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D 3 <br />PARTIAL ROOF FRAMING PLAN <br />HOUSE $CALE : 1/4" = 1'-0" <br />CITY OF SANTA ANA <br />D1 d D..;1,4*-- A <br />-4 1 -1 <br />EXISTI NEW <br />T <br />3 2 <br />I <br />$ i 7 6 7 � 5 EQ. EQ. � 1 <br />2 I 4 <br />I <br />° 3 <br />1 PLATE SPLICE AT CORNER <br />2 3 7 10 <br />O 1 STRAP SPLICE - <br />1. 16d SINKER NAILS AT 6" O.C. 1. EDGE NAILING <br />U.N.O. & PER TABS E BELOW. 2. ROOF SHEA N - UST <br />2. TYP. STUDS AT 16 O.C. EXTE D TO n <br />6 3. LOCATE STUD UNDER SPLICE 8 6 L�"e�K"JI r <br />OR PROVIDE 2X BLKG. 3. FULL HEIGH B <br />3 3 A ACHED T? ADJACENT STUDS 1 EXTERIOR WALL Il <br />5 AIL SPLICE 4. y�W��P(((ld(S EACH SIDE <br />TlbggP &BOTTOM PLATE 9 4. A35 SEE SHEAR WALL <br />5 5. SIjA01 Nd STRAP PER TABLE 5 NN 1 ISLE FOR SPACING <br />4 EQ, EQ t MIN 1 O.0 <br />BELOW. 5. SHEARPANEL, SEE PLAN <br />1. STZ2 SIMPSON STRAP PER PL. 6. TRAP ST12 <br />1 3 3 2. SIMI AR CONDI 1 FLUSH 7. �4)16D'S I <br />6. 2X R OF RAFTERS <br />BEA/ JOIST �S�%�LKGS 3. END LENGTH 7. STAREC�=� D ,�jY 4. PPLANOR MULTI STUD, SEE 3 3 2 ARC T`1'�'1'Ctslb I _4E <br />5. DBL TOP PLATE STRAP SPLICE 8. USE 1 ALTERNATE TO A35 <br />:_:46.BEAi OR BLK'G(S) / LINE 5•�p�OF EDGE NAILING CEP PLAN 9. TOP L�� l"��PER PL. <br />7. CONT. JOIST OR BLOCKING, •SEE FRRAMMING PLAN A B C 10. CEILI G JOIST PER PLAN <br />8. ALTERNATE STRAP LOCATION P1R I A�8)16d's COMMON NAILAT TOP 3NO. OF 16d SINKER 12 18 24 tMIN. PLATE LAP 4 FT. 4 FT. 4 FT. <br />6 PLATE SPLICE AT <br />4 SLOPING CONDITION ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 INTERIOR WALL <br />DRAG DETAIL TYPICAL SPLICE TOP PLATE 6 SHEAR TRANSFER <br />9 5 g 1. ROOF RAFTER PER PLAN <br />2. CALIFORNIA FRAMING <br />4 3. EDGE kAILING 1 3 2 <br />5 8 4. 2X CRIPLE WALL ® 16" O.0 <br />T <br />1 7 5. 2X BLK'G W/16d's qT 4" O.C. <br />a 6. H HANGER TO BEAM. <br />7. (E� ROOF RAFTER TO REMAIN <br />1. SIMPSON CS16 W/ 8d SINKER 8. PLYWgOp 'SHEATHING TYPE 10 10 <br />NAILS ® 2 1 /16 O.C. CUT TO 9. R/R W/A35 ® 16 O.C. g <br />FIT OVER ALL BAYS OF �i 10 10. A35 ® 16 O.C. 3 <br />BLKG. ERE APPLICABLE. 10 11. SHEAR W LL PER PLAN WHERE 9CC R 16 <br />i�� '/ 12. JOIST W HHU HANGER OR 2x BLK G T STRAP <br />2. TYPICAL ROOF RAFTER OR 13. ALTERNATE CEILING JOIST DIRECTION <br />TOP CHORD OF TRUSS. 15 <br />16 10 6 14. 2xLEDGER W/(2)16d's ®8" O.C. 4 <br />3. 