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SEE TABLE. <br /> <br />END LENGTH <br />6'-0" <br />* <br />SEE FRAMING PLAN. <br />CONT. JOIST OR BLOCKING,7. <br />OF EDGE NAILING SEE PLAN.BEAM OR JOIST (S), W/ LINE6. <br />5. <br />4. <br />1. <br />2. <br />3. <br />3'-0" <br />3'-0" <br />6'-3" <br />CAPACITY <br />1700# <br />3400# <br />4585# <br />6490#D CMST14 <br />NAIL SIZE AND SPACING <br />BEAM/ JOIST (S). <br />PLAN. <br />FOR CONDITION C &D. <br />MIN. 3 1/2" WIDE MEMBER <br />ROWS OF NAILS.MIN. 1/2" SPACING BETWEEN <br />C CMSTC16 <br />B* (2) CS16 <br />A CS16 <br />STRAP <br />DBL. TOP PLATE. <br />POST OR MULTI STUD, SEE <br />SPACING AND END LENGTH <br />SIMILAR CONDITION (FLUSH <br />SIMPSON STRAP PER TABLE133273 <br />5 <br />6 <br />4 <br />10d BOX AT 3 1/2" <br />10d BOX AT 4 1/2" <br />8d BOX/SINKER AT 4 1/8" <br />8d BOX/SINKER AT 4 1/8" <br />REFER TO 17/SN2 FOR CS16 <br />NAILING PATTERN. <br />- <br />- <br />NOTES: <br />(2) ROWS OF NAILS FOR EA. <br />STRAP. <br />DRAG DETAIL <br />6 3 4 <br />1 <br />PLYWOOD SHEATHING <br />2-16d TOE NAIL EACH RAFTER <br />TYPICAL ROOF RAFTER PER <br />5. <br />6.2 EDGE NAILING <br />3. <br />2. <br />TO RIDGE <br />PLAN <br />1.RIDGE PER PLAN <br />SIMP. ST6236 STRAP @ 48" O.C.,FULLY NAIL STRAP W/ 16d SINKER <br />OR 10 d's COMMON NAILS <br />5 <br />CONNECTION DETAIL <br />2" DEEPER THAN ROOF RATER <br />4. <br />1.BEAM PER PLAN <br />2 <br />3 <br />TYP. @ EACH SIDE OF BEAM <br />O.C. STAGGERED TO POST <br />2X KING STUD W/(3) 16d's TO <br />SIDE OF BEAM & 16d's @ 12" <br />1 <br />2. <br />3. <br />POST PER PLAN <br />BEAM CONNECTION DETAIL <br />CENTER @ PENETRATION <br />ADD (2) #4 X 4' LONG <br />TRENCH PERPENDICULAR TO FOOTING <br />TO FOOTINGSTRENCH PARALLEL <br />FILL <br />COMPACTED <br />4 <br />MI <br />N <br />. <br />MI <br />N <br />. <br />6" <br />6" <br />PROPER SHORING <br />NOTES: <br />RESPONSIBLE FOR <br />CONTRACTOR IS <br />CREATE PIPE SLEEVE 2" <br />LARGER THAN PIPE. <br />LINE. <br />NOT TO EXTEND BELOW THIS <br />BOTTOM OF TRENCH EXCV. <br />PER SOILS REPORT. <br />BACKFILL TRENCH EXCV. <br />FINISH GRADE.4. <br />3. <br />2. <br />1. <br /> TYP. TRENCH @ FOOTINGS D5117 <br />1 3 <br />10'-0" MIN. <br />18" <br />1 <br />2 <br />1 <br />2 <br />2 <br />R <br />WHEN REQUIRED. <br />FOR VERTICAL PIPES:5. <br />2X4 WALLS - MAX. PIPE SIZE IS 3". <br />5 <br />2X6 WALLS - MAX. PIPE SIZE IS 4". <br />- <br />MIN. SPACING OF- <br />OF VERTICAL <br />PENETRATION