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M <br /> � N <br /> a co <br /> N D_ D \ <br /> SHEET INDEX N Y w Y n <br /> 1/3 oc rn 3, o <br /> 2/3 0 e•o.a <br /> 3/3 E'o a a <br /> 0 <br /> (2) 2x10 DFL#2 (2) 2x10 DFL#2 COMP ROOF OVER CODE APPROVED VAPOR <br /> RAKE BEAM PER RAKE BEAM PER BARRIER OVER 7/16" OSB SHEATHING. DETAIL 8/2 AT INTERIORo <br /> DETAIL 56/2 DETAIL 5B/2 (2) 2x10 DFL#2 NAIL SHEATHING w/8d AT 6•'o.c. AT DETAIL 58/2 AT ENDWALL <br /> RAKE BEAM PER <br /> 24'-0" PANEL EDGES AND 12"o.c. IN FIELD. / <br /> • DETAIL 58/2 <br /> DETAIL 10/2 E <br /> 12'-0" 12'-0' 10' 0" PURLIN 3 2 & 4L2 ",^,%/ /\ 2 <br /> ® / 4/2 <br /> S <br /> PURLIN PER DETAILS <br /> c ��I `/% 3/2 & 4/2 <br /> ' \ <br /> I 7 <br /> 6x10 HF 2 6x8 HF#2 .�� iiigl"� /�� DETAIL 9/2 y <br /> # 6x10 HF#2 ENDWALL 6x6 HF#2 z EAVE 1i� _\�//� __ 12 2.4 o <br /> m a CORNER POST ENDWALL _ <br /> ce m POST CORNER a I , //!I <br /> a z POST = OVERHANG PER _ o <br /> o POST j DETAIL 2/2. Ii TRUSS SUPPORT BLOCK I TRUSS BY OTHERS 1 �•�I� c suolsina <br /> I- 4"CONC.FLOOR PER DETAIL 1/2. w/BRACING PER DETAIL <br /> N p w <br /> x cc w - I I 1/1 AND/OR 2/1 RAKE BEA <br /> o z '�' 6x10 HF#2 6x6 HF#2o <br /> o 6x10 HF#2 a INTERIOR CORNER i I POST PER PLAN I I (ORPER PLAN I Q <br /> SIDEWALL POST POST I I w H- <br /> POST 5/8" T1-11 = W <br /> o d > + ENDWALL POST <br /> — TRUSS + — 36"x80 PANEL SIDING I I <br /> r c" — — BEYOND POST PER PLAN > <br /> ,r TRUSS -+ DOOR NAILED PER I POST PER PLAN <br /> c� I NOTE 11/2 �c GIRTS PER DETAILS <br /> a r — — - -- — r — — 12/2 1 o <br /> 1 w ccm a 1 e b Z <br /> > n z m (2) 2x 10 DFL#2 II I I I Z <br /> co c- 0_w z RAKE BEAM PER hi DETAIL 13/2 <br /> 1 o ceMol DETAIL 5D/2 !' f r4" CONC SLAB i <br /> U <br /> i� -I°� w I LLJ <br /> x 6x10 HF#2 maw �� Jt ��� (n <br /> o z ENDWALL ao z t <br /> 6x10 HF#2 POST /'�!'