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In <br />SHAPED 3x6 NAILER W/ CTSK - <br />518.0 THREADED STUDS @ 24" OC <br />MTL DECK PER PLAN - <br />SHIM PL PER 98 <br />S1.4 <br />LINE OF W BEN BEYOND <br />SHOWN DASHED <br />314"= If -O" <br />ROOF EN <br />(S) HIT HGR TYP EA IJ <br />W BM PER PLAN <br />ROOF SHTG PER PLAN <br />IJ PER PLAN <br />1-- CL. W E3M = CL STUDS <br />314" =1'-0" <br />CONT DBL TOP PL <br />(S) A36 POST TO <br />DBL TOP PL TYP <br />WALL EN <br />WALL SHTG PER SW <br />4x POST PER PLAN <br />2x8 STUDS @ 24" OC BEYOND <br />2x BLKG <br />(4)16d TO 2x TYP <br />P • s ! i k ! <br />s <br />2x FLAT BLKG TO <br />ALIGN W/ POST <br />(S) ML26 Wl (6)1!4"0 2X6 EA OPPOSING SIDE: TIGHT <br />x 1 112" SDS SCREWS. TO POST W1 A36 EA END <br />PLACE ON OPPOSING <br />SIDES OF POST <br />(4)1/4"0 x 31/2" SDS <br />TO POST TYP T&B <br />DBL TOP PL <br />WALL EN <br />2x BLKG <br />WALL EN <br />3x BLKG W/ (S) A35 EA END <br />WALL SHTG PER PLAN <br />& SW SCHED <br />STUDS PER PLAN <br />314"= T -W <br />TOW PER PLAN OL <br />SHTG PER SW <br />WALL EN <br />ROOF EN <br />(S) ST12 EA U <br />(S) ITS HANGER W/ ALT <br />NAILING PER MFG. PROVIDE <br />(4) 1 Od x 11/2' TO lJ EA SIDE <br />ROOF SHTG PER FLAN <br />WEB STIFF PER MFR ` IJ PER PLAN <br />1 3/4"x16" LVL LEDGER W1(4) 114"1x5" SDS EA <br />STUD & 114"0)e SDS @ 12" OC TO BLKG. <br />USE SPLICE ,PER11 UNO <br />VV 51.2 <br />3x6x8%V NAILER W/ —f <br />(4) 5/8"0 THREADED W BMI PER PERI <br />STUDS TO W BM SE=E S5 E1 3 OTHERWISE <br />WALL EN <br />SEE , OTHERWISE <br />STUDS PER <br />SHTG PER SW PIAN <br />TOP OF SHTG = TOP OF DECK I Od @ 4" OC TYP @ 3x NAILER WALL EN WALL EN <br />ROOF EN 3x6)0-0" NAILER W1 <br />X (4) 518.0 THREADED 4" MAX ROOFEN <br />STUDS TO W BM TTP EE (S) ST12 SLOT SHTG FOR STRAP <br />2x BLKG @ 24" OC <br />WALL EN (5) 1©d EA BLKG TYP <br />W12 PER 2x RAFTER PER PEAL 4� ROOF EN (S) ST12 @ 24" OC TYP <br />--�' <br />PLAN CONN PER `E SEM. USE SC BOLTS $FULL DEPTH � �------, ..-_�"-J,� -- � WALL EN -----M ROOF SHTG PER PLAN <br />WALL EN 51.4 STIFFENERS AT ALL W12 TO W16 WALL STUDS &SHTG 12 f <br />CONNX TYP THIS LINE 9�:3x BLKG A TEND <br />PER PLAN TYP <br />(S) LU HGR <br />EA END f� °� 1 T4 -x16" LVL LEDGER W/ (4) -- <br />2x LEDGER W/ __ BM AS OCCURS 1/4"0x5" SDS EA STUD & <br />SHAPED 4x PL W/ CTSK W BM PER PLAN 16d @ 8" OC TO 1/4"0x5" SDS (c 12" OC TO BLKG <br />&8"0 THREADED STUD 79�-41 BLKG & (2)16dSW PE=R PLAN @ 24" OC TO W12 �L EWA STUD <br />MSTC40 CTRD 01 W16 CONN PER(S) ST9 @ 32" OC IN'2A` <br />4x BLKG @ MSTC TYP HSS PER WALL EN 2x4 FLAT BLKG @ STRAP <br />(2) f27A-$ 5 Tb� %A �--- <br />STUD WALL PER PLAN IN `2A' —1 314" LVL BLKG W/ IJ PER PLAN <br />(S) A35 EEA SIDE EEA END, A �► * <br />■}/9►Di y/ sit }� _//�J _//°S 3x BLKG Q'2A' W1 (S) A35 EE <br />V '.7P�E,"='�e^/•i�� JP4" 1'^li" wL iw i.we //J 314"= <br />t4y 1f^0 <br />",.,.»