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(`lam iY SAS TA A4��1 4 �1_00� ��'t�r'IINC� �Lf�N 41411-4 F:Y-00P PI -AN KEY rr W/l/ fi 1-101-tr Nf W WJI-1 C1,0N�-rPUG7r-10N w/r/1 0'r, N0,2 Ar 16110/c /wp.9x6 Ar 16110/c, IT ri-OMOINO WALL FL-ourrcrw L-latrr '5tlOKr r-)rrCG-OOP 5VIIIAP1.3WIPf aFC LINE EXIIIAk)_5 r rAN -Alp GHAN&ff Prf t1f, jffprAGL-f 04,177-tf-r E) 67/S WA7-f r ntA7-FP PAP, 40 CvAL-, 15.�.Gj, F1fGfprAG1-jr our�L PlACK 15jztf FO V01 WAY F1 r/r-n WAY F2 121, -15-#4 flCn WAY 121, "4 C" WAY 12!1 4-*4 fl" WAY 121,3 #4 r" WAY F6 2 4 0, 1,21, !,-,-f f" WAY WALL :!!5(,-t1rVU1-r I'M I FOk r)f7`/v/-!!5 PlArof! I FOP 0f7')v4- 5t,ff p/161! 1 Foe 1HICOWeTrE ED) ,,*r I For 0f7"NL5 POO[ t �� , t `�.,,/ Aj, 7+ - — — — — — — — — — — — :F ........... . .... ... 7 v) �z cl� N 1�127 tip FF )L Jill (P)rAIIII-Y Poo 11 /—X 0 A x .0 AMC, 616 0/c kk A 7t r ;7-X W10N L Mtn. ')A 110f f I SHEARWALL SCHEDULE1:06148C ALLOW TYPE SHEATHING AND FASTENING SHEAR —.4. 75 SAME BOTH SIDES ISO 88 SAME BOTH SIDES 175 718- STUCCO W/I 6 GA. X 7/8'LEO STAPLES @ 180 3 TO.C. @ T&B PL, EDGE OF SHEARWALL AND FIELD 318"STR It PLY W/8d @ e EN & ITFN 300 15132" STR I PLY W/10d @ 6- EN & IT FN 340 75A SAME BOTH SIDES 680 15/32"STR I PLY W/10d @ 4" EN & ITFN 615 SAME ON BOTH SIDES 7 7A SAME ON BOTH SIDES --- 8 15132"STR I PLY W/10d a T EN & IT FN 870 8A SAME ON BOTH SIDES 'SHEAR SHEAR BOLTING (8,9) ROOF AND FLOOR (2A SIMPA-35 SPACING SEE ADD-rL NOTE# TO FOUNDATION PLATE NAILING YES 5/8' DIA AS @ 48- D.C. 16d @6* O.C. 3 O-C- Y I ES 618- DIA AS @ 24- D.C. 16d @4" D.C. 18* D.C. -YES 618- DIA AS @ 48" O.C. 16d @a O.C. 36- D.C. YES 5/8- DIA AS @ 24" O.C. 16d @4' D.C. 18"O.C. NO 618. DIA AS @ 48- 0,0. 16d @W D.C. 24"O.C. YES 6/W DIA AB @ 36- D.C. 16d @W D.C. 24" O.C, -YES 5/8' DIA AS @ 32" O.C. 16d @6- D.C. YES SIT DIA AB @ IT D.C. 31W DIA L.S.@ TO-C. IT D.C. 4,5,7,10 -YES 5/F�DfAABg24"O.C. 16d @4- D.C. c. 4.5,7,10 YES 6/8- DIA AS @ IT O.C. 31TDIA L.S.@ TO-C, a* O.C. --O.C. 4,5,7,10 ES ,1W DIA AS @ 24,, O'C. 3/8. DIA L.S.@ 6 O.C.z I 4,5,7,10 YES 314" DIA AS @ IT O.C. 31WDIA L.S.@ TO.C. 61, O.C. 4.6,7,10 -YES ---5/$-.-DIA AS @ �16- O.C, 318" DIA L.S.@ e O.C. B- O,C, 416,7110 YES 314- DIA AS @ `IT O.C, 318"DIA L.S.@ 4" O.C. 4" O.C. 4,5,7,10 Notes: ED W/ 2X OR 3X SOLID BLOCKING (ALSO SEE NOTE 4) 1. ALL EDGES OF PLYWOOD PANELS MUST BE BLOCK -. 2 ALL NAILS SHALL BE COMMON NAILS 9 GA(.148DIA)X 3- LONG W/ S- DIAHEAD. (PENETRATION INTO FRM`G MEMBER= 1 5r) ALL PLYWOOD SHALL BE 5-PLY APA RATED PLYWOOD. 4 PROVIDE 3X STUDS, TOP PLATES, SILL PLATES AND BLOCKING, OR BLOCKING.(PREDRILLING IS REQUIRED) 5 L.S. INDICATES LAG SCREWS x6"LONG MIN. INTO 3XMEMBER 6 EN=EDGE NAIL;FN=FIELD NAIL; AB=ANCHOR BOLT. 7 STRUCTURAL OBSERVATION REQUIRED By STRUCTURAL ENGINEER PER SEC. 91.0307 ( CITY OF LOS ANGELES ONLY) k 8 PLATE WASHERS REQUIRED FOR ALL ANCHOR SOLTS(DO NOT USE CUT WASHERS) FOR XT V0.5 5/8- DIA. AB USE 2112" SQ. X Ile 9 USE ITW RAMSET I REDHEAD STAINLESS STEEL TRU13OLT WEDGE ANCHOR BOLT AT ALL EXISTING FTNG. W/ EMBEDMENT OF 7" INTO FIRST POUR PER ICBO# 1372 OR LA CITY RR02748 10 PROVIDE 112"MIN. EDGE NAILING DISTANCE AT PANEL ENDS AND EDGES T ALL.HPLPQWNS U-NzP� ,11 towma t w— mxf,�,Tmm "m- - PROVIDE 4X OR 6X JAMBS PTUDA 44 'i� Ao", vA m"I" ."wri Af ------------ Z, u 17� 0� fit. c�j Sri Q) Ci kA 44, KA8 DATE 2 - 2 5 04, AS SCALE- NOTED DRA1v,/N-F,E1,P J0B943 A� SHEET1 OF b SHEETS ,lk Ul 'n!;J, Provisions of ANY City Ordinanc'a or State Law. 77417 11 il f X/�57, r7N(5, _V_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - F — 0 0 0 a 0 0 a 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — II EX1!!57_. 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