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513 S King St Unit #2 - Plan
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513 S King St Unit #2 - Plan
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Last modified
6/6/2025 1:17:28 PM
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6/6/2025 1:16:59 PM
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101121739
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513 S King St Unit# 2
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PROPOSED FRAMING PLAN2 <br />(E)4x HDR <br />(N)4x4 HDR <br />(N <br />) <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />(N <br />) <br />4 <br />x <br />4 <br /> <br />H <br />D <br />R <br />(N)4x4 HDR <br />(N <br />) <br />4 <br />x <br />6 <br /> <br />H <br />D <br />R <br />1 2 <br />A <br />B <br />2 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />2 <br />L= <br />4 <br />' <br />- <br />0 <br />" <br />L=8'-0" <br />2 <br /> (E) 2x RR <br />@24"O.C <br />(E)4x HDR <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E <br />) <br />4 <br />x <br /> <br />H <br />D <br />R <br />(E)CALI <br />FRAMING <br />(E <br />) <br />2 <br />x <br />R <br />I <br />D <br />G <br />E <br />(N <br />) <br />3 <br />- <br />1 <br />/ <br />2 <br />" <br />x <br />9 <br />- <br />1 <br />/ <br />2 <br />" <br /> <br />2 <br />. <br />0 <br />E <br /> <br />P <br />S <br />L <br /> <br />B <br />E <br />A <br />M <br /> <br />( <br />B <br />- <br />1 <br />) <br /> (E) 2x RR <br />@24"O.C <br />-(N) 2x6 C.J <br />@24"O.C (CJ-1) <br />-(N) 2x6 C.J <br />@24"O.C (CJ-1) <br /> <br />( <br />E <br />) <br /> <br />2 <br />x <br /> <br />R <br />R <br />@2 <br />4 <br />" <br />O <br />. <br />C <br />- <br />(N <br />) <br /> <br />2 <br />x <br />6 <br /> <br />C <br />. <br />J <br />@2 <br />4 <br />" <br />O <br />. <br />C <br /> <br />( <br />C <br />J <br />- <br />1 <br />) <br />8 <br />SD-1 TYP. <br />2 <br />L=4'-0" <br />8 <br />SD-1 <br />TYP. <br />8 <br />SD-1 <br />TYP. <br />9 <br />SD-1 <br />10 <br />SD-1 <br />11 <br />SD-1 (N) <br />4 <br />x <br />4 <br />POS <br />T <br />11 <br />SD-1 (N) <br />4 <br />x <br />4 <br />POS <br />T <br />(N) <br />4 <br />x <br />4 <br />POS <br />T <br />11 <br />SD-1 <br />12 <br />SD-1 (N) <br />4 <br />x <br />4 <br />PO <br />S <br />T <br />(N) <br />S <br />I <br />M <br />P <br />HU4 <br />1 <br />0 <br />12 <br />SD-1 <br />(N) <br />4 <br />x <br />4 <br />PO <br />S <br />T <br />13 <br />SD-1 TYP. <br />14 <br />SD-1 <br />TYP. <br />(E)4x HDR <br />(E)4x HDR <br />(N)3-1/2"x9-1/2" 2.0E PSL BEAM (B-2) <br />FACE NAILS W/ 16D @ 16" O.C. <br />FACE NAILS W/ 3-16D @ 16" O.C. <br />3. SOLE PLATE TO JOIST OR BLK'G <br /> SOLE PLATE TO JOIST OR BLK'G @ BRACED WALL PANELS <br />13. SHEATHING COVERED IN DOC PS-1 & PS-2 <br /> 1/2" AND LESS FOR ROOF & WALL (24/0) <br /> 3/4" W/ T&G FOR SUBFLOOR (40/20) <br />12. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES <br />4. TOP PLATES TO STUD <br />5. STUD TO SOLE PLATE <br />6. DOUBLE STUDS <br />7. DOUBLE TOP PLATES <br /> DOUBLE TOP PLATES, LAP SPLICE 48" MIN. <br />8. RIM JOIST TO TOP PLATES <br />9. CEILING JOIST TO TOP PLATES <br /> CEILING JOIST LAP OVER WALL <br /> CEILING JOIST TO PARALLEL RAFTER <br />10. CONTINUOUS HEADER TO STUD <br />E.N. W/ 8D @ 6" O.C., F.N. W/ 8D @ 12" O.C. U.N.O. <br />E.N. W/ 10D @ 6" O.C., F.N. W/ 10D @ 10" O.C. U.N.O. <br />END NAILS W/ 2-16D <br />TOENAILS W/ 4-8D OR END NAILS W/ 2-16D <br />FACE NAILS W/ 16D @ 24" O.C. <br />FACE NAILS W/ 16D @ 16" O.C. <br />FACE NAILS W/ 8-16D MIN. U.N.O. <br />TOENAILS W/ 8D @ 6" O.C. <br />TOENAILS W/ 3-8D <br />FACE NAILS W/ 3-16D <br />FACE NAILS W/ 5-16D <br />TOENAILS W/ 4-8D <br />NAILING SCHEDULE 2022 <br />2. BRIDGING TO JOIST <br />1. JOIST TO SILL PLATE OR GIRDER <br />CONNECTION <br />TOENAILS EACH END W/ 2-8D <br />TOENAILS W/ 3-8D <br />FASTENING <br />FACE NAILS W/ 3-10D11. COLLAR TIE TO RAFTER <br />TOENAILS W/ 3-8D <br />FRAMING NOTES: <br />1. