSTAUA'TIONSFtALC HE00N�BY0•(HERS AtJD'15�BEYONO MAX 7) DESIGN PRESSURES A. NEGA'DVE•DES)GN.WADS.BASE'D; ON SMUG IJRAUCYCLE TEST'PRE3SUREpFRME.ANALY813ANDlgI FERASTM E130G: 9, POSmvs DESIGN LOAD,StASED ON WATFR,•TEST- PRESSURE:.S.Tf3UCTUWJ.d. C E TES_TPRESSURE; FRAME ANALYSIS'AN0.G!:A§S PERASTM E73DD. 81THEANCHORAGE METHODSSHOWN HAVc•'S£EN DESIGNED TORESI5MEWINCLOADS CORRESPOND013 TO'7HE:LREQUBtEC OESIGFr,PBFSSURE,'7HE'93.1p1G' STRESS INORF' E;..NOT.S££N:USEDINTHEDESIGN'OPTHIS PRODUCT'. THEi•S' DURATtON. FACTORWASUSED FOP THE £VA):UATIA&OF ANCH.OASINTO WOOD.ANCHORSTtYAT cc BIN TO CONTACT+ i1i0THEi2DISSU,41LPJi MP}TERIAIS SHALL MEErTHE REQUIREMFNTS.O£'(HE FLORIDA SUILDING-CODE FOR'CORROSION RESISTANCE B) REFERENCES:•TESTREP OPUS FM-383S.3850 &7212; EL¢O.ULTRAC,Q1IT10A; ECCO.CRETEFCEX NDA;ANSVAF&PA . Nas FOR.WOOpONSTRUCT10h1 ANOALUM:NUjyl'gESIGN MANUAL. 1D)THE T20 SERIES:USE&.A PVB•INTERI.4(EMHE 820 - SERIES'USESAN SGINTERFAY.M,TRE:720M- DtW.SFR1E$- MAY -ALSO 5F REFERRED`AS7Hr;.701 SERIES. f DASTM E1300-09 .ANSBAF&PA NDS-2f o LUMINUMDBSIG14 °AISISIQO-071S2-201 4R3'TIP 70�TIP Y'1lDT}1s - 47" SUCKwIbW 4�-uawlslBLE ' — LIGHTwIDm , B SHEET B�' s' MAX I9 � 12 FOR WOCDCONSTRIIERUN MANUAL, ADM%2MD - 4S•BUCKLMOTH ' 451/4'VISIBLB - uGLtrwtD7H �"� DESIGNPRESSMREAA7lHG tMPRCTRATING -VARIES, SEE SHEETS;$S RATEDFORLARGE&SMALL ' MISSILEJMPACT RESISTANCE }�•- 48" BUCKVWOTH •+-I' 4S•t14`VISI8S;E UGHTWIDTH F__etiFFf•A 2 MAX A 9S• 1� r C I I I. SHEETS ..SEETSI I i� } � SHEET? 9Gr G. SHEET0 SHEETS Bl1CiC SHEET? B I G. MEETS HEIGHT I I BUcx d � JR-0670311E � VdR4TSPACE ----- �J L •92.1la" � '(• _. __.--.— I % HEIGHT _ � 93•it4" VISIBLE VISIBLE 12`MAXa LIGLiC HEIGHT. O I / B3.1/P VLSIBL.E LIGHT - firMAX O:C, �. I / LIGHT 'HEIGHT I I / HEIGHT / 88" 96• TIP to T— 'BUCK LU i HEIGHT - HEIGHT -I ' � .� 1--•H'--�{ h+-- 12' MAX O.G. X .1 -•� Imo- 72' MAX, O.C. 2, fi SHEEP B j 1 0 W eA SHEI7E MAX SHEET? ET 7 5• trti?X.•O.C• U U X.- TYP. FLANGED FRAME TYP. EQUAL-L-EG FRAME TYP. FIN •FRAME.SLEVATIDN � > 6 OONM ELEVATION rTESTEp U: NfT1 ELEVATION (TESTED UNIT). (.TESTED U 0 c z ;UIDETO SHEEfS SHAPES AS SHOWN BELON{ORSIMILAFi:MAY,t3EUSEl1SYlNSCR18lNG.T{iESHA. ABLOCK 12.O.C. („ AND.OSTAINING DESIGNPRESSURESTOR..THATBLOCIC SIZE FROM THE'.7ABLESONSHEETS.2S. GQJERAF; N07ES—,_..,_—w S ANCHORSPACING•TO BE VMA)L FROM CORNERSAND 12.O:C.MJ.QC. FORALL CURVW.FRAME ELEVATIONSMEMBERS, SEE'FIGURE I, 7HISSHEST. .GtAZN'G DEj'AILS—._.,...._-., 2 5 -DESIGN PRESSURES•:..... 25 12'O.O. / F.---WIDTH---'I F^ WIDTH -••I WIDTH --{ INSTACL7LTION, FLANGE--- G MAX r r- -- -- — — — — —I 1- INSTA13ATION, EQUAL -LEG— EQUAL-LEG-7 j j ,INSTALLi1T101J. IN1'. FIN Ate..-B I INSTALLd.TION.1w.F,IN•8. _. 9 / m I I 'El.co mUSICNPOFILES-....._.-.. S9 PARTS.USI':.....- ;ABLE1:—}-�WIDT19----I F—WIDTH—I 1 w@Tt1--i .--A m--I �'?° DacdpBon - she '1 7JIWLMI n61A0-.090'.F'VB-3He'Hsi 2 2 .7118`tm01: ifi'FIS•.OBQ'I'VB-3+ic 2 3 tA116^UmL IG.I3/16'T=T/16'Alc-3J76 An-.09CPV8.3118'HS 3 4 1-VIVLaML IG't3/16'T-T16'AV-9116'Hs-.990'PVE-3f16'HSi 3 6. 71ir Lz N• 1.161AD-A90'SG-311E-An A E• 7CIE2ml MIV HS-A90•SG-J115' 4• •7 T•1/18-Lamle. -7118'Alf-&1G'AD-.09D"SG-WIVAn fi B ;IT 111161r LIS.INt16"T-711E'AU-3116'HS•:090'SG-aII6'HS) 6 fro"', L --WIDTH-•--^•{ }" WIDTH.-"? )'!- WIDTH -•••I I..•••wip}y .+l IF °SG,='KURARAY.'SENIRYGLAS IN7ERIAYEA:BY KURARAYAMERICA,INC, °PVB°=''KURARAYBUTACR'EF'PVBINTERLAYER"BYKURARAY•AMERICA,WG 1 i li z co Z O 0 Z Z O c < w Nc D [] X r ai w 4 I N Y ..� ,/_ $ '• rya% Ho- sans = f 6 Or L r$J1.1I R:1 A. LYNN MILLER, P.E. P.Ei198705 WmdoW Design Pressure.