CA JIRWNT�' MNICA-1011
<br />FILLE; FRAME -,nm RRID 1z-__5IWq J�C-I
<br />AND at= WALL
<br />14' _-X
<br />4AII
<br />N READ CF MICHUR
<br />Tonk_- aDLT 14 HrAD
<br />'r &:T 70TA; Do TU IAV
<br />KAX I S7L&
<br />Z)C IORS M 11-IMIR PER
<br />X X 7' 1100W VAI,
<br />01) EXPA1801 !)R 5710 3, x I woRs ANT& rfturl - Y 7' DOUR3 -!N"X
<br />(3) SIM
<br />HEA) is Dc,
<br />_4 IV cc'.
<br />4AX , -4EMl
<br />-�CFYAR - q. or WWII IN READ (IF STM PAIL I
<br />�NCHOR TV. STM OR TIP
<br />,_REPER TO Ir VAY.J U7 __;; IF
<br />ANCHLIR lil,, ANCH
<br />WAR
<br />_RIFM
<br />SILL 11,SrALLAPON BEV& Stl, INS7ALLCO4 Dff.4L UL NSTAI! AWN, rIF TM
<br />"�� ID ECT
<br />W9E MA-1,DNRY ANCHDR ROU7 IVODD STUD ANCHOR S7Fn STUD ANCFCR
<br />lr=-IN G'� LOCK -IN
<br />(LOCK-14 OR WLD-N) 012 V3
<br />(2) rf.R ANCIOR
<br />0
<br />VARE
<br />MASONRY
<br />:1-M 0
<br />Pj um.�_ esi IIC MA� \ r x 1 _1/4�
<br />WOOD STUD WALLS 4 'TOTAL PER NOTE 1.
<br />�5 STEEL STUD INALLS
<br />SEE NO`TE 1- A 5MOR
<br />LAS IINT; MASO\Ry�� 9A) ANPROR (Eki
<br />INTO
<br />WOOD STUD WALL V4' X -'-3/4'
<br />TAPCUN OR .-2 W� a mrl SEE S4T1 NOTE 7,
<br />ItH X I 3/q.
<br />61, M
<br />W MAX
<br />LTP! DESCRYTION
<br />3ATE AP�ROV_D
<br />I -
<br />11 1 A?PROVAL BVCS_
<br />C?/25 j
<br />31 RV.%,'TSFTD RIP SUMTTAL
<br />53/31/04
<br />C R.EVIKD PER DC BC�11
<br />C7/012-/04
<br />FRI
<br />1,'4
<br />.
<br />I WrFRITIR
<br />JIOLT DI HUD I
<br />MAL I TI)TAL ILT IN 4EM
<br />law,
<br />IIIAX
<br />ts) W mla� I-, -
<br />I'm �M�. _ , S x1r mi jb,
<br />(3) DPANS" CR AUZ5 Tt Vl_ -75 3' X T' DO=
<br />-Is � Mm. 11WOR3 OR
<br />;LAO 30L (3) /1
<br />W HFAa ij-w -C, I LW WL73
<br />UU. IN WID
<br />q OF MIS �,Of Wma MI
<br />AIMM 7�1`. .".1 UD 12, Q_ MSTAUAPON
<br />M$X OFIFIMI
<br />0117mrso DMOR
<br />1. wOOD 01� S-EEL STR)jCT1uRAL MEMBIERS
<br />OF %WOD AND STE_rL -STUD W.A_LS
<br />MUST BE DESMED TO CARRY AT'_EAST 320 1 IL
<br />Ei" MI�IJAKN VITAL �al. WALLA700 )E'WL
<br />LOAD, All,_� S_'iOULD BE W-11FED BY TlC� AFPRO�RIA�E
<br />O�R�AAL
<br />2. WJMBER OF ANCHORS FOR VARIO'_,5 OPENING i[EIGH-S
<br />IS LJK'fl--D BY MAXMUIj DISTA�JCE EEWIFEN ANCHOR,%
<br />LOCK D_ih SHOWN ON THIS SHEET.
<br />-IN VELD -IN CK-IN
<br />f
<br />Ck INGERSTOLL-RANE '-MIMPANY
<br />I�TEELCRAFT MFG.
<br />"D17 RL _�tl DAa 45242
<br />THM PNI JFI-MN DACE E70%&irf.