IS 6". <br />3/4" <br />MIN. <br />Consultant: <br />Address: <br />Address <br />Phone <br />e-mail <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />SHEET NAME <br />DATE <br />DRAWN BY: <br />CHECKED BY: <br />SHEET NUMBER <br />REVISION <br />STAMP <br />PR <br />O <br />J <br />E <br />C <br />T <br />9/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />4 <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />LP <br />07/22/2024 <br />HP <br /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <br />, <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br />Description Date <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 />6 <br /> 2 <br />7 <br />2 <br />6 <br /> <br />S <br />T <br />R <br />A <br />W <br />B <br />E <br />R <br />R <br />Y <br /> <br />L <br />A <br />N <br />E <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 />6 <br />A.B. EDGE DISTANCE <br />'b' = 2 3/4" FOR 2x6 <br />'b' = 1 3/4" FOR 2x4 <br />8" <br />MI <br />N <br />. <br />2" <br />CLR. <br />3" <br />CL <br />R <br />. <br />'b' <br />STUD WALL ON EXT. GRADE BEAM <br />d f <br />e <br />p <br />WEEP SCREED. (MIN. 4" ABOVE GRADE <br />2X STUDS @ 16 " O.C. <br />CONT. REBAR T&B PER TABLE (U.N.O.). <br />INTERIOR FINISH. <br />WHERE INDICATED ON PLANS) <br />W/ 5/8" DIA. ANCHOR BOLTS <br />5" CONC. SLAB W/ #4 BARS <br />a. <br />b. <br />f. <br />e. <br />d. <br />2X P.T.D.F. SILL (USE 3Xc. <br />SLAB. U.N.O. <br />@ 18" O.C. E/W @ MID HT. OF <br />7" EMBEDMENT. (FOR DUAL POUR, THEp. <br />h.EXTERIOR FINISH W/ G.I. BASE <br />r <br />q. PLYWOOD PER PLAN. <br />r. TOP OF NATURAL GRADE OR <br />COMPACT FILL. PRESATURATION TO <br />OR MASA/MASAP. <br />MIN. 10 MIL VAPOR BARRIER WITH OVER <br />JOINTS LAPPED NOT LESS THAN 6 IN. <br />7" EMBEDMENT INTO THE 1st. POUR <br />STARTS FROM THE COLD JOINT). <br />b <br />a <br />c <br />q <br />W <br />D <br />h <br />- VAPOR BARRIER TO HAVE <br />PER MANUF. (U.N.O.). <br />NOTES: <br />USE #4 DOWELS 24" @ 36" O.C. <br />FOOTING DIMENSIONS/REINF. U.N.O. <br /># OF <br />STORIES <br />W <br />WIDTH <br />D <br />DEPTH <br />1 12"24" <br />24" <br />EMBED MIN. 12" ON FIRST POUR <br />FOR DUAL POUR <br />LOWEST ADJACENT GRADE. <br />- "D" IS EMBEDMENT DEPTH BELOW <br />2-#5 TOP & BOTTOM <br />CONTINUOUS <br />REBAR "e" <br />s <br />s. SLAB ON GRADE WHERE OCCURS <br />z <br />t. <br />NOT USED <br />t <br />x. <br />OPTIONAL CURB <br />y. <br />y <br />CONT. #4 REBAR <br />MIN. 6" LAP AT ALL SEAMS <br />x <br />z. <br />3" MIN. <br />1' <br />- <br />0 <br />" <br /> <br />M <br />I <br />N <br />. <br />V <br />@VENEER MATCH ITS THICKNESSv. <br />OR 3-#4 TOP & BOTTOM <br />AGGREGATE <br />110% OF OPTIMUM MOISTURE <br />CONTENT. <br />OVER 4" BASE OF 1/2" OR LARGER CLEAN <br />AND 2" ABOVE PAVE AREAS). <br />4" <br />MI <br />N <br />. <br />3" <br />CLR. <br />3" <br />CL <br />R <br />. <br />"L <br />e <br />" <br />W <br />D <br />INT. BEARING FOOTING <br />a q <br />- SEE DETAIL #1 FOR LEGEND <br />& INFORMATION NOT SHOWN. <br />NOTES: <br />d <br />c <br />e <br />f <br />z <br />NOTE: <br />SEE DETAIL #1 FOR LEGEND & <br />INFORMATION NOT SHOWN <br /> NON-BEARING INTERIOR WALL <br />d 1 a 1.FOR INTERIOR NON-SHEAR WALLS <br />USE SIMPSON PDPAWL-MG SERIES <br />0.157Ø PINS WITH A PENETRATION OF <br />1 1/4" INTO SLAB AT 16" O.C. TO BE <br />INSTALLED IN ACCORDANCE WITH ICC <br />ESR-2138. ACTUAL SLAB THICKNESS <br />TO BE MINIMUM 4". PLATES SMALLER <br />THAN 16" IN LENGTH SHALL HAVE <br />MINIMUM OF TWO FASTENERS. <br />NOTE: <br />INFORMATION NOT SHOWN. <br />SEE DETAIL #1 FOR LEGEND AND <br />2. #3 X 24" DOWELS @ 24" O.C. <br />1. SEE DETAIL #3 <br />HOUSE TO PORCH <br />3" <br />CL <br />R <br />. <br />e <br />r <br />D <br />d <br />2" <br />MI <br />N <br />. <br />PORCH SLAB <br />SLOPE TO DRAIN <br />6" MIN. <br />FINISH <br />GRADE <br />6" <br />MI <br />N <br />. <br />FACE OF STUDS12 <br />W <br />3" <br />CLR <br />4" <br />NOTES: <br />AND INFORMATION NOT SHOWN <br />- SEE DETAIL #1 FOR LEGEND <br />EXTERIORINTERIOR <br />STUD <br />FACE OF <br />SEE PLANS 24" SQ. MIN. <br />SEE PLANS <br />PAD REINFORCEMENT,2. <br />1. <br />COLUMN BASE, SEE PLAN <br />POST IN WALL OR USE <br />1 <br />2 2 <br />d <br />-4x4 POSTS CAN BE REPLACED WITH 2-2x4 <br />AS LONG AS NAILS ARE MAINTAINED WITH <br />MIN. EDGE DISTANCE AS REQUIRED BY THE <br />MANF. SPEC. & S.W. EDGE NAILS STAGG <br />ON BOTH STUDS. <br />3" <br />CL <br />R <br />. <br />SEE PLANS 24" SQ. MIN. <br />FACE OF <br />PAD FOOTING <br />1 <br />1. ROOF SHEATHING. <br />ROOF RAFTER <br />RSRS 03 NAILS AT 6" O.C. <br />B.N. U.N.O. <br />2X FULL HEIGHT BEVELED BLK'G <br />DBL. TOP PLATE OR BEAM. <br />SIMPSON A35 SPACING <br />2. <br />3. <br />4. <br />5. <br />6. <br /> SHEAR TRANSFER DETAIL <br />PER SW SCHEDULE <br />(AT NON-SHEAR WALL, SPACING <br />IS 48" O.C. MAX.). <br />2 <br />3 <br />4 <br />5 <br />6 <br />SHEAR PANEL WHERE OCCURS7. <br />7 <br />11 <br />8. <br />9 <br />2X C.J. WHERE OCCURS. SEE ARCH.9. <br />8 <br />2X STUDS @ 16" O.C. TYP. <br />10 <br />W/ 3-16d EAC. END TO JOISTS <br />2X FASCIA BOARD W/ 3-16d TYP.10. <br />11 <br />5-16d COMMON NAILS TYP.11. <br />@ EA. C.J. TO R.R. <br />9" <br />TYP. <br />HOLDOWN, SEE PLAN <br />FOR TYPE AND <br />LOCATION <br />"L <br />e <br />" <br />9" <br />TYP. <br />SDS SCREW <br />WHERE REQ'D <br />2X OR 2-2X <br />TRIM <br />4X MIN. U.N.O. <br />E.N. TO HOLDOWN <br />SILL PLATE <br />SILL BOLT <br />HOLDOWN <br />ANCHOR <br />SEE SCHEDULE <br />SEE NOTE #3 <br />6" MIN. <br />VARIES <br />SEE MFGR POST <br />WHERE REQ'D <br />CONCRETE <br />CURB <br />FF <br />HOLDOWN ANCHOR <br />SEE SCHEDULE <br />SILL BOLT <br />SILL PLATE <br />HOLDOWN, <br />SEE PLAN FOR <br />TYPE AND <br />LOCATION <br />4x MIN. U.N.O. <br />SEE NOTE #3 <br />6" MIN.4" <br />MI <br />N <br />. <br />VARIES <br />SEE MFGR <br />"L <br />e <br />" <br />"L <br />e <br />" <br />SEE NOTE #3 <br />1 3/4" AT 2x4 STUDS <br />2 3/4" AT 2x6 STUDS <br />INTERIOR WALLA AT CONCRETE CURBB <br />EXTERIOR WALLC INTERIOR WALLD <br />HOLDOWN AND EMBEDMENT SCHEDULE <br />(MIN. 2500 PSI CONCRETE) <br />MODEL NO <br />HDU2-SDS2.5 <br />HDU4-SDS2.5 <br />HDU5-SDS2.5 <br />MINIMUM POST SIZE <br />2-2X (4X @ CORNER) <br />2-2X (4X @ CORNER) <br />2-2X (4X @ CORNER) <br />ANCHOR BOLT <br />SIZE <br />5/8" <br />5/8" <br />5/8" <br />MIN. EMBED <br />"Le" <br />21" <br />18" <br />18" <br />ANCHOR * <br />TYPE <br />SSTB24 <br />SB5/8X24 <br />SB5/8X24 <br />CAPACITY (LBS.) <br />CORNER <br />3325 <br />5730 <br />5730 <br />3325 <br />5730 <br />5730 <br />END <br />* MATERIAL OF SSTB & SB IS ASTM F 1554 GRADE 36 PER ICC ESR-2611 <br />* * NOT APPLICABLE FOR HOLDOWN LOCATION @ CORNER OR END <br />NOTES: <br />1. BOLT HOLD DOWN TO POST PER MFGR, PROVIDE STANDARD CUT WASHERS ON OPPOSITE SIDE <br />OF POST FROM HOLDOWN. POST MAY BE COUNTER SUNK A MAXIMUM OF 12 INCH TO RECESS <br />BOLT AND WASHER. <br /> TYP. HOLDOWN INSTALLATION <br />4" <br />MI <br />N <br />. <br />NOTE: <br />PLYWOOD NOT <br />SHOWN FOR <br />CLARITY <br />NOTES: <br />4x4 POSTS CAN BE REPLACED <br />W/ 2-2x4 AS LONG AS NAILS ARE <br />MAINTAINED W/ MIN. EDGE DISTANCE <br />AS REQUIRED BY THE MANUF. SPEC. <br />BOTH STUDS. <br />- <br />PLAN VIEW <br />SB/SSTB @ CONC. CORNER <br />PLAN VIEW <br />SB/SSTB @ CONC. END <br />85" MIN4 <br />5" MIN. <br />4 16 <br />" <br />RE <br />T <br />U <br />R <br />N <br />7 <br />MI <br />N <br />. <br />& S.W. EDGE NAILS STAGGERED ON <br />- FOR NON-MONO POUR FOUNDATIONS, <br />USE (2) #5 DOWELS PER EACH <br />SB/SSTB BOLTS, PLACED WITHIN 2" <br />18" <br />18 <br />" <br />FROM THE BOLT. <br />TYP. WOOD POST ON SILL PLATER <br />PRESSURE TREATED3. <br />2. <br />1. <br />TOP OF CONC. SLAB <br />POST SEE PLAN FOR SIZE <br />1 <br />2 <br />4 <br />A35 @ EAC. SIDE OR BC PER PLAN4. <br />3 CONT. SILL PLATE <br />CL <br />5 <br />2X WALL STUD5. <br />1 <br />4 <br />5 <br />1.BEAM, SEE PLAN FOR SIZE. <br />DBL. TOP PLATE <br />MULTI-STUD OR POST, SEE PLAN. <br />SIMPSON A34. <br />SILL PLATE. <br />2. <br />3. <br />4. <br />5. <br /> CEILING BEAM DETAILR <br />3 <br />2 <br />STRUCTURAL DETAILS <br />SD1 <br /> CONNECTION AT KING POST <br />14 <br />3 <br />4 <br />5 <br />2 <br />1. <br />2. <br />3. <br />4. <br />5. <br />16d NAILS AT 6" O.C. STAGG. <br />EACH SIDE. <br />2X K. STUD EACH SIDE. <br />ST12 EACH SIDE K. POST TO <br />SUPPORTING BM. AS AN ALT. <br />BM PER PLAN. <br />KING POST. <br />USE 2X K. STUD SIMILAR TO <br />ABOVE. <br /> CONNECTION DETAIL <br />POST W/ SIMPSON ECCQ OR <br />PROVIDE SHIM UNDER AND @THE SIDE OF THE SMALLER <br />BEAM AS REQUIRED. <br />POST W/ SIMPSON CCQ OR <br />ALIGN BEAMS TO RECEIVE <br />ALT. LOCATION OF STRAP <br />ON TOP OF BEAMS. <br />NOTES: <br />-STRAP. <br />2. <br />3. <br />4. <br />CC , SEE PLAN. <br />1. CENTERED SIMPSON ST6236 <br />1 <br />1 <br />2 <br />3 1 <br />433 <br />ECC, SEE PLAN. <br />- <br />MULTI - STUD OR <br />71 <br />1. <br />4. <br />3. <br />2. <br />(2) #4 E/ W PER PLAN. <br /> OF COLUMN BASE.12" 12" THRU STIRRUP <br />#3 MIN. "V" BAR BENT <br />CB/LCB/CBSQ PER PLAN. <br />SIMPSON COLUMN BASE <br />2 <br />WHERE OCCURS. <br />1 <br /> WHERE OCCURS. <br />1" <br />7. <br />6. <br />5 <br />CL <br />R <br />TOP OF CONCRETE SLAB <br />PAD FOOTING PER PLAN. <br />2 <br />PLATE & ANCHOR BOLTS5. <br />3CLR3" <br />3" <br />38" <br /> <br />M <br />I <br />N <br />. <br />4 <br />6 <br />4" <br />3" BATTER <br />SEE PLANS <br />POST PER PLAN. <br />COLUMN BASE DETAIL <br /> SHEAR TRANSFER DETAIL <br />11. <br />8. <br />6. <br />10. <br />9. <br />7. <br />5. <br />3. <br />ROOF SHEATHING W/ LINE OF <br />2X FLAT OUTRIGGERS @ 4'-0" O.C., <br />FOR EAVES UP TO 24" DO NOT <br />4. <br />E.N. @ BLOCKING. <br />1. <br />2. <br />RAFTER WHERE OCCURS TO RUN <br />FOR EAVES UP TO 12" & 2'-0"O.C. <br />OVER CUT. NAIL W/ (2) 16d's @ <br />EACH END. <br />R <br />6 6 <br />1 <br />2-2X