(0,13s'-forGlass Type .L•m9 S)da (In). Gi.Tla 72 76 00 'BS '88 92 46• 100. 104 1 lo9.1R 30 +J4S0 '+)-80 +180 - 41-80 I I= +I.80 +).801 +/A0. rJBw 11-00 .1-80 •32 +1.80 +1.80 +140 +1.80 41-80 •1•80' +I.BD +1.80 +t-W +1-00 +-80 34.' +1.89. +b80 +A80 rF80 *68Q +!-8P +lAO• W.60. r +1-79.6: +179;q 3B .+140 +1.80. +Tao. +7$0 -Teo +1.80 +1.79:7 +177.2 +175.1 + 734 r.77.2 38 +LSD I .+/-0D6 +1.80. •1-80 +1.80 I M7B,1 +1752 +772.5 M70.3 •1-685 •f•W:3 4a r1430 +1A6 H.80' • -9:3 rJ.7T 2: +W4$ +l7t3 r/•879 +fSSi •lb8.i +A6i6 42 +1-80. +1-So .140 +177:4 +(-T4.3. -+17L3� -+1;G0.2+ � �+/•6'L7- �-tI-SIX �Hu`9.8 HS93 44 r/.BQ.... +180 -+/.75:9 "+1-75:4 *L721 ;d68S- +J.U&s +l•622 M59.7 +/-575 46 .+1-a0 +1.8D: +1.77:2: =+1.73:8. - +L70:S +16&8 +1315 H.603 +157.? v 48 +L80 +b79.3' - +A7B.6. •+171.9 • W.-R.3. . +&64.9 +f•81.5 -1-= W 50 +1$0• *I -TM +774:7 +i7D3 +/•8R7- W-53A. $ 52 +/7k. ' +1.75.8' +1724 +1�:9 +GBS'1 +1.81.5 M 54 +/7),4• +f73:8 +170.5 <+16f.3 ..14rL5. 55 .+1.7B:8- +172 +-0.5 +AE5.3 SB +1742. +170.3- +f55;5 80 +17.7 s/•68:7 Nam' 62 tf-71,2 +/S7lt- 84 rf-E4 • '•185.5 I es I +1.6833 67.718 1 +147 1- 7! LAMINATED GLASS STACK 111 .WD" PVe INiERLgYER'. 811.0 HEATSTREMeHENED GLASS. 31t6•ANNEALEp G[YL'55 u 4 11 AT CURVEL3 ' FRAME MEMBERS ONLY 29 0 li-wr O.C. MAX i-3 EXTEWOR I - 4 20 Cr GLASS TYPE 1 •1) K•OIMENSIONSSHQWN. FOR FLANGM WINDOWS,SUBTRACT V FROM THETIF-TO-TIP DIMENSIONTO DEiEMNETHESUCKDIMEN310N. 2)Fop. sass NOT S0V1'M,' ROUNb:U;ifc-. iE•NEXf.AVAILABLESHORTOR LONG DIMENSION. � FOKARCHRECiURALWNDOWS�; FINI3.THEVAM''EST WIND04VSlZE1NTHETABLE AeOVEVMICH T)iE WMALLDIMENSI014SCOMMEMLY FITWITHIN, Vilindaw.Aesign Rmssum �-W, psf)forGlass Wp6 3 L ig Side;(() 61-718 .72. 76 8D '842+.1.77.3 92 .95 1 04 -10942 '30' +/•80. W.80 +1.80 +ban. +"W:- -+Aw- -+L$D- - la- -18D- �1.S0 - -32 4ma -1.80: +180 +1.80' 75 +l-8a +140 +t.BD +1 M 0 +140 +1.80 7i.80. tl w +I.80 +i•8Q t!•80 +t-80 361 •+A80 +180 +A80 +L80 W.80. +1.80 +t-00 +-w +l•80 +/80 38- •+Ao +I.BD... +1.80 1-80: %+I-aa *I-M +AD +17SA r1 6A *1.74.3 40. +1.80 *l-80•. 1149 +A80. +1430. +1B0 +l-]S7 +173.b +170.9 .42• +1A0 .+1.80 +• Q $0• +1410 M77 +f 73.1 M•69.8• +ASBy rl$.2 44 B W.80 W-80 r1�0 +1.80 M.90. +174: +1-703 +187.5 +MM 46- +1T0. +F80 +1.00 .140 '+RU +176.4 :+IT.7 +&MI H&5.1• o 48 .+t-80• +t•80' +1.33 +180- +LT72 +I713 +7.W +P• V Z• '50 +1,80. -.t1.80 +1.80 *149.4, +1.75.3. +171.3 t1.875 Q .52 +1.80. --+1.ED +l.Bo 11-T77 +A735 M•b9.3 N 'Sb :+1-80• '41-60 +179.8. +1.78' +L7s8 66". ..MA80. - -+h8.0' . 4f77.5. 51k +1-SG +149R -754 - I ,.do +Pao +l77:6 82 W-80• +17S.8 64 1 +# a9 4444• 8' I +1-77:2 57 718 ' +r--74.9 ' 1.1/16•NOM GLIl55'STACk 3116-TEMPERED O.LPSS -NOTES: 1);BUCK;[iiMENSIONS;Sf�OWN.FOR'FIAI'7GEpWINp0.y1[S, SUBiRACTt"FROM1'IjETIP70-TIP OIMENSIONTO OETSRMSJETHEHUCKDIMENSI011 2J'FDRsILES NOT. SHOWN; ROIJNP:UP T'0 TyENEK1'AVAIWI:E',14 :f:bRLOfVC; DIMENSION. 3) FORARCHREGNF:AL WINDOWS; -'HNC 7HE'SKkLLCST.WINDOW SRE''IP1 iHEiABLEABOVEWHICH THE'OVERALL 01MENSIONSCOMPLETEL.Y FirYMIN. i L/�/1/�1//.I GLASirSS 817E r �-+-- ffLOMG SJDE SHORT SIOfl / �- LONGSIDE --►•� SHORT // .LU " = .m SIDE. Y m o � N 'Q i7n0 O LV TABLEDIMMS10NSMAYSE N .a CRIENTE0VERTICALLYon O -� m m o z •s- *• H RIZONTALLY'ASSHOWN. 2 u- � w tarn' �•,0 a W'V p a o N o uzl m 0 Y (B. sma r o Z 4 Z 'O _y_ _� .7115-LAI,MTED v �m O 'GLAsS•SrArK Q .'--'Sr6REN�GTHm4E0 GLASS SH'ORr O m W Uw1 ++'a S00E m Z 0= 3115•ANNEALED GLASS 3? y F .No -INS ITI O ca Z ^INTERL-AYER I < m LU alco: I n LONG Ir c 516'SIDE, n LU GLASSSLTE 0. C .a1 �:Oa ^AUu i� �SHORT SIDE A LYNN L4LLER, RE P.E1F687a3 Window Design Pressure (• 1, psfl.for Giass Types 2 & 4 F- Lono m 67-718' 1 72 76I BD .34 83; .92 9H 100. 