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FOOTINGS BEARING ON COMPACTED LIMEROCK I 0 " PREFAB W00 TRUSSES 24' N W
COMPACTED IN 12' LAYERS to 9851. OF THE MODIFIED r— — I �, w
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FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE 1 I zL r} _ $-3 0 0
cli SOIL BEARING PRESSURE OF 3000 P.SF. BASED ON — I � I I 5-3 54'-o" O Z U 0
ARDAMAN AND ASSOCIATES, INC.GEOTECHNICAL RE ORT EL. -0'-10 1/2' -L_ J 5-21 4 0 O 0 W
N0.96-3111, DATED 8/23 /96.REPORT RECOMMENDS F30 I 0 Q 0
THAT THE BUILDING AREA PLUS 5'-0' SHALL BE I -L. -0'-9' I - z
CLEANED OF ANY ORGANIC MATERIAL.ALL SOIL I
_ SECOND FLOOR FRAIARING PL ALAN o Z
IMPROVEMENT SHALL BE INSPECTED BY ARDAMAN I� I SCALE 1/4" — 1'-0" D VP,AND ASSOC, I — A- NOTES: B WOOL) E tRWss ®
2 11/2 ( I ° Ro.L=2691 L 5 �a =2691 5 f-- U In
2. TRUSS MANUFACTURER TO PROVIDE DEAD LIVE AND N.U.U. =1108 L S 1 LB =
S-3 30 WIND UPLIFT REACTIONS FOR ALL TRUSSES AND GIRDERS. N.U.U. =1108 LBS U = Z
r— — -1 ) 3. STRAP ALL "PIGGYBACK" TRUSSES WITH 14 GA. BY 1" U
GALV. STEEL STRAPS TO EA. SUPPORTING TRUSS W/ 4-16d NAILS Z
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SCALE 1/4!' = V-0" ROOF TRUSSES SUPERIMPOSED LOADS 00-1 1/� -1 0
SILL Ul/GONG. 1/4'ANCHORED DEAD,TOP CHORD 15 P.SF. CHECKED BY ���� }
GROUT WELD PLATE ROOF TRUSSES BRACING 0
"X": VERTICAL "X" BRACING COMPOSED OF 2X4'S DEAD,BOTTOM CHORD 10 P.S.F. m N
NOTE: NAILED TO TRUSSES W/ 2-16d NAILS ® EACH LIVE 30 P.S.F. I DRAWN BY =
POINT OF CONTACT, AS PER TPI HIB 91, PAGE 4. BASIC WIND PRESSURE, 31.4 F.S.F.
I.TERMITE TREATMENT OF SOILS UNDER SLAB ON GRADE BR . CONT. 2X4 WOOD BRACING NAILED TO THE TOP NET WIND UPLIFT OVERHANGS g c AMERICAN FLOOR SYSTEM DE LOS REYES i DATE Salo/22/Q�0 W
SHALL BE PERFORMED BEFORE POURING SLAB. OF EACH TRUSS BOTTOM CHORD W/2-16d—0" NAILS, E TERRACES SUPERIMPOSED LOADS ENGINEERING, INC. }
15 REBAR X 6' SPACING EQUALLY AS NOTED, MAX. 10 —0 , AND -66.9 P.5F. -528 P.SF. CONSULTING STRUCTURAL ENGINEERS W JOB g(p28
RESTRAINED EVERY 20'-0". W
LONG s 4'-0' V P/C CONC. NET WIND UPLIFT,ZONE I 9 DEAD
FLANGE -352 P.S.F. -32.4 P.SF. 35 PSF HECTOR
DA DE LOIFIC EY S 31E12, EB N0. 6705 L W
NET WIND UPLIFT,ZONE 2, 'a' STRIP t 8 ORDER LIVE 40 P.SF. a-
=31-01 SHEET
TYPICAL SLAB JOINT DETAIL -148 P.SR -60'1 P.SF. TEL. 35)66525 FAX; (35)&65-21W 9 FL 33155 W S-1 _
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