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2202 W Laramore Ln & 2638 N Laird St - Plan
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2202 W Laramore Ln & 2638 N Laird St - Plan
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Entry Properties
Last modified
2/24/2026 5:00:17 AM
Creation date
2/24/2026 5:00:07 AM
Metadata
Fields
Template:
Plan
Permit Number
101122826
Full Address
2638 N Laird St
Street Number
2638
Street Direction
N
Street Name
Laird
Street Suffix
St
Text box
ID:
1
Creator:
Import Agent
Created:
2/24/2026 5:00 AM
Modified:
2/23/2026 8:03 AM
Text:
Bldg#: 101126421REV TO: BLDG#: 101122826 APPROVALS: Bldg: CSG Consultants
Stamp
ID:
1
Creator:
Import Agent
Created:
2/24/2026 5:00 AM
Modified:
2/23/2026 8:03 AM
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NOTE: CONTRACTOR TO VERIFY ALL EXISTING FRAMING. NOTIFY <br />ENGINEER-OF-RECORD- IF EXISTING FRAMING CONDITIONS IN THE FIELD ARE <br />DIFFERENT THAN SHOWN ON PLAN <br />LEGEND <br />"#" DENOTES SHEAR WALL TYPE & EDGE <br />NAIL SPACING AND "**.*"" DENOTES <br />MINIMUM SHEAR WALL LENGTH. SEE <br />SHEET 9/S300 FOR SHEAR WALL <br />SCHEDULE. SEE DETAIL 4/S400 FOR <br />SHEAR WALL FRAMING AND TYP. <br />PENETRATIONS IN SHEAR WALL <br />"####" DENOTES SHEAR WALL HOLDOWN <br />TYPE. SEE TYPICAL DETAIL 8/S300 FOR <br />INFO AND MIN. END POST SIZE <br />#### <br />WALL ABOVE FRAMING PLAN <br />WALL BELOW FRAMING PLAN <br />#**.*' <br />DENOTES SIMPSON HANGER PER <br />SCHEDULE 7/S400, U.O.N. <br />DENOTES SIMPSON CONCEALED <br />FLANGE HANGER PER SCHEDULE 7/S400, <br />U.O.N. <br />SEE HEADER SCHEDULE ON 11/S400 FOR <br />HEADER SIZES, UNLESS NOTED ON <br />PLAN. <br />15" WIDE x 24" CONCRETE FOOTING, <br />U.O.N. <br />FLOOR SHEATHING: 3 4" T&G APA RATED <br />SHEATHING GLUED & NAILED w/10d @6"o.c. <br />AT EDGE AND 10d @12"o.c. AT FIELD (NO <br />BLKG REQ'D), SEE 4/S400. <br />ROOF SHEATHING:1 2" APA RATED <br />SHEATHING NAILED w/10d @6"o.c. AT EDGE <br />AND 10d @12"o.c. AT FIELD (NO BLKG <br />REQ'D), SEE 4/S400. <br />SEE DETAIL 8/S300 FOR SHEAR WALL <br />POST. SHEAR WALL POST ABOVE & <br />BELOW WILL BE FRAMED PER DETAIL <br />8/S401S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />A&B <br />SEE DETAIL 8/S300 FOR SHEAR WALL <br />POST SIZE <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />6 12.0' <br />6 15.5' <br />6 17.0' <br />6 12.5' <br />6 8.5' <br />6 6.5'6 7.75' <br />2x10 CEILING <br />JOIST @16"o.c. <br />CS16x48" STRAP <br />@48"o.c. <br />2x RIDGE BOARD <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />CS16x48" STRAP <br />@48"o.c. <br />2x <br />1 <br />0 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />2x8 ROOF <br />JOIST @16"o.c. <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 <br />HDU5 HDU5 <br />HDU5 <br />HDU5 <br />HDU5HDU5 <br />HDU5 <br />HDU5 <br />6x6 <br />P <br />O <br />S <br />T <br />24" SQ. CONC. <br />FTG, TYP. <br />6x6 <br />P <br />O <br />S <br />T <br />24" SQ. CONC. <br />FTG, TYP.HDU5 <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 1S301 <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 1S301 <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 1S301 <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />4x4 <br />P <br />O <br />S <br />T <br />4x6 <br />P <br />O <br />S <br />T <br />2x10 CEILING <br />JOIST @16"o.c. <br />4x4 <br />P <br />O <br />S <br />T <br />24" SQ. CONC. <br />FTG, TYP. <br />51 4"x117 8" PSL <br />6x <br />1 <br />0 <br /> <br />B <br />E <br />A <br />M <br />51 <br />4"x <br />9 <br />1 <br />2" <br />P <br />S <br />L <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />4x10 <br /> <br />H <br />I <br />P <br /> <br />B <br />E <br />A <br />M <br />2x8 ROOF <br />JOIST @16"o.c. <br />CS16x48" STRAP <br />@48"o.c. <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />CC C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />4x4 <br />P <br />O <br />S <br />T <br />4x4 <br />P <br />O <br />S <br />T <br />4x4 <br />P <br />O <br />S <br />T <br />1 <br />S401 <br />1 <br />S401 <br />2 <br />S401 <br />2 <br />S401 <br />8 <br />S401 <br />8 <br />S401 <br />8 <br />S401 <br />2x ROOF JOIST ALIGN @ <br />SHEAR WALL BELOW, TYP. <br />3 <br />S401 <br />6 <br />S401 <br />NEW CALIFORNIA FRAMING PER DETAIL 5S401 <br />NEW CALIFORNIA FRAMING PER DETAIL 5S401 <br />7 <br />S401 <br />7 <br />S401 <br />2 <br />S301 <br />2 <br />S301 <br />2 <br />S301 <br />2 <br />S301 <br />2 <br />S301 <br />2 <br />S301 <br />3 <br />S301 <br />4 <br />S301 <br />4 <br />S301 <br />4 <br />S301 <br />A <br />B <br />D <br />1 <br />2 <br />3 <br />C <br />A <br />B <br />D <br />1 <br />2 <br />3 <br />C <br />4x8 HDR4x8 HDR <br />4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR <br />4x6 HDR <br />4x8 HDR4x8 HDR <br />4x <br />1 <br />0 <br /> <br />H <br />D <br />R <br />4x <br />1 <br />0 <br /> <br />H <br />D <br />R <br />51 <br />4"x <br />9 <br />1 <br />2" <br />P <br />S <br />L <br /> <br />B <br />E <br />A <br />M <br />HDU5 <br />HDU5 <br />6 9.0' <br />S.W <br />. <br /> <br />P <br />O <br />S <br />T <br />P. <br />T <br />. <br /> <br />6 <br />x <br />8 <br />P.T. 6x8 <br />P.T. 6x8 <br />2x4 ROOF <br />JOIST @16"o.c. <br />2x4 ROOF <br />JOIST @16"o.c. <br />1 FIRST FLOOR FRAMING AND FOUNDATION PLAN <br />SCALE: 1/4"=1'-0" <br />2 ROOF FRAMING PLAN <br />SCALE: 1/4"=1'-0" <br />REINF. CONCRETE <br />SLAB-ON-GRADE <br />PER 1S301 <br />9 <br />S401 <br />POS <br />T <br /> <br />B <br />E <br />L <br />O <br />W <br /> <br />w <br />/ <br />ECC <br /> <br />C <br />O <br />L <br />. <br /> <br />C <br />A <br />P <br />4x4 <br />P <br />O <br />S <br />T <br />CS16 STRAP <br />48" MIN. <br />3 <br />S401 <br />SIM.3 <br />S401 <br />SIM. <br />CS16 STRAP <br />4 <br />4 <br />SHEET NUMBER <br />L <br />RO <br />Exp. 06-30-26 <br />S <br />IVISTTACEOF IFAL <br />IG <br />RE <br />C L <br />No. 91229 <br />REET <br />D SPRFOE AOINS <br />IG <br />NAI <br />ER <br />EN <br />ENNARTALLED <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />22 <br />0 <br />2 <br /> <br />L <br />A <br />R <br />A <br />M <br />O <br />R <br />E <br /> <br />L <br />N <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />SHEET NUMBER <br />DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED <br />WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA INCORPORATED <br />AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH <br />INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE <br />USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT <br />WRITTEN CONSENT OF DELLA INCORPORATED. <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />SHEET TITLE <br />DATEPROJECT STATUS <br />ENGINEER OF RECORD <br />FEBRUARY 2025PERMIT SUBMITTAL <br />de <br />l <br />l <br />a <br />@ <br />d <br />e <br />l <br />l <br />a <br />i <br />n <br />c <br />o <br />r <br />p <br />o <br />r <br />a <br />t <br />e <br />d <br />. <br />c <br />o <br />m <br />51 <br />0 <br />. <br />3 <br />2 <br />2 <br />. <br />0 <br />7 <br />3 <br />5 <br />MAY 2025PLAN CHECK 1 <br />JULY 2025PLAN CHECK 2 <br />JULY 2025PLAN CHECK 3 <br />JANUARY 2026REVISION4 <br />S200 <br />FRAMING PLANS
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