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<br />FLlI FL15468 F<.l_
<br />Appllc•J!I ��'� Type Reviscn
<br />CLnk'dr: anr� -'G17
<br />App6carl ;n EtaDJs Perlding FEC Approval
<br />Comments
<br />Al t.l liVbtl is
<br />J ����o
<br />FAfragfoeY:
<br />�
<br />BUILDING DROPS, INC.
<br />INSTALLATION NOTES:
<br />1 ONE (11 IN.STAI,LATION ANCHOR IS REQUIRED AT EACH ANCNON LOCAl10N $MOWN.
<br />Iq f vagFn PY
<br />{C:dUCC I•IanUf,9CCUFeI J[LU-WE'J
<br />Asti e55r.'11(„,e/Sri I.�il 3737 L:}.�eIILII L Ea�l_I
<br />F,lamatFl Falls, l�F' v711i It
<br />(S'GG!S3Siiilh
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<br />QI.ICI iVl IJ�.1 �� lyl IJLV c 3ASi,l-i h".anfi,a
<br />ft [ t trylad wan -x,m
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<br />Tertlr,l�:.� ::,.;;resanfarivr ]FI.G WEI'J Corporate ..Lst(m er arvlce
<br />Adltess;'-"'r":ne/small 3737LakepOrtl3lvd.
<br />E; lamalh r 31c, UH. ! I; i,Lll
<br />iRGG) S35-J93D
<br />CUaLCYTI�l'•�UI Vil.•y�I_I'�l';(iily,lJ-WOI. r.C,lll
<br />nl_I._IIiLV-\ss,I:31::H R.�ffese3)tall've
<br />ALiL1tl"i_/✓hlOne/Small
<br />C•JLCIJCn y ExIN II:T [h".(IFS
<br />SIItA.aCe4_�FV iwlnlTl[NI F+fPo-Irr f)C"lf AssamYli(�s
<br />GiNiT Jlar,;a Mathis) Fvdll7f Gfl P-
<br />i apert fiom a FI[wlda Regis[rE[,d Ard-Iltact or a LH_ansad
<br />F:XIda L'f 011•iSiIVr 3 FI-F7l rlerT
<br />__
<br />CvallJatkln F.epxt - I lardccpy Recewed
<br />Flurlda Eff7lfe �CY i;f ArrFllYri:t fJ.TIT r-- whi; HFrmas F. I�kIf PTO, F'.E
<br />ili'v I (. 1 t}',e C'v alUatlCFl F'.C{: Yt
<br />I Jul Jy L.Lri•Jc' I't-I?%IFS
<br />uraLlY � S�I.rH_f_'tr.Dty rJational lxaeditati�xl and Man 9Tlant Instia[e
<br />�
<br />:jUaIILY'A.��l31Cr_(�CIIIU'yr.l ExpraU(41 L-'dl•' 1�/�1/2G111
<br />vah(LJLe�1 �y LucV:.e b,_rvwJwl
<br />ff::
<br />I�
<br />V511daClOn l.tle I. ITS[ 118TdLUpy FF+l.e.ved
<br />r., t n :�rH• ITT n , I F d1-n, .. 1=1 I I - �• 1 :. l 71 . c; yr - - - I
<br />�r � _..:1 1 11 71,.1.
<br />�_._..._,..___ .-_._.__._ _..__
<br />P..,fwf•-.-•-:1:-•t.->rI(laFd cTnd Yei (r¢Stanliani) 4t2fndal-d Yea(-
<br />TAS �G2 19'34
<br />Fi{t llv 9l.f ,-.,f R-nXl, Ifs `,tarl�irrlis
<br />(:�tltiia=y Flrld�ll-�.n�ilrf..r.iral rgnfl rPfrrli t
<br />t11r.L H'._I,, ''.I ti�l.(J_C�I+, 51 ''_I_LctC `ll: l��•i-
<br />�1 F'if -- �- �--
<br />C.�'IurS '•"';nT lhle C.Ode
<br />H�IJ�IcI �'pFb o'rel Meth: �d Methr_tJlllpGOflL
<br />-
<br />W l N D O W S 64 D n O R $
<br />DESIGN PRO /SMOOTH PRO / STUDIO
<br />NON -IMPACT
<br />37 1/Z" MA%.
