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COPYRIGHT NOTICE:
<br /> mwo55sese a mawwsw xwoi
<br /> mmrtawsrwsunwsoexwarso anm.rmasinWs e
<br /> omw swrtms w oars woe,msn wo xxew ux wcw
<br /> axmm�a
<br /> PROJECT NO.: XXxX
<br /> DRAWN BY: JEM
<br /> CHECKED BY: JEM
<br /> r y ---- — ----------------------- PLAN DATE: 03.28.2011
<br /> j(`:'::. "`:. .. �• ..., •�_•—•——•y �.� ...�•,, '�! DWG.SCALE: 114"m T-17
<br /> ......::•::...........1:.r.::::::::.::::. :::::.:.:::. :::. . ::.::::::. ::::!
<br /> .:.:.::...::..:'.' I I REVISIONS
<br /> 1::•:•::•:•:': : :::::. .1.�.. .' . . .. . ..............................I 1 09212017
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<br /> ' T'8 1/2'
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<br /> I""""""I'i"'::''''::::':::::::::'I!' : P.T.ax4 Posr 10"m SONOTUBE ON CONCRETE-ENCASED ELECTRODE
<br /> ° : !r.:.r.::.::..........:.. ! 24'X24'xl0"FT6. (LIFER GROUND
<br /> ::::::... �.::::.........:..:'. :.:......'.::.':.:...r. I c a4'a®5.6"OL.(4 MIND )REQUIRED
<br /> .. J 7
<br /> ...............
<br /> ® ------ -- -- ••• ---� WETSET Fr6>to2 PER NEC 250.50
<br /> �.. __ _______ ILL_.....__ ._—_':::'.'::::::.':
<br /> ® r ---------------�I' } (INSPECTED AT FOOTINGS)
<br /> I SIM. INFILL FLOOR FRAMING —I
<br /> 1 10 AFTER FIRE PLACE REMOVAL Pi J 1 it 1 O
<br /> D Ili, A Benchmark Is Re 4
<br /> li I a, n Si
<br /> To Verily APProved Building neit8ht
<br /> I rI , I _
<br /> -715
<br /> COMPACTED BACKFILL 1 1 FV Roof trusses to be designed r T,
<br /> WITH CONCRETE PORCH SLABI 1 I,I I i and drawing prepared by
<br /> a State licensed structural
<br /> engineer.
<br /> 5 I CONTINUOUS,NERVFSTRAL 19 I Ill Z„I v�♦ .
<br /> D-I
<br /> WATERPROOFINO BETWEEN
<br /> 1.4. . Additional Permits Are RequiredT--�--�
<br /> CONCRETE PORCH AND ALL
<br /> d s Project To Include: r,
<br /> 51-10 I/7 r. I/2'
<br /> For This 8' 4'-4 1/2" 9'$" WOOD. _ _—_—_ _ 4 ❑ l./
<br /> Plumbing Sprinkler O
<br /> ❑ Mechanical ❑Fire Alarm �1 �
<br /> 1 P.T.2X5 J015TS 0 16"O.G.III P.T.2xb JOISTS®I6"O.0 I N ❑ Electrical
<br /> B EX15TNO FOOTINGS-VERIFY
<br /> ---r Z-------- ---------s --- q A$ T. CRAWL /PACE`I J ------- - Bb 5-4 N
<br /> ------
<br /> ------- I Tn NO WORK PERFFORMED U.N.O I COORDINATE FND.VENTS 1 ~� ;-4
<br /> -- Z—f—� I I PROVIDE 6 MIL VAPOR BARRIER ON GRADE li WITH DECK JOISTS FV I TYR DECK PIERS
<br /> I I 24'x24"xl0"FT6. sy 24°x24'xl0"FTb. I 1,1
<br /> m I I FT6602 �— --------- — ------- — I r I' ,,
<br /> 'x24"x10" I I IL
<br /> ————___—_ 1 I INSULATE FLOOR TO R-55 1 I,I i � I Z--IP,T.2xb L.ED6ER I ��-= LOCATE EXI5TIN6 SEPTIC TANK SERVICE
<br /> I 10 ACCESS
<br /> PANEL FOLJO, UR IDED SERVICE.VERIFY LI DIAMETER
<br /> I I I I AD�,&ISTVELOW BRACED D-I ij VL,, AND FRAME OPENING TO PROVIDE CLEARANCES
<br /> I EXIST.2x10 JdlOTS®lb"O.G.-VERIFY- I — FT6k02 — FOR UNOBSTR CTED ACCESS. \
<br /> I I I Iw 24"x24'xl0"FT&.
<br /> I I I
<br /> I I I 1 IIIP X icr_Q�_}yAL1 FOR 44's 0 50'oz.(4 MIN)
<br /> E%1ST.2x10 JOI5O 7-8 k34LMIN-CL5%1G5 ACCESS Ir r I
<br /> Cn
<br /> ;--4
<br /> P.T.2x10 LEDGER
<br /> I I I { II ADD JOI51 BELOW BRACED WALL ABOVE FV FOUNDATION VENTILATION
<br /> D-I r I I I 1 I'I w..eos.a..: ,an xr. _
<br /> I I I I r , oaaa,wwi,xa ,aasac„w= ,o»a+.x.,ra,
<br /> I I w.: ,.•.r ra,wsen vnn It is owrrcrs nsPonsihilhy Lo establish en0 sWe all
<br /> I 1 4'CONCRETE SLAB OVER pp` / w xaa nx= mass>i.,M nw n° am;i property lines.
