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DRAG DETAIL <br />1. <br />2. <br />3. <br />5. <br />4. <br />6. <br />CONT SOLID RIM JOIST PER PLAN <br />SIMPSON CS16 STRAP TO BE <br />APPLIED OVER ALL BAYS OF <br />2X BLOCKING (MIN. 3 BAYS U.N.O.) <br />DBL. BLK'G OR 4X TO RECEIVE <br />BOTH CS16 & HTS20 & NAILED <br />TOGETHER W/(12) 16d NAILS <br />STAGGERED. <br />USE FULL DEPTH BLK'G. <br />TYPICAL SIMPSON HTS20 <br />TYPICAL 2X DECK JOIST <br />PER PLAN <br />LOCATION OF 2ND STRAP <br />A <br />B <br />(1) HTS20 & (1) CS16 <br />(2) HTS20 & (2) CS16 2900# <br />1450# <br />CAPACITYSTRAPCOND. <br />NOTES: <br />·SLIT RIM JOIST TO RUN STRAP <br />THROUGH <br />·USE 8d SINKER NAILS ON CS16 AND <br />10d COMMON NAILS ON HST20's <br />·MIN. 1 1/2" SPACING BETWEEN <br />ROWS OF NAILS. <br />·PROVIDE LINE OF EDGE NAILING <br />ALONG LINE OF DRAG <br />·REFER TO 17/SN2 FOR CS16 <br />NAILING PATTERN. <br />5 1 7 <br />46 <br />3 <br />1 <br />4 <br />6 <br />7 <br />7. <br />FLOOR SYSTEM PER PLAN. <br />5 <br />CONT SOLID RIM JOIST AT DECK <br />8 <br />ALTERNATE <br />2 <br />8 <br />01/29/2025PC COMMENTS RESPONSE #1 <br />04/17/2025PC COMMENTS RESPONSE #2 <br />VE Revs 10/10/20251 <br />B <br />A <br /> <br />a <br />n <br />d <br /> <br />s <br />h <br />a <br />l <br />l <br /> <br />n <br />o <br />t <br /> <br />b <br />e <br /> <br />r <br />e <br />p <br />r <br />o <br />d <br />u <br />c <br />e <br />d <br /> <br />i <br />n <br /> <br />w <br />h <br />o <br />l <br />e <br /> <br />o <br />r <br /> <br />i <br />n <br /> <br />p <br />a <br />r <br />t <br /> <br />w <br />i <br />t <br />h <br />o <br />u <br />t <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />p <br />r <br />e <br />s <br />s <br /> <br />p <br />r <br />i <br />o <br />r <br /> <br />w <br />r <br />i <br />t <br />t <br />e <br />n <br /> <br />p <br />e <br />r <br />m <br />i <br />s <br />s <br />i <br />o <br />n <br /> <br />o <br />f <br /> <br />s <br />a <br />i <br />d <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />s <br />, <br /> <br />a <br />n <br />y <br /> <br />u <br />n <br />a <br />u <br />t <br />h <br />o <br />r <br />i <br />z <br />e <br />d <br /> <br />r <br />e <br />u <br />s <br />e <br /> <br />o <br />f <br /> <br />t <br />h <br />e <br />s <br />e <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />o <br />t <br />h <br />e <br />r <br /> <br />t <br />h <br />a <br />n <br /> <br />f <br />o <br />r <br /> <br />t <br />h <br />e <br /> <br />p <br />r <br />o <br />j <br />e <br />c <br />t <br /> <br />a <br />n <br />d <br /> <br />l <br />o <br />c <br />a <br />t <br />i <br />o <br />n <br /> <br />s <br />h <br />o <br />w <br />n <br /> <br />i <br />s <br /> <br />p <br />r <br />o <br />h <br />i <br />b <br />i <br />t <br />e <br />d <br />. <br />al <br />l <br /> <br />i <br />d <br />e <br />a <br />s <br />, <br /> <br />d <br />e <br />s <br />i <br />g <br />n <br />s <br /> <br />a <br />n <br />d <br /> <br />p <br />l <br />a <br />n <br />s <br /> <br />r <br />e <br />p <br />r <br />e <br />s <br />e <br />n <br />t <br />e <br />d <br /> <br />b <br />y <br /> <br />t <br />h <br />i <br />s <br /> <br />d <br />r <br />a <br />w <br />i <br />n <br />g <br /> <br />a <br />r <br />e <br /> <br />t <br />h <br />e <br /> <br />e <br />x <br />c <br />l <br />u <br />s <br />i <br />v <br />e <br /> <br />p <br />r <br />o <br />p <br />e <br />r <br />t <br />y <br /> <br />o <br />f <br />Go <br />u <br />v <br />i <br />s <br /> <br />E <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br />i <br />n <br />g <br />JOB NO. <br />SUBMITTAL <br />DATE <br />SHEET TITLE <br />SHEET NO. <br />CLIENT: <br />REVISION <br />DATE <br />21 <br />3 <br />0 <br /> <br />E <br /> <br />4 <br />T <br />H <br /> <br />S <br />T <br /> <br /># <br />2 <br />0 <br />0 <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 />5 <br />BSB: MR230056; Gouvis: 66467 <br />1ST PLAN CHECK SUBMITTAL 08/20/2024 <br />2ND PLAN CHECK SUBMITTAL 01/29/2025 <br />3RD P.C. SUBMITTAL <br />04/17/2025 <br />3RD PLAN CHECK SUBMITTAL 04/17/2025 <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br />OL <br />I <br />V <br />E <br /> <br />C <br />R <br />E <br />S <br />T <br />21 <br />5 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />2 <br />1 <br />6 <br />0 <br /> <br />E <br />. <br /> <br />F <br />O <br />U <br />R <br />T <br />H <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />5 <br /> CONNECTION DETAIL <br />POST W/ SIMPSON ECCQ OR <br />PROVIDE SHIM UNDER AND @ <br />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 />- <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 />R <br />8 5 <br />8 <br />9 <br />10 11 <br />8 <br />6 <br />7 <br />3 <br />4 <br />1 <br />2 <br />2 <br />EQ.EQ. <br />1.BEAM, SEE PLAN FOR SIZE. <br />DBL. TOP PLATE W/ SIMPSON <br />ST6236. IF DBL. TOP PLATE <br />IS CONT., ELIMINATE STRAP. <br />MULTI-STUD OR POST, SEE PLAN. <br />2X STUD AT EACH SIDE W/ 16d'S <br />AT 12" O.C. STAGGERED. <br />FLUSH BEAM. <br />(5) 16d'S EACH SIDE TO BM. <br />ALT. LOCATION OF STRAP <br />ACROSS SIDE OF TOP PLATE. <br />SIMPSON A34. <br />SILL PLATE. <br />2X STUDS @ 16" O.C. U.N.O. <br />LINE OF BLK'G. TO RECEIVE <br />NOTES: <br />ADD FILLER @ SIDE OF BEAM <br />AS NEEDED. <br />FOR PARTIAL FLUSH BEAM <br />SIMILAR CONDITION. USE (1) <br />A34 EACH SIDE. