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PM -TER SUPPORTS, III DRAIN 35'-41 38'-4" 64 -II" E' -II" 9°'b` b'-5' 2 -11' 8'-0° 5°-b, >_6u $1-I" - � 81-0' A WATER 46'-2' 38'-5' 1 1 i_-_'; ;-_-_� ----; 177731 162451 K 1335; I 1 i 1 I 1 + GAS '7 `r -' i f 357 I.79141 11077 i 1 1 1 61 -II" j 61-11' ._.__ bA5BENTKRAWL5PACE : 912MAA -05 FITCH !IC - —CONCRc1E FOOTING NOTE: THE RIM 401ST ALONG NE MARRIAGE WALL LAMINATED BEAM. BECAUSE OF THIS, SUPPORT PIERS LINE MUST BE BUILT 2 3/4' SNORTER THAN THE 3V -11- 2'-1t'13'-10' CONSISTS Cr 1 1/2' X 12' ALONG THE MARRIAGE. PM -TER SUPPORTS, 11'-'10' ,30'-0- 51'-11" 60'-Q" 64 -II" E' -II" 9°'b` b'-5' 2 -11' 8'-0° 5°-b, >_6u $1-I" - � 81-0' ----; F----; 457 1 7914: 137041 L____..! 1 ----; -- :3193 ; 13 ! 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MAXIMUM 1 WITHIN -0" OF BUILDING CORNERS — GRAW1,. 5PAGE 1 2- 2x RIM JOIST ATTACH MO U.An RIM J019T TO -SILL PLATE IV 1/4" dia. x b" ZING GOATEDWOQP soft^ • 24' 4.G. (9D9 1/4 x b BY 91MPSON STRQ d TIG' GO. Q . (="JAW- on ATTACH PM. MODULAR MPR'9 REGE7MIE144AT1ONtr TYIR r S I I -/11k \ b...` YVALL SEE PLAN (1)- *5 CONT. TOP * BOT *4 HORIZ iP MID -HT. Steue. I.*5 • F 041,4 5" TM" U,N.O. IV Aim 5 "GLR TYP N 5 4 a m M c 0 FLR J 0 LCA CONT. TREATED FOUNDA' GRAPE REDk 4 QD SILL PLATE VJ Ii?" xIO" f ANCHOR BOLT O 4'-0" (S) -*5 CONT. (sTAGGER SPLICES) 5"C.LR MA RIAe I" S I'-0" onn7/7'/o uo rnn/Inn FLR JST CRAWL SPADE CONT. TREATED FOUNDATION (RADE R€DNIDOP 2x6 SILL PLATE W/ I/2" dia. x !O"" ANGHQR BOLT • 4'-0" O,G. (3) -*5 CONT. (STASbER SPLICES) DLR- SEE PLAN FLR JST 2x6 STUDS • Ib" O.G. + BUILT-UP 2xb POSTS A5 REQ'D BY MODULAR MANUFACTURER - ALTERNATE TO STUD /NALL TO BE: POST 4 BEAM LAYOUT PER MODULAR MANUFACTURER *.4 4,9" TieANSVERSE iD 2'-6" CONTINUOUS FOOTI N ' MARRIAGE WALL KURTZ ASSOC INC1. 5012 COL) GLENWOO COL -ORAL (910) 945 n 0 .'7 a h 0 n nr.sC 7149M AT 01 cnn7/77/9 uo RESIDEN LOT NO., ,g; gE nr ‹ .1- 'tb e u .2. Tci PI P A-1-- (2oocF FrA wxk�tg i Z X 10 I -i A �f.A. Or P‘rf'y)wirt. P.�106l'e'J 90c) 45A �jiD' p�I1 'Po? g°, --)LF /z1 L 4041 s.cs,r0 grssuit v .4t4 ou\