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25. TOTAL MINIMUM NUMBER OF ANCHOR BOLTS. REQUIREMENTS. FOR NON-SHEAR <br />WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH <br />END DISTANCE OF 4" MIN. PER ESR #2555. <br />FRAMING SCHEDULE <br />13. ATTACH WOOD FRAMING ELEMENT TO STEEL MEMBER WITH 1/2" Ø STUD BOLTS <br />AT 24" O.C. STAGGERED U.N.O <br />14. REFER TO ARCHITECTURAL PLANS/DETAILS FOR BEAM/COLUMN FIRE RESISTANCE <br />ASSEMBLIES. <br />16. SHALL BE PROVIDED TO INDICATE COMPLIANCE WITH CGBC 4.504 AND SHALL INCLUDE <br />AT LEAST ONE OF THE FOLLOWING : PRODUCT CERTIFICATIONS AND SPECIFICATIONS, <br />CHAIN OF CUSTODY CERTIFICATIONS, OR OTHER METHODS ACCEPTABLE TO THE <br />ENFORCING AGENCY. CGBC 4.54.5.1 <br />CONSTRUCTION NOTES <br />8. ALL WOOD I-JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA <br />PRI-400, EWS-Z725B (PERFORMANCE RATED I-JOIST STANDARD) OR ASTM D5055. <br />QUALIFIED PRI-400, MANUFACTURED. I-JOIST CAN BE ANY OF THOSE LISTED IN THE <br />TABLE ABOVE. <br />2. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM <br />BOTH SIDES. <br />1. REFER TO TYPICAL STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SD0) <br />FOR MORE INFORMATION. <br />5. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. <br />3. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD <br />SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. <br />7. USE SIMPSON " IUS " HANGERS FOR CONNECTION OF I-JOISTS TO OTHER FRAMING <br />MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. <br />4. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE <br />DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. <br />6. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE <br />USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN <br />SIMPSON'S. <br />9. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN <br />BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED <br />@ EACH END OF HEADER. <br />10. INTERIOR NON-BEARING WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. <br />11. STRAP ST6224 WHERE PLATE @ ROOF BREAK OCCURS .U.N.O,SEE 5/SD2 <br />12. CONTINUOUS RIM JOISTS SHOULD BE USED AT NON-ROOF AREAS WHERE POSSIBLE. <br />ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 x 36" STRAP. <br />PAD SCHEDULE <br />PAD <br />2'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />SYM. <br />F2.0 <br />2'-6" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />3'-0" SQ. X 24" DEEP PAD W/ (3) #4 E.W. <br />F2.5 <br />F3.0 <br />15. TIGHT FIT SOLID COMPRESSION BLOCKING REQUIRED BETWEEN DRAG MEMBERS, <br />FILLING GAP AT PARTY WALLS. <br />17. THE BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT TO BE <br />INSTALLED.CGBX 4.505.3 <br />18. MOISTURE CONTENT OF BUILDING MATERIALS, AND VERIFICATION, SHALL MEET THE <br />REQUIREMENTS CGBC 4.505.3. <br />19. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD <br />COMPOSITE WOOD PRODUCTS SHALL MEET THE REQUIREMENTS FOR <br />FORMALDEHYDE LIMITS IN CGBC TABLE 4.504.5. CGBC 4.504.5.1 <br />20. PROVIDE 2X BLOCKING @ 4'-0" O.C. ALONG ROOF/FLOOR BEAMS WHICH ARE NOT <br />SUPPORTED LATERALLY BY ANY JOISTS <br />21. HEARDER AT OPENING BEARING WALL SHOULD BE MIN. 4X6 ,U.N.O <br />LEGEND <br />3'-6" SQ. X 24" DEEP PAD W/ (3) #4 E.W.F3.5 <br />22.SIMPSON SET-XP EPOXY ESR-2508 SPECIAL INSPECTION REQUIRED <br />DESCRIPTIONSYM. <br />F2.0 <br />POST OR TRIMMER AS NOTED <br />SDX <br />X <br />PAD NUMBER <br />DETAIL NUMBER <br />DETAIL SHEET NUMBER <br />X'-X" <br />X <br />DROP IN SLAB (VERIFY PRIOR TO <br />CONSTRUCTION) <br />SHEAR PANEL LENGTH AND NUMBER, STRAP & POST EACH THE END <br />SHEARWALL PER SHCEDULE & PLAN. <br />REFER TO SD-0 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. <br />INDICATES ROOF TRUSSES BY <br />TRUSS SUPPLIER <br />INDICATES FLOOR JOISTS BY JOIST SUPPLIER,OR U.N.O PER SCHEDULE & <br />PLAN <br />INDICATES DECK JOIST OR ROOF RAFTER PER SCHEDULE & PLAN <br />X BEAM NUMBER, REFER TO REPORT <br />CALCULATIONS <br />KEY NOTE NUMBER <br />BEARING WALL <br />CALIFORNIA FRAMING <br />XX <br />GREATE BEAM @ FOUNDATION SEE PLAN FOR SIZE <br />23.2X6 WALL SHOULD BE AT PLUMPING WALL. <br />KEY NOTES <br />FJ <br />RR <br />RT <br />24.FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE <br />SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON <br />BRONZE OR COPPER. <br />4'-0" SQ. X 24" DEEP PAD W/ (4) #4 E.W.F4.0 <br />X NUMBER OF ANCHOR BOLTS <br />LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. <br />SEE PLAN FOR NUMBER OF BAYS. <br />BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 4" O.C. E.N. & 12" O.C. FIELD. <br />BLOCKED ROOF DIAPHRAGM W/ 8d's @ 4" O.C. B.N., 4" O.C. E.N. & 12" O.C. FIELD. <br />PROVIDE SOLID BLOCKING <br />TRUSS HANGER BY TRUSS SUPPLIER <br />CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />EXISTING SLAB & FOOTING <br />INDICATES CEILING JOIST PER SCHEDULE & PLANCJ <br />NEW FOOTING <br />SYMBOL SIZE MAX. SPACING U.N.O <br />RR 2X8 RR 16" O.C. <br />RR1 2X6 RR 16" O.C. <br />4'-6" SQ. X 24" DEEP PAD W/ (4) #4 E.W.F4.5 <br />16" O.C.CJ 2X8 CJ <br />NEW SLAB <br />26.PLYWOOD IS APPLIED ON EITHER SIDE OF SHEAR WALLS <br />REF. <br />2 <br />6' <br />- <br />0 <br />" <br />HDU2 <br />3 <br />HDU2 <br />5 <br />SD1 <br />2 <br />6' <br />- <br />0 <br />" <br />HDU2 <br />3 <br />HDU2 <br />5 <br />SD1 <br />2 <br />4'-9" <br />3 <br />HD <br />U <br />4 <br />5 <br />SD1 <br />HD <br />U <br />4 <br />2 <br />6'-0" <br />3 <br />HD <br />U <br />2 <br />5 <br />SD1 <br />HD <br />U <br />2 <br />TYP.1 <br />SD1 <br />2 <br />SD1 <br />1 <br />SD1 <br />2 <br />SD1 <br />1 <br />SD1 <br />2 <br />SD1 <br />1 <br />SD1 <br />2 <br />SD1 <br />9 <br />SD1 <br />3 <br />SD1 <br />TYP. <br />NEW SLAB AREA <br />MIN. 4" THK. CONC. SLAB <br />w/ #4 @ 16" O.C. EA WAY <br />OVER 3" SAND <br />OVER 15 MIL. VAPOR BARRIER <br />OVER 4" AGGREGATES OF 1/2" OR LARGER <br />F2.0 <br />F2.0 <br />TIE BEAM WITH 12"X12" DEEP <br />w/ (2)#5 