704 109.1a 172 110 120 124, 129 132 '136 140 144 .30 • +1.80 • +f:8o +I.80 .41-80 H$0' •+W- -+1.80• +1.80• ,!•SO +1•HO +90' +1 H$0 i »1.8a +l-w 41.80 +I.Ba 41-M ;m tf•80' 32' +�BD. afAO +/•80 .+1-00. +1.8a •-h1430-.._+IAD:. .. +.80-.- ...N•8a -.♦ D.: ..-H+80.: - +I•iYu:. +h0a r/•80 +1�.9 H-80 +1-m a•I.wl '+I-ao :34. +1.B0 _ ..-;t1A0.:' ' »(-BO I +1450 +7-SD' +1-011. +!•Ba +1•80 +/•80 +1430 -+1.80 : +1-H0 +•83 +140 +1.80 36 .+!•80•. +m +/.SO . +1.80 +14LD 41-09. !4!D' »! +l410 +IZD +FBo +1$0 N-80. i +1-80 +/-W +1.80 3a +1.8D 41-80 +LBD +1.80 +1450 -.q.ET. +1-80 +1.80 +1.80 +1-00 +I.80 +l.BD +IAO 4.80 D. +14D• +/•H0 +1.80 +1 +:80 1-4 +/•BQ. +1-aD +I.BD w-so 4Ao +190 42 •+1.80 +/.8D• +Y80 +1.00 +l•8D +1Aa +/.SO r/.8D• +mo 41.8a +1.80 44 +1.80 +1-SO +1-00 4/A0 �• 46' -+1-90 wl•80. 1.80 +1.80 v 46 1 '41-BO +!•80• '+1.60- +1•b0 4-60 +•80 +7-BO +I.N. 50.i +/•80. +I.EO. W-SO +NBD Zia- 71-00 N` 52• +1.80 +!40: +1.80. H:aO •H•60 +1-79.1 54 +1Z0' • 7.50• +1W' +1-a0 +118.9 4. +1.80 -Pao: 66 M-8 7MG'LANINP,TEO' MAV.STACK W16-HEAT S7JTMGTHEL4ED GLASS USED'ATCURyEL) , FRAME:MEMSERSANLY 28• pM-71aroa. MAK GL"AS'S' YP I. FITWITHIN. �•�- E•2 1-1/1S • NOM. GthSB$TACK � GLAS STACKED GLASS BTACK 09p;pVBINIEfiLAYER •3716' ERE'DGLAS ---- -Btam6-HE �1fi HEAT TsmmaaE 3116` 71EAT STRENG7N� STFES'NGMENED GLASS 7118'AIR'SPACE .09EP PU8INTERLAYER 11• ' llSEDATCURVED WB'.. FRAME MEMBERSONLY t29 }-�So ' GLASS SITE -9-114Af-O.C.MAX GLASSBITE -MMRIOR 13' • Gj +sal 21 13 ' GLASS -TYPE 4 UJ M v m ,- II M M W N O. N IL z "- ea n usm O II -- �- al E WOZ TABI.EOIMENSIONSMAYBE Q Ul m Y 'O vic DRIENTr-DVERTICALLY OR o } 0 O HORTZ0W4''LLYAS SHOWN. -0. •- LONG- DO f 1 SIDE -J T li Lu 7»W, SHORT � � SIDE 0 W Z SHORE ¢ Z K Ii°a, SIDE �- k IL Z. N,v LU O U rE X LONGSIDE LU DD.0 f -+---• -r•`� p SHORT N, LONG SIDE fi � ,sro>; -` I 'sHoar 10 Vubdovt Design PiesBOre (+/-.1isf)iar0loss Type 5 'toms St0eGn1 . •67718 -- -. __, .____80-_� ... 84 80 -. 9B SS 100 1 1D9.2• 30 *90I125.4' +90-129 4901-116:5. +901-108- +`M.JD46• -9103.5 +9N•1026. -901•100.7 +90'SL9 32 +90G7&F +9Lf106 + +9W.813 +901.7. +W.9013 +3:9 +1.89 +501M 1-4 8 885.1 +9J41-M.1 +1382 1.84.4, 9D,-1 */•79834 +1.79.4 38 -Dw-102E +SDI52B• +•8.9 +1•815 M-797 . +l-T7.2 +14M +173A +L72.2 38 -SCIral4 ..+f•8&3 6571: +/36:7 Q'M +!•7&1 N752 +J25 +17= 71-MS •8.3 40 +aalz6 +1-,MZ +1325. +179.8 +1.74.3 +/mo, +81.8 d+901 .37 7( 6 .9: 1 522 +!3?A +1.7SA :' W.M.9. At-BE8 ++178.V 1597 -457.5A46: S 'S 4J-M4 +177.2' +1.73.6- 4.1M.9 3/ +lS7.7 s 49 +1927 wl•79a + • 5.8. -4 71.9 +13&3 .1.64.9 +1.61.5: +14812 fO 5D . +/-80.9 +177.5 +H-74.1' +!• 3• +7�6,T *f•8%1 +f,58.7 p - 9t +l-79.1 +FM +1724 +A6B:9. +J5&1 -+7:615 54 - . +.774 ^r1-73:8._.. +J-7D:5- '-+1-67.3- *1435 -. .. 56 +/-75.8 +1-T1- +148.6. - !•91.3 - ----. _0.7 .+170.3 .6G• 7-7 77. +&M,7 +J$S 62- .+1.712 +1.67.1 69' +1.647 +1.55.5 ' 66• H-6&3 h7-718 +1-07 - . D 7115' LAMINATED GLASS'STACK -4AMN..AL-.L�= .D90"•SG INTERLAYER 3JE6`ANNEALEO:GLASS 3116 p20DUCT F%vi"* nuRdw30ULeT4swaUSED AT CURVFFRAME MEMBERS, ON011718'O.C,wGlAttSsrm F+•-- LONG510E -7-•SHOITr 13 SIDE � z' GLASSTYPE5 BUCKDIMENSION. Ns COMPLETELY Frr WjTFtlN. ,Wtndcw Design Pressure (+/-, psf)ior. GI3ss Type 7 LCig308 an0 6177E f 72 76 1. 80 I 84 :88 22 98 1G0' ID4. 109112 30 .+0-13D +901]3D +901134.. +901-126• +9D7.17L6 +90l119.6 *BDr-ll&l +90!