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1333 S Lowell St & #2 - Plan
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1333 S Lowell St & #2 - Plan
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Last modified
7/31/2025 2:20:44 PM
Creation date
6/6/2025 1:18:38 PM
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101120575
Full Address
1333 S Lowell St Unit# 2
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<br />X <br />6 <br /> <br />C <br />J <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />C <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />C <br />J <br /> <br />@ <br />1 <br />6 <br />" <br /> <br />O <br />C <br />4X6 HEADER <br />4X6 HEADER <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X <br />6 <br /> <br />H <br />E <br />A <br />D <br />E <br />R <br />4X6 HEADER <br />4X6 HEADER <br />4 <br />SD1 <br />(N) 6X12 CEILING BEAM <br />9,11 <br />SD1 <br />18 <br />SD1 <br />3 <br />SD2 <br />6 <br />SD1 <br />6 <br />SD1 <br />2 <br />8' <br />- <br />0 <br />" <br />4' <br />- <br />0 <br />" <br />2 <br />2 <br />4'-0" <br />2 <br />4'-0" <br />2 <br />4'-0" <br />2 <br />4'-0" <br />4'-0"4'-0" <br />2 2 <br />(N <br />) <br /> <br />2 <br />X <br />6 <br /> <br />C <br />J <br /> <br 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BOARD <br />PORCH CEILING FINISH: <br />STUCCO FINISH 5 <br />SD2 <br />11 <br />SD1 <br />4X6 POST <br />6x6 <br />POST <br />SHEET NO.: <br />SHEET <br />TITLE: <br />AS SHOWN <br />SCALE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />OC <br />- <br />A <br />D <br />U <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br />S-2 <br />FRAMING PLAN <br />(ADU) <br />08/15/24 <br />13 <br />3 <br />3 <br /> <br />S <br /> <br />L <br />O <br />W <br />E <br />L <br />L <br /> <br />S <br />T <br />, <br />UN <br />I <br />T <br /> <br /># <br />2 <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br />GA <br />R <br />A <br />G <br />E <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />SCALE: 1/4" = 1'-0"1 PROPOSED FRAMING PLAN <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />1. <br />ALL NAILING SHALL BE COMMON NAILS. <br />MAXIMUM STUD SPACING SHALL BE 16" O.C. <br />ALL PANEL EDGES SHALL BE BLOCKED. <br />FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE <br />NAILING FROM ABUTTING PANELS <br />EDGE NAILING ON 3X MEMBERS SHALL BE STAGGERED <br />PLYWOOD FOR FORIZONTAL DIAPRAGHMS SHALL BE MADE WITH EXTERIOR GLUE (CHAPTER 4 CRC) <br />USE 3X3X1/4" CUT PLATE WASHER AT ALL ANCHOR BOLTS SHALL BE PRESSURE TREATED. (CHAPTER <br />4 CRC) <br />FASTENER FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL, <br />STAINLESS STEEL, SILICON BRONZE OR COPPER <br />AT EXISTING FOOTINGS, USE RFB#DX12 HDG-R SIMPSON RETROFIT BOLTS WITH SETXP-EPOXY ICC <br />#ESR-2508. SPECIAL INSPECTION REQUIRED. <br />SECOND-FIGURE INDICATES WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF <br />WALL <br />AT EXISTING CONDITION, 2X SILL PLATE MAY BE USED WITH 3X SILL ADDES AND 5/8" ⌀ A.B. @ 16" <br />O.C. FOR SHEARWALL #2 ONLY. <br />ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LACH, MAX. MOISTURE CONTENT SHALL NOT <br />EXCEED 19% OF THE FOLLOWING FRADES UNLESS NOTED OTHERWISE: <br />REPETITIVE USE MEMBERS: <br />STUDS, JOISTS, AND RAFTERS <br />2X AND 4X NO.2 <br />SINGLE USE MEMBERS: <br />BEAM <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 EX. <br />2.ALL STRUCTURAL LUMBER SHALL BE GRADE IN ACCORDANCE WITH GRADING AND DRESSING RULES <br />#16 OF THE