! I\ <br /> . /\,\4X/V.05, Z <br /> CORNER <br /> 6x6 HF#2 <br /> POST CORNER Q__IPosT YI I I I I I I I % <br /> . <br /> ' <br /> .1�e / I 27"0 x 4'-0" DEEPSI POST FOOTING PER 18"0 x 4'-0" \HR FIREWALL CONSTRUCTION PER DETAIL 21/2 24"0 x 4'-0" DEEP SIDEWALL 18"0 x 4'-0" DEEP DETAIL 16/2. DEEP CORNER <br /> 2) 2x10 DFL#2 POST FOOTING PER DETAIL•16/2. ENDWALL POST,FOOTING 18"0 x 4'-0" DEEP ENDWALL POST FOOTINGS <br /> (2) 2x10 DFL#2 RAKE BEAM PER 18"0 x 4'-0" DEEP CORNER PER DETAIL 16/2. OR CORNER POST PER DETAIL 16/2. <br /> RAKE BEAM PER DETAIL 56/2 POST FOOTING PER DETAIL 16/2. FOOTING PER DETAIL 16/2. o <br /> DETAIL 5B/2 =J <br /> o Z <br /> ALL EXTERIOR WALLS TO HAVE 5/8"T1-11 (OR 7/16" 24.-0" SPAN 10'-0" SPAN 0 <br /> LP PANEL SIDING). PANEL SIDING SHALL BE NAILED ' AL r ° o <br /> <41) 3 LA N WITH 6d COMMON OR GALVANIZED BOX NAILS AT 4"o.c. a Q m ALONG PANEL EDGES AND 12"o.c. IN FIELD. ALL SECTION THRU BUILDING WITH LEAN—TO =E Q a/ SCALE: Ya"=1'-0" EDGES OF SIDING TO BE BLOCKED. FOR SHIP-LAPPED <br /> EDGES BOTH PANELS SHALL BE EDGE NAILED WITH 6d 0N.T.S. N E <br /> AT 4"o.c. IN ACCORDANCE WITH MANUFACTURER'S IJ� LL m <br /> SPECIFICATIONS. ^W O <br /> ,9LL o- <br /> 2x6 BETWEEN <br /> ENDWALL SAVE GIRT POSTS w/(3) 16d <br /> TO 2x4 BRACE /Tl <br /> ..km 2-10d (TYP.) 16d AT 24"o.c. AND(3) 16d TOE ll2 <br /> SAVE GIRT TO 2x6. NAIL AT POSTS. ('� <br /> PURLIN (2)16d. SAVE ,\EE: v' <br /> 2-10d TOENAIL V GIRT TO BRACE. ,•,�N� LC) <br /> EACH SIDE ' <br /> o SIMPSON CS16 2x4 BRACE <br /> BRACE STRAP BENT AT <br /> UD <br /> PURLIN I SAVE GIRT w/(5) <br /> 1Od x 1 1/2 ` `I W <br /> (1 NAIL Al SAVE ENDWALL POST <br /> GIRT) PER PLAN I CE <br /> SYM ® LLJ <br /> 1 (IF OCCURS) BAY WIDTH I I I W <br /> i L <br /> PURLIN O <br /> I I I <br /> nHP0 ' <br /> F-- <br /> 3-10d ® LAP <br /> n � <br /> Millinilia <br /> i<` (NP.) <br /> 2x6 HF#2 BRACE Q <br /> AT LOCATIONS STI�ii !JII ;LICE <br /> � : _ <br /> NOTED ON TRUSS 6 — <br /> : DRAWING 2x4HF#2 CONTINUOUS 6 I�I <f,A.ky- <br /> DBL TRUSS (OR SINGLE BRACE APPLIED AT _-I�l o� ,.. iywns�1 1 <br /> TRUSS AT END BAYS IF LOCATIONS NOTED ON <br /> • OCCURS)PER TRUSS TRUSS DRAWING. - . <br /> 2-10d TOE NAIL MANUFACTURER ATTACH TO TRUSS /` <br /> BOTTOM CHORD 0/ 1 .6,4 <br /> EA. SIDE 2-10d TOE-NAIL AT ff'.'.rs o`. <br /> EACH CHORD. '14jOry'n:.C'.`b sheet <br /> 0Ti'P. TRUSS BRACING ® BOTTOM CHORD w/ MULTIPLE TRUSSED BAYS. R3127123 <br /> 0TF <br /> . TRUSS BRACING ® BOT. CHORD w/ ONE TRUSSED BAY. <br /> 3 <br />