<br />0 13"T,
<br />YV 7 5fiflAri ANCH.OR DETA, MOUN NG CONDIT DNS -
<br />VA x iy&, aN. ngmxw
<br />1 3/9 X 5' W�'2' WK EUMHDIT -%--W &FACEj LAO 2VLT
<br />OM I.Dulua-71 1/4r kt% 4PPRDVED FLAT
<br />RM HEAD (51.Erl- AW110R)
<br />4:10o Bloc RID WM C MJ 41 AN Uiok'
<br />776 VV- 2 C
<br />AUDD STUD WALLS
<br />_T_
<br />5EE NOTE 1. Elio. A.-PV - - --------
<br />T.
<br />AVAILAKE DOOR CCNFICU�\A-IONS
<br />TABLE (SEE NO-E 1.)
<br />DOOR TY:)E
<br />CORE" MATERZIAL YIMUM OPEN NG SIZE SK N MATERIAL
<br />k1_1A
<br />PER SHT.'/ _�AJIDTH' HEIGH I_. DES.C-R. "_GA-1?AIN. TIIK
<br />F L U-3 H
<br />HONEYCOMB CRS. i
<br />POLYSTVRENE SID' 7V 1 GALV
<br />14/.057't
<br />POLYUREIHANE
<br />SIELL
<br />STEEL STIF.-- ENED
<br />ST
<br />70'
<br />1 6A 05.3"
<br />STIFFENED
<br />GALV
<br />14/.067`
<br />STAIN-ESS
<br />HONEYCOMB
<br />STAINLESS
<br />STEEL
<br />POL YSTYREKI-
<br />31"
<br />STF71[.
<br />1 6/_053"
<br />POL'URLIHANE
<br />3 oll
<br />TEIV-PERATURE
<br />MINERAI Fl:�;F.R?
<br />11
<br />CRS
<br />I
<br />RISE CORE
<br />GALV
<br />14�/.067-
<br />F M B OS S E: D
<br />POLYSTYRENE/
<br />PANELS
<br />HONE -COMB
<br />3
<br />1
<br />7 In.
<br />CALV
<br />AVAILABLE FRAME COINFIGURATIONS
<br />rABLE 2- (S;-::-E NOTE 2.),
<br />FM :A, =Y� Ij
<br />MAKMUM 0�"ENING SIZE
<br />FR AM -r- SERIES JAMB DEP-1- SIZE MATERIA'
<br />JA TIB DEP-1--
<br />VVID-H FE-fPIT DESCR. GA./�MIN. r-jK
<br />4
<br />16 053"
<br />CRS/HRS
<br />14/.067"
<br />F
<br />7'0"
<br />�LV
<br />S FAINLESS
<br />16/.053"
<br />3
<br />STEEL
<br />MU 5.75"
<br />loll
<br />7
<br />CRS/H -IS
<br />16/.053"
<br />MIN.
<br />1
<br />GALV
<br />14/.06 7"
<br />TABIF 3.
<br />CHS
<br />ASTM Al 008
<br />L-IRS
<br />ASTM Al CY, i
<br />GALV; A60
<br />ASTV A924
<br />-L., 3D4,306
<br />S
<br />ASTIV A240
<br />MIN MUM YIELD STRENCTI-I 26.50OC PSI
<br />-_NT TABS
<br />T TO SL:;URE ASSEEMa-Y
<br />'A
<br />KD'
<br />'KNO�
<br />ASSEMBLY
<br />0ELDED
<br />WELDED
<br />HEAD NOTCHED HEAD SITS ON -OP
<br />AND BUTTED BETWEEN JAMBS OF N-0011-0 JAMBS
<br />'SUA'
<br />SE--L- AND A5ti�WE-DED
<br />ASSEMBLY
<br />SHT 1� 8
<br />VTSTFIN'S
<br />I. TR DATE
<br />JA.S�Rk'TTON I AFPRF%IED
<br />A APPP-31AL 0M
<br />1 ___
<br />RE'VIS4-l) FOr $UEI,9I;FTA! j 03/30/04
<br />M
<br />: b
<br />tL'Id
<br />NOTES;
<br />1� DCOR CONSIRUCTION
<br />1.i. mmmi�� rCDR THICKNESS - 1 3/4"
<br />1-2. ')OORS A\/,AILAB--E IN F-AT AND EMBOSSED
<br />SJRFACE MODD S 'SFF I'ARt F.11)
<br />1.3. ALL COORS-, ARE FLUSH - IND LITES OR LUUVI-_�W3
<br />A%I.AILAB-E
<br />TIO
<br />FRAME CONSTPLX -114
<br />Ill, MIN MUM JAMB DEPTH - 5 3/4", 'z-:-FOP HEIGI-T - 5/8"
<br />LT -USE
<br />1-2. FRAMES AVAIL.A.3LE AS :71-1-SH (F-SE.Rlz_S) AND MU
<br />(MU-SPRIFS) (S7E TABLE, 2)
<br />3. FOR MA'I'FRIAL SPEDRIDATIONS REFERENICE Sr____ TABLE 3-
<br />P-M. PADIM
<br />fn I \�GFRSOL.!-- RAND COMPAklY
<br />go., ' 11-17-L
<br />S I` GNA� ; MFC.
