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FL ? FL16468 R12
<br />ford lcdtiur, Iyp, IAavf;Cr,
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<br />Appllo-fNon C,t:Ih IS PeOdIrI FP,(-. Appr, rll
<br />PXFVAkIU5Y.
<br />:, ir. menrS
<br />INSTALLATION No! ES.
<br />CC
<br />�I TEIIV er1 1
<br />JE� ► Y �1 \A
<br />BUILDING DROP5, INC.
<br />1. ONF C) INSTALLATION ANCFIOR IS RI:QUIHLU AI EACI I ANCHOR LOCA [ION SHOWN.
<br />N.
<br />rX[PANFr. Rv.
<br />N-O JUC( f.1aDUNr Tr rry J[L D-WEIv
<br />TVINDC)WS & DTO0R5
<br />^yxl p.NAn„:`rx 45vp. s,I IM
<br />•^ •w.
<br />n.uervn
<br />SHIM AS RUCOIRM AT EACH INSTAI CATION ANCHOR WITH LOAD FI!'ARING SHIM(S)_ MAXIMUM ALLUWAOLE
<br />SI LIM STACK TO RE 1/41NC'H SHIM WHERE SPACF OF 1/161NCH OR GREATER OCCURS. SHIMS) SHAH BF A
<br />BI�I,. NN DROPS, IN•C,
<br />'^ 1^^^)'^
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<br />NUN �L'OMPRLSSIBLF CDMP(151TF OR 8111 LA.
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<br />,,d, tF��/phrina/LLGr 11 7,7 I aF F'pnrl Dtdd
<br />I:1,JrH;,u1 F�nS, oP e7��1
<br />DESIGN PRO /SMOOTH PRO STUDIO
<br />3. MINIMUM FMBLDMI.NT AND EDGF DISTANCF EXCLUDE WALL. FINISI ICS, INCL LIUING BUT NOT I IRA-. TO
<br />STUCCO, FOAM. BRICK VI:NF.ER, AND SIDING
<br />Nu1neENI1
<br />O
<br />( )
<br />ttcllLI]61d 1tit'f1. mm
<br />NON -IMPACT
<br />z�
<br />H '�n4,�
<br />4. INSIALLATION ANCHORSAND ASSOCIATLDIIARDWARE MUST Or MADE OFCORKUSIUN R LSI:TAINTMAfLRIAI
<br />CIAHAVI. A CORROSION AT S11 I AN 7(LULING. AND SHAI,I,. BE INS IAl LED IN ACCORDANCE WITH ANCHOR
<br />O
<br />4iyr wHl E? �Tcl 1 Id-wP
<br />ftiE.ILISIIRLi-WtM'.i.i,T
<br />37 1 /a" MAX�
<br />FOR USE /N THE HIGH VELOCITY HURRICANE ZONE (HVHZ) - O.A. WIDTH
<br />=G
<br />° w z
<br />rA�
<br />;'
<br />=�
<br />•6
<br />MANUI AC f URI N'S INSI ALLA I PUN INSTRk NT IONS.
<br />_.171/2" MAX.
<br />37 1/2" MAx.
<br />Q tl,.
<br />4l ✓� tL I6
<br />d 3
<br />S. FOkHOLLOW BLOCK AND GROUT FILLED BLOCK, DONOT INSTALL INSTALLATION ANC14ORSINTO MORTAR 3"ryp O.A. WIDTH
<br />JOINTS EDGF DIS'rAN(F 15 MEASUREO FROM FREE EDGE OF 61 OCK OR EDGE W MORFAR JOINT INTO FACE
<br />s11Eu DF Rtock. Cz a 3^Trr.
<br />O O
<br />rt Z
<br />4\
<br />g -
<br />Tc-,•Fro al ReprEg;cr- lrWe )ELD WFIV Cxp rate CllstiX'nar service
<br />_ G.n. IDTI•
<br />GENERAL NOT ES:
<br />sa
<br />�� Z z
<br />LAI
<br />.
