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2413 N Poinsettia St - Plan
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Last modified
2/13/2026 5:02:53 AM
Creation date
2/13/2026 5:00:52 AM
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Plan
Permit Number
101122079
Full Address
2413 N Poinsettia St
Street Number
2413
Street Direction
N
Street Name
Poinsettia
Street Suffix
St
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FRAMING <br />DETAILS <br />SD3 <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 1/30/25 <br />2- <br />S <br />T <br />O <br />R <br />Y <br /> <br />A <br />D <br />U <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />DATE: <br />24 <br />1 <br />3 <br /> <br />P <br />O <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br />. <br /> <br />N <br />. <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 />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <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 />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />JOB: R24-0921 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />01 <br />/ <br />3 <br />0 <br />/ <br />2 <br />0 <br />2 <br />5 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br />21 <br />22 <br />24 <br />29 <br />32 <br />33 <br />34 <br />35 <br />36 <br />31 <br />25 <br />28 <br />27 23 <br />FLOOR JOIST TO EXISTING WALL & RAFTERS <br />1.2X STUDS @ 16" O.C. <br />2.2X BLK'G W/ (2) #14 WOOD <br />SCREWS @ EACH STUD <br />3.[E] ROOF FRAMING, <br />RAFTERS TO STILL BE <br />BEARING ON EXISTING <br />DBL. TOP PLATE <br />4.[E] DBL. TOP PLATE <br />5.2X BLK'G <br />6.SIMPS. A35(OR LTP4), SEE <br />SHEAR WALL SCHEDULE <br />7.FLOOR JOIST <br />8.FASTENER & SILL PER <br />SHEAR WALL SCHEDULE <br />9.SHEAR WALL AS OCCURS <br />1 <br />2 <br />4 <br />3 <br />B. <br />N <br />. <br />5 <br />6 <br />E.N. <br />7 <br />8 <br />9 <br />9 <br />E.N. <br />4 <br />6 <br />B.N. <br />5 <br />CALIFORNIA FRAMING <br />3 <br />1 <br />2 <br />1.RAFTERS PER PLAN <br />2.ROOF SHEATHING <br />3.2x RIDGE BOARD <br />4.CALIFORNIA FRAMING <br />5.2X CONT. W/ 2-16d @ EACH RAFTER <br />6.FRAMING PER PLAN <br />7.2x @ SLEEPER <br />7 <br />4 <br />B.N.B.N. <br />STRAP - POST TO POST <br />1 <br />2 <br />4 <br />6 <br />1 <br />7 <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />3 5 <br />A CS16 11 2" (10) 10d 1705# 11" <br />B CS14 11 2" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4690# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />1.POST PER PLAN <br />2.SILL PLATE, SEE <br />SHEAR WALL <br />SCHEDULE <br />3.JOIST PER PLAN <br />4.DBL. TOP PLATE <br />5.4X BLK'G TO MATCH <br />POST ABOVE <br />6.2X RIM BLK'G <br />7.STRAP PER TABLE <br />STRAP - POST TO BEAM <br />1 <br />4 <br />2 <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />5 <br />3 <br />A CS16 11 <br />2" (10) 10d 1705# 11" <br />B (2) CS16 3" (10) 10d 3410# 11" <br />C (3) CS16 41 2" (10) 10d 5115# 11" <br />D (4) CS16 6"(10) 10d 6820# 11" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />1.POST PER PLAN <br />2.STRAP PER TABLE <br />3.BEAM PER PLAN, MIN 11 1/4" DEPTH <br />4.SILL PLATE <br />5.JOIST PER PLAN <br />ALT. CONDITION <br />A A <br />26" MIN. <br />PLAN VIEW A-A <br />EQ <br />EQ <br />1" <br />MIN. <br />16" <br />42 <br />" <br /> <br />M <br />A <br />X <br />. <br />1 1/4" TYP. <br />2 1/2" MIN. TYP. <br />1"1"1 1/2" <br />10 <br />" <br />MI <br />N <br />. <br />EQTYP <br />3 1/4" <br />MIN.2 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />1 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />PLAN VIEW B-B <br />SECTION C-C <br />EQ <br />. <br />TY <br />P <br />6"MIN. <br />B B <br />C <br />C <br />NEWEL POST <br />AT STRINGER <br />1.4X4 MIN.(D.F.#2) NEWEL POST. <br />2.PLYWOOD TREADS. <br />3.STRINGER PER DET 10/SD3. <br />4.1/4"ØX5" LAG SCREWS FROM STRINGER TO <br />NEWEL POST (4) TOTAL W/ PLATE <br />WASHER 1 1/4" SQ. X 3/16" THK. <br />5.(2) 2X4 FLAT BLOCKING TOP & BOTTOM <br />OF STRINGER (4) TOTAL. <br />6.1/4"ØX5" LAG SCREWS FROM STRINGERS' <br />TOP & BOTTOM TO 2X4 FLAT BLOCKINGS <br />(8) TOTAL WITH PLATE WASHER 1 1/4" <br />SQ.X3/16" THK. <br />7.INFILL BLK'G BETWEEN NEWEL POSTS. <br />8.(3) 10d NAILS EQUALLY SPACED EA. <br />TREAD TO STRINGER (6) TOTAL. <br />9.BALUSTER PER ARCHITECT'S DETAIL. <br />CONNECTIONS BY OTHERS (PER MANUF). <br />10.(2) H2.5A T&B NEWEL POST TO PERIMETER <br />BM. <br />11.A35 BOTH FACES OF NEWEL POST TO <br />PERIMETER BEAM. <br />12.PERIMETER BEAM/RIM JOIST PER PLAN. <br />13.CS20 WRAP AROUND TOP & BOTTOM OF <br />PERIMETER BEAM & 4X4 ADD-ON AND W/ <br />(2) ROWS OF 10d COMMON NAILS @ 2 1/16" <br />O.C. ENTIRE LENGTH. MIN. 16" END <br />LENGTH. <br />14.4X4 ADD-ON W/ (9) 16d COM. NAILS @ TOP <br />& BOTT. OF FLOOR JOIST. INSTALL FACE <br />NAILS FROM FLOOR JOIST TO 4X4 ADD-ON. <br />15.7/16" DIA. X 4" LONG LAG SCREW WITH <br />WASHER @ 48" O.C. MAX. THROUGH DRY <br />WALL OR PER HANDRAIL <br />MANUFACTURER SPEC. <br />16.DOUBLE 2X STUDS/4X4 POST @ 4'-0" O.C. <br />MAX. <br />17.4X4 BLOCKING @ 4'-0" O.C. MAX. W/ (6) 16d <br />SINKER TOE NAILS @ EA. END. (3) TOP & <br />(3) BOTTOM. <br />18.(2) 16d SINKER NAILS EACH SIDE OF <br />DOUBLE STUDS (4) TOTAL. <br />19.FLR. JOIST W/ B.N. ALONG JOIST LENGTH. <br />20.(2) H2.5A PERIMETER MBR. T&B TO THE <br />IMMEDIATE (DBL) ADJACENT FLOOR <br />JOISTS (4) TOTAL @ EA. DBL. STUD <br />LOCATION. <br />21.