<br />50'7 Rd. CI-V-H 13H. 15�-a
<br />T*MD TT'_K DADE rouNTY
<br />_jqin� DO."R AND FR.AMF
<br />nffm
<br />utl�lw 11
<br />ChTOED YM!� 6/m/02
<br />AND rAATO`iA_ SMCS-
<br />MICH PRES�;URE APPLICA71CWS
<br />F
<br />T li�
<br />tu __
<br />7 It SIN- 2
<br />4?,VL _r --1.1
<br />T 6 OF 8
<br />U r c (Ailll SH
<br />OB X 5/8 TRUSS
<br />Mill TI-UFE* SERIE;_j
<br />ASSEVIBLY
<br />Ill I k N r t ILAD
<br />2" M-H.
<br />4' MAX,
<br />0.625
<br />!?4' 5-,
<br />:5. IV,
<br />MIN, VARY THIRD AW.,� FlWhSTTIM
<br />DRON YhjF 1121AM
<br />-4 %%`EAT-lr_RFT9jF-IKG DETAL
<br />'VARY (A-L DIMENSIONS TYPICAL -diff5rW
<br />EXCEPT 'WI4EN SPEOFIED)
<br />HINCE JAMB S-MKF )AMB
<br />!IATE APPR-3-11-EP
<br />M-YiSI-D SUBMTTAL 0 111,! 3 0 0 4
<br />RLVjST_D PI-R t:c=�o ::�vx /0 1
<br />NGERSOLL-..--�AND COVPANY
<br />STEELCRAI-T 4FG,
<br />5*�Oh -W- :,O� W� 452�2
<br />:)".DE COUNT'
<br />110I, - ETA
<br />N 0 ILS
<br />AND WEATHERSTRIFe�,I!Nt-� ATTACHMENT
<br />=CA 1: 'list-- F-WiME AIN'D WU FRAmE�;
<br />jrctr
<br />77 6'VV- 2 C,
<br />-L
<br />AUT00x) T SI IT 7 OF 8
<br />3.91 1�?-9 13,9 SEE NOTE i
<br />L Dr PArT L Son
<br />1-1102 SECTION
<br />EL NOTF 2,
<br />zz-,� \
<br />MAX. 075
<br />FLEX OLE
<br />SECTION
<br />125 -F
<br />SE NOTE 3.
<br />�.AS-SEAL DOOR SWEEP
<br />F
<br />0,13
<br />SOO-.
<br />ZLRID IF, I'L 5CS SEPIES THRESH=
<br />RENE BUMPER
<br />WITI-- NEOP
<br />r U4,50
<br />0125
<br />PFMKP 2005 SE:ZIES 'H-RESHOLO
<br />-H SILICONE, VINYL
<br />CA, PILL IZAL
<br />0,25 -J
<br />5,00
<br />NA71ONx GAJARP 95(t SEPIES THRLSHOLD
<br />VII-9-1 &LICONE, MNYL
<br />OR N:OPRENL BUMPER.
<br />FLEXIELr
<br />3.74
<br />SE:111-R f(-T D -
<br />OA3 T
<br />1- 4,00
<br />-S-074
<br />FELF-A:)j-iESVE
<br />tiliEATHERSTIRIPPING
<br />MI
<br />`,I)A
<br />40 NV93U "ACLERSIRFEr, SUIT�� 1603
<br />Butt_WK� C.Mr. commmKc 0MCIS tuccm
<br />ImmucT wNrRM. BlytSION fj I �%Mt, ri ORMA 331"-)43AL
<br />p�)3-,5-201 F.kX(3IL5),7,,`x2
<br />N(Yf IC F, OF AC-CPPTANCE
<br />FGT Ind"Wes
<br />I#70Tcc]molagyDdve
<br />1`14omt% FL 342-715
<br />ta
<br />rules and ruga;a1mm
<br />This NOA is being issued under the appi ic-b6 - govVium gthc uz�u cliis.
