HomeMy WebLinkAbout908 S Magnolia Ave�— "2
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Application No: I q -1 �' Documented Construction Value: $ 9
Job Address: 'FOV 5 . /,?,( Lq "(le- Ave San s Fd Historic District: Yes @---No ❑
Parcel ID:
Description of Work: Q -d d
Plan Review Contact Person:
Phone:
Fax:
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Zoning:
- U Title:
E-mail:
Property Owner Information
Name �rc, n a G\ ri S'�� T kt-�%t�� Phone:3 �a I 3
Street: 'S U�C< A Resident of property?
City, State Zip:
Contractor Information
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Building Permit ❑
Square Footage: _
No. of Dwelling Units:
Electrical ❑
Phone:
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
New Service.- No. of AMPS:
Mechanical ❑ (Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
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2x8 PT RAFTER ATTACH TO
,BEAM W/ SIMPSON H2.5
EXISTING CMU WALL
FRAMING PLAN
2x2 PT PERLIN
ATTACH TO RAFTER W/
#14 x 3 SCREW MIN.
12'-0' _ I .
4x4 PT COLUMN 6"-0"
(+/_) ATTACH TO SLAB
W/ SIMPSON ABA66
ANCHOR 1/2"x4 1/2",
TYPICAL 4
OFFICE
ATTACH TO
FRAME WALL W/ 4'x
4 LAG STAGGERED
EXISTING FRAMED DETACHED
GARAGE
1
SMEORD BUILDING DIVISION
PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE -ANY OF THE PROVISIONS OE THE"1'ECFi ¢L
NOR SHALL ISSUANCE OFA PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
1/4• =1'-d*
2x8 PT LEDGER \
ATTACH TO
FRAME WALL W/ a"x
4 LAG STAGGERED
EXISTING 5" SLAB ON
GRADE CONTRACTOR
RESPONSIBLE TO
CONFIRM
SIDE ELEVATION
1/4' = 1'-0'
EXISTI
CMU
WALL
EXISTING FRAMED DETACHED
GARAGE
014.1514
EXISTING SLAB
FRONT ELEVATION
1/4' = 1'4'
COLUMN DETAIL
2x8 PT RAFTER
ATTACH TO
BEAM W/
SIMPSON H2.5
2x8 PT BEAM
ATTACH TO
COLUMN W/ a"x 4
LAG MIN.
4x4 PT COLUMN 6"-0"
ATTACH TO SLAB W/
SIMPSON ABA66, TYPICAL 4
1/4' = 1'-0'
CIN and CmmWa h agreeto and hold the othmMmIm, anditm pecM
dim, empbyees, Ph, and *woo iron am against liaw far d daims, bsses,
damages, and ems, n&ft r artarmys him b the @W sash dam, bsses,
damages, aWnses ate caul by ft Mwm*q party's dairy, bases, damages, oropm
are caused by the 00 or cmaarentnegfigenee dine dent and Omft they shag be bone by
each pally in proporbml to ds nem.
The star) M d care for al pWvPJ services perbrr* orb* ed by the Cmftant urder ths
Agreemdd be the sly aW care used bywnbem of Ifo Consult h Ades & paddllgunder
** ckmnftm at the same and in the same b*. WWW maims m wartaft,
q= ora0ed, u* Apffo orathmwise, b connection wbh ConsuMant's services.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job and Home Design Services, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appearing
on these plans.
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ATTACH TO LEDGER
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W/ SIMPSON LU28
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2x8 PT BEAM
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ATTACH TO
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COLUMN W/ 4"x 4
LAG MIN.
4x4 PT COLUMN 6"-0"
(+/_) ATTACH TO SLAB
W/ SIMPSON ABA66
ANCHOR 1/2"x4 1/2",
TYPICAL 4
OFFICE
ATTACH TO
FRAME WALL W/ 4'x
4 LAG STAGGERED
EXISTING FRAMED DETACHED
GARAGE
1
SMEORD BUILDING DIVISION
PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE -ANY OF THE PROVISIONS OE THE"1'ECFi ¢L
NOR SHALL ISSUANCE OFA PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
1/4• =1'-d*
2x8 PT LEDGER \
ATTACH TO
FRAME WALL W/ a"x
4 LAG STAGGERED
EXISTING 5" SLAB ON
GRADE CONTRACTOR
RESPONSIBLE TO
CONFIRM
SIDE ELEVATION
1/4' = 1'-0'
EXISTI
CMU
WALL
EXISTING FRAMED DETACHED
GARAGE
014.1514
EXISTING SLAB
FRONT ELEVATION
1/4' = 1'4'
COLUMN DETAIL
2x8 PT RAFTER
ATTACH TO
BEAM W/
SIMPSON H2.5
2x8 PT BEAM
ATTACH TO
COLUMN W/ a"x 4
LAG MIN.
4x4 PT COLUMN 6"-0"
ATTACH TO SLAB W/
SIMPSON ABA66, TYPICAL 4
1/4' = 1'-0'
CIN and CmmWa h agreeto and hold the othmMmIm, anditm pecM
dim, empbyees, Ph, and *woo iron am against liaw far d daims, bsses,
damages, and ems, n&ft r artarmys him b the @W sash dam, bsses,
damages, aWnses ate caul by ft Mwm*q party's dairy, bases, damages, oropm
are caused by the 00 or cmaarentnegfigenee dine dent and Omft they shag be bone by
each pally in proporbml to ds nem.
The star) M d care for al pWvPJ services perbrr* orb* ed by the Cmftant urder ths
Agreemdd be the sly aW care used bywnbem of Ifo Consult h Ades & paddllgunder
** ckmnftm at the same and in the same b*. WWW maims m wartaft,
q= ora0ed, u* Apffo orathmwise, b connection wbh ConsuMant's services.
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions
of the job and Home Design Services, Inc. must
be notified in writing of any variation from the
dimensions, conditions and specifications appearing
on these plans.
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