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LATEST DATE: IN PROCESS DESCRIPTION <br />REVISION DATE <br />09/24/03 <br />LEFT ELEVAT�ON <br />1 /8" = 1'-0" <br />PRE—ENG. TRUSSES <br />@ 24" O.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 />1/2" DIA. "J" BOLTS 0 24" O.C. STAGGERED <br />K.O. BLOCK TIE BEAM W/ <br />1 — #5 CONT. IN GROUT <br />Fk'00�A DDE AL <br />1 /2" = 1'-0" <br />TOP OF BLOCK <br />+8'-0' A.F.F. <br />TOP OF SLAB <br />0-0' <br />ENTIF"1 11 DETAL 9D = aD <br />1 /2" = 1'-0" <br />0 <br />I <br />0 <br />mnEAIR ELEVAT�ON <br />1 /8" = 1'-0" <br />O ROOF VENT 5GHEDULE O <br />Verify with Ceneral.Gontractor 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 i <br />let Level <br />480 <br />480 <br />Roof <br />RV 2 <br />Garage <br />96 <br />96 <br />ENTRR u SECT�ON "'LED <br />1 /2" = 1'-0" <br />E <br />pop -OUT METAL <br />1 /2" = 1'-0" <br />�ouHT ELEVAT ON <br />1 /8" = 1'-0" <br />FI�0MT L L EVAT�ON <br />1 /4" = 1'-0" <br />n <br />c0 <br />D ELEVATION "B" DOTES ❑ <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 FINISH <br />5 <br />6" x 12" QUOINS, SMOOTH DECORATIVE FINISH <br />6 <br />1" x 4" SCORED BAND, 1'-0" OUTER RADIUS, SMOOTH STUCCO FINISH <br />7 <br />3'-8" RADIUS BARREL CLG. <br />8 <br />CONTROL JOINT <br />9 <br />10" x 12" QUOINS, SMOOTH DECORATIVE FINISH <br />10 <br />j 1" x 8" SCORED BAND, SMOOTH DECORATIVE FINISH <br />-11 - F-i - i rt- - m..-_T--___- _- - <br />N <br />Q � <br />a <br />z � <br />g= <br />Z? <br />U <br />e <br />� <br />o� <br />X <br />o� <br />�a <br />�U <br />R <br />O <br />Z <br />LL: <br />LL: <br />LL: <br />L� <br />LL: <br />c6 <br />c6 <br />c6 <br />0 <br />0) <br />0 <br />�— <br />N <br />N <br />Q <br />0 <br />11 <br />N <br />N <br />r� <br />V <br />Q <br />Q <br />U <br />J <br />W <br />G <br />G <br />W <br />W <br />J <br />W <br />> <br />Q <br />O <br />O <br />O <br />zi <br />0 <br />U <br />U <br />F- <br />Q <br />DATE : <br />05-22-02 <br />SCALE : <br />AS NOTED <br />DRAWN BY : <br />BV <br />AUTOCAD FILE NAME <br />*02 <br />ENGINEER OF <br />DANSW RECORD <br />P.A. <br />SHEET DESCRIPTION : <br />ELEVATION 'B• <br />PLAN <br />ED <br />oD <br />