<br />FOR USE 1N THE HiGH VFiOGTY HURRICANE ZONE (HVHZJ � o A. wIDTH
<br />)
<br />5
<br />37 1/2" MAX. __
<br />GENERAL NOTES: O.A, IDTH \ ®
<br />g �
<br />1. 1HL PRODUCT SHOWN HEREIN I$ DF.SIGNFD AND MANUFACTUPCD TO fOMDLY WITH THE CURRENT HORIUA -
<br />RUILUING CODE IFDCI, INCLUDING HVHZ ANO HA$ BEEN EVALUATED ACCORDING TO THE FOILOWIN G:
<br />• IRS 2U2-94 � �
<br />3
<br />7. ADEQUACY OF THE EXISTING 1fPUCTURAL CONCRETE/MA5UNRY UN 1% FNAMING A$ A MAIN WINO (ONCE \ i 5 _
<br />RESISTING SYSTEM CAPABIC OF WITHSTANDING ANO TRANSFERRING APDUED PRODUCT LOADS 10 TILE � <o iu �' a �
<br />fOUNDANDN I$ THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT DF RECORD f0R THE PROIER OF �a`o `e S^ � .� N y � 5 �
<br />INrifAl IATIbN � N t 5 S � a'•' $. f �
<br />�� Oda Y
<br />3. THEINSTA1.lATION DETAILS DESCRIBED HEPFIN ARE GtNERICANU MAY NOT RE(LECT ACTUALCONDITIONi FOR �m ° A) (� �rjLL a
<br />zz
<br />A SPECIFIC SItE, IF SITE CONDITIONS CAUSC INStAILATON TO DEVIATE FROM THE RFQUIREMENIS DETAILED 2 � c Y ACTNE =
<br />HEREIN, A LICENSED ENGINEER OR ARCHRECT $HAIL PflEPAPE SITE SPECIFIC OUCUMENT$ FUR USE WIl'H IRIS � � 4 5 • ACTIVE � F � 0a • .V
<br />DOCUMENT. o O_
<br />� ,., x '�
<br />O Y / � /
<br />a. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN 4Rf A$ RfgIIIRING IMDACL g
<br />RESISTANCE. �
<br />S. 6 PANEL DOOR SHOWN FOP II LUSTRATION PIlRDOSES. ADDITIONAL PANFI f.ONfIC,UAATONS AND FLUSH
<br />DOORS ARE gDALII ItU.
<br />6. NOTE: AICU H-49/ SILT MEET$ WATER INFILTRATION AT WATER 1FSt PRESSURE (WtP) OF 9.75 PST. • s n R • S d ! g
<br />REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUIHUNITY HAVING IURiSDiCT10N RCQUIRES 1IJA1 • / . a d
<br />q TYP, ELEVATION 1 TYP. ELEVATION 2
<br />VRODU(T MEETS TNT$ Rf UIREMENT, PRODUCT SHALT BC USCD WHEN INSTAIIfD AT I OCATION PRDTFLTEU tlY I ralo en
<br />OVERHANG SUCH THAT OVERHANG 1011)RAtic7.ON LENGTH -OH HEIGHT 1521.0 1 ,., f�<-ooaHm,,.
<br />NOTE:
<br />ODORS SHOWN ABf7VF MAY BE LEFT
<br />ORRIGMTHANDOPFRATINGDWRS.
