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STRAP SCHEDULE <br />SIMPSON STRAP MIN BEAM/JOIST WIDTH END LENGTH <br />A (1) CS16 2x 18" <br />(2) CS16 2-2x OR 3x 18" <br />C 24" <br />CMST14 4x 36" <br />1700# <br />3400# <br />4585# <br />6490# <br />CAPACITY <br />TO RECEIVE STRAP <br />MARK <br />D <br />B <br />FLUSH BEAM CONDITION <br />FLUSH BEAM/JOIST(S) <br />W/ LINE OF E.N. PER PLAN <br />POST OR MULTISTUD <br />PER PLAN <br />DBL. TOP PL. <br />CONT. BEAM/BLK'G <br />PER FRAMING PLAN <br />EQ.EQ. <br />STUD <br />SIMPSON STRAP <br />PER SCHEDULE <br />NOTE: PROVIDE FULL NAILING PER MANUF. TO DEVELOP FULL CAPACITY OF THE STRAP. <br />DRAG STRAP AT WALL END <br />DROP BEAM CONDITION <br />DROP BEAM PER PLAN <br />POST OR MULTISTUDS <br />PER PLAN <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />DBL. TOP PL. <br />STUD <br />ALT. STRAP <br />LOCATION <br />2-2x OR 3x(2) CS14 <br />ROOF SHEATHING <br />DBL. GIRDER TRUSS OR <br />BEAM OFFSET FROM <br />CORNER <br />TYP. TRUSSES <br />HANGING FROM <br /> GIRDER TRUSS <br />SIMP. STRAP OVER WALL <br />AND UNDER ALL BAYS <br />OF BLK'G. PER PLAN (MIN. <br />(4) BAYS) W/ MIN. (3) <br />NAILS TOEACH BLK. USE <br />(2) ROWS OF NAILS EA. <br />STRAP (NAIL SIZE PER <br />SIMP. CATALOG) <br />SCAB BLOCKING TO OFFSET TRUSS <br />END LENGTH <br />1-1/2" <br />TYPICAL TRUSSES <br />BEARING ON WALL <br />BEVELED BLK'G. <br />W/ E.N. <br />BOTTOM VIEW <br />BOTTOM VIEW BOTTOM VIEW <br />SIDE VIEW <br />SIDE VIEW <br />SIDE VIEW <br />WALL STUDS <br />EN <br />D <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />SIMP. SDS25500 <br />@ 4.5" O.C., STAGG. <br />TYP. TRUSSES <br />BEARING ON WALL <br />STRAP SCHEDULE <br />SIMPSON STRAP END LENGTH <br />A CS16 18" <br />B (2) CS16 18" <br />C (2) CS14 24" <br />1705# <br />3410# <br />4690# <br />CAPACITYMARK <br />TYPE <br />NOTES: <br />1.PROVIDE FULL NAILING PER MANUF. ON END LENGTH SIDE <br />(I.E. ALL HOLES; ONLY HALF OF TOTAL # OF NAILS ARE <br />REQ'D AT EACH END LENGTH). <br />2. AT MARK C & D WIDTH OF BLK'G. SHALL BE 3-1/2". <br />3. AT MARK B USE DBL. 2x BLK'G. IN CASE TRUSS OFFSET <br />4. AT MARK B PROVIDE ONE PIECE OF 2x4 x 4 FT LONG <br />MEMBER SISTERED TO DRAG TRUSS PER SECTION A-A IN <br />CASE TRUSS IN LINEDCMST1436"6475# <br />DBL. GIRDER <br />TRUSS OR <br />BEAM OFFSET <br />FROM CORNER <br />DRAG TRUSS AT WALL <br />ROOF SHEATHING <br />TYP. TRUSSES <br />BEARING ON WALL <br />END LENGTH END LENGTH <br />DRAG TRUSS (ES) <br />W/ LINE OF E.N. <br />SIMP. STRAP <br />PER SCHEDULE <br />SEE NOTE 2 AND 3 <br />FOR CONDITIONS B, <br />C AND D. <br />A <br />SIMPSON <br />SDS25300 <br />@4" o.c. <br />2x4 DRAG MEMBER <br />OR