..,. <br />DBL TOP PL NO SPLICES SEE213 OTHERWISE <br />55.1.3 <br />WALL EN <br />118 1-12 <br />14 GA PL FULL 118 1-12 1/4"0 x 31/2" (S) SDS <br />LENGTH OF C SCREW ca3 8" OC & 3" 2x6 a 1ti" OC <br />FROM EA END WALL SHTG <br />118 1 12 �rvr o c PER <br />SW [ 6 <br />118 1 12 ROOF EN (5)1€}d TYP Q IJ BLKG <br />WALL EN <br />3x BLKG <br />IJ BLKG PER MFR <br />FINISH SAD' CENTER C ON GRED NAILING PER @ 48" OC EA SIDE WALL SHTG PER PLAN <br />SW SCHED <br />MTL DECK PER PLAN — C PER PLAN <br />X �( STUDS PER PLAN TO ®BL IJ2)16tE @ E2" OC <br />- WALL EN DBL TOP PL <br />WALL EN <br />,�— SW PER PLAN <br />L PER PLAN <br />MTL DECK PER PLAN <br />3(4"= 1"-0" <br />LEDGEEE" <br />3/4" = T -O" <br />3x8 FLAT BLKG TYP @ C <br />34"= V-1)" <br />1 5 <br />SE 55.1.3 55.1.2 OTHERWISE <br />ROOF EN STRAP PER PLAN AS OCCURS TO 2x BLKG <br />PROVIDE Z CLIP EA E=ND @ BLKG TYP <br />SHTG PER FLAN WEB FELLER EA <br />11 SIDE OF IJ BLKG <br />WEB FILLER PER t 51 3 <br />IJ PER PLAN <br />o `� � • �� �... � �... irk :..557 ► "C a � �1 Q d:—� 4 t7 � `� � 1 t�i `2f�} <br />314"= V-0" <br />VJ PER PLAN _ f <br />ZI J4" LVL BLKG TO LVL PER PLAN <br />ALIGN W1 BRACES <br />314" =1`-O" _v <br />SEE 551,3 OTHERWISE <br />16d@6"OC <br />STRAP PER <br />PLAN ON SHTG <br />WALL EN <br />s <br />w <br />lac BLKG -' <br />STUD TO SIDE OF IJ W/ (6) <br />16d TO WEB FILLER <br />2x BLKG <br />•i <br />••i <br />WALL EN <br />•xE <br />B.O. SOFFIT <br />SAD <br />1 (3)16d <br />3/4"= if -W <br />AI n d e sip S o n <br />650 University Ave., Suite 110 <br />SItructur <br />Sacramento, CA 95825 <br />Picone; (916) 514-9109 <br />GIrid <br />ASG Project No. 15018 <br />Copyright 0 2015 Rainforth Grau Architeot. Al Nth reserved. Reproduction of these plans, either in whole or in part, including any form <br />of copying andlor prepaxadon of derivative works thereof, for any ream without prior written permission, is strictly prohibited. <br />DSA <br />SE <br />File No. 39-53 <br />ivFESSZ- <br />IDENTIFICATION STAMP <br />DIV. OF THE STATE ARCHITECT <br />rry�e �y �g�y <br />0L — 114490 <br />9 <br />EXP, 12/31/16 <br />AC FLS <br />DATE E cTaI i <br />`1,h UCiR�.`� <br />���' .• 0 l� <br />woo <br />2x6 BLKG WEB FILLER PER LIN OLN M.S. -, CAMEOTPERIA & <br />C I.W.A.—SSROOM MODERNIZATION, <br />1 MAX <br />1 <br />A, <br />M%JAOF DETAILS <br />LOW <br />WEB FILLER PER (S1-3) i <br />2x6 DIAG KICKER @ <br />• <br />CEILING FRMG PER PLAN <br />DRAWN PROJECT NO. <br />Revision TJS 15-1207 <br />CHECKED DATE <br />TGK 6-26-15 <br />SCALE= SHEET <br />As indicated <br />S5.1-3. <br />