<br />____ -
<br />rAR1E OF CONTEFITS
<br />SNEFT R REVISION SHEET DESCRIPTION
<br />u D ENE AL NOTES
<br />1 a TYPICAINFVA'ru7N5,DESIGNPRESSRCS,AfJG R
<br />_—_—
<br />2 A ttPICAI ANC)IOR LAYOUTS ANO NOTES
<br />_
<br />3 B OMIONAI.2%RUCK ANCHORING DFYAILS AND QUALIFIED SKIN PATTCRNS _ _ _
<br />MAx. OVERALL AIEAGN Pfli53URE IPSF)
<br />q A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE
<br />CONFIGURATION IMPACT
<br />5 A H(1RIZ(1NIAlASStMBUfS,GLn21NGVtIAIL INSWING OUTSWING pATING
<br />6 A WOOD SUBSTPATES WIDTH HEIGHT POs KEG. POS NEG
<br />7 4 A CONCRETE SUBSTRATES % 1' U` G•-tl" 65' ES 65' 65 HON-IMPACT
<br />e a _ WMPUNENTS&BILL OF MA7CRIALS X 3'�0` R'-0" SO• i0 50' S0 NON-IMPACt
<br />'iELG�N�RAL NO1L6, MEET t,tOR WATFRINFIITRATiONAPPxOVFU M(IS.
<br />.P _ ^
<br />y.e�rsann
<br />w..IN•u�ne+dl nd
<br />d:ro*.ee»
<br />]. SHIM AS RCgUIRFO AT EACH INSTAI.LAl1UN ANCHOR WITH LOAD BEARING SHIM(5). MA%IMUM ALLOWABLE
<br />SHIM STACK TO BE 1/41NCH. SHIM WHFRF SPACE DE 1/Iti INCH UR GREATER OCCURS. $HIM(5) SHAI I PF A
<br />NON -COMPRESSIBLE. COMPOSITE OR RFTfER.
<br />3. MINIMUM tMBCOMENt ANU tDG[DISTANrkFXC,IIIUF WALL. FINISHES, INCLUDING BUT NOTIIMI�ED TO
<br />STUCCO, FOAM, tlRlpc VkNEkR, AND SIDING
<br />4. INSTALIATION4NCHOR!,ANDASSOCIATLDHAPOWARCMUSTOkMAUtUfCORROSIONR�SISTANTMaIFN1Al
<br />OR HAVC A CORROSION RE5131 AN I COATING. AND SHALL Bk INSrAI I.ED IN ACCORDANCE WITH ANC110R
<br />MANUI ACTURFR'S INSTALIAIION INSiHl1('TIONS
<br />37 7/2" MA%.
<br />S FON MULIOW BLOCK AND GROUT FILLED BLOCK, DO NOl INSI AI L INSTAIIATION ANCHUN$ INTO MORTAR -
<br />J` rvP O.A. WIDTH
<br />IOINTS. EDGE DISTANCE IS MEASURED f MUM FREE EDGE OF el IKN OR EDGE OF MORFAR JOINT INTO GAGE CJ 3"TYP
<br />$HELL OF BLOCK.
<br />---- -
<br />G FON1%SfIIDCONSTRIi('ilON.4NCHORINGOFTHESEVN000CTSSHAII.BETHESAMkASFOR2%BUCK -� I
<br />GONCRRF/MASONRY CONS7 HUC PION.
<br />I ® e
<br />]. INSTALLAIIUN ANCHOR CAPACITIES FOR PRODlIRS HEREIN ARE DASFD ON SUHSIPATE NIATCPIALS WRIT THE �
<br />FOLLOWING PROP[R71FS: ___
<br />A,WOOD-MINIMUM SM.CIIIC (GRAVITY OFU.55.
<br />D CONCRETE MINIMUM COMPR(SSIVC St NENGIN Ur 3000 P51. io � LJ y
<br />ti ..