DRAG TRUSS <br />BOT. CHORD (SEE <br />NOTES 2 & 3) <br />BN <br />SECTION A-A <br />SIDE VIEW <br />A <br />ALTERNATE 1: TRUSS IN LINE <br />ALTERNATE 1: OFFSET TRUSS <br />STRAP PER <br />MARK B&C <br />B.N. <br />GABLE END SHEAR TRUSS <br />SEE PLAN FOR REQ'D SHEAR <br />TRANSFER LOAD FROM TOP <br />CHORD TO BOTT. CHORD <br />8d COM TOE <br />NAILS @ 6" O.C. <br />SIMP. FRAMING CLIP PER <br />SW SCHEDULE (AT <br />NON-SHEAR WALL, USE LTP4 <br />@ 48" O.C. MAX.). NOT REQ'D <br />IF PLYWOOD IS E.N. TO <br />BOTT. CHORD OF TRUSS. <br />SHEAR PANEL PER PLAN <br />WHERE OCCURS <br />(1) 2x4 @ 6'-0" O.C. OR <br />(2) 2x4 BRACE @ 8'-0" O.C. <br />UP TO A MAX. PLATE HEIGHT <br />OF 14 FT (NOTE 3). <br />40 <br />° <br />- <br />5 <br />0 <br />° <br />2x4 BLK'G. W/E.N. TO <br />ROOF SHEATHING @ <br />EA. BRACE <br />ROOF SHEATHING <br />H2.5A <br />EA. BRACE <br />48 <br />" <br /> <br />M <br />A <br />X <br />. <br />(3) 16d's BLK'G. <br />TO TRUSS TOP <br />CHORD <br />(6) 16d's EA. <br />BRACE TO BLK'G. <br />CONT. 2x4 LATERAL <br />BRACING W/3-16d TO <br />EACH BRACE WHERE BRACE <br />LENGTH IS MORE THAN 6FT <br />6" <br />MAX. <br />NOTES: <br />1.INTERSECTING PERPENDICULAR WALLS MAY REPLACE DIAGONAL BRACES. <br />2.AT HEAVY ROOF COVERS (CONCRETE/CLAY TILES) NAIL BRACES TO BLOCKS <br />AFTER APPLICATION OF ROOF COVER TO AVOID UNEVEN ROOF DEFLECTION. <br />3.FOR TOP PLATE HEIGHTS BETWEEN 14FT TO 20FT MAX. USE 2x6 DIAGONAL <br />BRACES. <br />GABLE END TRUSS SHEAR TRANSFER <br />2x FASCIA BOARD <br />WHERE OCCURS <br />B.N. <br />NOTCH TRUSS TOP CHORD <br />@ OUTRIGGER, DO NOT OVERCUT. <br />GABLE END SHEAR TRUSS <br />SEE PLAN FOR REQ'D SHEAR <br />TRANSFER LOAD FROM TOP <br />CHORD TO BOTT. CHORD <br />SHIM AS REQ'D. <br />8d's TOE NAILS <br />@ 6" O.C. <br />SIMP. FRAMING CLIP PER SW <br />SCHEDULE (AT NON-SHEAR WALL, <br />USE LTP4 @ 48" O.C. MAX.). <br />NOT REQ'D IF PLYWOOD IS E.N. <br />TO BOTT. CHORD OF TRUSS. <br />SHEAR PANEL PER PLAN <br />WHERE OCCURS <br />ROOF SHEATHING W/ <br />LINE OF E.N. @ <br />OUTRIGGER <br />2x4 FLAT OUTRIGGERS @ 24" O.C. <br />(2) 16ds' EA. END, TYP. <br />(2) 16d's EA. <br />TRUSS, TYP. <br />2x4 FLAT STRONG BACK <br />PASSING OVER 4 ROOF <br />TRUSSES OR AS REQ'D BY <br />TRUSS MANUF. <br />18" MAX. <br />(PER ARCH.) <br />18" MAX. <br />(PER ARCH.) <br />24" MIN. <br />B.N. <br />(2) 16d's TO <br />EA. OUTRIGGER <br />SHEAR WALL <br />PER PLAN <br />BALLOON <br />FRAMED <br />STUDS <br />TYPICAL TRUSS <br />PER PLAN <br />(2) 16d's PER <br />CONNECTION <br />2x4 FLAT OUTRIGGER <br />@ 24" O.C. <br />ROOF SHEATHING <br />2x FLAT BLOCKS W/ <br />16d's @ 4" O.C. TO <br />PLATE BELOW. <br />2x FASCIA BOARD E.N. <br />CONDITION III-SHEAR TRANSFER WITH BRACING <br />CONDITION II-SHEAR TRANSFER W/EAVE <br />CONDITION I <br />CONDITION III-SHEAR TRANSFER THROUGH BLOCKING <br />AT FULL HEIGHT WALL <br />SHEAR PANEL SEE <br />PLAN FOR TYPE <br />4" MAX. <br />OFFSET <br />2x8 (MAX.) NAILER W/ 10d <br />COMMON NAILS TO PLATE & <br />TRUSS. USE SAME SPACING <br />AS EDGE NAILS OF SW TYPE <br />BELOW <br />SHEAR TRUSS SEE PLAN FOR <br />REQ'D SHEAR TRANSFER LOAD <br />FROM TOP CHORD TO BOTT. <br />CHORD <br />ROOF SHEATHING <br />PER PLAN (SEE S-0.10) <br />(6) 16d's @ <br />BRACE TO <br />BLK'G. <br />2x4 BLK'G. <br />W/E.N. TO ROOF <br />SHEATHING <br />@ E.A. BRACE <br />2x4 BRACE AT <br />END OF DOUBLE <br />SIDED SHEAR <br />WALLS (SEE NOTE) <br />NOTE: BRACES ARE NOT REQ'D FOR SINGLE SIDED SHEAR WALL. <br />SIMP. A34 <br />AT BRACING <br />B.N.ROOF SHEATHING <br />PER PLAN (SEE S-0.10) <br />A35'S PER SHEAR WALL <br />SCHEDULE (AT NON-SHEAR <br />WALL. @ 48" O.C. MAX.). <br />CONNECT AFTER <br />ROOF CONSTRUCTION <br />B.N.ROOF SHEATHING <br />PER PLAN (SEE S-0.10) <br />TYPICAL <br />TRUSS <br />SHEAR PANEL <br />SEE PLAN <br />FOR TYPE <br />E.N. <br />E.N. <br />SHEAR PANEL <br />SEE PLAN <br />FOR TYPE <br />SHEAR TRUSS PER PLAN <br />SEE PLAN FOR REQ'D SHEAR <br />TRANSFER LOAD FROM TOP <br />CHORD TO BOTT. CHORD <br />CONDITION 1: ALIGNED TRUSS <br />CONDITION 2: OFFSET TRUSS <br />SIMP. FRAMING CLIP PER <br />SHEAR WALL SCHEDULE <br />(AT NON-SHEAR WALL <br />@48" O.C. MAX.) <br />INTERIOR SHEAR TRANSFER <br />B.N. <br />SIMPSON <br />STRAP PER <br />SCHEDULE <br />BEAM PER PLAN <br />POST PER PLAN <br />STRAP SCHEDULE <br />STRAP END LENGTH <br />A ST12 6" <br />B ST18 9" <br />C ST6215 8" <br />- <br />2900# <br />5600# <br />CAPACITYMARK <br />EA. SIDE <br />END VIEWISOMETRIC VIEW <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 />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />NOTES: <br />1.ADD SHIMS EA. SIDE WHERE BEAM & POST <br />WIDTH ARE DIFFERENT (MIN. 10D PENETRATION <br />INTO MAIN MEMBER IS REQ'D, WHERE "D" IS <br />THE SHANK DIAMETER OF NAIL) <br />2.PROVIDE FULL NAILING PER MANUF. <br />REQUIREMENTS. <br />3.INCREASE STRAP LENGTH ON POST SIDE <br />WHERE THERE IS DBL. TOP PLATE BETWEEN <br />POST AND BEAM. <br />SIMPSON <br />STRAP PER <br />SCHEDULE <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />BEAM/POST CONNECTION <br />ALT 1: STRAP SPLICE <br />SIMPSON STRAP <br />PER SCHEDULE EQ.EQ. <br />ALT 2: LAP SPLICE <br />LAP SPLICE LENGTH <br />PER SCHEDULE <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />16d <br />SEE SCHEDULE FOR <br />REQ'D # <br />2x STUDS <br />(PLACE AT JOINT TYP.) <br />2 1/2" (MIN.) <br />16d <br />NAIL PATTERN <br />TOP PLATE <br />(PLAN VIEW @ LAP ZONE) <br />NOTES: <br />1.NAILING SHOULD BE PER MANUFACTURER TO DEVELOP 100% CAPACITY OF <br />THE STRAP. <br />2.FOR NAIL SIZE AND SPACING OUTSIDE THE LAP LENGTH REFER TO NAILING <br />SCHEDULE OF GENERAL NOTES. <br />3.STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING. <br />TOTAL STRAP LENGTH <br />TOP PLATE SPLICE <br />2x STUDS (PLACE <br />AT JOINT TYP.)2x STUD (PLACE <br />AT JOINT TYP.) <br />SIMPSON STRAP <br />PER SCHEDULE <br />EQ.EQ. <br />EQ.EQ. <br />HIP CONDITION VALLEY CONDITION <br />SIMPSON STRAP <br />PER SCHEDULE <br />NO. OF 16d LAP SPLICE LENGTH SIMPSON STRAP <br />A 18 4'-0"ST22 <br />B 28 4'-0"ST6224 <br />C 40 6'-0" <br />42 <br />ST6236 <br />MARK <br />E 8'-0"MSTC52 <br />D <br />62 <br />8'-0"MSTC37 <br />(NOTE 1) <br />SPLICE SCHEDULE <br />@ EACH LAP (NOTE 2) <br />LAP SPLICE STRAP SPLICE <br />1 <br />2 <br />3 <br />5 <br />4 <br />8 <br />10 <br />13 <br />12 <br />14 <br />6 <br />PROVIDE <br />SOLID SHIM <br />UNDER AND AT <br />THE SIDE AS <br />REQUIRED <br />SIMPSON <br />MSTC 28, <br />U.N.O. <br />POST PER PLAN w/ SIMPSON <br />CCQ OR CC <br />EQ.EQ. <br />SIMPSON ECCQ OR SIMILAR <br />POST PER PLAN <br />w/ SIMPSON <br />ECCQ OR ECC <br />END CONDITION MIDDLE CONDITION <br />(EQUAL BEAM HEIGHTS) <br />MIDDLE CONDITION <br />(UNEQUAL BEAM HEIGHTS) <br />LARGER BEAM SMALLER BEAMFIRST BEAM SECOND BEAMBEAM <br />EQ.EQ. <br />NOTES: <br />1.BEAMS SHALL BE ALIGNED TO RECEIVE STRAP. ALTERNATIVELY STRAP MAY BE PLACED OVER THE TOP OF BEAM. <br />2.SHIM TIGHT WHERE REQUIRED. <br />3.STRAP NOT REQUIRED AT INTERIOR SUPPORT OF CONTINUOUS BEAMS. <br />BEAM TO POST CONNECTION <br />ALT. CONDITION <br />SIMPSON <br />ECCL OR SIMILAR <br />BEAM <br />POST PER PLAN <br />WOOD BEAM <br />SEE PLAN <br />SIMPSON <br />ECCLQ/CCCQ/CCT <br />OR SIMILAR <br />BEAM <br />POST PER PLAN <br />BEAM <br />WOOD BEAM <br />SEE PLAN EQ.EQ.SIMPSON <br />MSTC 28, <br />U.N.O. <br />7 <br />BEAM & POST CONNECTION <br />BEAM PER PLAN <br />FULL HEIGHT POST PER PLAN <br />"HUCQ" HANGER (U.N.O.) <br />SIMPSON A35 <br />FLUSH BEAM <br />SIMPSON A34 (TYP.) <br />MULTIPLE STUDS (SISTER <br />w/FACE NAILS PER NAILING <br />SCHEDULE) OR POST, PER <br />PLAN <br />DBL. TOP PLATES <br />SILL/SOLE PLATE <br />FRONT VIEW SIDE VIEW <br />CONT. FLUSH <br />BEAM WHERE <br />OCCURS <br />FLUSH BEAM TO DBL TOP PLATES CONNECTION9 <br />PERPENDICULAR TRUSS TO EXTERIOR WALL WITH PARAPET <br />ROOF SHEATHING <br />(PER PLAN SEE S-0.10) <br />PARAPET BY TRUSS <br />MANUFACTURER <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING W/E.N. <br />DBL. TOP PLATES <br />2x STUD <br />ROOF