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br /> BEAM DETAIL <br />12.ST6236 STRAP. <br />- <br />- <br />11 <br />12 <br />8 <br />4 <br />STRAP. <br />4 <br />R <br />12 <br />ALT. CONDITION <br />ALT. CONDITION <br /> FLOOR TO ROOF S.T. <br />SHOWN. SEE 13-SN2 FOR <br />FOR ALT. CONNECTIONS <br />ROOF SYSTEM CAN BE PARALLEL <br />NON-BEVELED BLOCK. <br />OR PERPENDICULAR TO WALL. <br />2X BEVELED BLOCKING AS <br />SEE DETAIL 10/SD2 <br />CONDITION B. <br />10. <br />9. <br />PLYWOOD TYPE 2 ENTIRE 6. <br />FLOOR SHEATHING. & FLOOR <br />2X BLOCKING. <br />LENGTH OF WALL U.N.O. <br />SYSTEM. <br />7. <br />8. <br />16d's @ 6" O.C. (U.N.O.). <br />H2.5A @ 48" O.C. FROM <br />LEDGER TO STUDS. <br />EDGE NAILING.3. <br />4. <br />5. <br />ROOF SHEATHING.1. <br />2. <br />1 3 <br />5 <br />2 <br />4 <br />7 <br />3 <br />6 <br />8 <br />4 <br />10 <br />11 11 <br />11 <br />PLYWOOD SHEAR WALL PER PLAN <br />WHERE OCCURS APPLY PRIOR <br />11. <br />TO LOW ROOF INSTALLATION. <br />12. <br />12 <br />13 <br />4 <br />BLOCKS TO TRANSFER 380 PLF. <br />SHEAR TRUSS OR TRUSS PANEL13. <br />CAN BE USED AS ALTERNATE <br />TO PLYWOOD TYPE 2. <br />9 <br />(IF NOT BEVELED, SEE <br />W/ (4) 16d's PER STUD U.N.O. <br />CONT.2X BEVELED LEDGER <br />DETAIL. 13/SN2) FOR SPLICING <br />OF LEDGER (IF NEEDED) USE <br />(1) CS16 X 24" LONG CENTERED <br />@ SPLICE. SEE 17/SN2 FOR <br />NAIL PATTERN. <br />FLOOR BEAM PER PLAN.14. <br />TRUSS BOTT. CHORD W/ END15. <br />WEB WHERE OCCURS. <br />TRUSS HANGER PER TRUSS16. <br />MANUFACTURER.16 <br />15 <br />14 <br />R <br />45 <br />2 5 1 3 2 <br />14 <br />END LENGTH <br />PLYWOOD SHEATHING W/ E.N. <br />ALONG LINE OF BLOCKING. <br />TYPICAL JOIST, SEE PLAN. <br />LINE OF SOLID OR MIN 1 3/4" <br />WIDE FULL HT. BLOCKING. <br />SEE PLAN FOR NUMBER OF <br />SIMPSON STRAP CUT TO FIT <br />OVER WALL OR BEAM. PER <br />TABLE BELOW & @ ALL BAYS <br />OF BLOCKING MIN. (3) NAILS <br />DOUBLE TOP PLATE OR BM. <br />A <br />B <br />CS16 <br />(2) CS16 3400# <br />1700# <br />CAPACITY*STRAP <br />BAYS. (MIN. 4 BAYS). <br />4585#CMSTC16C <br />END <br />LENGTH <br />3'-0" <br />3'-0" <br />16d SINKER AT 4 1/2" <br />8d BOX/SINKER AT 4 1/8" <br />8d BOX/SINKER AT 4 1/8" <br />NAIL SIZE AND <br />SPACING <br />6'-0" <br />END LENGTH 1. <br />2. <br />3. <br />4. <br />5. <br /> DRAG DETAIL <br />PER BLOCKING. (2) ROWS OF <br />*NAIL LATERAL VALUES <br /> BASED ON SPF/HF <br />NAILS EA. STRAP. <br />USE MIN. 2X FULL HT. BLOCKING <br />W/ LS50/LTP4 IF THE INSTALLATION <br />OF A35 IS IN CONFLICT WITH THE <br />6. <br />STEEL STRAP ON TOP PLATES. <br />6 <br />NOTES: <br />- USE DOUBLE BLOCKING FOR <br />CONDITION B AND C. <br />- REFER TO DET. 17/SN2 FOR <br />CS16 NAILING PATTERN. <br />- TJI BLKG (S) CAN BE USED WHEN <br />STRAP IS APPLIED ON THE TOP. <br />R <br /> SHEAR TRANSFER DETAIL <br />1.2X STUD WALL. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />SHEAR PANEL PER PLAN. <br />FLOOR SYSTEM PER PLAN <br />BEAM OR BLK'G. MIN. 1 3/4" <br />WIDE PER PLAN. USE <br />2 X R/R OR JACK TRUSS <br />PER PLAN. <br />LS50 @ 32" O.C. <br />EDGE NAILING. <br />2X BEVELED BLK'G. W/ E.N., <br />IF NOT BEVELED, SEE 13/SN2. <br />2X BEVELED LEDGER W/ (3) <br />16d's TO EACH STUD, IF NOT <br />BEVELED, SEE 13/SN2 <br />ATTACH LEDGER TO STUDS <br />BLK'G/RIM JOIST PER PLAN <br />W/ A35's AT 16" O.C. U.N.O. <br />PLYWOOD SHEATHING. <br />W/ H2.5 AT 48" O.C. <br />2X BLK'G. W/ E.N. & W/ (3) 12. <br />16d's TO BEVELED BLOCK. <br />WHEN NOTCHED USE FILLERS. <br />APPROVED HANGER @ FLUSH <br />BEAM CONDITION. <br />1 <br />7 <br />3 4 1 2 <br />7 <br />10 <br />6 <br />8 <br />11 <br />5 <br />2 <br />9 <br />7 <br />12 3 2 <br />10 <br />8 <br />11 <br />USE LS50/LTP4 IF THE INSTALLATION <br />OF A35 IS IN CONFLICT W/ STEEL <br />STRAP ON TOP PLATES. <br />R <br /> WALL ELEVATION @ OPENING <br />HDRS TOGETHER. CENTER STRAP <br />POST & USE ST6236 TO CONNECT <br />TO CONNECT HDR. TO FULL HEIGHT <br />OR USE HUC (U.N.O.) HANGER <br />USE LTP4 @ 8" O.C. FOR 4X TRIM. OR LARGER. <br />2X TRIMMER W/ 16d @ 8" O.C. TO POST <br />FULL HT. POST OR MULTI STUD PER <br />TYP. 2X FLOAT @ EDGE OF OPENING. <br />TOP & BOTTOM. ALT. (1) EACH FACE <br />LS50 FROM POST/MULTI STUD TO HDR. <br />LS50 @ EACH CORNER SEE ITEM <br />@ POST. <br />5. <br />PLAN. <br />#12 FOR ALT. <br />4. <br />3. <br />2. <br />1. <br /> IF WIDTH OF OPENING EXCEEDS <br />OF A35 <br />ALT. LOCATION <br />(*) USE APPROVED HUCQ TO CONNECT LOWER <br />HDR. TO POST IF THERE IS NO ROOM <br />ALT. LOCATION OF LTP4 (1) EACH <br />FACE OF EACH HDR TO POST. <br />2X SILL PLATE TYPICAL (U.N.O.). <br />FOR TRIMMER. <br />6'-0" & IF THERE IS NO TRIMMER. <br />NOTE: <br />12. <br />11. <br />APPLY ST6236 CENTERED O/ POST <br />2X WINDOW SILL TYPICAL. <br />(2) 2X TOP PLATE. <br />10. <br />9. <br />6. <br />1 <br />12 <br />2 8 9 <br />3 <br />6 <br />8 <br />6 <br />4 <br />5 <br />11 <br />1 <br />4 <br />5 <br />1 <br />7 10 <br />7. <br />8. <br />OPENING PER ARCHITECTURAL. <br />HEADER PER PLAN EXTEND TO POST. <br />R <br />(*) (*) <br /> DRAG BEAM TO WALL DETAIL <br />NAILING ALONG DRAG LINE <br />END LENGTHSTRAPCAPACITY <br />LC <br />SHEAR PANEL. SEE PLAN <br />FOR TYPE & LOCATION. <br />LOCATE STRAP OVER PLWD. <br />SPACE BETWEEN ROWS OF <br />CONDITION "B" W/ MIN. 1 1/2" <br />USE 2X FLAT BLOCKING FOR <br />MINIMUM (4) BAYS U.N.O. <br />SIMPSON CS16 W/ 8d SINKER <br />NAILS AT 2 1/16" O.C. <br />BEAM, DRAG TRUSS OR <br />STUD OR POST PER PLAN. <br />NAILS. <br />NOTES: <br />2. <br />4. <br />3. <br />2X BLKG. W/ LINE OF EDGE1. <br />3'-0" <br />3'-0" <br /> (2)CS16 <br />(1)CS16 <br />B <br />A <br />3400# <br />1700# <br />END LENGTH <br />4 2 <br />3 <br />1 <br />CS16 NAILING PATTERN. <br />REFER TO 17/SN2 FOR <br />- <br />- <br />- <br />DBL. TOP PLATE. <br />R <br /> HOLDOWN DETAIL <br />4 4 1.MULTI STUD OR POST. <br />5 <br />APLICATION OF MTS & HTS <br />APPLICATION <br />OF CS16's <br />1 <br />4 <br />5 <br />6 <br />4" <br />4 <br />1 <br />8 <br />7 <br />2 <br />3 <br />9 <br />(2) HTS20B(2) CS16 ON 2-2X4 2666# <br />5115#(3) CS16 ON 4X6C (4) HTS20 <br />NAILS FOR HTS20 USE 8d SINKER NAILS FOR CS16's. <br />- CUT CS STRAP TO MEET MIN. END LENGTH & USE MIN. <br />- PROVIDE 1 1/2" SPACING BTWN ROWS OF <br />NAILS @ MULTIPLE CS STRAPS. <br />CAPACITY <br />1705# <br />- USE 10d SINKER FOR MTS12 USE 10d COMMON <br />(1) CS16 ON 2X4 <br />STRAP TYPE <br />A <br />ALT. <br />(2) MTS12 <br />(16) 8d's @ EACH END OF EACH STRAP. <br />FOR (2) MTS12 USE (2) ST12, <br />MIN. 4X8 SOLID BLOCKING. <br />FOR (2) HTS20 USE (2) ST2122 <br />STRAP TYPE, SEE TABLE. <br />FLUSH BM/HDR PER PLAN. <br />END LENGTH = 18". FOR SAWN <br />2X STUD W/16 d's @ 6" O.C. <br />7. <br />8. <br />NOTES: <br />6. <br />AND FOR (4) HTS20 USE <br />2. <br />3. <br />4. <br />5. <br />DBL. TOP PLATE OR <br />(2) ST6224. <br />USE DETAIL 5/SD2 FOR <br />CONNECTION OF BM/HDR TO <br />POST (U.N.O.). <br />DROP BM. PER PLAN. <br />LUMBER W/ SPACING @ 2 1/16" <br />& 3'-6" FOR MFG'R. PRODUCT <br />W/ SPACING @ 4 1/8" O.C. <br />- REFER TO 17/SN2 FOR CS16 NAILING PATTERN. <br />R <br />LOCATION OF THE STRAP CAN BE9. <br />ON THE BACK END <br /> HOLDOWN DETAIL <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />* CMST14 & CMST12 ARE ONLY APPLICABLE <br />AT POST TO POST CONNECTION. <br />OF 1 5/8" FOR 16d NAILS. <br />OVERCUT. <br />LOCATE STRAP OVER PLWD. <br />SHEAR PANEL & PROVIDE <br />ALL STRAPS ARE SIMPSON <br />ALL NAILS ARE SINKER <br />TO BE DETERMINED @ THE <br />TOTAL LENGTH OF STRAP <br />SITE BASED ON END LENGTH <br />REQUIRED & CLEAR SPAN. <br />SLIT CUT FLOOR SHEATHING <br />TO RUN STRAP THROUGH @ <br />INTERIOR CONDITION NO <br />OR BOX NAILS. <br />NOTES: <br />STRONG TIES. <br />13. <br />12. <br />WIDTH AS POST ABV. & BLW. <br />@ LOCATION OF STRAP. <br />SOLID RIM OR BLKG. SAME <br />PROVIDE MIN. END DISTANCE <br />END LENGTH. <br />10. <br />11. <br />9. <br />8. <br />5. <br />6. <br />7. <br />WHEN W/FLOOR. TRUSS, <br />SOLID BLKG. UNDER POST <br />CRIPPLE WALL ABOVE HDR. <br />SEE PLAN FOR SHEAR WALL. <br />LINE OF BLKG. UNDER SHEAR <br />NEEDED TO RECEIVE NAILING <br />PROVIDE WEB FILLERS AS <br />OR STUDS ABOVE. <br />DOUBLE TOP PLATE. <br />2X SILL PLATE. <br />FROM STRAP. <br />WALL. <br />3. <br />4. <br />2. <br />1. <br />NAILS & END LENGTH AT <br />FLOOR SHTG. SEE PLAN. <br />BELOW FOR STRAP, # OF <br />PROVIDE EDGE NAILING OF <br />TABLE BELOW. DBL. STUDS & <br />STRAPS @ CONDITION "B"&"C" <br />STUD, POST OR TRIMMER PER <br />REFER TO PLANS & TABLE <br />SHEAR PANEL ALONG ALL <br />MIN. 11 1/4" DEEP BM. OR <br />HEADER. SEE PLAN. <br />EA. END. (2) ROWS OF NAILS <br />STUDS. <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />12 <br />6 <br />13 <br />12 <br />2 <br />2 <br />2 <br />7 <br />2 <br />8 9 12 <br />2 <br />5 <br />3 <br />4 <br />11107 <br />3 8 12 <br />2 <br />4 <br />1245 <br />WALL ABOVE <br />TO BELOW <br />** AS AN ALT. TO B & C, USE D FOR <br />POST TO POST CONDITION ONLY. <br />SHIM AS NECESSARY TO <br />AVOID BENDING OF THE STRAP <br />WHERE OCCURS. <br />- <br />- <br />- <br />- <br />- <br />18"4980#(15)16d P/STRAP(2)2X4(2)CS14 **C <br />4X6 <br />4X4 <br />(2)2X4 <br />2X4 <br />END <br />1700# <br />CAPACITY <br />13" <br />LENGTH <br />6475# <br />3400# <br />9200# <br />13" <br />48" <br />38" <br />2X4 WALL <br />STUD/ POST <br />A <br />STRAP <br />D <br />(2)CS16 **B <br />E CMST12 <br />CMST14 <br />(1)CS16 (11)16d <br />(11)16d P/STRAP <br />(40)16d <br />(52)16d <br />EA. END LENGTH <br /># OF NAILS @ <br />EA. STRAP. <br />4X8(2)CMST14 <br />6X8 18400#48"(2)CMST12 <br />F <br />G <br />38"12950#(40)16d P/STRAP <br />(52)16d P/STRAP <br />18"7470#(15)16d P/STRAP(3)CS14 C* <br />18"9960#(15)16d P/STRAP4X8(4)CS14 H <br />12 2 <br />R <br />2X6 WALL <br />(2)2X6 <br />4X6 <br />4X6 <br />(2)2X6 <br />2X6 <br />6X8 <br />6X8 <br />6X8 <br />(3)2X4 (3)2X6 <br />- <br />CL <br />E <br />A <br />R <br /> S <br />P <br />A <br />N <br />CL <br />E <br />A <br />R <br /> S <br />P <br />A <br />N <br />CLEAR SPAN NAILS ARE <br />RECOMMENDED TO <br />PREVENT BOWING OF <br />STRAP BUT NOT <br />STRUCTURALLY REQUIRED <br />-PROVIDE EDGE NAILING TO <br />STUDS BELOW IF STUDS ARE <br />WITHIN THE SHEAR WALL(U.N.O) <br />STRUCTURAL <br />DETAILS <br />SD3 <br />8. <br />7. <br />6. <br />5. <br />4. <br />3. <br />2. <br />13 <br />2 <br />5 45 <br />2 <br />32 <br />1 <br />8 <br />9. <br />10. <br />11. <br />12. <br />13. <br />1 <br />14 <br />14. <br />1. <br />15. <br />18. <br />1717 <br />2 <br />STAGG. SILL PLATE NAILING. <br />WHERE SPAC'G IS < 6" O.C., <br />PROVIDE 2X NAILER TO RECEIVE <br />NAILS & CONNECT TO RIM W/ 16d <br />SINKER NAILS W/ SAME SPACING <br />AS SILL PLATE NAILING OF S.W. <br />ABOVE. TO AVOID THIS, SPAC'G <br />OF SILL PLATE NAILING CAN BE <br />INCREASED TO MAX. 6" O.C. WHEN <br />USING A CONT. SILL PLATE <br />@ SHEAR WALL ABOVE WITH <br />SAME NUMBER OF NAILS REQ. <br />2X MEMBER, 1 