<br />,,I by',Aiarni- Dade County Product CDAU01 DlivisiOn and aceeptOrt
<br />'rhe docatawtutim 2,ubruiltod bas been M-Fi,
<br />by I he 13,jrjrd of Rules and Appca I I; (HOR A) to be used i a Wliarn i badl COiWdV,,.d other w�as where nI I aw ed by
<br />tho Autbority Raviag.latixlictian (AID), nAuc ott
<br />3ball DO( be ,Tkd Idler the =Piratim, date stated bt�low. The 11,liami-DrIdc, C0119ty I` I C (FlIl
<br />r than Miatni .1)ade County) Deserve It
<br />Tsvi4wn (lit Iffiami Dado Cotarly) anillof the AHJ (in ams otbo the tigb 0
<br />-t or matcriu I tested for q uA.Y assunt- Pupa sm, I r I his. Product ov naalerW fflIils to P-troul ill
<br />bave this prode,
<br />Lbe accepted. manner.. the numufauturer will imur the cxponsle of su& testing and dic AID imay immediatelv
<br />wad4-, or suspend t1m xtqc of such prolftc eir ju, isdi�lon. 130RA -�va ale 119M
<br />I or vaterial within rhe
<br />to revolw, d63 accqbucc, if it i-, detcrinined by hfiRmi-Dade CQlJrd y ProdIx-1 Cfmtrol Divisinlfl that this PToduat Or
<br />Thk product is uppmved herein, and I- beend-gnod the FlaridaBuilding Code.
<br />uaing Ri& Velocity qurricaue 7-f-c or the Florida DAIding Code-
<br />b3cl
<br />Single Hung window- NJ.
<br />ine 141
<br />dated
<br />th-, W-lismi-Dadle County ProilactVoilLm, A,_pw.al slamp wijh 1,40 Notice munberand aplmival
<br />date by the kfiami-Dadc Counly PrDduct OontItca Division-
<br />R IM PAC--f k Ajr I N C. - None
<br />I AFIRLINQ Enh 41111 SWI I�eat wial tU Inanuramkofs name or lop, Vhy. state and
<br />follownigstatentent; "Miarni-Dode Coamy ProduLL Control Approvod"I un1cis othotivise noWd herei'L
<br />con Led nd 1&c has b- a
<br />F1 a L " 11
<br />chmp� in the applicable building v4y& negatively afllc� tht, P'Trarniame ,,f iia prIlducl-
<br />man or clatInge inthe
<br />b=a ra-0
<br />of pnxcafi. IvIi,juse ofthisNOA as aaQ,&A-Stment C&HDY
<br />[I fn= this WA a ae to cow
<br />Fodud, fitr sales, advmfi". ornay othLv pV1pO1Ies,+aII aut0mu&% Y t= % - - -Fit Ply
<br />apy-smijou ofiFAN NOAsliallbe carvac fhrW4MiVAi0n ArdroRlicIvat 0fNOA-
<br />,with a h-dda Y1 oll W rI
<br />ADVT�RTXSEMEXT: The.,K)A ntaIf_-u,7m-Jt:dbY tb -Ords Mimni-Dll&� a-4 V, I? , w f ow 'v
<br />tk cxpiaticm date tray be displayed in advertiEing lituatute. IfiarTy portion ofthe NOA is dispiavol, then it alall
<br />be done in its a4irety.
<br />lKSPEMON- A wpy ofthis c4iioW0A Anti be pro�aded to the nwr by ffit maomfidurcr or it-' disu+uL"
<br />Ist off ib c 13 u i Ming 0 Iffil C i 3.1 -
<br />and shar-
<br />pag 10,- out OD0d
<br />This NOIA consist§ of thispabc I -a-d vldm, --uln nIcuti
<br />111*1--
<br />ftcetortpeCa)
<br />KOA Na�"21IAM
<br />Kpirntm I)stc inumary 26,2011
<br />Appr*YM I)Pxte: J311712rY 2(� 2006
<br />paglt 1
<br />P �.Ittdq�rfivs
<br />'NOTICE OF AC.C_FPTANC%- E�1DENcEmNuTrED
<br />F3('_T_AS 202-94
<br />6� Test reports on 1) Air InlitirWon Tutit, per
<br />I;tatir, �kjr I-Oaditlg POT T' UC T,4LS 202-94
<br />2) Uniform
<br />3) water aftistance Test, per FBC: TAS 202-94
<br />TAS 202-4�4
<br />-Y FBC 1603
<br />4) Fitced Entry Tes�L pl,
<br />akxg With martkcd-up drwwkw and instal 1,3601) diagurn of aluminum sirt& hung,
<br />No. FM-403, dated
<br />Prepared by ywaqtratioa Teati niz Laboratory. Tes;t Rq1
<br />()7.q)7/05� siguod and wvled by Eduardo LaqViaspada. P-E.