<br />--
<br />C. FDR 2X 51 UD CONSTRUCT ION. ANCHORING OF THESE PROOLICTS SHAI L BE rUt SAML AS FOR jX BUCK FZ
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<br />Adir _/hone/LrnIBII i/9r' I •i.l pnrtFSIM
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<br />Klnrrhtl'f7lls C1N. `_J /�I11
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<br />1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITII TI IE WF RENI FLURIDA
<br />BUILDING CDOC(FGCL INCLUDING HVH(AND HAS 6EEN EVAIUATFUACCURU1NG lU THE FOLLCEWIPI G: ::.._
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<br />W=
<br />I e
<br />I.INSTALLATION ANCHOR CAPACITIES TCTR PRODUCTS HEREIN ARC RASEDONSUBS1NATt MATCRIALSWRH THE
<br />FOLLOWING PROPERTIES:
<br />CIS
<br />z� O
<br />¢ O
<br />CV (XIICY IIVI yaE_IIL' it lr_IaJ-W'111i,III
<br />".� It} re RF•t4ecFTIY iti t•e
<br />° IRS 2D2.94
<br />) _3
<br />S-
<br />W VI
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<br />A. WOOD- MINIMUM SPECK ICGRAVITYOF055. H
<br />n CDNC.REIt-MINIMUM COMPRESSIVE
<br />4
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<br />Z.
<br />r1S=.IYP
<br />!Idd s`./Phone/[mall
<br />2. ADEQUACY OF THE FXISTING STRUCTURAL CONCRETE/MASONRY UN 2X FHAMING A$ A MAIN WINO FORCE ` � 5
<br />RESISTING SYS ILIA CAPABLE OF WITHSTANDING AND TRANSFr RRING APPLIED PRODUCT LOADS 10 THE i a'n '� 4 O
<br />OF N lP i
<br />4
<br />O_
<br />J
<br />$(NEN6TH UI 31100 P51. � D
<br />C. UROUr-FIT. LED CMU- UNITSTRENGTH CONFORMSTOASTM C- V InI MINIMUM(OMPKESSIVE STRENGTH
<br />OF 2000 F'S1 AND GgOU I CONFORMS TO AS f 476, MINIMUM
<br />WO O
<br />�
<br />E-`�- 1 y F;:I I_A [�. JI �.
<br />FOUNDATION 15 THE ALWONSWILITY Or THE ENGINEER OR ARCHITECT OF ACCORD FOR THE PROJECT
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<br />INSTALLATION. .�' N Y 3 O m ., 5
<br />L5J
<br />GHOUL COMPRESSIVE STRENGTH OF 2000 m Q -
<br />PST.
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<br />D HOLLOW RIOCKCMU-l1NIT57RF.NG'IH O O
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<br />-ut-,atp.yry `,wiT iffl F:'.tHlrlr f rAcir AsgemhTFF.
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<br />.f 'IHEINSFALLATION DFTAIISOFSCRIBF.D HEREINARf uENERIC ANCr MAYNOT RFfIFCT ACTUAL(DNDITIDNSFDR m~� V Z
<br />`• s j) S z < ACTNE z
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<br />d.
<br />CONFORMS TO A51'MC-'JU WITII MINIMUMCUMYNFSSIVF STRENGTH _Z yQ,
<br />OF 1000 P51. l'),. V 9 TJ
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<br />A 5PFCIFICSITE. IF SITE CONUIIIONS CAUSI INSIAITArION TO DEVIATE FROM IHF HFQUIREMEMS DETAILED
<br />HERLIN, A LICENSED ENGINEER On AROIOECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FUR USt WI IH I HIS -'s = = ® ACTIVE i 3` !