WEST COAST LUMBERMAN'S ASSOCIATION. <br />3.ALL STRUCT'S PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74 <br />MANUFACTURED PRODUCTS <br />1.GLUED-LAMINATED BEAMS DOUGLAS FIR-LACH INDUSTRIAL APPEARANCE WITHIN EXTERIOR GLUE <br />U.N.O. <br />16F-V3 DF/DF (Fb=16000 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 ESR-1940 <br />2.DESIGN VALUES FOR MANUFACTURED PARALLAM PSL SHALL BE MIN. Fb=2900 psi, Fv= 290psi, E=2.0 <br />E6psi, ICC ESR-1387 <br />3.DESIGN VALUES FOR MANUFACTURED MICROLAM LVL SHALL BE MIN. Fb=2600 psi, Fv= 285 psi, E=1.9 <br />E6 psi, ICC ESR-1387 <br />WOOD POSTS EXPOSED TO WEATHER OR WATER SHALL BE 1" ABOVE A SLAB AND 6" ABOVE GRADE <br />OR 8" ABOVE GRADE. [CRC R317.1.4] <br />NOTES: <br />WOOD <br />FRAMING NOTES: <br />1. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL <br />BE PERPENDICULAR TO SUPPORTS <br />ALL INTERIOR SHEARWALL SHALL EXTEND TO THE ROOF OR FLOOD DIAPHRAGM LEVEL <br />DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS <br />PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS. <br />TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATES SPLICE WITH <br />MIN. 48" LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE <br />WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH ST6224 U.N.O. <br />ALL POSTS SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE SIMPSON "CCQ", <br />"CBSQ" UNLESS SPECIFICALLY DETAILED OTHERWISE. FOR POSTS IN POCKES AND IN FRAMED WALLS <br />THE COLUMN CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWINGS. ALL FREE <br />STANDING POSTS SHALL USE SIMPSON "CCQ", "ECCQ" AND "CBSQ" CONNECTORS U.N.O. ON PLANS. <br />USE SIMPSON "HU" HANGERS ON ALL JOIST OR BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON <br />PLANS <br />ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O. AND SIMPSON "ITT" <br />HANGER FOR TJI'S U.N.O. <br />ALL NON-BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY <br />CEILING JOIST AT EITHER SIDE SHALL BE FRAMED WITH 2X6 STUDS @16" O.C. (NOT EXCEED 20'-0") <br />PER CHAPTER 6 CRC <br />FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d @ 12" O.C. STAGGERED (BOTH <br />SIDES FOR TRIPPLES_ FOUR OR MORE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 18" <br />O.C. STAGGERED. RE-TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL. <br />SHEAR WALL SCHEDULE <br />MARK SHEAR (PLF)MATERIAL (1)(6) <br />NAILS AT <br />SPACING <br />OF BN, EN, <br />FN (2) <br />NAILS AT <br />SPACING <br />OF EN, FN <br />(2) <br />TOP PLATE <br />FRAMING <br />CONNECTOR <br />(2) <br />SILL PLATE <br />NAILS TO <br />BLOCKING <br />BELOW (2)(6) <br />ANCHOR <br />B. <br />SPACING <br />1 <br />2 <br />260 <br />380 <br />15/32" CDX (ID# <br />24/0)(ONE SIDE) <br />15/32" CDX (ID# <br />24/0)(ONE SIDE) <br />8d @ 6,6,12 <br />8d @ 4,4,12 <br />8d @ 6:6 <br />8d @ 4:6 <br />A35 @ 24" O.C. <br />OR 16d @ 6" O.C. <br />A35 @ 12" O.C. OR <br />16d @ 6" O.C. <br />16d @ 4" O.C. <br />16d @ 4" O.C. <br />48" <br />36" <br />NOTE ON PLAN:NOTE ON PLAN: <br />WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON <br />CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. <br />ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT <br />ADJOINING PANEL EDGES AND NAILS AT ALL PANELS EDGES SHALL BE STAGGERED. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />NU <br />M <br />B <br />E <br />R <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />1333 S Lowell St & <br />#21/29/2025
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