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2805 N Olive Ln - Plan
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2805 N Olive Ln - Plan
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Last modified
6/5/2025 7:33:02 AM
Creation date
6/5/2025 7:32:50 AM
Metadata
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Template:
Plan
Permit Number
101119827
Full Address
2805 N Olive Ln
Freehand
ID:
1
Creator:
Import Agent
Created:
6/5/2025 7:32 AM
Modified:
6/4/2025 2:33 PM
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NE <br />W <br /> 4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />. <br />VAULTED CEILING <br />(E)POST <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br />EX <br />I <br />S <br />T <br />I <br />N <br />G <br />NEW SKYLIGHT <br />PROJECTION <br />(E)ATTIC <br />ACCESS <br />(E <br />) <br />R <br />I <br />D <br />G <br />E <br />NE <br />W <br /> <br />R <br />I <br />D <br />G <br />E <br />(E) BEAM <br />TO REMAIN <br />NEW <br /> <br />K <br />I <br />N <br />G <br />POS <br />T <br /> <br />A <br />B <br />O <br />V <br />E <br />(E)HDR <br />(E)HDR <br />(E)HDR <br />(E <br />) <br />H <br />D <br />R <br />(E)HDR <br />(E)HDR <br />(E)HDR <br />(E)HDR(E)HDR(E)HDR <br />(E)HDR <br />(E <br />) <br />H <br />D <br />R <br />(E <br />) <br />H <br />D <br />R <br />(E <br />) <br />H <br />D <br />R <br />(E)HDR <br />(E <br />) <br />H <br />D <br />R <br />(E <br />) <br />H <br />D <br />R <br />NEW 4x8 HDR.NEW <br />4x6 HDR. <br />NEW 4x6 HDR.NEW 4x8 HDR. <br />NE <br />W <br /> <br />4 <br />x <br />8 <br /> <br />H <br />D <br />R <br />. <br />NE <br />W <br /> <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />. <br />NEW 4x6 HDR. <br />(E <br />) <br />R <br />I <br />D <br />G <br />E <br />(E) 2x6 R.R's @ 24" O.C. <br />(E) 2x6 R.R's @ 24" O.C. <br />NEW ROOF CRICKET <br />(2% MIN. SLOPE) <br />(E) 2x4 C.J's <br />@ 16" O.C. <br />(E) 2x6 C.J's @ 16" O.C. <br />(E) 2x6 C.J's @ 16" O.C. <br />(E) 2x6 R.R's @ 24" O.C. <br />(E) 2x6 R.R's @ 24" O.C. <br />(E) 2x6 R.R's @ 24" O.C. <br />(E) 2x6 R.R's @ 24" O.C. <br />NE <br />W <br /> <br />4 <br />x <br />8 <br /> <br />H <br />D <br />R <br />. <br />NEW 2x6 R.R's @ 16" O.C. <br />NEW 2x8 R.R's @ 16" O.C. <br />NEW 2x8 R.R's @ 16" O.C. <br />NEW 2x8 R.R's @ 16" O.C. <br />NEW <br /> <br />4 <br />x <br />8 <br />POS <br />T <br />NE <br />W <br /> <br />M <br />S <br />T <br /> <br />3 <br />7 <br />NE <br />W <br /> <br />M <br />S <br />T <br /> <br />3 <br />7 <br />NE <br />W <br />MS <br />T <br /> <br />3 <br />7 <br />NEW 2x8 C.J's @ 16" O.C. <br />NEW 2x8 C.J's @ 16" O.C. <br />NEW 2x8 C.J's @ 16" O.C. <br />NEW 2x8 R.R's @ 16" O.C. <br />PROPOSED FRAMING PLAN1 <br />SCALE: 1/4" = 1'-0" <br />1 <br />SD-2 <br />SD-2 <br />2 <br />SD-2 <br />2 <br />3 <br />SD-2 <br />NE <br />W <br /> <br />R <br />I <br />D <br />G <br />E <br />NEW 4x8 <br />POST <br />4 <br />SD-2 <br />6 <br />SD-2 <br />SD-2 <br />6 <br />SD-2 <br />NEW 7x11.875 PSL 2.2E BEAM <br />(E <br />) <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />R <br />D <br />. <br />(E) 2x6 C.J's @ 16" O.C. <br />(E) 2x6 C.J's @ 16" O.C. <br />SD-2 <br />NEW <br /> <br />4 <br />x <br />8 <br />POS <br />T <br />8 <br />SD-2 <br />A <br />A-4.1 <br />B <br />A-4.1 <br />4x4 <br /> <br />P <br />O <br />S <br />T <br /> <br />W <br />/ <br />HDU <br />2-SD <br />S <br />2 <br />. <br />5 <br />L= <br />1 <br />1 <br />' <br />- <br />5 <br />" <br />2 <br />L=4'-10" <br />2 <br />L=7'-3" <br />2 <br />L= <br />6 <br />' <br />- <br />0 <br />" <br />3L=4'-9" <br />2 <br />L=3'-6" <br />2 <br />L= <br />7 <br />' <br />- <br />0 <br />" <br />2 <br />1 <br />SD-2 <br />SD-2 <br />2 <br />NEW 2x8 C.J's @ 16" O.C. <br />9 <br />SD-2 <br />10 <br />SD-2 <br />11 <br />SD-2 <br />1 2 3 <br />A <br />B <br />VA <br />U <br />L <br />T <br />E <br />D <br />CE <br />I <br />L <br />I <br />N <br />G <br />CE <br />I <br />L <br />I <br />N <br />G <br />HT <br />. <br /> <br />8 <br />' <br />- <br />0 <br />" <br />NE <br />W <br /> <br />7 <br />x <br />1 <br />1 <br />. <br />2 <br />5 <br /> <br />P <br />S <br />L <br /> <br />2 <br />. <br />2 <br />E <br /> <br />B <br />E <br />A <br />M <br />NEW 7x11.25 PSL 2.2E BEAM <br />NEW <br /> <br />4 <br />x <br />8 <br />POS <br />T <br />SD-2 <br />7A <br />8B <br />8B <br />5A <br />SD-2 <br />NEW <br /> <br />M <br />S <br />T <br /> <br />4 <br />8 <br />MET <br />A <br />L <br /> <br />S <br />T <br />R <br />A <br />P <br />5A <br />SD-2 <br />NEW <br /> <br />M <br />S <br />T <br /> <br />4 <br />8 <br />MET <br />A <br />L <br /> <br />S <br />T <br />R <br />A <br />P <br />NEW FLOOR JOISTS /CEILING JOISTS <br />NEW ROOF RAFTERS/TRUSSES <br />HEADER <br />BEAM <br />CF-1 <br />EXISTING WALLS (2x STUDS @16" O.C.) <br />EXISTING WALLS TO BE DEMOLISH <br />1 5 8"Ø A.B. ATR GR36 @ 48" O.C. <br />2 5 8"Ø A.B. ATR GR36 @ 12" O.C. <br />LEGEND: <br />DESIGN CRITERIA: <br />ANCHOR BOLT SCHEDULE <br />NEW WALL WITH 2x4 STUDS D.F. No.2 @ 16"O.C. <br />NOTES: <br />·USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING <br />WALLS <br />·USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON <br />BEARING WALLS <br />CF-2 <br />EXISTING 12" WIDE MIN. x12" DEEP INTO LOWEST <br />GRADE CONT. CONCRETE FTG. TO REMAIN <br />(CONTRACTOR TO VERIFY IN FIELD) <br />EXISTING FLOOR JOISTS /CEILING JOISTS <br />EXISTING ROOF RAFTERS/TRUSSES <br />CONCRETE PAD SCHEDULE <br />MARK SIZE REINFORCING <br />F1 24"x24"x24" (DEEP) <br />CONCRETE PAD <br />2- #4 BARS EACH WAY <br />GRAVITY: <br /> ROOF LIVE LOAD: 20 PSF <br /> ROOF DEAD LOAD: 10 PSF <br /> CEILING DL: 5 PSF <br />LATERAL: <br /> WIND SPEED: 110 MPH <br /> WIND EXPOSURE: B <br /> R=6.5 <br /> SDS = 1.074 <br /> SMS = 1.611 <br /> S1= 0.477 <br /> SS = 1.432 <br /> RC = II <br /> SDC = D <br /> CS = 0.17 <br />WALL #PLYWOOD <br />TYPE <br />15/32" <br />STRUCT. <br />2 X 8d common @6" <br />edge 12" feild <br />5 <br />8" A.B @48" OC <br />W/SOLE NAIL 16D <br />@ 6" O.C. FOR E.R. <br />24" OC <br />8d common @4" <br />edge 12" feild <br />5 <br />8" A.B @32" OC <br />W/SOLE NAIL 16D <br />@ 4" O.C. FOR E.R. <br />12" OC <br />1 <br />2 <br />15/32" <br />STRUCT. <br />NOTE: ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS <br /> OR GALVANIZED <br />SHEARWALL SCHEDULE <br />EDGE NAIL PLATE NAIL A.B.A35 ALLOWABLEMEMBER <br />280 <br />4302 X <br />8d common @2" <br />edge 12" feild <br />6" OC <br />3 <br />15/32" <br />STRUCT. <br />8702 X 5 <br />8" A.B @12" OC <br />W/SOLE NAIL 16D @ <br />3" O.C. FOR E.R. <br />(SPECIAL INSPECTION <br />IS REQUIRED) <br />NEW 12" WIDE x24" DEEP INTO LOWEST GRADE <br />WITH 2 #4 BARS T&B CONT. CONCRETE FOOTING <br />NOTE: <br />CONTRACTOR IS RESPONSIBLE TO VERIFY ALL THE EXISTING CONDITION AND <br />SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES FOUND. <br />SHEET: <br />JOB No: <br />DATE: <br />DRAWN BY: <br />PLAN: <br />PHONE: <br />JOB SITE: <br />PROJECT NAME: <br />REVISION:BY: <br />GALIDO <br />RESIDENCE <br />23-074 <br />08-12-2024 <br />R.B. <br />310-658-2071 <br />2805 N OLIVE LN, <br />SANTA ANA CA 92706 <br />APPROVED BY :O.V. <br />d e s i g n e r <br />O s c a r V e g a <br />S-5 <br />FRAMING PLAN <br />STRUCTURAL PLANS BY: <br />NEWPORT <br />E & C INC. <br />ANDREW KASHE <br />17011 INDEPENDENCE WAY <br />YORBA LINDA, CA 92886 <br />CELL: 909-610-5409 <br />C I V I L <br />SIGNED: 05 / 28 / 24 <br />EXP. 12-31-24 <br />ANDREW KASHE <br />R <br />E <br />G <br />I <br />STERED PRO F E S S IONAL ENG <br />I <br />N <br />E <br />E <br />R <br />STATE OF C A L IFORNIA <br />C94117 <br />2805 N Olive Ln <br />11/18/2024
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