1/4" TIMBER <br />STRAND OR L.V.L. CONT. RIM PER <br />PLAN. (USE MIN. 1 1/2" WIDE RIM <br />FOR BLOCKED DIAPHRAGM). <br />BOUNDARY NAILING. <br />FLOOR SHEATHING. <br />STUD WALL WHERE OCCURS. <br />SHEAR PANEL PER PLAN. <br />FLOOR SYSTEM PER PLAN. <br />SIMPSON A35 (Alt. LS50 OR LTP5) <br />EQUALLY SPACED PER SHEAR <br />WALL SCHEDULE/PLANS (AT <br />NON-SHEAR WALL, @ 48" O.C. <br />MAX.). WHEN PLYWOOD EXTENDS <br />TO THE SIDE OF RIM. A35 IS NOT <br />REQUIRED (SEE NOTE 16). <br />STAGG. SILL PLATE NAILING PER <br />SHEAR WALL SCHEDULE. <br />NOT USED. <br />10d COMMON NAILS, SPACING <br />SAME AS EDGE NAILS OF SHEAR <br />WALL BELOW. <br />SOLID BLOCKING. <br />WHEN USING 1 1/4" WIDE RIM, <br />INCREASE QUANTITIES OF B.N. <br />20% FOR 8d NAILS & 30% FOR 10d <br />NAILS. (ALT. USE 1 3/4" MIN. RIM <br />BOARD). <br />16d STD. S.P. NAILS <br />@ 16" O.C. MIN. <br />ALT. INTERIOR <br />CONDITION ONLY <br />EXTERIOR COND. & <br />AT EDGE OF FLOOR <br />DIAPHRAGM <br />8 <br />17 <br />3/4" <br />1 1/2" <br />3 <br />3 <br />INTERIOR COND. & ALT. <br />TO EXTERIOR CONDITION <br />IF THE INSTALLATION OF <br />BOTTOM FLANGE NAILS/A35 TO <br />TOP PLATES IS IN CONFLICT <br />WITH STEEL STRAP ON TOP <br />PLATES, USE MIN. 2X FULL <br />DEPTH BLOCKING WITH <br />LS50/LTP5 PER SHEARWALL <br />SCHEDULE. <br />16. <br />4 <br />7 <br />6 <br />12 <br />16 <br />18 <br />ALT. <br />LOCATION <br />FOR LTP5 <br />ALTERNATE <br />9 <br />17.1 1/4" LIGHT WEIGHT CONC. OR <br />GYPCRETE. <br />BLOCKING, SEE DETAIL 6/SN2. <br />15 <br />SHEAR TRANSFER <br />ALT.1 1/2" LIGHT WEIGHT CONC. <br />W/ 2-2x SOLE PLATE & STAGG. <br />16d's SINKER NAILING PER SHEAR <br />WALL SCHEDULE. <br />1.DECK W/SLOPE TO DRAIN OR <br />2. <br />3. <br />4 <br />5. <br />6. <br />7. <br />4.E.N. TYP. <br />2X LEDGER W/ (2) ROWS OF <br />1/4" SDS x 3" SCREWS @ 6" O.C. <br />BM. OR RIM JOIST PER PLAN <br />AND PER DETAIL 7/SD3. <br />PLYWOOD SHEATHING. <br />WALL OR BM. WHERE OCCURS. <br />FLOOR SYSTEM PER PLANS. <br />12 <br />35 <br />7 <br />FLOOR JOIST PER PLAN W/ <br />6 <br />146 <br />WITH (2) 16d's PER CONN. PER <br />2X NAIL SPACED DECKING8. <br />12 13 <br />APPROVED JOIST HANGER. <br />10 <br />8 <br />11 <br />2X BLOCKING PER DETAIL 7/SD310. <br />2X4 BLOCKING W/ 16d's @ 4" O.C.11. <br />12.SUPPORT RIM JOIST FROM <br />CANT. FLOOR JOIST W/ FULL HT. <br />INVERTED "HU" HANGER. <br />NOTE:USE PLYWOOD FILLER @ I-JOIST <br />TO RECEIVE HANGER OR OTHER <br />MEMBERS. <br />CANT. DECK <br />10 <br />6 <br />2 9. <br />5 <br />CANT. JOIST PER PLAN W/ SLOPE <br />TO DRAIN. NAIL TO SIDE OF FLOOR <br /> SYSTEM W/ (4) ROWS OF 16d's @ 4" O.C. <br />(NOTE: BACK SPAN TO BE <br />2x LENGTH OF CANT. DECK U.N.O.) <br />ARCH. OR OTHER