Laserfiche WebLink
r (� r N <br /> DETAIL 8/2 A Benchmark Is Required On Site Do <br /> ii ( 716 _To Verify Approved Building Height °a <br /> ' CDX PLYWOOD OR / "OSB <br /> SHEATHING). NAIL WITH 6d AT 6" o.c. \ -" <br /> AT PANEL EDGES AND 12' o.c. IN FIELD. -- <br /> 0 <br /> N <br /> ��/� o c c-p ,3 <br /> ROOFING BY OTHERS. 12 o,3-,,o <br /> X i \\� // 16 r . o v v` a <br /> 1 36'-0" PURLIN PER DETAILS `\\ !/' <br /> 3/2 & 4/2 VA // <br /> II-4 I 1 ir- BLDG. LINE <br /> POST(TEPP) EAVE \\� �. �I% <br /> 1 -\._ 1i ` OVERHANG PER <br /> I n I DETAIL 2/2. ._ <br /> TRUSS PER 2 II 6x12 HF#2 II TRUSS <br /> DESUPPORT BLOCK TRUSS WITH BY OTHERS <br /> 6x12 HF PER <br /> DETAIL 5E/2 # SIDEWALL <br /> CORNER POST (NP). N 3 T1-11 PANEL POST PER PLAN DETAIL 1/1 OR 2/1 <br /> POST (TYP) i v) U, CI) ',00 o SIDING PER NOTE <br /> #11 SHEET 4 = <br /> I-I I,- <br /> CC <br /> I� 6x6 HF#2 �g (2) 2x10 DFL#2 w o <br /> 2" MBI INSULTION # <br /> o AT ROOF SYSTEM I ENDWALL -RAKE BEAM PER = d <br /> N POST DETAIL 5D/2 (TYP) = <br /> r1 e ¢ ` suoislna� <br /> g RIDGE I II o GIRTS PER DETAILS 12/2 -+- `'' <br /> N Ff� I+ e: \o a <br /> x 3'x6'-8" N <br /> m '0OR <br /> 4" CONC. SLAB (n <br /> I I I I = o DETAIL 13/2 SLAB _ J <br /> - I 7 <br /> 6x12 HF#2 3 0 \ <br /> Uii, Q <br /> SIDEWALL 6x12 HF#2 ;.,oLu <br /> POST (TYP). CORNER xo `/\//%�///�%/\%j`//y I 1 \ \i\ �\�\ <br /> I I H POST (TYP) 3 //\Y\ /\// (n <br /> 'x6'-8 �1 \/�S\��\�\\\/j, I I I POST DIA. <br /> FOOTINGS PER DETAIL" DEEP LE16/2 & CORNER I I I r,\,��F\ Z 9 <br /> L DOOR LU g <br /> , 1 18" OVER-HANG (D'PL _J t/�t I I I POSTDIFOOTING PER EEP DETAEND IL 6�2 I i 1 LJ Li I \\/" Q <br /> w <br /> ` 20' SPAN 1 <br /> r CA�'y X TYPICAL SECTION THRU CLEARSPAN I Iz_ �=:1 WI =, <br /> �l O N.T.S <br /> PLAN '` ,�'% ',\s�, �'°_ Permit#: B1801-030 <br /> SCALE 1/4•= r-o• - ' • i 1 Site Address: 2424 WALNUT ST 1 <br /> ', /,.f •a <br /> ty1 ";, Owner: BAKER RONNIE RENE <br /> '- i4/4 ' ° Tenant: [TenNamel <br /> ,,1I .a App.Date: 1/24/2018 <br /> p 19969 Proposed Use: SFR DETACHED <br /> 'kV `S !'`_ �� ENDWALL EAVE GIRT 2x6 BETWEEN Description: NEW DETACHED/POST FRAME/SHELL <br /> :�.aIIS`E 2 - ME POSTS w/(4) 12d p <br /> 2-12d (TYP.) s -si - TO 2x4 BRACE <br /> QIN.lL y+ 12d AT-1ro.c. AND a> ,zd TOE• ONLY/20X36 SHOP W/14 EAVE HT <br /> - - PURLIN 7✓ EAVE GIRT TO 2x6. <br /> ed..././_, <br /> r� NAIL Al PO5T5. <br /> 2-12d TOENAIL (3) 12d, EAVE PRISM <br /> EACH SIDE Y GIRT TO BRACE. <br /> ee <br /> �•��� Reviewed By: Date:7../27// a <br /> BRACE �i SIMPSON CSI6MI <br /> 2x4 BRACE <br /> PURLIN STRAP BENT AT <br /> EAVE GIRT w/(s) , Office Set Job Site Set Fire/Planning Set <br /> 10d x 1 1/2 <br /> (1 NAIL AT EAVE ENDWALL POST <br /> SYM ® GIRT) PER PLAN <br /> E (IF OCCURS) • � <br /> BAY WIDTH - I LU <br /> i <br /> CD <br /> I PURLIN in ' i LJ.1 <br /> t� M N W <br /> 3-12d 0 LAP <br /> SPLICE (NP.) <br /> II 2x5 HF2 BRACE �\tt <br /> 1111111 <br /> I . \iOATLOCATIONS c�111 r !®■ IB! c <br /> NOTED ON TRUSS �I i Q <br /> II DRAWING 2x4 HF#'2 CONTINUOUS 6 Mil m <br /> ' 45.0• DBL TRUSS (OR SINGLE BRACE APPLIED AT —_ <br /> TRUSS AT END BAYS IF LOCATIONS NOTED ON III <br /> ,++ TRUSS DRAWING. <br /> 2-12d TOE NAIL OCCURS) PER TRUSS ATTACH TO TRUSS <br /> EA. SIDE MANUFACTURER BOTTOM CHORD 0/ <br /> 2-12d TOE-NAIL AT \ <br /> EACH CHORD. <br /> TYP..TRUSS BRACING 1W BOT. CHORD w/ ONE TRUSSED BAY. TYP. TRUSS BRACING © BOTTOM CHORD w/ MULTIPLE TRUSSED BAYS. /_ 4) sheet <br /> 1 <br /> • J 2 <br /> J z, 7 - a -.1 v T <br />