<br />C. CALCULATIONS
<br />ungly.5is, Prepared by Stmacturat Dem-i&M, 51,1�
<br />Andiff Celculations, aW Structure]
<br />dated 06iQ3K)5. signed and sealed by Farrokit Rasekh4 It.F.
<br />h ASTM F
<br />complies Wilt -1-1
<br />W98
<br />QUAL11YASSURANCIE
<br />1. mismi Dadt Building Cod
<br />e compliance offict; MCCO).
<br />r- INIATFRIAL CERT(RCATIONS
<br />1. None
<br />F. STAMIENTS
<br />Clark, P.E,
<br />by Robert
<br />2. .;Eatotrum, letter Orno flnWUja i9teyest, dOre(l 0q!26#)5, Siped aud sealed
<br />L� Clark, P-E.
<br />C.. UrHFR
<br />I- Letter &DIndle, wnsaltarIt:dated D-mb-01,2005, statingthlittlIOPrOdoidis in
<br />roniplifinee with the FlotiddBuildiugCod'. (FBC)�
<br />- - -----
<br />Radw Code cvraphance OFAM
<br />"i'l.,-,
<br />ji.D# NOA No 85-OWL03
<br />F-10- _jc� janunry 2fN 2011
<br />4,.proj inAuary 26, 20%
<br />E-Z
<br />R E V 1 0 N S
<br />DESCRIPTION
<br />APPRFIVAI DWC-i n-/2C,/331
<br />SED FOR SUBM-TTAL 1 03/30/041
<br />NOTES:
<br />1- S' -Or 40CATIQNS MAY VARY WTH :)!FFEREIT DOOR WIDTH.
<br />2. CODP SWl:LI1 HIG-) SECHON IS MADE Ol- PRO-F-AX #PD-199
<br />POLYPROPYLENE HOMOPOLYMER
<br />3. POOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE F-01-73
<br />7Z DURWIFT_-:� - SHORE A SCALE
<br />ING-RS-L, -RAND CIOMPANY
<br />STFF--CRAFT MFG.
<br />9D17 F.�� Na 12-5,6L OH, 45Z4E
<br />JAZE COMN
<br />DATr DOOR ACCE55CRIES
<br />UfI5,0. 20TTM, S*rEp
<br />THRESHOLUS
<br />AND
<br />7k 1111T
<br />77-W-
<br />S--F 8 [IF 6
<br />t" I AUTOCAD I
<br />Y�. r �Indvqte�
<br />'NOTICE OFACCEF`t_�NC_11: h\111DENCE
<br />A. DRAIVWGS
<br />1. N4anufaclurcrs- die dnwinF, and sections.
<br />um. 11 do
<br />1. 11W'In AN-
<br />Non-Irapact, pl-epared by rnariufacturct, dated 10,41011 writh revision "F" dated
<br />07.120105� sigud mid sededby Robert I- Clark, P.P.
<br />& Tmsn
<br />1, Taqt rcp=r on 1) Air Infiltration TeFt, pQr FRV� TAS
<br />2) UjAfDrnj SlaUe Air Pruss- T'
<br />lest, LoMing per FRCTAS 202-94
<br />3) Water Resistat"reTed, Per FBC, TAS 202-94
<br />�) r-orced Enixy Test, per FBC 36012 (h) and TAS 20
<br />along with maiked_up drawings Wj jTj,,tajjv s a ant
<br />_tjon diagram of W uminuin i gi- It *
<br />jjjojjTea6jg Lal�oTatoryt Tcqt Report No. FfL10!� dKtod
<br />prepared by pc"ItIstr
<br />(y7,-0gf0j, 3jgnod and saed by Eduardo Larg e-9 -
<br />-a pada, PX
<br />2. T,�st jCpOrt%f)n 1) LIniform Static Air hemreTest, T-oading per 113C T-AS 202-94
<br />2) iv ater Rw
<br />stance Test, per VBC, TAS 202-94
<br />3) Forct�d Fntry I"Iest, per FBC 33603,2 (b) aud,rAS 1.02-V4
<br />along with muked-uP draWiTIDIRtId installation diagram ofalantinw %ingle ban&
<br />eArstion -I*miijlg J_QhojaEory� Test RepoTtNo. FTT-4658. dated
<br />prejydrud by ren
<br />071-1905, rignedtmd ssetdod by FAuardo 1,argaospada. P.E.