DETAILS. <br />MAX. 12'-0" <br />MAX. 4'-0" <br />MAX. 12'-0" <br />CONN. @ FLOOR CHANGE/DECK <br />13.FLUSH/DROP BEAM OR WALL <br />PER PLAN. <br />TYPICAL ALT. DECKING <br />1 <br />1 <br />14 <br />14 <br />13 <br />14.SEE ALT. DECKING BELOW. <br />1 <br />1 <br />/ <br />2 <br />" <br />TY <br />P <br />15.1 1/2" LIGHT WEIGHT CONCRETE <br />16.GYPCRETE <br />16 <br />16 <br />16 <br />15 <br />15 <br />15 OR GYPCRETE <br />HANDRAIL TO WALL <br />2X STUD WALL @ 16" O.C. <br />SEE PLAN FOR TYPE AND LOC. OF <br />SHEAR PANEL <br />1. <br />2. <br />(2) 1/2"ØX3 1/2" EMBED <br />LAG SCREW W/ WASHER <br />4X8 BLK'G AT 2'-0" O.C. MAX., <br />W/ (2) A34's AT EA. END <br />3. <br />HANDRAIL & BRACKET <br />PER MANUF. <br />4. <br />5. <br />INTERIOR <br />6" <br />MAX. <br />EXTERIOR <br />6" <br />MAX. <br />1 1/2" <br />CLR. <br />1 1/2" <br />CLR. <br />EXTERIOR PLASTER PER PLAN.6. <br />1 <br />2 <br />3 <br />4 <br />1 <br />2 <br />3 <br />4 <br />3"3" <br />5 <br />6 <br />5 <br />(MIN. 3/4"). <br />2 3. <br />2. <br />7 <br />5. <br />6. <br />4. <br />SEE TABLE. <br />PLYWOOD SUBFLOOR. <br />PER ARCHITECTURAL. <br />PLYWOOD TREADS & RISERS <br />4 <br />10. <br />9. <br />8. <br />2 4 <br />3 <br />12. <br />STUD @ WALL CONDITION. <br />2X6 LEDGER W/ (4) 16d'S PER <br />DBL. JOIST OR BLOCKING <br />CONT. 2X PLATE W/ 16d's @8"O.C. <br />SEE TABLE. <br />DBL. JOIST OR HEADER.7. <br />8 <br />11 <br />5 176 <br />59 <br />10 <br />STAIR DETAILS @ COMMON AREA <br />STRINGER SIZES & SPANS, 1. <br />12 <br />1 <br />NO OVER CUT OR OVER NOTCH.- <br />13 <br />13. <br />6. <br />1.(2) 1 3/4"X16" LVL @16" O.C. 12'-0" MAX. HORIZONTAL SPAN. <br />APPROVED METAL HANGER <br />SIMPSON THA <br />10" MIN. FOR (2) 1 3/4"X16" <br />11.SEE TABLE. <br />STRINGER W/ (3) 16d FACE <br />NAILED TO WALL STUDS <br />@ 16" O.C. COULD BE 2X10. <br />8. <br />11. <br />NOTE EXIT & COMMON AREAS <br />2X4 PLATE W/ (3) 16d TOE NAILS. <br />MAX. SECURE STRINGER TO <br />ANCHORED WITH SIMP. PDPAWL-MG <br />2X4 P.T. PLATE (SEE SN-1) <br />SHOT PINS 0.157Φ W/ 3/4" MIN. <br />EMBED INTO CONC @ 24" O.C. <br />PRESSURE TREATED PLYWOOD <br />SHIM W/ MIN. (2)SIMP. PDPAWL-MG <br />SHOT PINS 0.157Ø W/ 3/4" MIN. <br />EMBED INTO CONCRETE. <br />WATER PROOF MEMBRANT CAN <br />BE USED AS AN ALTERNATE. <br />22GA SHEET METAL OR <br />(2) 1 3/4"X16" LVL @12" O.C. 14'-0" MAX. HORIZONTAL SPAN. <br />NOTES: <br />MAX. SPANS ARE HORIZONTAL- <br />PROJECTION LENGTH. <br />CONTACT GOUVIS ENGINEERING <br />FOR SPANS THAT EXCEED MAX. <br />- <br />SPAN SHOWN IN TABLE. <br />(2) 1 3/4"X18" LVL @12" O.C. 16'-0" MAX. HORIZONTAL SPAN. <br />12" MIN. FOR (2) 1 3/4"X18" <br />SEE TABLE. <br />(2) 1 3/4"X18" LVL @ 8" O.C. 17'-6" MAX. HORIZONTAL SPAN. <br />1