(2) CS16 BOTH EDGES OF STUDS/4X4 (4) <br />TOTAL. NAIL ALL HOLES W/ 16d COMMON <br />NAILS & SLIT CUT SHEATHING FOR STRAP <br />INSTALLATION. <br />22.4X NOMINAL (MIN.) FULL DEPTH <br />PERIMETER MEMBER. ALT., PROVIDE <br />DOUBLE RIM JOISTS W/ PLYWOOD SHIM IN <br />BETWEEN. <br />23.(2) 16d TOE NAILS EA. SIDE OF DBL. STUDS <br />TOP & BOTTOM. <br />24.DBL. 2X PLATES W/ (2) ROWS OF 10d NAILS <br />@ 12" O.C. STAGG. <br />25.HANDRAIL BRACKET PER MANUF. <br />26.2X ADD-ON W/ (2) ROWS OF 10d FACE <br />NAILS @ 8" O.C. TO FLOOR JOIST <br />IMMEDIATELY ADJACENT TO (DBL) 2X4 <br />STUDS. <br />HAND/GUARD RAIL <br />24 <br />23 <br />16 <br />23 <br />2018 <br />21 <br />26 <br />22 <br />14 <br />19 <br />12 <br />11 <br />7 <br />10 <br />9 <br />13 <br />17 <br />15 <br />25 <br />1 <br />14 <br />19 <br />7 <br />1 <br />12 <br />16 <br />4 <br />8 <br />5 <br />6 <br />2 <br />1 6 <br />7 <br />3 <br />NOTE: <br />ALTERNATE TO 1/4"ØX5" LAG SCREWS SIMPSON <br />1/4"Ø x 6" SDS SCREWS CAN BE USED. A 3/4" THK <br />FULL BEARING PLYWOOD SHIM IS REQUIRED <br />BETWEEN PLATE WASHER & STRINGER FOR SDS <br />SCREWS TO NEWEL POST. <br />12 <br />7 <br />11 <br />1 <br />5 <br />7 <br />6 <br />9 <br />5 <br />10 <br />13 <br />2 <br />3 <br />4 <br />4 <br />2 <br />8 <br />12'-0" <br />10'-0" <br />8'-0" <br />18'-0" <br />2X16 ALL <br />2X14 ALL <br />2X12 ALL <br />2X16 @ EDGE <br />(2)2X16 @ INTERIOR <br />STRINGERS @ 16" O.C. <br />SPAN <br />MAX. <br />STAIR CASE <br />1.SEE TABLE. SPANS ARE HORIZONTAL <br />PROJECTION LENGTH. (ALT. LSL STRINGERS <br />OF THE SAME SIZES W/ Fb = 1700 PSI (MIN), Fv <br />= 400 PSI (MIN), & E =1.3X106 PSI (MIN) CAN BE <br />USED.) <br />2.PLYWOOD TREADS & RISERS (MIN. 3/4"). <br />3.2X4 P.T. PLATE ANCHORED WITH SIMP. <br />PHNW-72 SHOT PINS 0.145Ø W/ 3/4" MIN. <br />EMBED INTO CONC @ 24" O.C. MAX. SECURE <br />STRINGER TO 2X4 PLATE W/ (3) 16d TOE <br />NAILS. <br />4.PER ARCHITECTURAL. <br />5.PLYWOOD SUBFLOOR. PRESSURE TREATED <br />PLYWOOD FOR EXTERIOR STAIRS <br />6.SIMPSON THA213, ALT. (1) A35 EA. SIDE UP <br />TO MAX. 12'-0" SPAN*. USE THA218 / THA218-2 <br />FOR 2X16 / (2) 2X16. . <br />7.DOUBLE JOIST OR HEADER. <br />8.SIMP. A35 @ EACH STRINGERS <br />9.CONT. 2X PLATE W/ 16d NAILS @ 8" O.C. <br />10.DBL. JOIST OR BLOCKING <br />11.5 1/4" MIN. FOR 2x12, 7 1/4" MIN. FOR 2x14 & 9 <br />1/4" FOR 2X16 @ NOTCH. NO OVERCUT. <br />12.2X6 LEDGER W/ (4) 16d NAILS PER STUD @ <br />WALL CONDITION. <br />13.PRESSURE TREATED PLYWOOD SHIM W/ MIN. <br />(2) SIMP. PHNW-72 SHOT PINS 0.145Ø W/ 3/4" <br />MIN. EMBED INTO CONCRETE. 