2X FLAT BLK'G. W/ E.N. 1 _DETAI 15. 16d's ® 6" O.C. SILL PLATE NAILIN <br />NE PLAN FOR N0. OF BAYS B - CALIF. FRM'G 0 RIDGE 16. 2x4 KCKER ® 16" O.0 W/(2)16d's 3 12 8 <br />N. 4 BAYS). 7 5 1. E)) R/R OR RIDGE BEAM EACH END 3 <br />2 4 2 5 11 12 7 2. N) 2x8 BLKG W/ EDGE SHAPED AS 1 3 2 <br />4. HIP BEAM OR TOP CHORD LOPE OF ROOF W/(2) 16d's <br />OF HIP TRUSS. ® 24"O.C. INTO EXISTING FRAMING. IVI <br />2 6 7 3. SHEAR PANEL PER PLAN <br />5. DBL. TOP PLATE OR BEAM. 13 6 4• NEW ROOF SHT'G. IAI 3 10 <br />5. EDGE NAILING <br />6. ROOF SHEATHING W/ E.N. 6. `R OR TRUSS PER P�pN 10 <br />ALONG LINE OF DRAG. 7. ) 16d s PER COMEC�(TIION. g <br />7. END LENGTH. 8 TO EACH ROOF BFRAAMING ELtMENT. 3 T 14 <br />5 14 9. 2x VR 0 CA. FRAMING. USE 2x4 16 7 11 <br />024 O.C. FOR MAX. SPAN OF 6'-0" <br />15 & 2x6 ® 24"O.C. FOR MAX.SPA OF 4 3 <br />STRAP APACITYEND LENGTH 15 <br />10'-0" &TOE NAIL W/ (3) 16d s. <br />EA CS16 1650# 3'-6" = = = = n 10. 2x4 KICKER 0 32"O.C. 3 12 8 <br />2 CS16 3300 3'-6" 11. NOTCH RAFTER ® OUTRIGGER <br />O # �VI IVI DO NLOT OVERCUT. 3 <br />IAI 12. 2X F AT OUTRIGGER ® 24 O. 6 <br />7 1 5 u 13. P/ 3) 16" O.0 (U.N.O PER ___ <br />AN <br />14. 2xC�tfPLE STUD ® 16" O.C. IVI 5 17. ST12 ® 32" O.C. <br />5 3 C -FRM'G 0 WALL 15. 16d Sj 6" O.C. IAI 17 <br />16 2x STUD WALL OR BEAM PER PLAN <br />ROOF DRAG DETAIL F 2 CONNECTION DETAIL CONNECTION DETAIL F2 <br />1 5 4 1 2 1. 2x RIDGE BOARD. 1 <br />2. (8) 16d COMMON NAIL PER LAP. (U.N.0) 7 <br />3. 2x ROOF RAFTER- SEE PLAN 8 <br />4. A35 0 16" O.0 (U.N.0) <br />° 5. CEILING JOIST PER PLAN 3 <br />6. BEAM OR DBL TOP PLATE PER PLAN <br />7. EDGE NAIL <br />6 8. ST22 AT 32" O.C. (MIN), U.N.O g <br />1 9. (2)16d's EA. SIDES TOE NAILS, TOTAL (4) <br />3 3 10. SHEAR PANEL PER PLAN. <br />11. H2.5A R/R TO DBL. TOP PL. ® 32" O.0 <br />®2-BEAMS ®CONT. BEAM <br />W/CCQ OR CC H2.5T <br />2 <br />3 2 <br />7 <br />5 <br />2 2 2 1. BEAM PER PLAN <br />6 5 1. FLUSH BEAM NOTCHED AS --- --- <br />SHO N. 2. H2.5T OR TS22 BEA TO BEAM 4 <br />2. OVEEALL BEAM DEPTI OR POST BELOW. ON EACH SIDE, " <br />3. PLOAN OR BEAM BELOW PER ALT• U E EA. <br />CONNECTION <br />TOPNPLATES 11 <br />3 4. gTCH SLOPE OF ROOF <br />1 5. (( A))RE AS ROOF RAFIT.