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE <br />PERPENDICULAR TO SUPPORTS. <br />2. ALL INTERIOR SHEARWALL SHALL EXTEND TO THE ROOF OR FLOOR DIAPHRAGM LEVEL. <br />3. DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS. <br />4. PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. <br />5. TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATES SPLICE WITH MIN. 48" <br />LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE. <br />6. WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH ST6224 U.N.O. <br />7. ALL POSTS SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE SIMPSON "CCQ", "CBSQ" <br />UNLESS SPECIFICALLY DETAILED OTHERWISE. FOR POSTS IN POCKETS AND IN FRAMED WALLS THE COLUMN <br />CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWINGS. ALL FREE STANDING POSTS SHALL <br />USE SIMPSON "CCQ", "ECCQ", AND "CBSQ" CONNECTORS U.N.O. ON PLANS. <br />8. USE SIMPSON "HU"HANGERS ON ALL JOIST OR BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLANS. <br />9. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O., AND SIMPSON "ITT" HANGERS <br />FOR TJI'S U.N.O. <br />10. ALL NON-BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY CEILING <br />JOIST AT EITHER SIDE SHALL BE FRAMED WITH 2x6 STUDS @ 16" O.C. (NOT TO EXCEED 20'-0"). PER TABLE <br />2308.9.1 <br />11. FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPPLE JOISTS; 16d @ 12" O.C. STAGGERED (BOTH SIDES <br />FOR TRIPPLES). FOUR OR MORE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 18" O.C. <br />STAGGERED. RE-TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. <br />TYPICAL ROOF SHEATHING: <br />1/2" SHEATHING, OTHER GRADES COVERED IN <br />DOC PS-1 OR PS-2, MIN PANEL INDEX NO. (24/0) <br />B.N.: 8d @ 6" O.C. <br />E.N.: 8d @ 6" O.C. <br />F.N.: 8d @ 6" O.C. NO BLOCKING, U.N.O. <br />USE COMMON NAILS, U.N.O. <br />TYPICAL FLOOR SHEATHING: <br />3/4" T & G SHEATHING, OTHER GRADES COVERED IN <br />DOC PS-1 OR PS-2, MIN PANEL INDEX NO. (40/20) <br />B.N.: 10d @ 6" O.C. <br />E.N.: 10d @ 6" O.C. <br />F.N.: 10d @ 6" O.C. NO BLOCKING, U.N.O. <br />USE COMMON NAILS, U.N.O. <br />WOOD <br />1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS <br />FIR-LARCH, MAX. MOISTURE CONTENT SHALL NOT EXCEED <br />19%, OF THE FOLLOWING GRADES UNLESS NOTED <br />OTHERWISE: <br />REPETITIVE USE MEMBERS: <br /> STUDS, JOISTS, AND RAFTERS <br /> 2x AND 4x NO. 2 <br />SINGLE USE MEMBERS: <br /> BEAMS <br /> 4x NO. 2 <br /> 6x OR LARGER NO. 1 <br /> POSTS AND MULLIONS <br /> 4x AND SMALLER NO. 2 <br /> 6x AND LARGER NO. 1 <br />MISCELLANEOUS LUMBERS: <br /> BLOCKING, FURRING, ETC. NO. 2 <br /> DECKING AND SHEATHING <br /> 2x, 3x, AND 4x COMM'L DEX. <br />2. ALL STRUCTURAL LUMBER SHALL BE GRADE IN <br />ACCORDANCE WITH GRADING AND DRESSING RULES #16 <br />OF THE WEST COAST LUMBERMAN'S ASSOCIATION. <br />3. ALL STRUCT'S PLYWOOD SHALL BE IN ACCORDANCE <br />WITH P.S. 1-74. <br />MANUFACTURED PRODUCTS <br />1. GLUED-LAMINATED BEAMS DOUGLAS FIR-LARCH <br />INDUSTRIAL APPEARANCE WITHIN EXTERIOR GLUE U.N.O. <br />16F-V3 DF/DF (Fb=1600 psi, Fv=190 