T&B, TYP. <br />MP <br />B <br />6 <br />6 <br />Z <br />4 <br />SD1 <br />TYP. <br />1' <br />- <br />0 <br />" <br />1' <br />- <br />0 <br />" <br />1'-0" <br />1'-0" <br />12'-7" <br />1'-0" <br />8 <br />SD1 <br />TYP. <br />11'-7" <br />REF. <br />4X6 4X6 4X6 <br />4X6 4X6 4X6 <br />4X <br />6 <br />4X <br />6 <br />4X <br />6 <br />4X <br />6 <br />4X8 CL'G BM <br />RR <br />CJ <br />R1 <br />R1 <br />R2 <br />RR1 RR1 <br />CJ <br />2 <br />6' <br />- <br />0 <br />" <br />4X4 <br />4X4 <br />2 <br />6' <br />- <br />0 <br />" <br />4X4 <br />4X4 <br />2 <br />4'-9"4X <br />4 <br />4X <br />4 <br />2 <br />6'-0"4X <br />4 <br />4X <br />4 <br />SD2 <br />25A <br />SD2 <br />11 <br />SD2 <br />SD2 <br />25A <br />SD2 <br />11 <br />SD2 <br />SD2 <br />1 <br />5A <br />SD2 <br />8 <br />SD2 <br />SD2 <br />1 <br />5A <br />SD2 <br />8 <br />SD2 <br />6X <br />6 <br />W/E <br />C <br />C <br />L <br />L <br />6 <br />6 <br />15 <br />SD2 <br />6X <br />6 <br />W/E <br />C <br />C <br />L <br />R <br />6 <br />6 <br />15 <br />SD2 <br />SD2 <br />8 10 <br />SD2 <br />HI. LOW. <br />2X <br />1 <br />0 <br /> <br />R <br />. <br />B <br />. <br />TYP. <br />SD2 <br />13 <br />SD2 <br />16 <br />2-2X4 <br />2-2X4 <br />1 <br />2 26X <br />8 <br />6X <br />8 <br />6X8 <br />2X <br />8 <br /> <br />R <br />. <br />B <br />. <br />SD2 <br />17 <br />LOW. <br />TYP. <br />A <br />B <br />1 2 <br />SD2 <br />2 <br />SD2 <br />1 <br />SD2 <br />8 <br />5A <br />SD2 <br />RR <br />FO <br />U <br />N <br />D <br />A <br />T <br />I <br />O <br />N <br /> <br />& <br />RO <br />O <br />F <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 />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 PDC <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />N <br />E <br />W <br /> <br />A <br />D <br />U <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 />5 <br />2 <br />2 <br /> <br />S <br /> <br />R <br />o <br />s <br />e <br />w <br />o <br />o <br />d <br /> <br />A <br />v <br />e <br />, <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 />3 <br /> <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 />SHEET NO.: <br />DRAW BY: <br />DUY NGUYEN <br />PLOTE DATE: <br />JOB NO.: 23026 <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 />09/29/2023 <br />08/19/2024 BLDG CMNT. <br />S.1 <br />FOUNDATION PLAN <br />SCALE : 1/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE : 1/4" = 1'-0" <br />SOIL ALLOWABLE DESIGN VALUES IS 1500 PSF <br />1 <br />TYPICAL ROOF SHEATHING DOC PS1 OR DOC PS2. <br />B.N.:8D COMMON NAIL AT 6" O.C. <br />E.N.:8D COMMON NAIL AT 6" O.C. <br />F.N.:8D COMMON NAIL AT 12" O.C. <br />*NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING APPROVED <br />AGENCIES, APA, PFS/TECO OR PITTSBURG. <br />15/32" APA RATED SHEATHING EXP 1 (OR OSB) WITH A MIN. PANEL INDEX OF 32/16. <br />REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE. <br />1 <br />522 S Rosewood Ave & 1127 <br />W Bishop St <br />4/29/2025