<br />-4. -rest repoy& un 1) UnifurmSltatic:_AitPr��Tvcst, I-Ayadingper F13C, TAS 202-94
<br />--ith marked -up drawir4�s and ilista,12160n diagram ofaluminual singich-&
<br />along vk
<br />prepared by Fenestration Testing Laboratory. Test Report No. FTIA657, dated
<br />O7i08/05,sjgnt:d and Realed by Eduardo 1,grg--pWa, TI-E,
<br />4, Test reports on Air InfiltrationTeSt, ?ff F
<br />_8C, TA S 202-94
<br />7-) uniform static A ir Pressure Tces� Loading per FBC TAS -VI-94
<br />3) Water Resistance Test, per FBC, TAS 202-94
<br />4) porLed F,-nlryTegt por FUC 3603.2 kb) and TAS 202-94
<br />ulong with inoTked-up cilawi r1gs and inStallati011 diagram Of i no g,
<br />alummumsi lehim
<br />-ation Tes
<br />prepared by Fet� fing Labotatory, Te-q ItepOrt No � Fff,-Z�Ilili
<br />0_,07�.05, signed andsealed bypduarda Lvgaw.,pad�% P�E.
<br />S, 'iest.Tcpormon 1) Air InfiltrabonTeApef FBCTAS 202-94
<br />,fvm Staticvr press= -ytst, LoMmig per 14BC TkS 202-94
<br />2) U
<br />i� Watcr.P
<br />- ,asistattoD Test., pur FBC.TAS, 2(2-94
<br />4:) rqrr�od Etdry Tost� per FBC 3603-2 (b) axid TAq 202-94
<br />alOjIg widi tna&od-up dr&.,Fi ngs -1 installativa dingra mof alunjiman Sini
<br />&. hinig:
<br />4'd
<br />prepared by Fenestmaon Testinm J-abordt TeA Report NO- FfL4654,
<br />argaespakin, P.E.
<br />O7�.-,Uj,()5,.qigned and sealed by RivandoL
<br />- _4 �
<br />Llr=,> F� G8=Ir4 N�L
<br />I
<br />Id L1 (;,MPIhM.6 luffim
<br />D11-m.
<br />NOA \9 054VZ&03
<br />c.apirationElate.. january26,2011
<br />MtL,;j"nary 26,206
<br />GENERAL NOTES: NON -IMPACT SINGLE HUNG WINDOW
<br />1� GLAZINQ OPTIONS: (SEE DETAILS ON SFEET2)
<br />A. W 6. ANNEALED CLASS
<br />8_3116'TEMPERED GLASS
<br />C. 114r ANNEALED MASS
<br />1). 1W TEMPERED CLASS
<br />E. 13116" �.G., 1C ANNEALED OUTBOARD, AIR SPACE, 1&'ANNEALM INBOARD
<br />R 13116- G., 4AP TEMPERED OUTBOARD, AIR SPACE, 1JB- TEMPERED k-41304RO
<br />'I - ANNE-
<br />0-13116 -G., 3110'ANNEALED OUTBOARD, AIR SPACF_ 3116 AMD INDOARL
<br />H. 131113- 1-G., 3/16- TaUIPERED OUTBOARD, AIR S?AGE; a116- TeAPERED INBIDAFT,
<br />3115'ANNEALED OUTBOARD, AIR SPACE, 1JV ANNEALED INBOARD
<br />J, 13tlWI.G,.Nl6'TEMPERI--DOIJTBOARD,IURSP/�Cr-iiS"TEMPEREI)INE30ARD
<br />2. CONFIGURATIONS: -OV (111, VIEW AND RADIUS TOP, ALL Wj LOW OR HIGH SIU_ OPTION)
<br />3. DESIGN PRE-ISURF5; (SEE TABLES, SHEET$ 3.4 AND 5)
<br />A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E IWO-98.
<br />B. POSITIVE DESIGN LOADS BASM ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-B8.
<br />C. DESIGN PRESSURES LINDER 40 PSF ARE NOT APPLICABLE, IN MIAMI-DADE COUNTY.
