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HOLD - 1001 N Van Ness Ave - Plan
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Last modified
6/6/2025 1:20:15 PM
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6/6/2025 1:20:02 PM
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Plan
Permit Number
104121580
Full Address
1001 N Van Ness Ave
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REVISION NO. <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />T <br />I <br />T <br />L <br />E <br />JO <br />B <br /> <br />T <br />I <br />T <br />L <br />E <br />DWG. NO. <br />PROJECT NO. <br />JO <br />B <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />DA <br />T <br />E <br />NO <br />. <br />IS <br />S <br />U <br />E <br />D <br />2024-63 <br />DE <br />S <br />I <br />G <br />N <br /> <br />C <br />O <br />N <br />C <br />E <br />P <br />T <br />S <br />SH <br />I <br />V <br /> <br />T <br />A <br />L <br />W <br />A <br />R <br />, <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br /> <br />A <br />I <br />A <br />33 <br />4 <br />0 <br /> <br />R <br />I <br />V <br />E <br />R <br />S <br />I <br />D <br />E <br /> <br />D <br />R <br />. <br /> <br /># <br />M <br />, <br /> <br />C <br />H <br />I <br />N <br />O <br />, <br /> <br />C <br />A <br /> <br /> <br />9 <br />1 <br />7 <br />1 <br />0 <br />TE <br />L <br />: <br /> <br />9 <br />0 <br />9 <br />- <br />5 <br />9 <br />1 <br />- <br />3 <br />9 <br />3 <br />9 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />d <br />s <br />i <br />g <br />n <br />c <br />o <br />n <br />c <br />e <br />p <br />t <br />s <br />@ <br />y <br />a <br />h <br />o <br />o <br />. <br />c <br />o <br />m <br />TH <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />T <br />H <br />E <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />A <br />N <br />D <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />O <br />F <br />TH <br />E <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br />BE <br /> <br />U <br />S <br />E <br />D <br /> <br />O <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br /> <br />W <br />O <br />R <br />K <br />EX <br />C <br />E <br />P <br />T <br /> <br />B <br />Y <br /> <br />A <br />G <br />R <br />E <br />E <br />M <br />E <br />N <br />T <br /> <br />W <br />I <br />T <br />H <br />TH <br />E <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />. <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />T <br />A <br />K <br />E <br />PR <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />V <br />E <br />R <br /> <br />S <br />C <br />A <br />L <br />E <br />D <br />DI <br />M <br />E <br />N <br />S <br />I <br />O <br />N <br />S <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br />VE <br />R <br />I <br />F <br />I <br />E <br />D <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />J <br />O <br />B <br /> <br />S <br />I <br />T <br />E <br />. <br /> <br />A <br />N <br />Y <br />DI <br />S <br />C <br />R <br />E <br />P <br />A <br />N <br />C <br />Y <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />B <br />E <br />BR <br />O <br />U <br />G <br />H <br />T <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br /> <br />O <br />F <br /> <br />T <br />H <br />E <br />AR <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br /> <br />P <br />R <br />I <br />O <br />R <br /> <br />T <br />O <br /> <br />T <br />H <br />E <br />CO <br />M <br />M <br />E <br />N <br />C <br />E <br />M <br />E <br />N <br />T <br /> <br />O <br />F <br /> <br />A <br />N <br />Y <br /> <br />W <br />O <br />R <br />K <br />. <br />7/ <br />1 <br />9 <br />/ <br />2 <br />4 <br />PL <br />A <br />N <br /> <br /> <br />C <br />H <br />E <br />C <br />K <br />1 2 3 4 5 <br />BA <br />L <br />C <br />O <br />N <br />Y <br /> <br />R <br />E <br />P <br />A <br />I <br />R <br /> <br />F <br />O <br />R <br /> <br />U <br />N <br />I <br />T <br /> <br />I <br />10 <br />0 <br />1 <br /> <br />N <br />. <br /> <br />V <br />A <br />N <br /> <br />N <br />E <br />S <br />S <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 />1 <br />S-0 <br />NAILING SCHEDULES <br />FOUNDATION & FRAMING GENERAL NOTES <br />1. HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO <br /> FOUNDATION INSPECTION. <br />2. PLATE WASHERS AND HOLDOWN SHALL BE TIGHTENED JUST PRIOR <br /> TO COVERING THE WALL FRAMING. <br />3. ONLY COMMON NAILS SHALL BE USED FOR ALL PLYWOOD SHEARWALLS <br /> AND DIAPHRAGMS. <br />4. ALL BOLT HOLES SHALL BE DRILLED 1/32" OR 1/16" OVERSIZED. <br />5. ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED BY THE <br /> PROJECT ENGINEER GEOLOGIST AND OR/ PROJECT GEOTECHNICAL <br /> ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. <br />6. FOUNDATION SUPPORTING WOOD SHALL BE 6" MIN. ABOVE ADJACENT <br /> FINISH GRADE/ SURFACE. <br />7. STUDS IN EXTERIOR WALLS OR INTERIOR BEARING PARTITIONS SHALL <br /> BE CUT OR NOTCHED NO MORE THAN 25% OF THE WIDTH. INTERIOR <br /> NON- BEARING PARTITIONS MAY BE NOTCHED 40% OF THE WIDTH - CBC 2320.11.9. <br />8. BORED HOLES IN ANY STUD SHALL BE LIMITED TO 40% OF THEIR <br /> WIDTH AND SHALL BE LOCATED AT LEAST 5/8" FROM THE EDGE OF <br /> THE STUD - CBC 2320.11.10. <br />9. NAILING FOR DIAPHRAMS AND FOR ALL SHEARWALLS SHALL BE <br /> INSPECTED PRIOR TO COVERING. <br />10. SHEARWALLS SHALL RUN CONTINUOUSLY FROM FOUNDATION TO <br /> ROOF / FLOOR FRAMING. <br />11. PLYWOOD SHALL HAVE FRAMING OR BLOCKING AT ALL EDGES OF ALL <br /> SHEETS IN SHEARWALLS - CBC 2315.5. <br />12. STUDS SUPPORTING TWO OR MORE FLOORS AND A ROOF SHALL BE 2x6 OR 3x4. <br />13. ALL MASONRY WALL ANCHOR BOLT EMBEDMENT SHALL BE PER DETAIL. <br />14. USE 2 x STUDS @ ALL JOINTS @ EDGES, STAGGERED NAILING EACH SIDE OF JOINTS. <br />15. USE 2 x SILL PLATES <br />16. ALL SILL PLATES SHALL BE PRE-DRILLED. <br />17. ALL NAILS SHALL BE COMMON NAILS AND STAGGERED NAILS <br /> IF NAIL SPACING IS LESS THAN 2" O.C. <br />18. SQUARE PLATE WASHERS SHALL BE USE WITH ALL ANCHOR BOLTS AND <br /> HOLDOWN BOLTS. <br />19. PLATE WASHER SIZE SHALL BE 3" x 3" x 0.229" CBC 23.08.12.8. <br />20. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT- TREATED WOOD <br /> SHOULD BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, <br /> SILICON BRONZE, OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED <br /> FASTENERS SHALL BE ACCORDANCE WITH ASTM A 153. FASTENINGS FOR <br /> WOOD FOUNDATIONS SHOULD BE AS REQUIRED IN AF&PA TECHNICAL REPORT <br /> NO.7. REVISE SPECIFICATION FOR NAILS AND SCREWS ACCORDINGLY. [CBC 2304.9.5]. <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />HOLD - 1001 N Van Ness <br />Ave3/7/2025
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