TRUSS <br />PER PLAN <br />SIMPSON A35 PER <br />SHEARWALL SCHEDULE <br />(MAX 48" O.C.) <br />SHEAR BLOCKING PER TRUSS <br />ENGINEER (MIN. 200PLF) <br />MA <br />X <br /> <br />2 <br />' <br />- <br />0 <br />" <br />2x BLOCKING <br />16d's <br />@ 6" O.C. <br />STRAP TYPE <br />PER SCHEDULE FLUSH BM. PER PLAN <br />DBL. TOP PL <br />(1)ST22 PER EA. MTS/HTS STRAP <br />(TOTAL # OF ST STRAPS TO MATCH <br />TOTAL # OF TWIST STRAPS). <br />SEE NOTE 3 <br />SOLID BLK'G. SIZE TO MATCH <br />FLUSH AND DROP BEAM WIDTHS <br />AND ACCOMMODATE TWIST STRAPS. <br />DROP BM./HDR. PER PLAN <br />PLYWOOD SHEATHING <br />EQ <br />. <br />EQ <br />. <br />LONGER TWIST STRAP WHERE <br />APPLICABLE (SEE NOTE 3) <br />STRAP SCHEDULE <br />SIMPSON STRAP <br />A (2) MTS16 <br />B (2) MTS20 <br />C (4) MTS20 <br />1980# <br />2830# <br />5660# <br />CAPACITYMARK <br />TYPE <br />NOTES: <br />1.PROVIDE EQUAL NUMBER OF NAILS TO BM. AND BLK'G. PROVIDE <br />TOTAL NUMBER OF NAILS PER MANUFACTURER. <br />2.NAILING OF STRAP TO DBL. TOP PLATE IS NOT REQ'D AND SHALL <br />NOT BE COUNTED TOWARDS TOTAL NUMBER OF NAILS REQ'D BY <br />MANUFACTURER. <br />3.CONTRACTOR'S OPTION TO USE LONGER TWIST STRAPS <br />(MTS/HTS) AND ELIMINATE ST22 STRAP WHERE APPLICABLE. IN <br />SUCH CASES, TOTAL # OF NAILS (PER MANUFACTURER) SHALL BE <br />EQUALLY APPLIED TO FLUSH BEAM AND DROP BM./HDR. EXTRA <br />NAILS TO SOLID BLK'G SHALL NOT BE CONSIDERED TOWARDS <br />TOTAL COUNT OF NAILS. <br />BEAM TO HDR / DROP BEAM CONNECTION <br />11 <br />SHEAR TRANSFER DETAIL <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />PARAPET BY TRUSS <br />MANUFACTURER <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING W/E.N. <br />DBL. TOP PLATES <br />2x STUD <br />CANT. ROOF TRUSS <br />PER PLAN <br />2x BLOCKING <br />E.N.E.N.2x BLOCKING W/E.N. <br />2x BLOCKING W/E.N. <br />SHEAR BLOCKING PER TRUSS <br />ENGINEER (MIN 200PLF) <br />SIMPSON A35 PER <br />SHEARWALL SCHEDULE <br />(MAX 48" O.C.) <br />SIMPSON H1 <br />@ 48" O/C <br />(U.N.O.) <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />15 <br />SHEAR TRANSFER DETAIL <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />PARAPET BY TRUSS <br />MANUFACTURER <br />(WHERE OCCURS) <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING W/E.N. <br />DBL. TOP PLATES <br />2x STUD <br />ROOF TRUSS <br />PER PLAN <br />E.N. <br />2x BLOCKING <br />E.N. <br />2x BLOCKING W/E.N. <br />SHEAR BLOCKING PER TRUSS <br />ENGINEER (MIN 200PLF) <br />SIMPSON A35 PER <br />SHEARWALL SCHEDULE <br />(MAX 48" O.C.) <br />OVER LAP TRUSS <br />W/(6) 16d's <br />ROOF TRUSS <br />PER PLAN <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />SIMPSON H1 <br />@ 48" O/C <br />(U.N.O.) <br />16 <br />CONNECTION DETAIL <br />1/2" PLYWOOD <br />SPACER BETWEEN <br />HSS AND <br />5/8" WELD THRD <br />STUD @16" O.C. & <br />6" FROM T&B, TYP. <br />EA. SIDE OF COL. <br />HSS COL. PER PLAN <br />NAILER SIZE TO <br />MATCH WALL STUD <br />SIZE, TYP. <br />DOOR/ WINDOW <br />OPENINGS BELOW <br />PLWD SHEATHING ALL <br />AROUND OPENING <br />EDGE NAILING <br />CONT. CS16 STRAP <br />OVER 2X BLK'G AT EA. <br />CORNER OF OPENING <br />F.H. STUDS <br />PER PLAN <br />B.N. <br />B.N. <br />3/8" THICK <br />PLYWOOD <br />(4) 16d's <br />PER STUD <br />E.N. <br />2/ <br />3 <br /> <br />O <br />F <br />PA <br />R <br />A <br />P <br />E <br />T <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />E.N. <br />LOCATE <br />ROOF TRUSS <br />@ BRACE <br />B.N. <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />16d's <br />@ 6" O.C. <br />2X4 BRACE @ 16" O.C. <br />ANCHOR BASE TO <br />SPREADER. PLATE W/(3) 16d <br />TOE NAILS AND A35, TYP. <br />B.N. <br />B.N. <br />3/8" THICK <br />PLYWOOD <br />2x6 STUDS <br />@16" O.C. <br />AT PARAPET <br />(4) 16d's <br />PER STUD <br />E.N. <br />SHEAR <br />MATERIAL TO <br />MATCH WALL <br />BELOW (MIN. <br />TYPE 2) <br />2/ <br />3 <br /> <br />O <br />F <br />PA <br />R <br />A <br />P <br />E <br />T <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />E.N. <br />F.H. BLK'G <br />@ BRACE <br />ROOF <br />TRUSS <br />PER PLAN <br />B.N. <br />AT PARALLEL FRAMING AT PERPENDICULAR FRAMING <br />PARAPET CONNECTION DETAIL <br />DBL. TOP <br />PLATES <br />DBL. TOP <br />PLATES <br />1 <br />1 <br />2X BLKG. <br />W/(3) 16d's <br />1 <br />1 <br />2x6 STUDS <br />@16" O.C. <br />AT PARAPET <br />SHEAR <br />MATERIAL TO <br />MATCH WALL <br />BELOW (MIN. <br />TYPE 2) <br />16d's <br />@ 6" O.C. <br />2X BLKG. <br />W/(3) 16d's <br />2X4 BRACE <br />@ 16" O.C. <br />ANCHOR BASE <br />TO SPREADER. <br />PLATE W/(3) <br />16d TOE <br />NAILS AND <br />A35, TYP. <br />F.H. BLK'G <br />@ 48" O.C. <br />TRUSS <br />PER PLAN <br />SHEAR BLK'G PER <br />TRUSS ENGINEER <br />(MIN 200PLF) <br />ROOF <br />SHEATHING <br />(PER PLAN <br />SEE S-0.10 <br />SHEET) <br />ROOF <br />SHEATHING <br />(PER PLAN <br />SEE S-0.10 <br />SHEET) <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />CU <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />2x SOLE PLATE. <br />FLOOR SHEATHING <br /> PER PLAN. <br />SOLID RIM JOIST OR BLK'G. <br />LINE OF BLK'G. <br />UNDER SHEAR WALL. <br />DBL.TOP PLATES <br />CRIPPLE WALL ABOVE <br />HDR. WHERE OCCURS. <br />BEAM/HDR PER PLAN. WHERE <br />BEAM DEPTH IS LESS THAN END <br />LENGTH, UPLIFT CAPACITY SHALL <br />BE REDUCED BY THE RATIO OF <br />(BM. DEPTH/END