�R 3 3. POST OR BEAM PER PLAN <br />6. P2CSST2PER OPLAN BELOWTO BM OR 3 4. ST22 STRAP <br />END BEAM/POST ® END W/H2.5A <br />NO CC P <br />DO NOT OVERCUT 6. HANGER P RR PLAN ER PLAN 10 <br />NOTCH BEAM - SIDE VIEW F 3 BEAM TO POST 8 CONNECTION DETAIL 3 <br />7 1. (E)ROOF RAFTER PER PLAN <br />6 1 4 2 2 (E)ST22 AT 32" O.C. (MIN), T <br />1 7 3. ((E) 4 KICKER ® 32" O.C. 4 <br />�%y/2(2)TOE NAILS EA. END 1. PLYWOOD SHEATHING TYPE 10 <br />4. (E)RIDGE BOARD TO REMAIN 7 <br />5 5. (E)HU OR LUS HANGER 4 2. ROOF RAFTER PER PLAN <br />3. R/R W/A35® 24" O.0 (U.N.0) <br />6. 2xBLK'G W/A35@ 16" O.C. 3 4. EDGE NAILING <br />2 7. EDGE NAILING 1 <br />3 8. CE%LING JOIST PER PLAN 4 5. PER PLAN DBL TOP PLATES <br />9. WALL OR BEA�HPER PLAN 2 6. HU OR LUS HANGER TO BEAM. <br />10.2xPLATE W/16d's ® 6" O.C. 9 7. CEILING JOIST PER PLAN <br />ff 1 5 T <br />3 RS• 11. LA C//J 24" MMIN LENGTH 8. 2X LEDGER W/(3)16d's ® 16" <br />2> 1 2' �y Yy8)16d's STAGGF•RED O.0 TO STUD <br />II 12. 2 STRAP ®32 O.C. g 9. 2X BLK'G W/16d's ® 6" O.C. <br />II ° II 10 11 <br />II 2 <br />II II <br />n ° <br />II 3 <br />1. BEAM PER PLAN I ° <br />N2. POST CAP PER PLAN ° ° ° ° 9 - - - - - <br />3. POST PER PLAN / 4. 4RRUI BOL NEyyEBRACE�PLATE & /WASHER N g A 12 <br />4 3 5. ST22 STRAP EA. SIDE 3 9 7 5 6 7 <br />6: S 2 STRAP <br />SET RAPOR HUC PER AT CORNER PLAN 4 ROOF071 AT ALL 8 AT BEAM HN14 <br />BEAM TO POST 14 CONNECTION DETAIL 9 SHEAR TRANSFER F4 <br />1. (E) ROOF RAFTER 3 3 <br />T <br />322, (E) CALIFORNIA FRAMING <br />T T <br />3. (E) EDGE NAILING 11 <br />4. (E)2X CRIPLE WALL ® 16" O.0 <br />5. (SHEAR WALL PER PLAN.] 2j 2 <br />6 3 4 6 `Ee TO gE� BLCKWdl 6d's ® 6" <br />4 <br />6 7. (E) R/R OR ROOF TRUSSES. <br />7 8. (E) OR (N)STUD WALL <br />5 9 9. PLYWOOD SHEATHING TYPE 10 1 1 <br />10 3 4 <br />10. (E) CEILING JOIST <br />1. TRELLIS PER PLAN ----- 2 <br />2. 1 NEVI LED LEDGER W/ 11. 2xLEDGER W/(2)16d's ® 8" <br />1 3 0/C. 6'IMIN SIDS 2.5 R INTO C�E➢A16"CH ICI 11 O.C. <br />STUDTAGGERRED 12. (8)16d's PER LAP ® R/R <br />3. STUDALL PER PLAN 3 12 1. MULTI STUD OR POST <br />P� 2. SIMPSON TS22 STRAP EA. <br />2 6. A34 RP RR TO BEAM 8 7 3. BEA PER PLAN <br />7. BEAM ER PLAN 5 5. SIMPSON H6 5TTOR TS22 POST <br />® BEA ®POST TO BEAM <br />A. <br />SHEAR TRANSFER DETAIL 15 CONNECTION DETAIL 110 CONNECTION DETAIL 5 <br />Restrictive <br />Notice <br />THESE DESIGNS, DRAWINGS & <br />ENGINEERS INC.. <br />ALL INFORMATION SHOWN IS <br />CONFIDENTIAL TO ALL <br />RECIPIENTS. NO PART OF <br />THESE DRAWINGS CAN BE <br />COPIED, TRANSFERRED, OR <br />'EPRODUCED WITHOUT WRITTEN <br />CONSENT OF TMC ENGINEERS <br />Q�OF ESS/p� <br />A,GLLJ F2 <br />c <br />o. 72324 � <br />* Exp. 6/30/24 <br />�1V0- �Q <br />9� CALIF <br />■ J <br />UQ <br />Z� <br />U) U <br />� <br />� o <br />U <br />V) rj � <br />W ♦ o0 <br />W a <br />Z ZQ o <br />U <br />j <br />Lu <br />Z O sCT� <br />uj Q3 N <br />W~ °� a�i <br />U � <br />> UQW <br />Cn V <br />a� <br />c <br />a� <br />C) <br />z <br />O Q <br />N <br />O CL <br />U <br />Q <br />uj <br />Q z <br />Q <br />U z � <br />IzV J' Q 'W^ <br />W <br />Q <br />(j)? LL 0 <br />W <br />0= <br />�0 <br />V) <br />N <br />Q <br />oC <br />Q <br />CL <br />SCALE: AS -SHOWN <br />-) <br />DATE: 1215124 <br />DESIGNED BY: T.C. <br />CHECKED BY: T.C. <br />SHEET <br />S-2 <br />JOB NO. <br />8824VL <br />VCE <br />Restrictive <br />Notice <br />THESE DESIGNS, DRAWINGS & <br />ENGINEERS INC.. <br />ALL INFORMATION SHOWN IS <br />CONFIDENTIAL TO ALL <br />RECIPIENTS. NO PART OF <br />THESE DRAWINGS CAN BE <br />COPIED, TRANSFERRED, OR <br />'EPRODUCED WITHOUT WRITTEN <br />CONSENT OF TMC ENGINEERS <br />Q�OF ESS/p� <br />A,GLLJ F2 <br />c <br />o. 72324 � <br />* Exp. 6/30/24 <br />�1V0- �Q <br />9� CALIF <br />■ J <br />UQ <br />Z� <br />U) U <br />� <br />� o <br />U <br />V) rj � <br />W ♦ o0 <br />W a <br />Z ZQ o <br />U <br />j <br />Lu <br />Z O sCT� <br />uj Q3 N <br />W~ °� a�i <br />U � <br />> UQW <br />Cn V <br />a� <br />c <br />a� <br />C) <br />z <br />O Q <br />N <br />O CL <br />U <br />Q <br />uj <br />Q z <br />Q <br />U z � <br />IzV J' Q 'W^ <br />W <br />Q <br />(j)? LL 0 <br />W <br />0= <br />�0 <br />V) <br />N <br />Q <br />oC <br />Q <br />CL <br />SCALE: AS -SHOWN <br />-) <br />DATE: 1215124 <br />DESIGNED BY: T.C. <br />CHECKED BY: T.C. <br />SHEET <br />S-2 <br />JOB NO. <br />8824VL <br />VCE <br />z <br />O Q <br />N <br />O CL <br />U <br />Q <br />uj <br />Q z <br />Q <br />U z � <br />IzV J' Q 'W^ <br />W <br />Q <br />(j)? LL 0 <br />W <br />0= <br />�0 <br />V) <br />N <br />Q <br />oC <br />Q <br />CL <br />SCALE: AS -SHOWN <br />-) <br />DATE: 1215124 <br />DESIGNED BY: T.C. <br />CHECKED BY: T.C. <br />SHEET <br />S-2 <br />JOB NO. <br />8824VL <br />VCE <br />SCALE: AS -SHOWN <br />-) <br />DATE: 1215124 <br />DESIGNED BY: T.C. <br />CHECKED BY: T.C. <br />SHEET <br />S-2 <br />JOB NO. <br />8824VL <br />VCE <br />