•117 +9D'•11&8 +901-7R770.109-9 -- -32 -- aw-136- -*90ra2R1^ ,119: -+90'-114.8: -+SUf.1i1:5. +9N•100-1 +•9w-lQ4;7 *90P1024 +9W-1D2' +9(1-107.4 +90••99,7 -7y39.8 34. +90f-773.•1• +9 01-HOA 78D1-11T.7 +W-107..15 +901703:6 +so),MT + 5.3 +901-S2.S +50/30.5. a150 36 +90l-118 •+9N-1048 +9D1:104-6 *90•-100.5 -1SOlAfiS +s0I.93A +1•� +/S713 +1943' +l•973 +131.2 .38 •9p1:1112 +9D•-1042 490t-aM .490A94 +901•BL7 +1382• •!•89.9 .+1.81:9 ,-P79.4, +l7G4 +!•74.3 40 +90110&9, +90'•99.8• 497-n4 :+90'30.t +1.872 4134• +1305 +1-7d7 +1735' M. 0.9, $9 42 +90J-10M2 +90195.7 +901.9 . •+F87.4 +J 64 H306 +17T +773_i M89.8 rl-069 H.fiS.2• ;. 41 +801•93.7- 36�3:1 ..'.+ +1741 -- +!•70 48 '��•. +91.985 91.3 +132• +.792 +76&l +•.-0'6 5f.•51 +9.93,5' +149>6 .+131-2 - .2 +1-733 +f3:5 +1fi5846 50 +9 9C4• +F87.6 , +137 . M77.3 +675 5S2a +199A. +.WA .8 177_? •*f•73.5 M-089 467S +1934 41.79.E +1.76 +1-71.8 se AU. +1.8114 +1- +T1/•3Z95:S3:Z.28 se _+67&4 ED - +1.821• +1+ .6 fit +!•86A +175:8. 64 65 +1-T72 .67.71B, +1-7k9 3!1 V TEMPERED GLASS VIVAIRSPACE .. 5 USEDATCURVED MMIE MEMBERS ONLY. .29 '411-71TO.0_MAX ' 13 EXTERIOR a .� SUB1•RAcT i' FRCtd 7HET'IP 70•-DP ➢IMENSIDNTO DETEfRMINM,F SUCK D]MENSION� LLABLE•SHORTORLONGDiMENSION, WINDOWSI7.£INTH ETABLE HBovEV7HICHTHE OV.-MLDIMENSIONB COMPLETELY FTT vviTHIN.. u -•- WNGSIDE ^-� a" .SIDE � � B� v m IDe Ul -roa i 0 r J_. a -a• O N �)cD O c4 TABL•EDIMENSIOHS.MAYBE 0 c`+11 . M LyU N ORMMw-VmTnI ALLYOR O-A s a z ig r' HORLWNTALLYASSHOVQN; Z-1f' 0 u- a s °-a a = r r W -a ~ l0 m Q c C7 0M0 a QU m O m d Z r 6. GLAS'S STAGIC 211s,ANNEALETDGLASS, -"�I SHORTSIDE0 E,' Z Lr 3f16`MMIZALEDGLFSS 7�-, 7 tq _,.r••.080' SG iN7ERL'AYER• O LU Z a Q co ,m-s w Z o LONG 51a" p' SIDE W m s� GIJ{SS BITE { U3 oqf n111 -9:�Q :a: •,5 J_ i3• SHORT '� 'SIDE GLASS TYPE 7 0. LYNN MILLFi;P� P.F.j158)OS 'WmdowDesign Pmssum (+7-. pdQ for Glass 'ljrpes fi & 8 tng side In .877f8 6 ED 89 04 109.12 112 1% 120 124 !2& 132 135 140 14/72' 30 •+E01130 +90l-130 +907-130. . +501130 +90f-030• +90/•12 +901-130 M,101-030 .:90/•730 +90f 13D +901-130 .901 i30 +901-130. +901A30 -+901430 w901-130 +9N-130 +9011301 +901-130 +901d30 32 +90111 ^F901-130 +SWA30- +9N- +90 AW' +90f 130 • 4901-130 k901-130 +901.= +901.130 t901.130 +90f 130 +9N-130 +901-130 *90f130 *SW-130 HOT. T501.130 +901.130 3L :+90113D +901.130 RUP130 +90l-120 +201130, +901.120. +.W130 +901-130 +9N1:A 3Df-130 0l130 +90f-130 +9p1130 .+9N-130 +901.1w +901:130 0 3s '4901-IMm +901-130 *9011�30 +501-130: +90plar +901.130• +90I-130: +SDI-IM +9W.= +90f-= • 7901. 330 +90hT90 +901-130 +30-130 -901.130 +901.130 38 +sol130. '+901130 +9F.130 +901.130 +90P130 +901130 +901.130 +901-130 +90G130 -DWA20 a901-130 +901-130 .90PUR.2 +W-1273 40. +901120 7.901--M. '+90F130 +9014120 +901130 +90!•130 +90/-130•. ,+90L4*0 +90f130 +90'128,8 +901-1232 +901.1T2 4Z +901130• t90J-130 +901-IM +9N-130 +901-13D. • +90K730 +90f-130'. +90'-12%3 +9N-m +90'•119.7 ++901.115.4 4{ . 901.130 • +901 M, t90f130 -+901130 '- 4Saf-13D. -•.901130- -+90f t30s s9d.124:5 +901 t19.4 +90f-lls • ,_ •-_ _ _ _ 4S -+90f.12A� -+.90bm- •+90/130 +9 3030. +9 -130 +901.130 a9n-125,9 +96'-12D.5 +901-1T5.3 +80113D-. >901130 +90f-1� +901'130 •1Z4:7+901-1m. *901130 +901.130 +90A130. AM-= a96'�2' +89A1 t10.i. +901-130 +90! 730 +90f 190 i901.19] +901.1ST +B00/-123+SZ130 +90I130' +90f•]2A. Y9DI-130 +HB:HfTU,�+901-13D: � . +30 •1:A +901130. t89A-129' P48.+SOf130. +90f130 +30130- +907-im +90J•130 +9DI.lW +89.81129.2 +90A133. +90l130 +90f-130 +901.130 •+90r139 ' 1• DETERMINETHE SUCK DIMENSION, MRALL➢IMMat ONS COMPLETELY FIT VWHIN, 1.1/1SNOM. 7hS* LAMWATEO GLASS STACK :09p`SGINIERLAYER 3115"TEMPERED GLASS 3)16-Z:jEAT 3f16'rHEAI'�STREAIOAHENEO GLASS.. . STFiENGiHENE0.G1'/w�5.. ... -- •7/i8'-NRSPACE .. ... ._..._.