TOP PLATES, WHERE OCCURS <br />2X STUDS @ 16" O.C. TYP. <br />3 <br />2 <br />SHEAR PANEL WHERE OCCURS <br />3 10 <br />7 <br />2X BLK'G @ 48" O.C. <br />8 <br />A35 PER SHEAR WALL SCHEDULE <br />9 <br />9 <br />2X C.J./BLK'G WHERE OCCURS. <br />B.N. <br />4 <br />2X FLAT OUTIGGER @ 24" O.C. <br />11 <br />2X FASCIA W/ 2-16d E.N. <br />@ EAC. OUTRIGGER <br />W/ B.N. @ ROOF SHEATHING & <br />W/ 2-16d E.N. @ EAC. END <br />(3) 8d COMMON TOE NAILS TO <br />TOP PLATES <br />OR 48" O.C. @ NON-SHEAR WALL 12 <br />12.PROVIDE 2X BRACING @ 48" O.C. <br />WHEN WALL STUDS ARE NOT <br />CONTINUOUS. <br />1 <br />A B <br />B <br />4 <br />3 <br />1 <br />6 <br />A <br />1 <br />5 <br />4 <br />23 <br />CALIF. FRM'G (PLAN VIEW) <br />CONNECTION DETAIL <br />2x <br />6 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />( <br />U <br />. <br />N <br />. <br />O <br />. <br />) <br />CALIF. FRAM'G. @ RIDGE <br />B.N. <br />MI <br />N <br /> <br />1 <br />2 <br />" <br />1.R/R OR TRUSS PER PLAN. <br />ROOF SHEATHING. <br />MIN. 1X CONT. BOARD W/ <br />(3)16d's TO EACH ROOF <br />FRAMING ELEMENT. <br />2X R/R @ CA. FRAMING. <br />USE 2X4 @ 24" O.C. FOR MAX. <br />SPAN OF 6'-0" & 2X6 @ 24" <br />O.C. FOR MAX. SPAN OF 10'-0". <br />2X6 PURLIN & 2X4 KICKER @ <br />8'-0" O.C. MAX. TO LIMIT <br />R/R SPAN @ CALIF. FRAMING. <br />(1) BAY WIDTH X 30" ACCESS <br />& VENTILATION OPENING PER <br />ARCHITECTURAL. PROVIDE 2X <br />BLKG. & BOUNDARY NAILING <br />OF ROOF SHEATHING AROUND <br />OPENING. <br />2. <br />3. <br />4. <br />5. <br />6. <br />& TOE NAIL W/ (3) 8d's. <br />CC <br />CALIFORNIA FRAMING DETAIL <br /> DRAG DETAIL <br />A CS16 1700# 3'-6" <br />B (2)CS16 3400# 3'-6" <br />END LENGTHSTRAPCAPACITY** <br />OF 8d SINKER NAILS @ <br />4 <br />1 <br />7 1 <br />5 <br />2 <br />62 <br />3 <br />END LENGTH.7. <br />7 <br />CS16 & NAIL W/16d's @ 4" O.C. <br />MEMBER TO RECEIVE 2ND.ADD 2"X4"X48" LONG* <br />STAGGERED TO ROOF <br />TYPICAL ROOF RAFTER <br />WHERE APPLICABLE.ALL BAYS OF BLOCKING. <br />HIP BEAM <br />SEE PLAN FOR NO. OF BAYS <br />2X FLAT BLK'G. W/ E.N. <br />ALONG LINE OF DRAG. <br />DBL. TOP PLATE OR BEAM. <br />ROOF SHEATHING W/ E.N. <br />(MIN. 4 BAYS). <br />6. <br />5. <br />4.2 <br />2. <br />3. <br />7 SIMPSON CS16 W/ (2) ROWS1. <br />* <br />RAFTER/TRUSS TOP CHORD. <br />4 1/8" O.C. CUT TO FIT OVER <br />SIGNED DATE: 2/20/2025 <br />3 <br />3 BLDG PC 3 02/20/25 <br />40*-&/(*/&&33&7*&8 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025