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WH <br />1 COUNTER <br />WAITING <br />BARBER AREA <br />HALLWAY <br />VIP 1 <br />VIP 2 <br />BREAK ROOM <br />STORAGE <br />(E) RESTROOM <br />2 <br />3 <br />4 <br />WALL LEGEND <br />NEW WALL : <br />EXISTING WALL : <br />EXISTING FOOTING <br />VERIFY ON FIELD. <br />2 <br />S1.0 <br />EXISTING CONCRETE SLAB <br />TYP. <br />WOOD <br />1.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR LARCH CONFORMING TO WEST <br />COAST LUMBER INSPECTION BUREAU GRADING RULES #17. MOISTURE CONTENT NOT <br />TO EXCEED 19% AT TIME OF CONSTRUCTION. <br />2.WOOD-BASED STRUCTURAL USE PANELS SHALL MEET THE REQUIREMENTS OF DOC <br />PS 2-10. STRUCTURAL SHEATHING MAY BE EITHER OSB OR PLYWOOD. <br />3.STRUCTURAL COMPOSITE LUMBER (SCL) SHALL CONFORM TO THE MANUFACTURER'S <br />ICC REPORT IN COMPLIANCE WITH THE GOVERNING BUILDING CODE FOR THE <br />PROJECT LISTED. <br />4.ENGINEERED GLU-LAM BEAMS SHALL BE INSPECTED AND AN A.I.T.C. CERTIFICATE OF <br />COMPLIANCE SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO INSTALLATION. ALL <br />GLU-LAM BEAMS SHALL BE FABRICATED WITH WATERPROOF GLUE WITH STANDARD <br />CAMBER U.N.O. <br />5.GLU-LAM BEAMS MAY NOT BE SUBSTITUTED FOR STRUCTURAL COMPOSITE LUMBER <br />(SCL) BEAMS UNLESS WRITTEN AUTHORIZATION IS PROVIDED BY THE ENGINEER OF <br />RECORD. <br />6.ALL WOOD FRAMING MEMBERS DIRECTLY AGAINST CONCRETE OR MASONRY <br />INSTALLED IN A DRY OR ENCLOSED ENVIRONMENT SHALL BE PRESSURE TREATED <br />DOUG-FIR TREATED WITH SODIUM BORATE (SBX/DOT). CORROSION RESISTANT <br />CONNECTORS ARE NOT REQUIRED WITH SODIUM BORATE TREATED LUMBER. IF <br />OTHER TREATMENTS ARE USED, GALVANIZED FASTENERS PER "FASTENER <br />REQUIREMENTS" NOTE 3 ARE REQUIRED. <br />7.LUMBER GRADE STAMPS ARE TO REMAIN IN PLACE AFTER INSTALLATION WHERE <br />POSSIBLE. <br />8.LUMBER GRADES ARE TO BE AS FOLLOWS: <br />STUDS UP TO 10'-0"..............................................................................................STUD GRADE <br />STUDS OVER 10'-0".............................................................................................................DF #2 <br />BLOCKING............................................................................................STANDARD OR BETTER <br />PLATES & SILL.....................................................................................STANDARD OR BETTER <br />TOP PLATES........................................................................................................................DF #2 <br />4X4 BEAMS/POSTS.............................................................................STANDARD OR BETTER <br />4X6 THROUGH 4X12BEAMS/POSTS.................................................................................DF #2 <br />4X14BEAMS/POSTS.............................................................................................................DF#1 <br />6X & LARGER BEAMS/POSTS............................................................................................DF #1 <br />2X RAFTER/JOIST...............................................................................................................DF #2 <br />9.UTILITY GRADE LUMBER IS UNACCEPTABLE FOR ANY PURPOSE. <br />10.THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH <br />CURRENT <br /> APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL <br /> PROPERTIES: <br /> FOR "LVL" & "PSL" BEAMS: <br /> Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). <br /> FOR "LSL" BEAMS/HEADERS: <br /> Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). <br /> FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED <br /> BY WALL , AND MATCHES JOIST DEPTH: <br /> Fc I (PERPENDICULAR)........ = 680 psi (MIN) <br /> Fc // (PARALLEL)..................... = 1400 psi (MIN) <br /> Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) <br /> GLU-LAM BEAM SHALL BE 24F-V4, DF/DF <br /> Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP <br /> Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). <br />11.ROOF SHEATHING SHALL BE 15/32" APA RATED SHEATHING EXP 1 WITH A SPAN <br />RATING OF 24/0 WITH 8D NAILS AT 6" O/C AT EDGES AND BOUNDARIES AND 12" O/C <br />FIELD NAILING. <br />12.FLOOR SHEATHING SHALL BE 23/32" APA RATED SHEATHING EXP 1 WITH A MINIMUM <br />SPAN RATING OF 48/24 WITH 10D NAILS AT 6" O/C AT EDGES AND BOUNDARIES AND 10" <br />O/C FIELD NAILING. <br />SHEET INDEX <br />No.SHEET NO.SHEET NAME <br />1 S1.0 FOUNDATION PLAN, ROOF FRAMING PLAN <br />& DETAIL. <br />WH <br />1 COUNTER <br />WAITING <br />BARBER AREA <br />HALLWAY <br />VIP 1 <br />VIP 2 <br />BREAK ROOM <br />STORAGE <br />(E) RESTROOM <br />2 <br />3 <br />4 <br />WALL LEGEND <br />NEW WALL : <br />EXISTING WALL : <br />E <br />EXISTING ROOF SYSTEM <br />TO BE REMAINED, <br />VERIFY ON FIELD. <br />1 <br />S1.0 <br />TYP. <br />S1.0 <br />FOUNDATION PLAN <br />FRAMING PLAN & <br />DETAIL <br />©2024Sheet No. <br />Revisions <br />1 <br />24303Project No. <br />Date <br />Hu <br />n <br />t <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />E <br />x <br />e <br />c <br />u <br />t <br />i <br />v <br />e <br /> <br />P <br />a <br />r <br />k <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />h <br />o <br />n <br />e <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />9 <br />2 <br />8 <br />- <br />2 <br />0 <br />0 <br />6 <br />16 <br />1 <br />6 <br />8 <br /> <br />B <br />e <br />a <br />c <br />h <br /> <br />B <br />l <br />v <br />d <br />, <br /> <br />S <br />t <br />e <br /> <br /># <br /> <br />2 <br />0 <br />1 <br />C <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />W <br />e <br />b <br />s <br />i <br />t <br />e <br />: <br /> <br />H <br />o <br />m <br />e <br />T <br />o <br />p <br />H <br />o <br />m <br />e <br />. <br />c <br />o <br />m <br />Hu <br />n <br />t <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />B <br />e <br />a <br />c <br />h <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />4 <br />7 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />i <br />n <br />f <br />o <br />@ <br />H <br />o <br />m <br />e <br />T <br />o <br />p <br />H <br />o <br />m <br />e <br />. <br />c <br />o <br />m <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />BA <br />R <br />B <br />E <br />R <br /> <br />S <br />H <br />O <br />P <br />51 <br />2 <br />7 <br /> <br /> <br />W <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />G <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 />4 <br />November 23, 2024 <br />Design by <br />TUNG VO, M.S., P.E. <br />C 69546 <br />Exp: 06/30/26 <br />TUNG T HANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />FOUNDATION PLAN <br />SCALE : 3/16"=1'-0" <br />ROOF FRAMING PLAN <br />SCALE : 3/16"=1'-0" <br />TYPICAL NON-BEARING PARTITION WALL <br />AT ROOF FRAMING DETAIL <br />PERPENDIULAR TO <br />TRUSS FRAMING <br />PARALLEL TO <br />TRUSS FRAMING <br />2x STUD SEE <br />ARCH'L FOR <br />SIZE AND <br />SPACING <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />CL <br />R <br />. <br />CL <br />R <br />. <br />SIMPSON <br />"DTC" CLIP <br />@48"o.c. <br />CEILING <br />SEE ARCH'L <br />(2)2x TOP <br />~P'S <br />TRUSS <br />BOTTOM <br />CHORD <br />1/ <br />4 <br />" <br />~ <br />1 <br />/ <br />2 <br />" <br />2x6 BLOCKING <br />W/SIMPSON "LUS" <br />HANGER EA. END <br />SIMPSON "DTC" <br />CLIP @48"o.c. <br />1INTERIOR PARTITION, TYP. <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />2x P.T D.F SILL PLATE <br />w/ 7 32"Øx312" SHOT PINS <br />@ 32" OC w/ 14 GA PER ICC-ESR 2138 <br />. WASHERS AND FIRST 2 PINS PLACED <br />6" AND 10" FROM PLATE ENDS <br />CONCRETE SLAB <br />2x STUDS @ 16" OC <br />BEARING NONE SHEAR WALL <br />NONE BEARING <br />CONCRETE FOOTING <br />SIZE & REBARS <br />PER DETAIL 1/SD1 <br />W <br />PER SCHEDULE <br />PE <br />R <br /> <br />S <br />C <br />H <br />E <br />D <br />U <br />L <br />E <br />SE <br />E <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br /> <br />1 <br />/ <br />S <br />D <br />1 <br />2 <br />5127 W Edinger Ave <br />#G5/8/2025