__ 4.: , ED !1 71 S USAT P,lfR LISEb AT CURYED }-RAMEIMEMSERSOI�ILY.29 SIG"-FRAMEMEM9ERSONLYp @'11718';O.C..MAX; `GLASS WE- fl'41.718'.O.C:MAX PYTERfoti�� pLASSTYPE 6 _ _ _ TABLE DIMENSIONS MAYBE q ORIENTEDIIERTICAL4YOR • HOR120NTALL•YA8$HOGUN. _ 7/18' LON LAMINATED G °'-- Gl7C559TAgS SIDE �311E•HEATSTRENGTHENED 13LASS LONGSIDE - tY -3M6'HEAT.STRENGIHE4ED GLASS f -4964'SG INTERLAYEf: SHORT s .SWED aw GL4558fiE , }-+-- LONG -SIDE EXTERIOR'r rfto 21 i3 SE SIDE LONG SIDE GLASS TYPE 6 SID SHORT .SIDE > ' a v� n o op 0 m ,r, cV .J.J M co U N ^ O. -1 J .$ Z .0 lL m. z 5 kl Ia a p a o .V x 171.- O a7 W co Q 'oN 7h10 o U' ^? O0 v r _g w o Q $ O m4s N = co � y 'a 1L Z C D. ems 1' ❑ Z h A X _U d C LLULL p0 ✓>J :ows EbGL DISTANCE 1NSTAl.L.4TION — TYPE 4;'' 'WINDOW _EfERtl]R' IiBE GKr a n rvuuu•nuvn�ttar INSTALLATION iRFRAMING,SEE lOTE2;THISS)iEET TYPE EMeEDMENr Y!4• MAX EMBEDMENT SHIM 7. --'- ---- --EDGE--- \Ira MAx • . - ONLY YrW MAx.sHIM =STEEL SELF•ORN-INGSMS (0 0 hITABIEB, THIS SHEET T R ANCHOR TYPE; EMBEDMENTAND EDGE DISTANCE•.PERSUBSTRAW, =.-) .SEE TABLE B, THIS -SHEET INSTAUAT10N 'TYPE' S EB(BEDMENt 'KSLRIP; — S SHEEP EDGE DISTANCE .. -I ff _ Y1 i •. EXTERIOR CONCRE7FICMi1 •" 4 .�. Y1f PFR-ANCHOR VLSIBLE LJG}TI'lNlDiH'� I S- REOUIRE mur V NDOWSUCKWIDTH-2.3re ^^II WMDOWBUCKWMTH . i CONCRE =-= MP -TO -TIP WINDOW WIDTH PERANCHOF REQUIREm. -y }-- HORIZONTAL SECTION A A ---' _ ..._ . -' BEADING; F7CTERIOR:r._•:"�.._ WAMI =EAFPROVED MULLION 21.. :(SEEBM?MTF NOA), ALUMINUM. ' ,. S STEEL FRAA7ING OR STEBI:STUD. SEESUBS'fRhTE pR'l TIES, TABLEe,TH[S SHEET' B �114" MAXSHIM An�i»f •Snbsfrate MIn, Edo. Dlsn MIR.£mbcdment Max O;C, .S➢a°h:➢ 7172 orA^IAa1033 ScieW - P.T. Smllnem Pins S(=0.65) 8116' 1.3137 YT Alu=.'M63-Ts mitt m) 31W lkgo .7T •A38sta41 3r3• D.053" 72! . SieaT : Gr.33 min. Zia- 0.04T ita Gn • 7Y- ----.--P'i:'S619rzrrrM RT. G-0.5➢) AlLkWnum. 6033,7b min. Srtb' 13r8' I YA2c[�74 StCiI SeRTI (G5], i :310• MOSP• I A?%Sitel StaclStud.,Gn33mIm ,313' wa- D:053" 0.045- t18-Ga •' 1r tr V4. 4t4 SS GUeFlex Un➢routed CMU..(ASTM GBO) 2-VT 1•tf4^ 12' We= (mIIL 3.35 ks4 1' t•3I4` 1T 7r+ sical Ulf G n C7nerctolmirL Z85 k911 1" 131e' 12 COneloto(m➢-Z05k5q' Z71T 1'r8• 12'• 0ACIOUW CMW tA MG90) 2-llr 1-114- : r GrolOa CMIk 1M•ti50' 2.1lr 1.31W 1r 5N8! Stael UBraeOn 'Cmetats (mUL'3.5 kaI)• 1il4' 4?1W t2' G(ASTM G90) 2-Vr Y3lC 12' y —q^ 7Xi1J000: BUCKSTRiP. ' TAIN.OF 3 THREADS BEYOND THE METALSUBSIRATE. ._ _L'SE�P)DTE2,7HIS'SHEET Y . •CDNCREfE PER 'EMBED MEIQi y• ' S" . AIIMR INSTALLATION NOTES: :REQUIRaO T - •••��' 7.uSEONLYANCHORSLIBIEDONTHISSHEET.FOLLOWEMBEDMENr ANDEDGEDISCANCEUMIT.S. ' 2. WOOD SUCKS DEPICTED ON THIS SHEEfAS'1X',:ARE Buck§'WHOSETCTALTHICKNESS IS•LESSTHAN:I-gf.. IX.Wd DBUCKS ARE. INSTALIATIOA! EDGE TYP.ANCHOR-TYP'E,MME)MEW OPTIONA(,IFUNIrCAN HEWVALLEDD)REC)LYTOSOLIDCONCFLF7E_WOOD BUCKs.DEFTaMASr. X,'ARE1i&'TRICKORMEP.7ER. DISTANCE AND EDGE, DISTANCE PER INSTAU;ATION 70 THE SUBSTRATE OP WCOD.BUCKS TO BEENGINEERIDBYCTHERS.ORAS'APPROVMBYAUTHOR".HAVWG TYPE S' sliesTRATP,•si ttBLHB.THIs-stiEEr JURISDICTION. VERTICAL SECTION B-B 3. FORATTACHMENTTO METAL• TNES7RUCTURAL tv1EMBER SHALL BEO)rASIiE7OFROVIOEFULLSppPORTT07HE WINDOW FFtANE 4. IF AppLICABLE, LOWER DESIGN PRES$uRE FROM MTHSRW1NDOW ORMULWON NOAAPPLIESTO WROLE SYSTEM. LU > 'ro- ^ (7 t'- 0 m Q m Y O m N lu m z Y IL ° "'i u vMa o In W V [— LD' Q � ° O � (D �h10 Qz D z g _ _LL Z tl o m W g 1^ovJ � Q r Z zz "N= r o z XV Z;2 0 O LL and ->a A. LYFN MILLER; F.E. P.E•85B705 EDGE DISTANCE INSTALLATION -- TIM EXTERIOR WINDOW BUCK ' HBIGkr ' mooOSUCKs`o INSTALLATION INSTALLATION iFRAMING.SEE TYPE G TYPE F )T=G 2.