<br />4. ANCHORAGE- THE 33 11.10% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEM 10 THROUGH iS FOR ANCHORAGE DETAILS.
<br />S. MIANII-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMNOADE AND WHERE IMPACT RESISTANCE 18 REQUIRED,
<br />FRAME AND PANEL CORNEW SEALED WITH NARROW JOINT SIEALANT OR GASIT-T.
<br />7. REFERENCE I ES I REPORTS; FTL4663, FTL46-54, FTL-46M, FTL-46M. FTL46b7 AW1 FTL-4659
<br />8. SERIESNODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701.
<br />01- R - - -
<br />-39 =OR 40 IrAl mom.
<br />- GLASS BtTE
<br />. ....... .
<br />(i�_
<br />0+
<br />L_j__L_j
<br />NOA DRAWING MAP
<br />SHEET
<br />GENERALNOTES . ........... I
<br />C-LAnNG DETAILS. 2
<br />DESIGN PRESSURES--. 3-5
<br />ELEVATIONS ........... . . _-- 6
<br />VERT. SECTIONS...-_.. 7
<br />HOW SECTIORS�. 7
<br />PARTSUST. ----
<br />CORNrR
<br />ANCHORAGE- ........ --------- 10-`13
<br />r GENEFAL NOTES
<br />�ASC-1,7. r
<br />'XIE M
<br />NOKMI U4 SLNGLE HUNG WINDOW, NOMMPAACT
<br />ux.( "ag AL
<br />NTS 1 113
<br />WWR', Li�lt-
<br />SHIM
<br />L
<br />I -aft- ANNEALED OR TEMPERED CLASS
<br />3115" MONOLITHIC GLASS
<br />36 THRU 9
<br />SITE EXTMOR IWE
<br />(ALL SECTIONS)
<br />-1 1-1,14'ANNEALED OR TEMPERED GLASS
<br />1/4" MONOLITHIC GLASS
<br />V21 Nw.
<br />GLASS; SITE
<br />\2V
<br />- - - I
<br />OR 3,1ieA;;EALI5D OR TEMPERED GLASS
<br />SPACE
<br />OR 3JI6" ANNEALED OR TEMPERED GLA$S
<br />:D CLASS
<br />GLAZINGOETAILS
<br />6.3
<br />t40HOMS. F1 'AM
<br />ALUM_ SINGLE HUNG WINDOW, NON -IMPACT RubW L. 04&*, P,E
<br />P.O. w.lx -5v
<br />F.11 2 13 4
<br />DESIGN PRESSURES FOR MLAMI-DADE COUNTY (ASTM E 130"8) TABLE 1.
<br />111i VANDOWS EQUIPPED WI HIGH $ILL OPTION
<br />VaNww WINDOWHEIGHT
<br />WIDTH
<br />GLABSTYPE
<br />2w,
<br />38 31T,
<br />44-
<br />so SW
<br />7r
<br />14"
<br />ZI
<br />A
<br />+W.
<br />+60-0 1 -J20,0
<br />+SD,O 1 -120,0
<br />+-W.0 -120.0
<br />+80,0 -04.6
<br />4-7$.5 1 _7&5
<br />+75.7 .1 -75.7
<br />+73. 0 -7&0
<br />19 its"
<br />B. D. F. MI 1
<br />+80.0 tou . 50
<br />-
<br />+N.O -150.0
<br />-450.0
<br />+80,0 .1%0
<br />-+80.0 -1-55
<br />+80
<br />-M.",
<br />+80.0 i -12u
<br />+00-0 -119.5
<br />CIG
<br />450.0 1 -150.0
<br />+80.0 1 A5010
<br />42.
