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2221 N Heliotrope Dr - Plan
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2221 N Heliotrope Dr - Plan
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Last modified
3/7/2026 5:00:09 AM
Creation date
3/7/2026 5:00:05 AM
Metadata
Fields
Template:
Plan
Permit Number
101124817
Full Address
2221 N Heliotrope Dr
Street Number
2221
Street Direction
N
Street Name
Heliotrope
Street Suffix
Dr
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HSS 4x3x3/8 <br />(FB6) <br />3X3 <br />(FB3) <br />3X3.5 (FB1) <br />2. <br />5 <br />X <br />3 <br />2X3 <br />HSS4x.3 <br />1 <br />3INSIDE <br /> <br />W <br />O <br />O <br />D <br />POST <br />3X3.5 (FB1) <br />3X <br />3 <br />. <br />5 <br /> <br />( <br />F <br />B <br />1 <br />) <br />3X <br />3 <br />. <br />5 <br /> <br />( <br />F <br />B <br />1 <br />) <br />3X <br />3 <br />. <br />5 <br /> <br />( <br />F <br />B <br />1 <br />) <br />3X <br />3 <br />. <br />5 <br /> <br />( <br />F <br />B <br />1 <br />) <br />4.5X5 <br />(FB2)(FB2) <br />2. <br />5 <br />X <br />3 <br />2. <br />5 <br />X <br />3 <br />2. <br />5 <br />X <br />3 <br />2.5X3 <br />2.5 <br />X <br />3 <br />2.5X <br />3 <br />2.5X32.5X <br />3 <br />2.5X3 <br />2.5X3 <br />2.5X <br />3 <br />(FB4) <br />2X <br />3 <br />(FB <br />4 <br />) <br />2X3 <br />(FB4) <br />2X <br />3 (FB <br />4 <br />) <br />2X <br />3 <br />(FB <br />4 <br />) <br />(FB <br />4 <br />) <br />2X <br />3 <br />4.5 <br />x <br />5 <br />(F <br />B <br />5 <br />) <br />4.5 <br />x <br />5 <br />(F <br />B <br />5 <br />) <br />4.5 <br />X <br />5 <br />(F <br />B <br />5 <br />) <br />4.5 <br />X <br />5 <br />(F <br />B <br />5 <br />) <br />HSS4x.3 <br />1 <br />3 <br />INSIDE <br /> <br />W <br />O <br />O <br />D <br />POST <br />HSS <br />4 <br />x <br />. <br />3 <br />1 <br />3 <br />INS <br />I <br />D <br />E <br /> <br />W <br />O <br />O <br />D <br />PO <br />S <br />T <br />HSS <br />4 <br />x <br />. <br />3 <br />1 <br />3 <br />INS <br />I <br />D <br />E <br /> <br />W <br />O <br />O <br />D <br />PO <br />S <br />T <br />HSS4x.313INSIDE WOO <br />D <br />POST <br />HSS4x.313 <br />INSIDE WOO <br />D <br />POST <br />3X3 <br />(FB3) <br />3X <br />3 <br />(F <br />B <br />3 <br />) <br />3X <br />3 <br />(F <br />B <br />3 <br />) <br />3X <br />3 <br />(F <br />B <br />3 <br />) <br />3X <br />3 <br />(F <br />B <br />3 <br />) <br />4.5X5 <br />(F <br />B <br />2 <br />) <br />4.5 <br />X <br />5 <br />(F <br />B <br />2 <br />) <br />4.5 <br />X <br />5 <br />(F <br />B <br />2 <br />) <br />4.5 <br />X <br />5 <br />(F <br />B <br />2 <br />) <br />4.5 <br />X <br />5 <br />5 <br />S1.0 4 <br />S1.0 <br />TYP. <br />2 <br />S1.0 <br />TYP. <br />3 <br />S1.0 <br />TYP. <br />HSS4x.3 <br />1 <br />3INSIDE <br /> <br />W <br />O <br />O <br />D <br />POST <br />HSS4x.3 <br />1 <br />3 <br />INSIDE <br /> <br />W <br />O <br />O <br />D <br />POST <br />HSS <br />4 <br />x <br />. <br />3 <br />1 <br />3 <br />INS <br />I <br />D <br />E <br /> <br />W <br />O <br />O <br />D <br />PO <br />S <br />T <br />HSS <br />4 <br />x <br />. <br />3 <br />1 <br />3 <br />INS <br />I <br />D <br />E <br /> <br />W <br />O <br />O <br />D <br />PO <br />S <br />T <br />HSS4x.313INSIDE WOO <br />D <br />POST <br />HSS4x.313 <br />INSIDE WOO <br />D <br />POST <br />1 <br />S1.0 <br />TYP. <br />12" THICK MAT SLAB <br />W/ #4 @ 12" O.C. <br />TOP & BOTTOM <br />1'-0" SQ. <br />TYP. <br />4X6 HIP <br />(RB1) <br />4X6 HIP <br />(RB1) <br />4X <br />6 <br /> <br />H <br />I <br />P <br />(R <br />B <br />1 <br />) <br />4X <br />6 <br /> <br />H <br />I <br />P <br />(R <br />B <br />1 <br />) <br />4X <br />6 <br /> <br />H <br />I <br />P <br />(R <br />B <br />1 <br />) <br />4X <br />6 <br /> <br />H <br />I <br />P <br />(R <br />B <br />1 <br />) <br />3X <br />3 <br />(R <br />B <br />2 <br />) <br />3X <br />3(R <br />B <br />2 <br />) <br />3X3 <br />(RB2) <br />3X3 <br />(RB2) <br />3X <br />3 <br />(R <br />B <br />2 <br />) <br />3X <br />3 <br />(R <br />B <br />2 <br />) <br />3X3.5 <br />3X3.5 <br />3X <br />3 <br />. <br />5 <br />3X <br />3 <br />. <br />5 <br />3X <br />3 <br />. <br />5 <br />3X <br />3 <br />. <br />5 <br />6" <br />D <br />I <br />A <br />. <br />PO <br />S <br />T <br />6 <br />S1.0 <br />TYP. <br />2X4 <br />2X4 <br />2X <br />4 <br />2X <br />4 <br />2X <br />4 <br />2X <br />4 <br />2X <br />2 <br />2X2 <br />2X2 <br />2X <br />2 <br />2X <br />2 <br />2X <br />2 <br />2X3 <br />2X4 <br />2X4 <br />2X3 <br />2X4 <br />2X4 <br />2X <br />3 <br />2X <br />4 <br />2X <br />4 <br />2X <br />3 <br />2X <br />4 <br />2X <br />4 <br />2X <br />3 <br />2X <br />4 <br />2X <br />4 <br />2X <br />3 <br />2X <br />4 <br />2X <br />4 <br />4X6 <br />(RB3) <br />4X6 <br />4X <br />6 <br />(R <br />B <br />3 <br />) <br />4X <br />6(R <br />B <br />3 <br />) <br />4X <br />6 <br />(R <br />B <br />3 <br />) <br />4X <br />6(R <br />B <br />3 <br />) <br />(RB3) <br />(R <br />B <br />4 <br />) <br />(RB4) <br />(R <br />B <br />4 <br />) <br />(R <br />B <br />4 <br />) <br />(RB4) <br />(R <br />B <br />4 <br />) <br />5 <br />4 <br />3 <br />1 <br />2 <br />R E V I S I O N <br />DATE BY <br />11122 BIXLER CIR., <br />BUS: 714-928-2006 <br />EMAIL: TUNGCIVIL2018@GMAIL.COM <br />GARDEN GROVE, CA92840 <br />FAX: 714-901-9535 <br />PROFESSIONAL BUILDING <br />DESIGNS, INC. <br />THIS DRAWING AND DESIGN <br />CONCEPTS ARE PROPRIETARY TO <br />TUNG VO, M.S., P.E. <br />THE DRAWING OR DESIGN <br />CONCEPTS SHALL NOT BE USED <br />OR REPRODUCED IN THE PART <br />OR IN WHOLE WITHOUT THE <br />WRITTEN PERMISSION BY TUNG <br />VO, M.S., P.E. <br />ARCHITECTURAL - STRUCTURAL <br />MECHANICAL - ELECTRICAL - PLUMBING <br />RESIDENTIAL - COMMERCIAL - INDUSTRIAL <br />ON TIME - ON BUDGET - PROFESSIONAL WORK <br />ONE STOP SOLUTION PBD <br />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 25409 <br />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />10/19/2025 <br />HE <br />L <br />I <br />O <br />T <br />R <br />O <br />P <br />E <br /> <br />P <br />A <br />V <br />I <br />L <br />I <br />O <br />N <br />RE <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br />P <br />R <br />O <br />J <br />E <br />C <br />T <br /> <br />F <br />O <br />R <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br /> <br />2 <br />2 <br />2 <br />1 <br /> <br />N <br />. <br /> <br />H <br />E <br />L <br />I <br />O <br />T <br />R <br />O <br />P <br />E <br /> <br />D <br />R <br /> <br />S <br />A <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 />10/20/2025 BLDG CMNT. <br />℄ <br />STEEL COLUMN <br />PER PLAN <br />1 1/2" DRY PACK, <br />f'c=6,000 psi (MIN.) <br />(4) 3/4 Ø X 9" LENGTH ANCHOR <br />BOLTS W/ LEVELING NUT. <br />MIN. 12"SQ.X3 <br />4 THK. STEEL <br />BASE PLATE TO MEET <br />REQ. AS SHOWN. (U.N.O.) <br />MI <br />N <br />. <br /> <br />1 <br />2 <br />" <br />MIN. 12" THICK MAT <br />CONCRETE SLAB W/ #4 @ <br />12" O.C. AT TOP & BOTT. <br />12" SQ. CONCRETE <br />PEDESTAL W/ (8) #4 <br />VERT. BARS EMBED <br />INTO FOOTING W/ STD <br />HOOKS. PROVIDE #4 <br />TIES @ 8" O.C. MIN. <br />SECTION VIEW <br />STEEL COLUMN & FOOTING DETAIL <br />PLAN VIEW <br />1 1/2" <br />MIN. <br />1 1/2" <br />MIN. <br />1 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />DIA. <br />PER PLAN <br />BASE PLATE <br />PIPE <br />1/4 <br />3" <br />1' <br />- <br />0 <br />" <br />1'-0" <br />MIN. 12" THICK MAT <br />CONCRETE SLAB W/ #4 @ <br />12" O.C. AT TOP & BOTT. <br />1 <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />P <br />L <br />A <br />N <br />, <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />& <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />S1.0 <br />FOUNDATION PLAN <br />SCALE : 3/8" = 1'-0" <br />FLOOR FRAMING PLAN <br />SCALE : 3/8" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE : 3/8" = 1'-0" <br />HI. ROOF FRAMING PLAN <br />SCALE : 3/8" = 1'-0" <br />CONNECTION DETAIL <br />HSS STEEL BEAM <br />PER PLANHSS COLUMN <br />PER PLAN <br />1/4 <br />1/4 <br />FRONT VIEW <br />TOP VIEW <br />HSS STEEL BEAM <br />PER PLAN <br />HSS COLUMN <br />PER PLAN <br />NOTE: NOTCH HSS BEAM AS <br />REQUIRED TO FIT WITH COLUMN <br />CONNECTION. <br />CANT. WOOD BEAM <br />PER PLANHSS COLUMN <br />PER PLAN <br />1/4 <br />PIPE 1 1/2 STD <br />WELDED TO STEEL COLUMN <br />6" MIN. <br />CONNECTION DETAIL <br />℄ <br />WOOD BEAM <br />PER PLANHSS BEAM <br />PER PLAN <br />1/4 <br />PIPE 3/4 STD <br />WELDED TO STEEL COLUMN <br />6" MIN. <br />CONNECTION DETAIL <br />℄ <br />CONNECTION DETAIL <br />WOOD BEAM PER PLAN <br />WOOD POST <br />PER PLAN <br />FRONT VIEW <br />TOP VIEW <br />SIMPSON HUC <br />PER PLAN <br />WOOD POST <br />PER PLAN <br />GRIND OR CUT FLAT SURFACE ON <br />ROUND COLUMN TO SEAT HUC <br />HANGER. <br />4X6 WOOD BEAM PER PLAN <br />SIMPSON HUC46 <br />PER PLAN <br />2X4 BEAM PER PLAN <br />SIMPSON HUC46 <br />PER PLAN <br />SIMPSON APLH24 <br />2X4 BEAM PER PLAN <br />SIMPSON APLH24 <br />CONNECTION DETAIL <br />HSS STEEL BEAM <br />PER PLAN <br />WOOD BEAM <br />PER PLAN <br />SIMPSON CBH2.37X5.5 <br />WELEDED TO BEAM <br />12° <br />3/4" THICK STEEL PLATE <br />AS SHOWN WELDED <br />TO BEAM1/4 <br />2534 <br />1 <br />6 <br />1 <br />1
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