-R41ssHEET 1Xwo0Dauc)(sTRIP. '—}-• EMBEDMENT SEE NOTE2, THIS SHEP_T - - ^� '114•MAX gip_"'--.• SHIM.-.. TYP.ANCHOR TYPE..EMBEDMENTAND I61f9E0MENi EDGE TAUF4,-n;SSXEET TE. EDGE ,�. F- S SEETABLE9��THIS SHFE'f DISTANCE -LV4' MAX 2 O' SHIM fP.ANCHORTYPE, :MBEDMENT.AND EDGE I l(STANCE PER SUBS7RATF, 1r IEET?BLE9.T)IIS SHEET EXTERIOR ITCURVED ^MEMBERS ONLY B" O.C. MAX: CONCRETFJCMU ,. =' 'r• •' 4 1r ` P'� VISIBI ,ELIGHTWIDTH- '•E' WPIDOW pUG -K�14" PERANCHOR I REQUIREMENT UICKWI I^ - WINDOWHUCKWIOTH HORZONTAL SECTION C-C 114'MAX-IHIM �+-- tilzsT ELF`-DR(LWIG.SM :GSi, THISSHEE-1 TABLES — — EXTERIOR 'MIAMI-DAD.E APPROVED MULLION 2T (SEESFPERATE NOA).AIUMWUM. SE SUBsTfi TEPRD�PERn� 9 ' TABLe9?HIS•SREEI' •ifs''-'1/fi'MAXSfital• .EMBEDMENT EDGE • .�� • •� • DISTANCE CONCRETECMU •PERANCHOR REOf)IREMmJT AneLur I Su6ctmto Mln Edpd Dletencd. MG1.EmFadmanL MaXO,C. •SDxclttp -"12or-''14410SSS: P.T.'Sdu amP a G-04% 9f1S t-18"• 1Y Alumtmtm:.bQ63.75mUL .ate•cmw 0.06!'• 32' AZOS eel 410" O.ow, :Sr Steal Sltd •Gr 33 min. -Iz — Yt2 dr.:145tecl5eloW(GSJ • P.T.SdL=mPlnd(SG:u:b5) w-t6• R1re' it Auminum. 9055-T5 mm. A38 steel 310, 31W 0.1m. 0.083 7r 12 Stee -q= Gr.03mlm 31W V.04Y•08 GtV • 1r 114.410 82 amteF&y Unamute CM ,.(ASW O80) 2.9r• IAA, ir. Cdnctt;le (ml11.3SSItaB 1• 1.314• dY ilC S1do1 Ullman C M., min.2e5 ke 1' 1.314• 12` D°li to (m]n.2.iL5.Im0 2-I!r 1-WE• 22• UnBmutod CMU, (ASTM 080) 21V2" 1-1/4-1 1r GmlPed- U. (ASTM•C:8o) 2.11r .1 4:' 1r SMS Steel UNaccn Concrete (MIM 3.5 R-J} 11 4' 1,t4' 1Y Gm01ed CMU:(ASLM.O80) 2-112t 1.V4' .12` -: _... - - - - ONOTHE METALSUBSTRATE, ,. __ OF3THREADS HEY - -- - _. - 1X WOOD SUCKSTMA. SEE NOTE 2,THIS SREEr CONCRETE PER EMBEDMENT ARCHOR INSTALLATIDN NOTES- �• _ REQUIREMENT •• A• 1: USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGEVI5TANCELIims. • • • • • " . • 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1 � , ARE BUCKS WHOSETOTALTHICKNESS.IS.LESST INSTALLATION I EDGE X1 IiAN1=1(2'.v '.rHCK BUC RM 'TYPE'F t'� DISf/WC:E TYPrANCHOR TYPE EMBEDMENT OPTIONAL IF UNIT CAN SEJNSTALLED O]RECTLNTQ SOLID C'CNCAETE. tIWOQBUCKS DEPICT`d1�!1,S"1JI'AREI.11P°TWCKOROREA7ER. AND EDGE DISTANCS PER INSTALLATION TOYHESUBSTRAM OFWOOD BUCKS TO BE ENGINL°EREd%yotRERS'OR'ASAPPROvEU BY AUTHORITY HAVING SU15STRATE,SEETABLE9,-nilSSHEEI JURISDICTION. VERTICAL SECTION D-ID 3. FOR ATTACHMENTTO METAL-TFIESIRUCTURALMEMBER'SHALL BE UFA SIZETO PROVIDE FULLSUPPORTTOTHE W WDOW FRAME 4.IF APPLICABLE. LOWEROESIGN PRESSURE FROM E(THERWTNDOW ORMU WON NOAAPPI.IESTO' WHOLESYSTEM. LU > c�to = ADa a100 O' N CD cl N z m'2 W z yAa _ z O © � U3 Q • ' N F- 0 NC im X ¢ na ul ➢ � slid 'a:n :°Pa h LYNN MILLER PE. 'i? fi, w58705 O EDGE —EMBEDM.. —..ENT ORFRAIDmG,S6E INSTALLATION_.. , INSTALLATION J=MBEDMENf•AN... _ _ sEETABLE10,1}aSSHEEr_. TYPE K EDGE ;DISTANCE 'Y14•MAX CE EDGEDISTANOE INSTALLATION "' SHIM TYPEI 2X WOOD BUCKSTRIP 2X WOOn'Buckstup' 'OR FRAMING SEE ORFRAMSr$EH I •NOTE 2.THI5•SHEET NOTE2, TFiISSHEEI' 114•.MAX F TYRANCHORTYPE;EMSEOMENTAND ED-GEDISTANCEPERSATE, UBSJR SEE7ABLE 20, THIS SHEEP EMBEDMENT EMBEDMENT USEDAT CXIRV"Dr. E7crEliloR• E9. FRAMEh1EMeFRS'ONLY �11•T1e! O.C: MAX I • 77 EXTERIOR -BUCK I VISIBL£LIGHTWIMTH- 'S , HEIGHT Yf4' MAX_SHIM; WINDOW BUCK WIOTH •2-Sl4' ' WINDOW BUCK ODTH V(SIBLE INSTALLATION HORIZONTAL SECTION E-E I: mew TYPE L HEIGHT= BUCKW HEIGHT- •SELF DRILUNG SMS I 2•I (GS)i SEE'TABL,E Ya-\.m V THISSHEAr I...... TAAI F��• . INSTALLATION' TYPE) Anchor Sutiatmla Mini54e. Distance Mar.O;C. 5 t:In 2AXx_113^.Box:Nell P_T: Sou8fe81 Plna' `. '6(]S S' 2-U2.X.131.Common Ndl P..T,Som=ping N,B5 318° .5 2-L2'x.145 Rotitln f •P-T.SR—monPfna. --,�'IDx7"S1eeIStTet' �..