<br />A
<br />K' -g �' z 5 `� O
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<br /><
<br />A SCE $HCL-TS G AND 7 hOP MORE. DEI Al15 Oh tllf INSTAl1ATI0N IIh UUInEMFN 15, INCLUDING ANCHOR `3" O e
<br />LOCATIONS, COG[ DISTANclS, EM6fDMENTS, AND SHIM SPACING.
<br />LL
<br />F.
<br />ftEMPHkS
<br />BY
<br />DATE
<br />l.rp'Tpl tl'li_n Nli+thr�d FVOIUatlor, R;port tr1M a Flx'Id.1 PaglSteY,�1 F,riJ'IiYei'.t Vf i I Irkrn :6d
<br />TCOCUM F.NT. > O S p -
<br />O? i /
<br />/
<br />Xa4na ^III, Snukl-PelntLcrk
<br />GI
<br />/t9; I4
<br />REMARKS
<br />By
<br />DATE
<br />FIiA'Ii f,3 PrnreS';lOnill EI III IEiS
<br />-
<br />4. APPROVED IMPACT PROTCC:,IVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT z /
<br />d
<br />9, 0111ONALLY, ANCHORS CAN BE PLACED IN NARROWSLCTION OF HEADORJAMD AS LONG AS MINIMUM
<br />E f EN ANUFbGF DISTANCEARt ACHIEVED,
<br />Es/iN
<br />I
<br />LV51U3tIon Report- I a-dccf-y Received
<br />RE51S I ANCI- f
<br />CONFIGURATIONS AND FLUSH--
<br />F-'Crldn FngIrC,,r r C Tltact ka-re whG Hermes F. 'bre-c, P.E.
<br />5, 6-PANEL DOOR SHOWN FOR ILLUSIRAdON PURPOSES. ADDIUC)NA1 PANEL
<br />DOORS ARE QUALIFIED.
<br />ANCHORTABLE
<br />F'I.r._Ia LJ C'_r1Y_ PC-7J7/?{
<br />H497 RA MEETS WATER IIf All R. i AT WATER IAVI PRESSURE (WIN) OF AFj P$F.x'I'vu
<br />6, NOTE: AE -SILLS
<br />REMgIi II xG SILTS NOT RATED FON WgTEN.', L-�nA'Ili)N. IF AIITFIONITY r1AVING JURi501C rION RCOUIRfi THAT 1 4 � ° ! 4 _ a A
<br />.wwmmx
<br />ne
<br />. .' xMF
<br />-
<br />Will" DOORS 80'WORS Al A2
<br />B i;a N,
<br />Q-1it As1j C,-elltlt I'JJLIx,uIFkTeJ1Ld(I'_R1dindMraII1JICITICrllL1S)iI.I.1(.:
<br />Y V J
<br />PRODUCT MEETSTHISRFQUINF,MENT,PRUUUCISKALLBEUSLOW11ENINSTALUDAILOCATION PROTECIEDBY TYP,ELEVATION I TYP.ELEVATION2_
<br />5
<br />OVERHANG SUCH THAT OVERHANG (UH)RATIO =OH LENCsIH -UH NEIGH 115Il1.0 m'n,-Fwr a'ooaxmr*
<br />1/�
<br />♦ S S N /
<br />`- -
<br />ANCHOR TYPE ANCHOR SUBSTRA FE MIN. MIN. I TYP. ANCHOR LAYOUT
<br />SIZE EMBEDMENT OISTAI7CE MAX. O.C. NW. D.C.
<br />—1itV A5SI„F-Yl F f 'r10.1, ['HJ IC'3L On DaTE' 11/J1/'(J1t
<br />V.JII 1JLwl eV Lod—E -WdHI
<br />IJ �1� H' - VI_xJ
<br />V�I'JtllJC rl I , kl'.;t H7r
<br />---
<br />NOTE.