<br />C- GROU I-HLLED CMU�UNITSTRENGIH CONFORMS TO ASTM(:-9U WITH MINIMUM COMPHESSIV€STR[NGTH � _ r
<br />Of 2000 PSIAND GHOLIT[ONFORMS TO AS'fMf4]G, MIMMUM GNUl1I CUMPRFSSIVE STRENGTH OF 1D00 m'.� s
<br />PSI. � q � O
<br />D OF TOOUPSIOCK CMU-UNIT STRfNGTH[VNFCIRMS TU ASTM C-90 WITH MINIMUMCUMPRE511VF tiTR€NGTH �_� ® O
<br />4
<br />N. $fC SI IfCTS C, AND 7 FOR MUltt UtIAI150F THE INSTAU ATIDN NI gUIREMEN li, INCLUDING ANCHOR � 2 0 �' • �
<br />LOCATIONS,EDGC DI57ANCCS, EMBEDMENTti, 0.ND SHIM SPACING. � '�
<br />9. OPTIONAIIY, ANCHUPS CAN tlk VLACFOIN NARROW SECTION OT IICAD DR IAMB AS LONG AS MINIMUM /
<br />EMREDMENT AND EDGE DISTANCE 4Rf A(HIFVEU.
<br />.-_ _- -F
<br />ANCHOP TABLE ss
<br />- -
<br />-
<br />6'R"DOORS q'0"Doogs � �
<br />--"
<br />ANCHOR
<br />SVBSTRATE MIN. MIN. EDIiE
<br />ANCHOR TYPE SIZE MAK. O.G MA%. o.c. TYP.`ANCH_ OR LAYOUT
<br />EMBEDMENT DISTANCE ra•vPwanewv
<br />SPACING AT SPACING AT �--- �
<br />JAMBS IAMB$
<br />__.-. _- NOTE: �
<br />WUOU SCREW p10 )x wlJ00 BUCK ) �� � NO ANCHORS REQUIRED AT THE 51(L FOR SINGLE ODORS (%)ONLY.
<br />ON rRAMING 1%J- 3/4" 1]-1/J" I)�l/4'-
<br />-- --- _ -.
<br />ITW TAVCON 3/Iti" CONcgfrE/CMU I:/4' 1-1/Y' 11�3/t' IJ-TN
<br />__ �• ---
<br />_. �
<br />NUF �
<br />13/8"CUNL E
<br />RICO 11LTRACON 1/d" !On(PFTf/CMU 1�1/4' CM 1" Jl ln' 1]-3/4" I�•lA`CTIVE AND ACfIVF DOOR PANCL
<br />- U ORIEYTATIONIS INrERCHANGFAPIF.
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<br />SCREWS _
<br />l ••I x 2!/2" All DrjAIL OL Z2 23
<br />T�P-FTI��NE - -
<br />�FN SCREWS
<br />MUlil-POINT SHOOT BOLT
<br />- PIAikLUCgTION
<br />DETAIL B2 TRH PLATE SHDWNI
<br />TYP.HOPPF 0)
<br />MULTI -POINT IHDDT DOLT 1 GDTfDM SIKXH
<br />PLATE LOCATION euLr PLAIT ----
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<br />SILL SERION_ VIEW HEAD SECTION VIEW
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<br />DATf� 02.05.14
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<br />a�u..a.A,,:"
<br />HINOE SCHEWLE HINGE DETAIL Af JAMB:
<br />PLACE 99 X1-1/2'PM XREW NEXT TO WEATHERSTRIP
<br />Df10R HEIGHT QUANTITY
<br />6'�d" 3
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<br />PPFP.VIED BY:
<br />BUILDING DROPS, INC.
<br />u•I unau wxw nrn. a(m
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<br />HINGC SCIIFDUIE NINGF Dtl/Ul AI JAMB.
<br />�— -- PLACE 49X 1.12"P(H SCIILW NCXT TD WEATHERSTRIP
<br />UUUIt IICIGI IT QUANTITY
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<br />_ - - f REMARKS
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<br />TYP. ANCHORLAVOUT QUALIFIED SKIN PATTERNS
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<br />37 USE B/d' I.FNGTH FOR 6'-H' Df10RS
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<br />TYP. GROOVE DIMENSIONS
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