22GA SHEET <br />METAL OR WATER PROOF MEMBRANE CAN <br />BE USED AS AN ALTERNATE. <br />7.25" <br />5.25" <br />9.25" <br />9.25" <br />9.25" <br />MIN. DEPTH @ NOTCH <br />SIMP. A35, (2) <br />@ EACH SIDE <br />3 <br />16 STEEL PLATE <br />PER MANU. W/ (6) <br />1/4"X6" SDS <br />SCREWS <br />6X BLK'G <br />42 <br />" <br /> <br />M <br />I <br />N <br />. <br />DBL. TOP PLATE <br />1 1 <br />2" X 1 1 <br />2" IRON <br />POST PER <br />MANUFACTURE, <br />48" O.C. MAX. <br />A - SIDE B - FRONT <br />C - PLAND - ENLARGED <br />PLAN <br />FLOOR JOIST <br />PER PLAN <br />FLOOR JOIST <br />PER PLAN <br />4X RIM <br />BEAM <br />SHEATHING <br />PER PLAN <br />GUARD RAIL DETAIL <br />1/8 <br />2x BLK'G <br />1 <br />2" <br />1 <br />2" <br />31 <br />2" <br />1 <br />2" <br />1 <br />2" <br />21 <br />2" <br />4" <br />1 2"1 2" <br />4"X3.5"X 3 <br />16" STEEL PLATE <br />11 2"112" <br />1 <br />7 10 <br />8 <br />10 <br />11 <br />7 <br />1 <br />8 <br />10 <br />11 <br />7 <br />1 <br />9 <br />9 <br />END <br />L <br />E <br />N <br />G <br />T <br />H <br />ENDLENG <br />T <br />H <br />3 <br />4 <br />1 <br />2 45 <br />END <br />LENGTH <br />1 7 <br />8 <br />6 <br />A CS16 112" (10) 10d 1705# 11" <br />B CS14 112" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4690# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />(5) 10d 8"3 <br />(6) 10d 9"4 <br />(11) 12d 10"8 <br />(13) 16d 14"10 <br />(18) 16d 18"15 <br />MINIMUM FASTENERS <br />PER SPLICE <br />MIN. SPLICE <br />LENGTH <br /># OF A35 W/ <br />BLK'G @ TOP <br />PLATE <br />DRAG DETAILS <br />1 <br />2 <br />4 <br />12 <br />7 <br />1.STRAP, SEE TABLE BELOW <br />2.DRAG BLK'G, SEE PLAN FOR DRAG LENGTH <br />AND TABLE FOR BLK'G THICKNESS REQ'D <br />3.ROOF SHT'G. W/ E.N. ALONG LINE OF DRAG <br />4.JOIST/RAFTER PER PLAN <br />5.HIP BM. OR TOP CHORD OF HIP TRUSS <br />6.2X @ 48" O.C., BOTH SIDES OF JOIST <br />7.DBL. TOP PLATE OR BEAM <br />8.BEAM PER PLAN <br />9.SIMPSON EPC, U.N.O. <br />10.POST PER PLAN <br />11.2X STUD <br />12.FULL DEPTH BLK'G W/ A35, SEE TABLE FOR <br />MIN. REQ'D PER STRAP. <br />13.LUS/HU HANGER PER FRAMING PLAN <br />NOTES <br />14.VALLEY BEAM <br />15.FULL DEPTH DRAG BLK'G <br />16.2x STUD W/ 16d @ 12" O.C. <br />DRAG BLK'G TO TOP PLATE <br />DRAG BEAM TO TOP PLATEDRAG RAFTER TO TOP PLATE <br />2 <br />DRAG TOP PLATE TO TOP PLATE <br />8 <br />13 <br />86 <br />END LENGTH <br />CLEAR <br />SPAN <br />END LENGTH <br />4 46 <br />1 13 <br />DRAG BEAM TO BEAM <br />4 6 <br />14 <br />15 <br />4 <br />1 <br />HIP - DRAG RAFTER TO BLK'G <br />VALLEY - DRAG RAFTER TO BLK'G <br />16 <br />16 <br />SHEAR TRANSFER <br />1.FLOOR SHEATHING <br />2.BEAM PER PLAN <br />3.2X BLK'G W/ 16d @ 6" O.C. <br />4.SHEAR WALL WHERE OCCURS <br />5.2X STUD WALL <br />6.SIMP. LUS HANGER <br />7.SILL AND FASTENER PER SHEAR WALL SCHEDULE <br />8.DECK JOIST PER PLAN <br />9.FLOOR JOIST PER PLAN <br />10.SHAPED NAILER AS NEEDED TO BE FLUSH WITH <br />FLOOR JOIST W/ 16d @ 6" O.C. <br />2 <br />1 <br />X <br />4 <br />5 <br />6 <br />8 <br />B. <br />N <br />. <br />3 <br />E.N. <br />7 <br />6 <br />1 <br />9 <br />10 <br />NOTES: <br />1.STRAP NAILING AT BLOCKING <br />TO BE @ 4" O.C. MAX., MIN. 3 <br />PER BLK'G <br />1.JOIST/RAFTER PER PLAN <br />2.BLK'G, SEE TABLE BELOW FOR MIN. THICKNESS <br />3.TOP PLATE OR BEAM PER PLAN <br />4.2X STUD WALL <br />5.STRAP, SEE TABLE BELOW <br />6.SIMP. A34 W/ #9 x 1-1/2" SDS SCREWS, BOTH SIDES <br />BALLOON FRAMING DRAG DETAIL <br />A CS16 11 2" (10) 10d 1705# 11" <br />B CS14 11 2" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4690# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />(5) 10d 8" <br />(6) 10d 9" <br />(11) 12d 10" <br />(13) 16d 14" <br />(18) 16d 18" <br />MINIMUM FASTENERS <br />PER SPLICE <br />MIN. SPLICE <br />LENGTH <br />1 <br />2 <br />3 <br />4 <br />2 <br />4 <br />6 <br />2 <br />4 <br />3 <br />1 <br />POST TO BEAM <br />1.BEAM PER PLAN <br />2.SIMP. ECCQ <br />3.POST PER PLAN <br />4.SIMP. CCQ <br />5.SIMP. CCTQ <br />6.SIMP. ECCLLQ <br />7.SIMP. ECCLRQ <br />5 <br />3 <br />1 <br />6 <br />3 <br />1 <br />7 <br />3 <br />1 <br />KING POST DETAIL <br />1 <br />3 <br />5 <br />4 <br />2 <br />1.BEAM OR POST PER PLAN <br />2.(4) SIMP. A35 <br />3.4X POST <br />4.(2) SIMP. A35 <br />5.HEADER PER PLAN <br />KNEE BRACE <br />11 2" <br />MIN. <br />21 2" <br />MIN.11 2" <br />MIN. <br />A - FACE VIEW <br />1.BEAM PER PLAN <br />2.SIMP. ECCQ <br />3.SIMP. CCQ <br />4.6x6 KNEE-BRACE <br />5.(2) 1/4"Ø LAG SCREWS W/ MIN. 4.5" EMBEDMENT <br />6.COLUMN PER PLAN <br />5 <br />5 <br />4 <br />1 <br />6 <br />2'-0" <br />2' <br />- <br />0 <br />" <br />2" <br />MI <br />N <br />. <br />2" <br />MIN. <br />3 <br />A <br />55 <br />4 <br />1 <br />6 <br />2'-0" <br />2' <br />- <br />0 <br />" <br />2" <br />MI <br />N <br />. <br />2" <br />MIN. <br />2 <br />6 <br />A <br />5 <br />6 <br />3 <br />8 <br />1 <br />4 <br />B.N. <br />2 <br />SHEAR TRANSFER <br />1.(E) RAFTER <br />2.ROOF SHEATHING <br />3.LTP4 (OR A35), SEE SHEAR WALL <br />SCHEDULE <br />4.SHEAR WALL AS OCCURS <br />5.(8) 10d NAILS <br />6.DBL. TOP PLATE <br />7.BEAM AS OCCURS <br />8.(E) CEILING JOIST <br />9.LEDGER PER PLAN, (3) 1/4" SDS WOOD <br />SCREWS PER STUD, 2.5" MIN. <br />EMBEDMENT. PROVIDE SIMP. MST48 @ <br />BREAKS <br />10.(2) 16d SINKER NAILS @ EACH 2X4 FLAT <br />11.2X FULL DEPTH BLOCKING @ 48" O.C. <br />BETWEEN LEDGER & 1ST RAFTER <br />BOUNDARY NAIL <br />12.ROOF RAFTER PER PLAN <br />E.N. <br />B. <br />N <br />. <br />9 <br />2 <br />10 <br />11 <br />E.N. <br />7 <br />12
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