<br />DOORS SHOWN ABOVE IAAY BE LEFT
<br />��' P., U %
<br />•• �'i
<br />Z• V\�/� 1 C) i
<br />'N 7 ❑
<br />r1'SY/
<br />- <
<br />SPACING AT SPACING AT
<br />MARS JAMBS
<br />-__ ._ _ _.. .. — ___.. NUIE.
<br />..
<br />JX WOOD BUCK NO ANCHORS NEUUIREO AT THE SILL FOR SINGI F DOORS (X)ONLY .
<br />WOO() SCRFW p10 11/]" 3M' 17.1/)" 11-1/4'
<br />E/CMU -ll
<br />S♦SSY F
<br />♦ \�� 0 r�
<br />S♦♦ Q- ••' •1'i
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<br />�.Z: ,454 j.P
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<br />E�H*I h'' Try ICI I�nre R IT, IT, F1, I:a_l.L-1T 7W -:I11 i 11
<br />OR RIGHT HAND OPFRAI'ING DOORS.
<br />•.^61F•.�.71Y Cu
<br />(
<br />IIW IAV(:UN 3/16" CONCRETOR
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<br />--- __
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<br />HcnuLIl(ncON 1/4" r 1:1/A'['i+Nc CTNC AND ACTIVEOOH4NlL�IK
<br />- .. �-- --^`. �HA
<br />1 1/ T/T 17 1/4"
<br />Y, AI, D
<br />`,
<br />(M„MMF;� �S
<br />�TF/CML'
<br />:S INTERCIIANGFAPLE
<br />It/A^_cMu ..
<br />_ _
<br />-----'---'__-
<br />�S ,•` •"' GN2 '`�
<br />/�'N'�l";�Xk`♦
<br />F/."J Fox• 1,+. 1 Y_11 1--+- 1 :Vi Ili fFrY (r,t tit��i I'1 �aI 11
<br />Y4,�Ii
<br />_IifiNl".
<br />_
<br />/ lU" 4N/N'ENTATION
<br />IrW lAl'CON f lfi" CUNCIIETE/CM II 11/A" 9'•
<br />TAandal'Fl
<br />TABLE OE CONTENTS
<br />- - _.�/_
<br />F.II.I V.YIH ..nfGT-„ilrt�ay-nia-dF
<br />C.rtlred BY Flcrl7a Llcen.ej F"ct~rsslunal Erlgln�I I Ar. 1.-,t
<br />F11-11-_I�.I,'_Fr�;ll:'_.A:,II',1r.;4 FIT111 .��'I,.;' I't h•':---. '111--(i^-
<br />-Ij�Y
<br />SHEET 14EVISON SHEET DESCRIPTION
<br />___. _._._... ...
<br />1 A TYPICAL rI f'011GNS, DESIGN PRESSURES, AND GENERAL NOI E$
<br />__. . _— - - -.•_
<br />2 A FyPXAI ANCHOR I MONTS AND NOTES
<br />3 B OPTIONAL. J.XE I/ ANCHORING DFTAII SAND QUALIFIED SKIN PATTCRNS --- --------------- -' -- -
<br />Nj
<br />nsx7 7 PfH
<br />SL-
<br />i � DFTAII UI
<br />ur HH Ir QTIi CzYz3�
<br />_ MULTI POINT SHOOT ROIL
<br />DAI k: 02.05.14
<br />_.
<br />DWG, Y' CCH•K y/Y
<br />DaTI: 02.05.14
<br />DWIi.