-.--. - - _ P T. SouIham Plea SG=0. 1= 5 D,�3*AWmlllam.6063.T5mItL 3115 6' 111E'A365hfe1 5l16' :5 0.DgS 18Ga eel•StuC:GC D3 5716° 5 B 2XWODOBUCKS-fR1P -_ - _. - -—_N07E2?1Tit5$HEET-_ - — ---- EXTERIOR --- V -- .:.; ,,.7-;"•-•_ • - - - - UA` M1CCSHIM MW&DADEAPPROVED MULLION • MIN:OF 3THREADS BEYOND 7HE7META4 SUBSTRATE. (SEE SEPARATE NOA), ALUMINUM. STEAL•FF MING-ORSTEEL5 VD. ' SEESUBSTRATE PROPERTIES. TABLE'10,THIS.SHEEf o � - - EDGE DISTANCE .INSrALL'ATION NOTES: 7Yp;�ANC1i0RTYPE�EI41B»MEWT Y.USEONLYANCHORBLISTEDONTHISSHEET. FOUAWEMBEOMENTANDEDGENSTANCELIMITS. tom--' OH M AND EDGE•01Su(NCEPER SUBSTRATE,SEETASLEYO,THIVSHEET 2.WOOD SUCKSDEPICTED ONTHISSHEETAS-1X',ARESUCKSWHOSETDTALTHICKNESS ISIFSSTHJWI-T&'_iXWOODHUCKS'ARE DPTIONAI_ IF UNIT CAN BE INSTALL>:T) DIRECTLYTQ SOLID CONCRETE WOOD BUCKS 13EPICTO-AS IV- ARE 1.112'THtw0R'GREATER VERTICAL' SECTION F F IN5T21LLAT70N T01}IESU9STRATP OF W000 BUCKSTO BE ENGINEERED BY. 0771ERSORASAPPROVED BY;AUTHORITYHA%ANZ JURISDICNON. Z. FORATTACHMENTTO METAL; THE STRUCTURALREMSMS14ALL BE OFX=5T0 PROVIDE FULL-SUPP40RTTO THE WINDOW FRAME '4.1FAPPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOkAPPLMSTO WHOLESY5TEM. b a u a �_ r m > ' 11 Q u0i o >- v omn O Nm O M W o As ti y w U_ w Z uMvo a U U X y ti O 2 h W Ol O '• C=7 sMa > 4 Z W Il Z O -g - -o J � d a N teailS ® C to Q Xfl z3 Z d0. t% I LL i ;,L' LYNd MalE]i,p.E P.E.4=7M INVALLAtIDN TYPE fvl 'EDGE. OR'FRAMING,SEE DISTANCE �NC17:2,THIS SHEE7 FDR'f N 151 M1 StALLATION MkZf10D ONLY, {{{ ANCHORS MAY CiENO � L-MBEDMEM' m MORETi{¢NTi'O,C, �;va^MAx 3 SHMI S TYP.h-NCHORT'PEEMBED SNT4 EDGE DISTAtSCEPERSUBSTRATE 1 �— 11: SEE'TABLE41,]MIS SHEET •USED,:ATOURVED EDGE DISTANCE EJLTERIO1t '?4 FRAMEq mBERS.ONLY @ 11-TiB'•O.c, MAK CRETEICMU PERANCHOR 1lV1N➢DW REOITIRE14ENT • EUI K HEIGHT •1/4MAKB�--� �I VISIBLE INSTALLATION TYPE O LIGHT IEIGHT= i FORTHISINSTALLATION �fnvnow • MEf(i0b'CNLY,,. BUCK I ANCHORS MA1! BE NO HEIGHT- YU. ®jJfORE7F•I7WSO.C. ,r • v INS --- ----no INSTALLATION INSTALLATION F----1— EMBEDMFirr FORISINSTALLATION TYPE f EMBEDMENT METHT'HOD ONLq', ANCHORSMAYBENOSKI .efl MORETHAN a+O,C, ,+ r ' - •IX WOOD BUeXSTRIP', SEE 2XW0013BUCIWMIP NOTE21TH15 SIiBET " OR FRAMING, SEE NOTE$THISSHEET _ TYP.ANCHOR I Tr..EMBEOMENTAND EDGE DISTANCE PER SUSSiRATE ..0 SEE TABLE II,TTOS SHEET 3' V .• EDGE - - 'DISTANCE' yy. 4OR CONCRETFJCMU �„•� VISIBLELIGHT.WIDTH=. I WINpOW5UCICWID.Tld-2.314" ~ RPERANCMENT EauIhFJd EN WINDOW BU.CKWlDTH EXTERIOR HORIZONTAL SECTION G-G, TAAI.FY•1- 4EDMEP :ED'GE TANGE'PER$UrIkt.BSJ'RATE =TABLE 11, THISSHEET i(4'MAXSHIM MIAMI-DADEAPPROVEOMUIIJON (SEE SEPERATE NOA), ALUMINUM. STEELFRAMING OR STEEL•STUD. SEE Sl1.BSTRATE PROPERTIES, Mk TABLE•11,THIS-SHEET WOOD BUCkSTRIPi Annhot Suheltalc Mi. Edge Mttd= MIn.Bmbedmnnt Max O.C. S cln I #12 OTO14410 SS Scmwi R.T.20Meln Pine SG=0.55 .. '4116' 1-31w B' Altnoltmm S063-T6 min. 3I8• •O.Ofi3"-,.--5— A3BSt£oI— �- SwI St 24 Gt 231w 2f6' •0:067' .61 MI D.M4 1B CA ' fi ' 912or"v_14.SLeelScmw(35) P.T. Sowwa Fine SGr 0. 51.16• 1-3181 ,fr AIMIDM46D63-Mmin A35S1eel 21S 316' 1".. 