LENGTH) <br />SHEAR WALL END POST PER <br />SCHEDULE U.N.O. IN PLANS <br />WHERE MULTIPLE STUDS ARE <br />USED, PROVIDE E.N. TO ALL <br />STUDS <br />REFER TO PLANS & SCHEDULE <br />BELOW FOR STRAP TYPE AND <br />END LENGTH. PROVIDE FULL <br />NAILING PER MANUFACTURER <br />EQUAL. <br />STRAP DETAIL <br />STRAP STUD/#OF NAILS @ END LENGTH <br />A (1) CS16 2x4 (11) 16d 13" <br />B (2) CS16 (2) 2x4 (11) 16d P/STRAP 13" <br />C (2) CS14 (2) 2x4 (15) 16d P/STRAP 18" <br />C*(3) CS14 4x6 (15) 16d P/STRAP 18" <br />POST <br />TYPE <br />EA. END LENGTH <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />NAILS NOT REQUIRED IN <br />CLEAR SPAN <br />MIN. (2)16d's FROM <br />RIM TO SOLID BLK'G. <br />NOTES: <br />1.ALL STRAPS SHALL BE SIMPSON STRONG TIES. <br />2.TOTAL LENGTH OF STRAP SHALL BE <br />DETERMINED BASED ON END LENGTH REQUIRED <br />& CLEAR SPAN. <br />3.PROVIDE FULL NAILING PER MANUFACTURER <br />(EQUAL # OF NAILS AT EACH END). <br />4.SLIT CUT FLOOR SHEATHING TO PASS STRAP <br />THROUGH AT INTERIOR CONDITION, DO NOT <br />OVERCUT. <br />5.STRAP MAY BE APPLIED OVER PLYWOOD <br />SHEATHING. PROVIDE SHIMMING AT CLEAR <br />SPAN AS NEEDED FOR A STRAIGHT STRAP (DO <br />NOT BEND STRAPS). <br />6.POST SIZES INDICATED IN SCHEDULE ARE <br />MINIMUM SIZES. USE LARGER POSTS/STUDS <br />PER PLAN CALL OUTS AS REQUIRED. <br />7.FOR BALANCE OF INFORMATION SEE "END <br />POST TO END POST STRAP HOLDOWN DETAIL. <br />END POST AT BEAM/HDR STRAP HOLDOWN <br />MIN. DEPTH OF BEAM <br />OR HDR PER PLAN <br />MIN. 11 1/4" <br />MIN. 11 1/4" <br />MIN. 11 1/4" <br />MIN. 11 1/4" <br />MECH SCREEN DETAIL <br />1.5" SQ G.I. GUARDRAIL <br />VERTICAL POST @ 48" O.C. <br />BOLTED THROUGH PLYWOOD <br />& SOLID 4x BLK'G <br />w/(4) 3/8"Ø x 8" LENGTH <br />G.I. ANCHOR BOLTS <br />INTO SOLID BLK'G <br />G.I. CAP @ SQ VERT POST <br />PER ARCH. <br />ROOF <br />SHEATHING <br />6x BLK'G @ VERTICAL <br />MECH SCREEN POSTS <br />1x6 P.T.D.F. w/ S.S. RECESSED <br />TORX CREW HARDWARE <br />ROOF TRUSS <br />PER PLAN <br />1", <br />TYP. <br />1/4" STEEL PLATE <br />1/2", <br />TYP. <br />SOLID BLK'G <br />(4) 3/8"Ø x 8" LENGTH <br />G.I. ANCHOR BOLTS <br />INTO SOLID BLK'G <br />17 54312 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 23033 <br />08/19/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <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 />5 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />23172 Plaza Pointe Dr. <br />Suite #145 <br />Laguna Hills, CA 92653 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />From The Ground Up <br />08/19/2024 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />S0.8 <br />1430 E Edinger Ave <br />3/27/2025