<br />` C- +TIT n t (:',rJi
<br />MAX. OVERACT DESIGN PRESSURE(PSFI
<br />4 A VERTICAL ASSEMBLIES NOMINAL SIZE MISSILE
<br />GL JM SS/MSS
<br />-- - --
<br />PIATF LOCATION 1-
<br />Y' CHK r
<br />GL JM 55 MSS
<br />----"-' --------'-' G CONFIGURATION - IMPACT
<br />5 A HUKIZVN IALAS'IEMBLILS_GLnLIN(x UtlNl INSWING
<br />RATING
<br />SCALE', NTS
<br />- --
<br />LI IAILH2 (Rl1 PLATE SHOWN)
<br />IYP.)..PPf----'r-1 D2 -'
<br />SCALE. NTS
<br />-OUTSWING
<br />T
<br />6 A WOOD �UBSTPATFS POS. NEG. POS. NEG
<br />-
<br />DwG a: A010861A
<br />IK)R •Hrl()T
<br />MULH POIN I SHUDT ROIT MILT —..�,
<br />1'TATC LOCATION IIDPPI.
<br />-1
<br />DWG,. A010861A
<br />SHEEI: OFB
<br />^
<br />SII[ET: OFBgFIF%oval
<br />LIDIHNEIGH
<br />CONCREIESUBSTRATES X G A 6Y 65 65' 6S NON -IMPACT
<br />A CDMPONfNI . a RILL OF MATERIALS X a D' SIT SU so so NON IMPan
<br />�
<br />rt)INn')117A
<br />A IL SECTION VIEW O HEAD SECTION VIEW
<br />—
<br />Mc•Lh:_d N1etI1L'J 1 UpL1ur I CE
<br />'SLLGLNLRALNOTE 6, SHEET 1.fOR WATER INfILTRRIIONAPPPOVE051LL5.
<br />1
<br />U_Ito `_u �r IIILtr_*J IU/U-/-'C17
<br />Fate Validated 1'-??_'!'C17
<br />Date Per-drlq FEC A�Tov.il 17/C21tC17
<br />41/1"IYP. 41/2"TYP
<br />PRl VAPI R bY:
<br />U IN DROPS, IBC
<br />mew^xn.u'ew.,.A.ue
<br />+x ,9Nllnr.4
<br />aI"wr^ .•.
<br />HINGE SCHFUVLE HINGE DEIAh At JAMB:
<br />_ ELATE 49%2-1/2'PM XREW NEXT TO WEATINERRRIP
<br />DOOR tIC+GN7 Q114HTIlY
<br />-
<br />3 �+ , .,,
<br />B•-0" d
<br />.. ___
<br />PREPARED BYJ/\�
<br />. l�
<br />U
<br />BUILDIN( UHOPS, INC.
<br />RiaVx
<br />kx4
<br />HINGE SCIIEOl1L€ HINGE UCTNIAT I,',.MD
<br />. - - PL4CE lD X 2-1 2" I'I H SCREW NEXTTO WFgTHENS"r HIP
<br />DOOR FIEIGHT QUANTITY
<br />fi'H" R •."' .'
<br />- -'- \
<br />__ 80 4
<br />PNYPANFD BY.
<br />U
<br />BUILDING DROPS, INC.
<br />,re r.pu.w Area euL.nr Fv
<br />BfKA
<br />°o 1 .
<br />f^-1+
<br />wl
<br />1 1/2" OFFSET
<br />1
<br />1 m SL730 SL130, LEFT 9L130, RIGHT 51230, e'O" SL130, B'0"
<br />tk,
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<br />.\` \ INIENIDF INITMOI
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<br />/ \ FLATHEAD WOOD SCNEW
<br />/ \\- --_ --_� -3-a9X3/4"PHILLIPS
<br />C� i
<br />ti � 1-rr4X 712"Ph'
<br />,i -�\ 11ArHtAD WOOD SCREW g?
<br />j _�. \, OZ
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<br />�'1 _��
<br />� FLATHEAD WOOD SCREWS
<br />EXrERIOR CxiFAION \N
<br />�4 99 PNILLII'SIA'fHCAD WOOD SCREWS
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<br />`r Z N z'
<br />5 O Wa
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<br />4
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<br />1? USE 1/4" LENGTH
<br />USE 1' LENGTH
<br />a
<br />a
<br />HH
<br />;.
