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LEFT ELEVATDON <br />1 /8" = 1'-0" <br />PRE—ENG. TRUSSES <br />24" 0. C. <br />SIMPSON MTS18 @ EA. TRUSS <br />2X8's ® 24" O.C. <br />SIMPSON SP2@ TOP 2X4 FILLER FRAMING <br />SP1 © BOTTOM ® 24" O.C. <br />P.T. 2X8 PLATE CONT. <br />FQC �Q DE TG°a <br />1 /2" = 1'-0" <br />ENTRY DDE AFL "A" <br />1 /2" = 1'-0" <br />1/2" DIA. "J" BOLTS @ 24" O.C. STj <br />K.O. BLOCK TIE BEAM W/ <br />1 — #5 CONT. IN GROUT <br />0L <br />TOP OF BLOCK <br />+8'-0' A.FFF <br />0-TOP OF SLAB <br />c <br />c <br />REAR ELEVATION <br />1 /8" = 1'-0" <br />ENTRY SECT�ON "Aqp <br />1 /2" = 1'-0" <br />O ROOF VENT SCHEDULE O <br />Verify with General Contractor all roof vent locations, <br />quantities, and sizes. Roof vents shall be installed <br />for a minimum of vented area as listed below: <br />Off ridge vents or <br />Soffit Vent <br />Mark <br />Location <br />equal system (sq. in.) <br />(sq. in.) <br />RV 1 <br />let Level <br />4S0 <br />480 <br />Roof <br />Rv 2 <br />Garage <br />96 <br />96 <br />Roof <br />kND <br />kND <br />VD <br />hoop-0UT DETAIL <br />1 /2" = 1'-0" <br />MGHT ELEVAT�ON <br />1 /8" = 1'-0" <br />P <br />FRONT ELEVATION <br />1 /4" = 1'-0" <br />El <br />ELEVATION "A" <br />NOTES ❑ <br />MARK NUMBER <br />DESCRIPTION <br />1 <br />FIBERGLASS SHINGLES (TYP.) <br />2 <br />RIDGE VENTS <br />3 <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. <br />FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />4 <br />2" x 8" SCORED BAND, SMOOTH DECORATIVE <br />FINISH <br />5 <br />1" x 8" OVER 2" x 10" SCORED BAND, SMOOTH STUCCO FINISH <br />6 <br />1" x 4" SCORED BAND, 2'-0" OUTER RADIUS, <br />SMOOTH STUCCO FINISH <br />7 <br />3'-8" RADIUS BARREL CLG. <br />8 <br />CONTROL JOINT <br />n <br />N <br />®IL <br />z� <br />V=m <br />15 <br />LU <br />Z <br />�< <br />gz <br />O <br />a <br />z z <br />U <br />2 � <br />F <br />a8 <br />w� <br />o <br />a <br />O <br />vl <br />Z <br />Li <br />L: <br />LL: <br />L: <br />0 <br />Cd <br />C6 <br />(6 <br />C6 <br />vi <br />I— <br />N <br />N <br />LO <br />cm <br />Q <br />m <br />M <br />M <br />N <br />cm <br />J <br />r <br />It <br />r <br />to <br />N <br />D <br />U <br />J <br />} <br />Q <br />Z~ <br />U <br />J <br />W <br />� <br />0 <br />LU <br />W <br />W <br />Q <br />J <br />Wz <br />> <br />Q <br />O <br />O <br />O <br />0 <br />v <br />V <br />Q <br />DALE : <br />B'2.2-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY: <br />BV <br />AUTOCAD FILE NAME <br />im <br />ENGINEER OF RECORD <br />DANSW <br />P.A. <br />SHEET DESCRIPTION : <br />ELEVATION W <br />PLAN <br />0 <br />