<br /> 4"CRUSHED ROCK AND 2S /Y f-W
<br /> I I 666 05 BARS s 24'OC.E.W dd I LU52e or LU52e-2 o 030; II s__ ;;�;'"" x •; y yy
<br /> I� yLu� PROVIDE FURNACE I WL 2-AS50 CORNERS I +s +x•xr �so,.wma,wxs _ IF BUILDING IS NOT POSITIONED AS
<br /> PER PMECH.CONTRACTOR I 6 MIL V.5 ON GRADE rn xorxnxxsmewrxwxeer.wo wax orcwu„xs O
<br /> ,,,777SSt aT INDICATED ON APPROVED SITE PLAN, w
<br /> I I I Iry A NEW SITE PLAN SHALL BE SUBMIT- 4�
<br /> A I 1 SIM. I I SIM. rIT I TED.NO FURTHER INSPECTIONS WILL
<br /> q$ I I 3 I DL Lj.lpul.J I A-b REVISED SITE PLAN HAS BEEN APPROBE MADE ON THIS PROJECT UNTIL THE
<br /> V- 0
<br /> I I FOUNDATION VENTILATION D-1 I,I I ED BY THE BUII•DINGIFUBLIC WORKS a
<br /> II a ^w.x ,...,. I I III I h, •. ..Dams,....:.....:...•...,.-.,..,,
<br /> .xmx,.. ,a.r+wx,.nw. azaaae I,I r:qr..;:••;.:::,'. -:.... ..:ri: :: :,.q�"Q.
<br /> Award Winning Designs by
<br /> GRADING AM DRAINAGE,
<br /> Iff
<br /> EXISTING 6"FOUNDATION WALL IIIIII I �-
<br /> I WITH 12W,"TYP.FOOTING 1r M+, I I. Provisions shall be made fort a control and drainage of surface
<br /> L------------------"•— „�,,,x„,„,•M,�,�— w--„au N,••,�— ------------J L----_---- L ---__---_—� L"'J I� water around buildings by.guters,drain lines,inlets and catch
<br /> I V� ------ I,— — ---------------JI I basins or other necessary drait age structures and shall be installed
<br /> -- --------- ----------- ————————————— ——— —————— -- ______—� ——— ---�,----Po,---, -- of be obtained without their use or
<br /> PV FV where erosion cannot be prevented by finish grading and planting.
<br /> Dry wells shall not be installed in areas where the soil is not well
<br /> o-I drained and)or porous.
<br /> Grading shall be provided to insure:
<br /> aT-b (a)Diversion of water away from buildings.
<br /> (b)Prevention of standing water and soil saturation detrimental
<br /> to structures and lot use. Profasi dtil Si-1987
<br /> Design
<br /> PRESCRIPTIVE BRACED WALL M516N METHOD"C5-W5P"SEE SHIFT'BI FOUNDATION NOTES: (c)That natural drainage channels or basins are not blocked or JM�37 IOSd g&NE
<br /> filled. I4I37 IOSd,.Aoc.98034
<br /> rou/vATIO/i PLA/1 IC sk25-8ul1-7518
<br /> I. CONTRACTOR SMALL VERIFY ALL NOTES,DIMENSIONS a (d)Provisions for the disposal of water from a lot. 425-82I-75I8
<br /> CONDITIONS PRIOR TO CONSTRUCTION. Ie)Protection of adjoining property, jeffm;lla®ja,eomulengdesigp.com
<br /> SCALE /4"= I'-O" 2. PROVIDE SOLID SLOGGN6 OVER SUPPORTS. v v x.jmwnsul ingdes gncoan
<br /> 5. POSTS TO BE P.T.4x4 DP#2 a P.T.4xb DM 0 BEAM JOINl5,UNO.
<br /> 4. ALL FOOTINGS TO REST ON UNDISTURBED SOIL CONNECTION NOTES: FOUNDATION PLAN
<br /> S. ALL WOOD IN CONTACT WITH CONC.TO BE PRESSURE TREATED.
<br /> 6. SOFFIT,VENT a INSULATE CANTILEVERED AREAS. ALL CONNECTIONS OF J015T OR BEAM HAN6ERS,BOLTS OR NAILS
<br /> T. INSTALL 51MPSON FANG.TO WOOD HOLDOWNS 1-1/2"FROM CORNERS a WITH PRESSURE TREAT WOOD ARE TO BE A MINIMUM OF TRIPLE A 1
<br /> WINDOW ROUGH OPENIN65,ALSO BE MANUFACTURERS SFECS. ZING'ZMAX'(6185 PER ASTM A655)HOT DIP GALVANIZE(ASTM
<br /> 6. STEP FOUNDATION PER SITE CONDITIONS. A125 FOR CONNECTIONS AND A5TM 153 FOR FASTENERS AND CITY Y OF FVERET 1
<br /> 9. 1500 P.5.F.A55UMW SOIL BEARING CAPACITY 5HALL 5E VERIFIED IN FIELD. ANCHORS). REVIEWED FOR PERMIT
<br /> 10. 60 SHEET"CVR"FOR ADDITIONAL NOTES.
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