<br />\--4. u9PHILUI'NF[ArlILADW000SC'REWS
<br />11 USE 3/4" LFNGTH FOR 6'-9" DOORS Q
<br />ca
<br />Lam:
<br />F
<br />F
<br />TOP 8'-0" [pGRS
<br />GRS
<br />LOCK
<br />Z
<br />USE 1" LENGTH FOR 6'-O" DOORS
<br />ca
<br />(;]'
<br />_
<br />J JAMB _ HINGE JAMB _
<br />C5 OUISWINGSIOWN-INSWING SI M(lAR OUT$WING SHOWN - INSWING SIMILAR
<br />r;
<br />1
<br />LOCK JAMB 3 HINGE JAMB
<br />{ OUTSWINGSHOWN
<br />�5
<br />REMARKS
<br />6V
<br />UATf
<br />— SL120, LEFT SL220, RIGN7 SL300, LEFF SL300, RIGHT $LG00
<br />INSWINGSIMILAR OLRSWINGSHOWN-INSWING SIMILAR
<br />5
<br />BY
<br />DATE
<br />'7Y}s,��
<br />ES�TYP. ANCHOR LAYOUT QUALIFIED SKIN PATTERNS
<br />�D"IIVWA4 W'GM 41NgrRIMDCXNY
<br />AmApA iKI, .XmvN
<br />-
<br />HrL4
<br />RFMARKS
<br />RFMARKS
<br />A 4°�xr�rlxa9Hn.4rtaio
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<br />V/7,;1
<br />--�.BII,MxIn-YNpIIwJ
<br />r:�
<br />fi/19/:4
<br />_
<br />RY
<br />RATE
<br />ADA,IC MUUr PFI,l
<br />---
<br />RL
<br />- )Nll4
<br />-
<br />.25UA:.DIP --
<br />DIl, .UHT
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<br />5-R9X1 RJq"PtH 1.1-XB%73/tl"PFH (�»"UNIISI
<br />-S-N9X 212'PFH W/HART) ART. 3 .;,FA_ tH
<br />/ SS- Otl % ] 3,'A' PFH t6'-0" UNITS)
<br />6'-9"8 A'-0-UNITS W/'SINIKF HAADWAPE
<br />WJ STRIKE HARD WANt ( I COMES W'HARDW'APC
<br />1 MPL STR{KC PLATE.
<br />4MPl5l HIKt !'lATCS lxxuu..�
<br />4-pA %1 R/A"PFH
<br />WJ
<br />9 � N9 X ] 3/4° prli t R - NA)( 1 RJa" PER j6'a" UNITS)
<br />1/1112"PFH
<br />S-ns X21/2"PFH W/HAROWARL 15-a8X13/tl"PFH (R'-0"UNITS)
<br />SI'i11:E HAROWARC 7 W/$iRIKE HARDWARE
<br />6'-8"&8'-0"UNITS) COMES W,J HARDWARE
<br />1-MET STRIKE PI ATE
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<br />^xo,w"xmm,m'remul"wx.e.nrwl
<br />•'^ .Inxw nu,
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<br />yCpalm<-+Mwxouuxe�x
<br />WS
<br />11/d"MIN.EMnLU IYP
<br />1
<br />.L"I"
<br />_ 4
<br />-
<br />21 .� 1-RUNFORCEMENTPLATE /m
<br />NICETY a7S12?96
<br />x ^Av�pP a)'ner
<br />usrv. Exorrc w^xi
<br />n♦SS
<br />`A-N]PL SfRIKC PIA'Irs
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<br />�'- 21 _ --
<br />_ A4
<br />Y /
<br />♦SS F l
<br />I- f TYP. GROOVE DIMENSIONS
<br />t' �SLt TABLE f
<br />5`----f-.. •.:. h,P I
<br />%,1xEsNUNPORLFMFNTPIAIE
<br />FryV�� F
<br />`.r�.'V1�'ICL' SO
<br />N 73
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