psi, E=1.5 E6 psi), <br />24F-V4 DF/DF (Fb=2400 psi, Fv=240 psi, E=1.8 E6 psi), ICC <br />ESR-1940 <br />2. DESIGN VALUES FOR MANUFACTURED PARALLAM PSL <br />SHALL BE MIN. Fb=2900 psi, Fv=290 psi, E=2.0 E6 psi, ICC <br />ESR-1387 <br />3. DESIGN VALUES FOR MANUFACTURED MICROLAM LVL <br />SHALL BE MIN. Fb=2600 psi, Fv=285 psi, E=1.9 E6 psi, ICC <br />ESR-1387 <br />NOTES: <br />1. ALL NAILING SHALL BE COMMON NAILS. <br />2. MAXIMUM STUD SPACING SHALL BE 16" O.C. <br />3. ALL PANEL EDGES SHALL BE BLOCKED. <br />4. FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMING MEMBERS RECIEVING EDGE <br />NAILING FROM ABUTTING PANELS. <br />5. EDGE NAILING ON 3x MEMBERS SHALL BE STAGGERED. <br />6. PLYWOOD FOR HORIZONTAL DIAPHRAGMS SHALL BE MADE WITH EXTERIOR GLUE (SEC. 2305.2.4) <br />7. USE 3"x3"x1/4" CUT PLATE WASHERS AT ALL ANCHOR BOLTS (SEC. 2308.12.8). <br />8. FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED GALVANIZED <br />STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER (SEC. 2304.9.5). <br />9. AT EXISTING FOOTINGS, USE RFB#5x12 HDG-R SIMPSON RETROFIT BOLTS WITH SETXP-EPOXY ICC <br />#ESR-2508. SPECIAL INSPECTION REQUIRED. <br />10. SECOND FIGURE INDICATES WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES <br />OF WALL. <br />11. AT EXISTING CONDITION, 2X SILL PLATE MAY BE USED WITH 3x SILL ADDED AND 5/8" Ø A.B. @ 16" <br />O.C. FOR SHEARWALL #2 ONLY. <br />SHEAR WALL SCHEDULE 2022 <br />Edge <br />Nailing <br />8d @ 6" <br />No.Sheathing <br />15/32" OSB <br />Structural I <br />Sill Plate Nailing <br />To Wood Floor <br />16D @6"O.C <br />Capacity <br />(plf) <br />280 <br />Field <br />Nailing <br />8d @ 6" <br />Connection <br />at Top Plate <br />A-35 @ 24"2x <br />Framing <br />Member <br />Foundation <br />Anchorage <br />5/8" Ø @ 32"1 <br />2 <br />Min. <br />Penetration <br />1-3/8" <br />10d @ 6"34010d @ 6"A-35 @ 16"2x 5/8" Ø @ 24"1-3/8"15/32" OSB <br />Structural I <br />16D @4"O.C <br /> H <br />D <br /> <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />, <br />I <br />N <br />C <br />. <br />De <br />s <br />i <br />g <br />n <br /> <br /> <br />- <br /> <br /> <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br /> <br /> <br />Li <br />c <br />. <br /> <br />B <br />, <br />C <br />1 <br />0 <br /> <br /># <br /> <br />9 <br />3 <br />4 <br />7 <br />4 <br />2 <br />Co <br />m <br />m <br />e <br />r <br />c <br />i <br />a <br />l <br /> <br />- <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br />14 <br />0 <br />2 <br /> <br />N <br /> <br />P <br />a <br />r <br />s <br />o <br />n <br />s <br /> <br />P <br />l <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 />Te <br />l <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />4 <br />9 <br />5 <br />- <br />0 <br />0 <br />5 <br />6 <br /> <br />- <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />h <br />d <br />p <br />c <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />@ <br />y <br />a <br />h <br />o <br />o <br />. <br />c <br />o <br />m <br />Design - <br /> Cons <br />t <br />r <br />u <br />c <br />t <br />i <br />on <br /> <br />hd <br />p <br />GA <br />R <br />A <br />G <br />E <br /> <br />C <br />O <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br /> <br />51 <br />3 <br /> <br />S <br /> <br />K <br />I <br />N <br />G <br /> <br />S <br />T <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 />4 <br />S2 <br />FRAMING <br />PLAN/NOTES <br />2 3 <br />513 S King St Unit <br />#23/19/2025
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