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2014-00410 - addn/remodel/repair
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2327 Olive Avenue - 17-117-23-44-0074
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2014-00410 - addn/remodel/repair
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Last modified
8/22/2023 3:45:10 PM
Creation date
4/18/2018 10:23:07 AM
Metadata
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x Address Old
House Number
2327
Street Name
Olive
Street Type
Avenue
Address
2327 Olive Avenue
Document Type
Permits/Inspections
PIN
1711723440074
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Updated
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PROVIDE ROOF AND FLOOR TRUSS <br /> -A— c%PEGIFICAT4a4S. <br /> ON-SITE <br /> u a € € a <br /> 7 <br /> 2'- <br /> 0 <br /> m <br /> TRUSSES PER MANUFACTURERS SPEC 24"O.G. EXTERIOR FINISH NOTES: <br /> R44 FIBERGLASS INSULATION LOWER WALL EXTERIOR FINISH TO BE STUCCO SIDING OVER METAL LATH,DOUBLE FELT z <br /> i <br /> 5/8"DRYWALL PAPER, 1/2 PLYWOOD/OSB. WINDOW&DOOR TRIM CEDAR. MATERIAL AND COLOR BY a__ OWNER. ai ' i UPPER WALL EXTERIOR FINISH TO BE CEDAR SHAKE OVER FELT PAPER,1/2 PLYWOOD/05BWINDOW&DOOR TRIM CEDAR or,rr .- . r,r, 1-,.,r r,r r,.,r, el r,r r r,r,r,r,r,1 ... ROOFING TO BE 50 YEAR ASPHALT OVER 3011 FELT,1/2 PLYWOOD/05B. <br /> �� ��� u I a 1 ��f(1 ^-p- e.� v v v v v v v V V J� <br /> FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN.1/2"PER FOOT OF RUN FOR 4'N. Z <br /> DOUBLE TOP PLATE <br /> azz, t <br /> - ' - 2@2X10 HEADER <br /> ALL HEADERS 2 @ 2 X 10 <br /> UNLESS NOTED OTHERWISE <br /> I <br /> dJ FLOOR FRAMING&TRUSS NOTES: <br /> FLOOR: 40 PSF LL. <br /> 10 <br /> CA 5 PSFPSF BOTTOMTOPCHORD CHORDDL.DL. <br /> dJ FLOOR 2 SHALL HAVE 16"FLOOR TRUSSES; BOTTOM FLOOR IS CONCRETE SLAB. <br /> CV 1/2"DRYWALL <br /> I 2 X 6 STUDS 16"O.G. SUB-FLOOR SHEATHING SHALL BE 3/4"T&G PLYWOOD/O58 <br /> (y !• <br /> 5.5"FIBERGLASS INSULATION(R19) <br /> 1/2"OSB SHEATHING TRUSSES SPACED AT 24.0"0/C. <br /> x WE FELT PAPER TRUSS DRAWING 15 FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED <br /> CE <br /> I' t ] �= CEDARARSHAKES &BRACED TO MANUFACTURERS DRAWINGS&SPECIFICATIONS. <br /> $^ �� 2 �° DEFLECTION MEETS L/480 LIVE AND L/360 TOTAL LOAD CO <br /> 1'-4" ' � o <br /> _ - — DOUBLE TOP PLATE FASTEN RATED SHEATHING TO ONE FACE OF THIS FRAME. f <br /> 1 m ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. <br /> CARPET - _j APPROVAL OF ENGINEERING CALCULATIONS. 0 <br /> - 3/4"T&G PLYWOOD _10, 2 @ 2 X 10 HEADER 0 <br /> 2 X 6 FLOOR JOISTS lb"0.G. 1 CARPET <br /> 3/4"T&G PLYWOOD ALL TRUSSES SHALL HAVE DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING <br /> 5/8"DRYWALL ! INSPECTION. <br /> 14"FLOOR TRUSSES 24"O.G.PER MANUFACTURERS SPEC -o z <br /> FIBERGLASS INSULATION TO CAPACITY <br /> 5/8"DRYWALL — ALL FLOOR TRUSSES SHALL CARRY MANUFACTURERS STAMP. CUN <br /> m = 1/2"DRYWALL o (/) <br /> 2X6STUDSlb"0.C. <br /> r _ 5.5"FIBERGLASS INSULATION(R19) 7 <br /> 0 <br /> o HARDWOOD ' s 1/2"PLYWOOD/058 SHEATHING w CO L <br /> 3/4"T&G PLYWOOD = DOUBLE 40*FELT PAPER <br /> 2 X b FLOOR JOISTS 1b"O.G. = METAL LATH rc N O <br /> STUCCO a <br /> 1 <br /> 2 X 6 JOISTS 16"O.G. 2x6 TREATED PLATE ill <br /> SILL SEAL <br /> 1 VI CAST-IN-PLACE ANCHOR BOLT <br /> V (13 <br /> GRADE MIN 4"CONCRETE WITH REBAR PER CODE CONCRETE CORE FILL _8"CMU FOUNDATION WALL <br /> COMPACTED SOIL CO �+ <br /> PSI COMPACTION AS REQ. J -2 <br /> REINFORCING STEEL AS REQUIRED 111 VERTICAL STEEL REINFORCING REBAR w o <br /> NEW FROST FOOTING 42"BELOW GRADE U <br /> AS REQUIRED IN GROUT FILLED CORE U <br /> o w <br /> TTT I o <br /> I <br /> 8X16 CONCRETE FOOTING <br /> EXISTING FOUNDATION TO REMAIN <br /> DATE: <br /> I 5/14/2014 <br /> SCALE: <br /> 1/4" = 1' <br /> SHEET: <br /> . Elevation 2 <br /> 070/V-00S/0 .11 Z3 ay , / A-2 <br /> 4 <br />
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