0.0621_ $ 6" Sleet Sllld. GL33 min. 3w 0.046° flaGd ' 6- im410SSCiateFlett i Ungragt*d CMU,(ASIM C-50: 2-M - i-tf4' 12• Ourmle(min. 3.35 M. 1•' i-3f4' • it I 114' Bieci Ultreeon Cmlcmle(min.2.tL5k • 1+ 1.V4' tz' cancmle mkt. 2.35 -24rZ 1.3/B+ I2"• U led 12dU, IASTM GBO .2-012' 1-114• 12' Grouted 47Uil•1 G9� 2-112` 1.314' 1z• 5i16• Sleet Ultracon Commlaynim 2,5 ksp 1m116- I-aw tT Gmlded'CMU. TM:Ct1D 2-112' 1�16' 1z' Mltt: ur :i InrlCquJ lSn1U1VU• 1 nc mC1ALJUCJI Wilt SEE N0TE2:THlSSIiEtT EMSEOME,NT � •` � , •EDGE DISTANCE •�, -•s s VERTICAL SECT ON H+1 INSTAL4 MON NOTES: ' 1. USE ONLY -ANCHORS -LISTED DNTHMSSHEET: FOLLOW BMBFD.WENTAND EDCEEDISTANCELLM(TS. 2. VJ000 BUCKS DEPICTED ON imis SHEET AS'1X+, ARE SU01<5 WHOSE'TOTALTHicrNESS 1S L t;-*LAN 1-112: 17(WOOD BUCKS i4RE OPTIONALIFUNITCAN REINSTALLED DIRECTLYTOSOLIDCONCRETE. WOODRUCKSDEPICTEDASIOMRE1-112'THICKOR-GREATER. INSTALLATION TOTHE SUBSTRATE OF WOOD SUCKSTO BE ENGINEERED SYOTHERS'ORAS APPROVED BYALTHORITYHAVIN[ JURISDICTION, 3. FOR ATTACHMENT TO METAL• T HESTRLfCTURALMEMBER SRALL BEO'FASIZETO'FROVIDE FUU:SUPPDRT TME-YW NDOW FRAME. ,4. IF APPLICABLE, LOWER DESIGN PR_[SSURE FROM ETMER WINDOW OR MULLION NoA APPLIES-rdYMOLESYSTEM: C m Z m t0 n• r o � 03 o z 49 �' [L ,n LL F J vHvd 0 Lff JU Hz OM j lu too #z-f! D.Z � � Is Z Z 0 5 F�- Z LL j NN f` X � >ru Z tL •xod Q D r r ALYNN MLLLER, P.E. P,ElfBnl'OS 0 -11H 1070TEWNCLOGY DRIVE N. VENICE, FL 34M P.O. BOX i 529 Rigv NCKOMIS, FL 34274 . agsgs (941)-4804600 FIXED WINDOW INSTALW I ]ON GUIDELINES 411?JI3 ANDC6RNERS j�laj4ROwwsj(I o BbM. EXTRUSIONS PWW-7201 T mg p _82 WTS -720-820-1 13 bIii 11 IR- N. Item' PGTParty Description Material' i 1 42580 F.langed.Fitme. Alum.6063-T6 2 1 4285 JEJUaWeg.Frama Alum. 6083-7$ ' s 425s Integral•FDt Frame' Alum: 805375 4 4255 7/16' LamL•Glass Bantling Alum. S063-75 5 4254 W, Glass Beading Alum, 606375 6a 4270+ 1 lqstallolgn Fastener)Corer Alum. 600246 6b 4224 14tstaffation Fastener Cmer Rlgld-PVC: 10 70589C Gaftk'jatSD• comer1clats3 Poiyalhyiene' ii 'rP247/8 VinyJ Buib.Nreettiarsnlp- Re.x PVO;,Dtrrd. S6+1--i 13 Dow 399 'GE 7,700 50reene orEquiv. 20 7165YK SetMpg Blpe$; Moiw: 3i161,'x 71161 x 4' Neaprene; Ohio, 85+M 21 71704AK Seft!M Block, I.e.31164x 13/32"x.4° tteoprene,•Dmo.85'+1.1 29 .. WSx.1 114•.•FH SMS Stainless Steel 30 7.81PDX•. 19'x.1Quail PH SMS• Stainless Steel .094' 2.734" ,09E" 27r�.IL�-- 2784" . .074' ,052" .074" r .O v .07C- :052` .433` ¢ 500" .43V Sao" 439° 1 1A00', l T T tt . .500"--.-��-.- .O5[I"QC9°' 1 -•--1 .-"- A6o'ra°°c ! �=-•-III- :OSO'w�e" OFLANGE FRAME 1 OBOUAL-LEG FRAME I 1'a25" On+ 042m, 6t163-T5 04245, 6063-TS TFIN.FRAME • #4255,SO63-TS ar .e75" .a75' ° _. �F. .RSa^ U T=; A50` I CSfN 311Cr" & 114" GLASS.SEADING 4 I.G. GLASS BEADING b 111STALLATION FASTENERCOV15R :4266, 6063 TS #4264,6063-TS �a #4270, 6063-TS ._ _ STRgC177W1L _ - SILICON!= __STRUCTURAL - - U4'NOM.. FOAM 3 —P_OLIASOHtr1YLEN- — = -- -- WirH DESI0.0ANT DESICCAN — — - D(F GLASS W.GLASS IN% GLASS R INL GL KODISPACE.-SUP] 4SG.TPS 7e SPACER0NXT1'1 Parto Description P1laterial 75 Komrilerrng••4SG' Fs'Spacersystem 76 QuanexSuper.SpacernXrv&.Hct Meitautyl Sea AiS S4eeticr Mateiials 77 1 QuaiiexDuraseal:Spacer 79 Cardlnal-)L•EdgaSpacer POLYI,SOr1Q1;.;A11,1T FILLAREA . __ .: ...�. "-' •. al;rYCENESEAL8111YLDESICCAMTT ROLL=FOHMEO•FOAM STAINLESS STEELEXT.GLASS rNT. GLASSASS DURASEALO xL EDGE' 78 SPACER SPACER m .1R=OSlOSri6-A➢➢m7HIS SHEl' ,P Y1rMRSPA.CERS S MOVED PARTS: � CL ti •Pa 'mp r m U.+N O" c rq o a� mm uU Q X� o W OLu w m •try Lu aMo c. t7 d D: 2 O Kr Q Z Q ,w CO Z to z m )10 X D d2 U_ m :a;NS A LYNN MLLER, P.E. PXA59705