<br />+8040 -131.8
<br />+80.0 -04.6
<br />+781 i
<br />+76.7 .7,51
<br />+7�&O -73.0
<br />E, I
<br />+W.O I _iSS.0
<br />+80-0 -135.0
<br />*8t).0 -JW-O
<br />+80.0 -131.8
<br />4sQ.0 -94.6
<br />+78.6 -7&6
<br />470.7 -75-7
<br />+7&0 -730
<br />A
<br />+60.0 1 -120.0
<br />.120.0
<br />_4&-01 -1=
<br />+8 0 IL11.0
<br />480.1 -114.9
<br />+N.9 -Mi
<br />46S,2 -M2
<br />+fJ3�6 1 11
<br />21
<br />B7 D, F, H, J
<br />+661) 450.0
<br />+W-O I -150�13
<br />+80.0 1 4450�0
<br />�2
<br />+80 ,60 .0
<br />+80A _4311.8
<br />+B&D -112.8
<br />+W.Q -1138,3
<br />1
<br />+80.0 1
<br />j
<br />CA
<br />+au -150.0
<br />+N.0 -150�0
<br />+810 -IM-0
<br />+80.0 -12A,3
<br />+80.0 44.9
<br />+8&9
<br />+53.6 1 -63.6
<br />__F__
<br />E,
<br />-;m-lo -1 T5:0-
<br />+60-0 -13"
<br />1 *W.0 -124-3
<br />+80:0 -&-a
<br />+6"
<br />:�66,2
<br />�36
<br />A
<br />*W 0 -1200
<br />+N_O 1 -120.0
<br />-NW.0 1 -117.4
<br />1 +W.0 1 -9$3
<br />+80.0 -Ma
<br />4%.0 1 _M0
<br />+5D.1 _58.1
<br />-'56-4 -58-4
<br />D, F.
<br />+805; -1513:0
<br />+30.0 1, -160.0
<br />+W.0 ' 450.0
<br />+W.0 1 -150.0
<br />-1410-0 -131.9
<br />4WA -10j.5
<br />+00-13 -W-7
<br />-feo.o a13
<br />c,G
<br />+8010 -m-
<br />.
<br />-TWO -1150;0
<br />-Wo _1176
<br />___ I
<br />+150.0 : -isao
<br />_;W0
<br />_4002
<br />*W.O ! -124.0
<br />40" -KO
<br />+M.0
<br />+59,1 sa-1
<br />+6&4 -8&4
<br />E, I
<br />+W.O 435.0
<br />-
<br />I
<br />_100�9
<br />+80.0 .80.0
<br />482.0 1 -6U
<br />+59A 1 _W 1
<br />+5&? -50.4
<br />A
<br />+W.O 1 -120A
<br />1 +fao -120.0
<br />I _.
<br />+80.0 -100.1
<br />-W,D 1 -84.6
<br />�WA -eg.4
<br />+01-3 451.�
<br />-AA _I -M a
<br />466.0
<br />37'
<br />B, D, F, H. 1
<br />+80.0 -15010
<br />4-80.0 -1-50.0
<br />-130 2 21
<br />+M.0 1 -150-0
<br />4-80-0 -131A)
<br />+W.O I .100.3
<br />+80.0 11 -942
<br />+80 0 -4M_1 � _
<br />-150 .0
<br />4.8" 1 13S.6
<br />+80. -T24-7
<br />C
<br />+W.8 -115-7
<br />_W.
<br />+60.0 0
<br />+61.3 1 -61.3
<br />+58.0 1 -W,0
<br />-55�1)
<br />E, 1
<br />+801) .135.0
<br />1-80.0 -Wo
<br />+80.G 1 -91.3
<br />1 +80.0 -57,7
<br />+77.3 -77.3
<br />+6"
<br />A
<br />+80-n I -15,n.0
<br />I +e0.0 -115.4
<br />1 +W.O 4 -91-0
<br />1 +79-2 1 -79.2
<br />+64.7 .64.7
<br />+59.0 -5910
<br />.9--' --57,9
<br />+55.0 -55.0
<br />-MEETING RAIL
<br />X
<br />NOTE: LOW SILL
<br />LIVAIS -I I`H THE
<br />OPTION ARE LthfiTED TO A
<br />PosmvE DESIGN R;tEMRE
<br />OF +64-o PSF OR LOWEER AS
<br />SHOM IN TtJF- TABLE_
<br />NIEGATIVIEDESIGN PRESSURES
<br />ARE UNEFFEGTED.
<br />1111], 1-1'* W.1 i7j
<br />*1 lit
<br />W All
<br />wo I .. - I I
<br />:K6, X, a
<br />-M AT& i
<br />IE
<br />I
<br />0
<br />'R
<br />>�
<br />-a
<br />CL
<br />W
<br />N
<br />z
<br />Cie
<br />Uj
<br />LLJ
<br />0
<br />LU
<br />CID
<br />co
<br />4)
<br />z
<br />4)
<br />Z5
<br />0
<br />4-ot
<br />u
<br />4-j
<br />r-
<br />(1)
<br />y
<br />1 $2
<br />40
<br />0
<br />0
<br />04
<br />.I
<br />W
<br />I
<br />
|