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18-19563
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18-19563
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Last modified
1/31/2019 10:53:08 AM
Creation date
1/31/2019 10:53:06 AM
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Building Department
Company Name
ZEPHYR HEIGHTS
Building Department - Doc Type
Permit
Permit #
18-19563
Building Department - Name
TOBEY,ALEXANDER
Address
39353 5TH AVE
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............... <br /> %A <br /> BILL OF MATERIALS MATERIAL 4.W-------------- <br /> UENI DESCRIPTION 0` <br /> WOOD tan) <br /> A I X BUCK JG 0.42) WOOD F-�7.Z <br /> l-, <br /> D I <br /> E X <br /> Sc <br /> p if BU <br /> CK C <br /> TO <br /> K <br /> A. <br /> X <br /> REM <br /> allC (C M. <br /> B 2X BUCK(G>=4.42) <br /> C 1/4!,MAX,SHIM SPACE <br /> D 1/ M 14 ITW CONCRETE SCREW STEEL <br /> 1144'A L-afff PFH ELCO OR ITW T M Zo <br /> MASONRY <br /> Y CONCRETE CONFORMING TO AU CONCRETE <br /> ASONRY-3,000 PSI MIN.CONC 0 .201� <br /> 0 0 0 CONFORMING TO ASTM C90 WOOD JAMB z 0 <br /> R HOLLOW BLOCK CO <br /> E 3010 STEEL <br /> F #10 X2-1/7'PFH 'OODSCREW(1.15"MIN.EMBEDMENT) 9 ro W. <br /> "X ISTEEL STEEL k UP) Rl W. <br /> G 3/16'X3-I/4'PFH ITWCONL;NtltW_KEW <br /> I if, ic* <br /> H 114'X 2-1/4'PFH EL CO 11 11 IN CONCRETE REM S(-Xtw STEEL .0 <br /> IjfCX3.3/4"PFHE QORIjVVl_;UNt_KtIrZt--KCVy 0z <br /> i L § <br /> K #8 X 3"PFH WOOL)SCREW EEL En <br /> M <br /> L 48 X 2-1_/T PFH WOOD SCREW <br /> j-T COURSE THREAD Di:;, �� SCREW STEEL <br /> p _VI 0 X 1-3/4"PFH WOOD SCREW TEEL <br /> I - FINGER JOINT PINE JAMB(U—UAL) OOD <br /> 2 INTEGRAL MULLION(ENDURA I-AlilUT-PINE-G>=0-42) WOOD 4,56'— Ujo <br /> FO OUISWING THRESHOLD <br /> 7 WEATHERSTRIP(ENDURA) LD "oii�)ESHOLD <br /> VINYL INSVMWNG l:HFfESHlULV 962.—Series)-S z ro <br /> C201 INSWING I <br /> 8 DOOR MSWEEP �'Ertdura—(Z-Sefies) L� <br /> q #8 X 31"PFH WOOD SCREW STEEL M 0 P, <br /> STEEL 2.1" SIDEUTE P :d" <br /> 10 #8 X I"PFH WOOD SCREW S16EUTE ADAPTER <br /> STEEL —I <br /> 11 4"X W'BUTT HINGE ADAPTER <br /> 4,56 <br /> STEEL ADAPTER <br /> 12 LATCHSTRIKE PLATE STEEL <br /> BOLT STRIKE PLATE <br /> 13 D (SECURITY) <br /> ALUM/COMP <br /> 20 INSWING THRESHOLD <br /> ADAPTER ALUM/COMP ——————— <br /> 21 INSWING THRESHOLD W/SIDEL111 ALUM/COMP 0 <br /> 22 OUTSWING THRESHOLD ALUM/COMP [V.5e 0! <br /> 23 OUTSWINGTHR HOLD W/slutilit ADAPTER 4.56' <br /> 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEEI FOR DETAILS HOLD wl SIDEUTE ADAPTER OUrSWING THRESHOLD wl SIDELBE ADAPTER G <br /> 8 r-75�p�SIDELrrE�FANEL-SEE SIDEI PANEL DETAIL 5f*±I t4JK DETAILS + 21 INSWING THRESHOLD 23 Endura(7-Sedes) U) <br /> ra <br /> z <br /> U) <br /> w <br /> ZE <br /> 2i z <br /> CONCRET:ANCHOR NOTES: <br /> 1.Concrete anchor locations at the comers may be adjusted to maintain the min, <br /> z <br /> edge distance to mortarlaints- <br /> 2.concrete anchorlocafforis noted as MAX.ON CENTER*must be adjusted to <br /> maintain the min.edge distance to morlar faints,additional concrete anchors 0z <br /> ensure the'MAX.ON CENTER"CUMOnslan are not exceeded. <br /> requrd 0 M=Ze ble: <br /> 3.C On h0rit0 <br /> RANC WE. 6115115 <br /> MIN-, APANl;.g,,* <br /> AS D <br /> � sma N.T.S. <br /> BETYPE SIZE E H <br /> ENO.BY.-ITW <br /> JK m <br /> B U I L E 3" <br /> TAP TAPCONe 1 am BY. LFS <br /> tt <br /> ELCO DRAWD91 NO.: <br /> 0 I/e 1-1/le FL-14094.1 <br /> ULTRACON <br /> SCREWWOOD INSTALLATION NOTES: SHEET <br /> 3 1.Maintain a _edgedala I'end distance,&I"o.c.spacing of <br /> minimum w-th I, nce <br /> screws to prevent .s"Iff.,.�o <br /> ad ad <br />
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