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2 <br />FP2.4 <br />FPA 8 PARTY WALL <br />FPA PER FP2.1; ORIENT IN DIRECTION OF PRIMARY LOAD J2± <br />(E) OVER -FRAMING (N) OVER -FRAMING TO MATCH (E) (N) OVER -FRAMING TO MATCH (E) I (E) OVER -FRAMING Copyright @ 2018 All rights reserved. <br />e J2 Building Consultants, Inc. <br />8425 44M Ave. W <br />4Aukifieo, IVA 98275 <br />1/4"0 X 4° SIMSON SDS HEX SCREWS, PP.E DRILL ALL HOLES Tel425.774.5600 <br />1 Fax 425.774.5661 <br />mm. J2Consu/tants. com <br />(N) SHEA I RING TO MATCH (E) <br />(MIN 1/2" COX PLYWOOD) W/ 8d (N) SHEATHING TO MATCH (E) (MIN 1/2" CDX <br />(E) SHEATHING COMMON GALV. @ W O.C. ' PLYWOOD) W/ 8D COMMON GALV. @ 6" O.C. (E) SHEATHING <br />i 8d COMMON GALV. @ 6" O.C. EA SIDE <br />e <br />STAGGERED <br />Iz <br />BLOCKING; CKINCOMMON;NAIL TO <br />(E) WITH <br />% --} <br />MIN <br />() 0ENAIS (4) SIMPSON A34 EA BLOCK TO 4.- <br />EACH SIDE ' I fE) JOIST (2) EA SIDE <br />e F — <br />„T <br />=®�==c�mmscmm®scoammm®=�.sem�c=�= mm u �. <br />' <br />(N) BLOCKING; NAIL to (E) WITH MIN. (3) 10d COMMON <br />TOENAILS EACH SIDE (E) x BLOCKING <br />, <br />�`% <br />s �1-70 <br />r i , <br />r, <br />t rr 1 `T`T rrr• 4914.1 <br />(E) DOUBLE TOP PLATE OF f i (E) JOIST <br />I PARTITION WALL BEYOND <br />} I SIMPSON' <br />SI NOTES: <br />(2) EA SIDE —1YP. OR IS 1' FOR FIELD IVERIFICATION BLE <br />O <br />SIZING AND QUANTITIES OFALL <br />COMPONENTS. <br />e 4X FULL HT, FULL WIDTH i <br />BLOCKING, JOIST TO JOIST, TYP. <br />(N) BLOCKING 2• MOCK UP REVIEW OF ALL <br />SIMPSON A34 @ 3" O.C. (E) JOIST TO (E) TOP PLATE TYP. EXTERIOR ASSEMBLIESREQUIRED BEFORE INSTALLATION. <br />j ° ! (E) PARTY WALL- <br />= 3. DRAWINGS ARE DIAGRAMMATIC <br />I ` i (E) STUD OF PARTITION WALL, TYP, I — rr, ONLY AND ARE NOT TO BE USED <br />FOR TAKE OFF QUANTITIES. <br />_ �T-,--��T - - - (N) 4x BLOCKING <br />;;;} T, _ FULL H T <br />) <br />I I ( (4) SIMPSON <br />t ��, ;•=y;,;,, �z ,�, I HEXSCREWEA <br />i } r BLOCK, TYP. <br />1 / FP2.4 FPA CENTERED ON PARTY WALL & PARTITION WALL, E SCALE:N7S <br />JOISTS PERPENDICULAR TO PARTY WALL, SECTION PERPENDICULAR TO PARTY WALL ID: i (E}JOIST <br />I <br />i 3 <br />, _ � Revisians: <br />CL FPA &PARTITION I <br />! Date De n lion <br />WALL <br />N OVER -FRAMING 10 MATCH E (E)OVER-FRAMING <br />(E) OVER -FRAMING I (N) OVER -FRAMING TO MATCH (E) () () I t) j <br />(E) PARTITION <br />WALL BELOW <br />r_k <br />- <br />4 <br />1/4"6 X4" SIMSON SDS HEX SCREWS, PREDRILL ALL HOLES <br />a 3 <br />o (N) SHEATHING TO MATCH (E) (N) SHEATHING TO MATCH (E) <br />(MIN 1/2°CDX PLYWOOD) W/ IId I (MIN 1/7 COX PLYWOOD) W/ 8D <br />COMMON GALV. @ 6" O.C. (E) SHEAT HING I -iw, XrT <br />(E SHEAI HING COMMON GALV. @ 6" O.C. - - <br />i 8d COMMON GALV. @ 6" O.C. EA SIDE Tr _u <br />STAGGERED TYP. <br />is ii i ii i i/ _i i i .. r <br />n <br />1 (E) JOIST <br />(H) 4X BLOCKING FULL HT, TYP. <br />o o <br />(E) JOIST 1 1 LL . -T 1 ' Project Title: I <br />l SIMPSON A34EABLOCK TO(E) � � NAUTICAC®N®®MINIUMS <br />JOIST, TYP. tE) JOIST ROOF REPLACEMENT <br />iL 11 <br />I I t ® DOUBLE PLATE OF PARTY (E) PARTY WALL 2818 GRAND AVENUE <br />WALL BEYOND BELOW EVERE i I WA 98201 <br />I Ism 2818 <br />GRAND E /I NOTE: EVERETTWA 9821 <br />CLOCATE (E) PARTY WALL AND (E) PARTITION WALL PRIOR. TO <br />fNSTALLATioN of FPA Sheet Title: <br />I FALL PROTECTION <br />SIMPSON A34 @ 3" O.C. (E) JOIST ANCHOR PLAN & <br />I TO (E) TOP PLATE SECTIONS <br />I (E) STUD OF PARTY WALL, TYP. <br />—J, LjI Scale: As Noted <br />PERMIT SET <br />(4) SIMPSON 1/4"0 X 6" SDS HEX <br />SCREW EA BLOCK TO EA BLOCK, TYP. (E) PARTITION WALL <br />Dram, By: NKC <br />Checked By: DID <br />Issue Date: Sheet Number. <br />01/27/2i) <br />Job # <br />/ FP2.4 FPA CENTERED ON PARTY WALL & PARTITION WALL, E JOISTS PERPENDICULAR TO PARTY WALL, SECTION PARALLEL TO PARTY WALL SCALE: NTs 3 /FP2.4 JFPA CENTERED ON PARTY WALL & PARTITION WALL, (E) JOISTS PERPENDICULAR TO PARTY WALL c� E: NTs 0550217 <br />