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6606 Gall Blvd (3)
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6606 Gall Blvd (3)
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Last modified
3/5/2025 11:27:34 AM
Creation date
2/18/2025 3:42:30 PM
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Building Plans
Street #
6606
Location
Gall Blvd
Contractor
The John Stokes Co
Building Plans - Permit #
7935
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2X4 PURLI <br />0. C. SEE F <br />4x10 RAFT <br />O.C. SEE F <br />CDX PLYWI <br />SHEATHINC <br />ROOF PLAT <br />(2) - SIMI <br />CLIPS. ONE <br />OF 4x10 R <br />ATTACHED <br />AND RAFTI <br />SPECIFICAI <br />P.T. BEAM <br />SEE PLAN <br />P.T. COLUK <br />BEYOND, S <br />CONCRETE <br />GRADE. SE <br />COL. FOOT <br />BEYOND, S <br />rN-------------------- <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I � <br />I------------------- J <br />TOP/FRAMING <br />I i ; <br />F i <br />PROVIDE BRICK RELIEF - <br />ANGLE ABOVE RAFTERS. <br />SEE TYP. DTL. 4-030/S3.02 <br />EL= (11'-4") <br />TOP/CMU WALL <br />SIMPSON HGAM10 GUSSET - <br />ANGLE PER SIMPSON <br />CATALOG AT EACH RAFTER <br />2X10 CONT. LEDGER <br />ATTACH TO STUD WALL W/ <br />(2)-SIMPSON A34 CLIPS <br />AT EA. STUD (ONE EACH <br />SIDE OF STUD) <br />8" DBL. BOND BEAM — <br />REINF. W/ 1-#5 CONT. <br />OL EL= 6'-0" <br />BOT/L INTEL <br />8" PRECAST LINTEL <br />SEE 4-031 /S3.02 <br />OPENING, SEE ARCH <br />8" BOND BEAM AT <br />4'-0" O.C. VERTICALLY <br />W/1-#5 CONT BARS <br />TYPICAL <br />i, EL= (2'-8") <br />TOP/BOND BEAM <br />VERTICAL DOWELS TO <br />MATCH WALL REINF. <br />CONCRETE SLAB ON <br />GRADE. SEE PLAN- <br />1/2- THICK PREM OLDED <br />JOINT FILLER MAT'L. <br />EL= 0'-0" <br />TOP/FIN FLOOR <br />GROUT CELLS SOLID - <br />BELOW CONCRETE SLAB <br />EL (-2'-0" <br />Y TOP/CONC. FOOTING <br />CONT. CONCRETE WALL <br />FOOTING. SEE PLAN FOR <br />SIZE AND REINF. <br />0 <br />SIMI <br />�sibuilding section <br />S4.01 scale: 3/4"=1'-Q" <br />J <br />a <br />S2 building section <br />�01 <br />scale: 3/4"=1'-0" <br />�'�s3building section <br />ARMANDO A. CASTELLON, P.E. <br />S4.01 scale: 3/4"=1'-0" FL. LIC. No. 43453 <br />Signature Dot <br />9 <br />i <br />OO d' 'IO <br />LO L0 O <br />C) <br />' O <br />C <br />• � <br />0O0 00O <br />0 <br />0 <br />O <br />O <br />s <br />� <br />C <br />C <br />SZ <br />O <br />N 00 <br />C N <br />M <br />O <br />v <br />U <br />� <br />TO <br />a) o <br />C y- <br />U <br />O <br />s <br />0 <br />c <br />Lo v <br />0 <br />v <br />LO _ <br />� in <br />U <br />Z <br />— <br />��//�� <br />o <br />Z <br />V! <br />o <br />N N <br />W <br />J <br />= <br />LLu <br />co <br />O <br />(� <br />Z <br />H N <br />cn no E Z <br />��F—/ <br />VJ <br />Z <br />0 <br />( M r U <br />a <br />o <br />U <br />Z <br />w <br />Lu2.m a <br />}91 C <br />U a: <br />4r1fit, <br />00 c <br />w w m E co <br />�aNw <br />GGo <br />N�MU 66 <br />NFa-CON W <br />© copyright <br />d' <br />LO <br />Cn <br />CO <br />v v <br />> <br />_N <br />O , <br />O <br />_ vi <br />O — <br />0 <br />O s <br />�O N <br />revisions: <br />Q9/18/2008 <br />2 steel roof/wood roof <br />drawn: <br />checked: <br />date: <br />prof. no: <br />sc/d m <br />rd <br />1-15-08 <br />P07-15B <br />S4*01 <br />
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