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<br />(2)#50 REBAR X CONTINUOUS
<br />
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<br />STUO
<br />SPACI,NG
<br />16"
<br />24"
<br />
<br />THIS" BUILDING JS. DESIGNED TO CON-
<br />FORM TO CHAPTER ,16. SE:CTION 1606
<br />OF' THE 1994 STANDARD BUILDING CODE
<br />FOR 100 M.P.H WIND LQADS.
<br />
<br />~~
<br />
<br />MONOLITHIC SLAB
<br />SCALE: 3/4" = 1'-0"
<br />
<br />2"X4" RAT RUNNERS X 10' LONG
<br />AT 48'" O.C.
<br />ATTACHED W/(2) 16d TOENAILS
<br />
<br />12
<br />
<br />~6
<br />
<br />NOTE:
<br />NAIL ROOF SHEATHING, WITH 8d NAILS AT 4" O\C
<br />AT GABLE EN DWALL, 6" O\C AT EDGES AND 1 ~
<br />O\C AT INTERMEDIATE fRAMING WITH THE FOLLOWING
<br />EXCEPTIONS. INTERMEDIATE fRAMING SHALL BE NAilED
<br />AT 6" O\C fROM ROOF' EDGE TO (4) fEET ABOVE
<br />ROOF EGDE AND 6" O\C fROM RIDGE TO (4) fEET
<br />BELOW RIDGE.
<br />
<br />GYPSUM WALL BOARD
<br />
<br />
<br />205# FIBERGLASS SHINGLES
<br />
<br />15# ROOFING FELT
<br />
<br />1/2M C.D.X. PLYWOOD OVER
<br />._____PRE-ENGINEERED TRUSSES
<br />~ @ 2'-0" O/C ' ,
<br />
<br />ENGINEERED TRUSS
<br />
<br />STRAP ANCHOR AT EACH TRUSS, Use: HUGHES
<br />"TAl6" TRUSS ANCHORS WITH 8-10d NAILS
<br />AT TRUSSES. FOR 7'-FT. END JACK SYSTEM
<br />USE (1) "fAl6" W/12-10dNAILS fOR EACH
<br />PLY OF 1#1 HIP, 11-FT. END JACK SYSTEM
<br />USE "TAf6" W!8"-10d NAILS fOR EACH PLY
<br />OF #1 HIP.
<br />
<br />
<br />R-JO INSULATION
<br />
<br />SINGLE COURSE KNOCK-OUT BLOCK
<br />W!1-#5 BAR CONTINUOUS & filLED
<br />W/2.500 PSI CONCRETE.
<br />
<br />CURVE
<br />C13
<br />
<br />SINGLE COURSE UNTEt OVER ALL OPENINGS
<br />W/l-15 BAR FILLED W/2.500 PSI CONCRETE
<br />
<br />I
<br />o
<br />I
<br />Co
<br />
<br />INTERIOR fiNISH SHALL BE 1/2M
<br />DRYWALL OVER RIGID INSULATION
<br />BOARD AND 1"X2" P. T. FURRING
<br />STRIPS @ 16" O/C
<br />
<br />~
<br />
<br />SMOOlli STUCCO FINISH
<br />
<br />"L" BRACING REQUIREMENTS
<br />
<br />NO (1) Z'X4"
<br />L-BRACING L-8RACINO
<br />O'-Cf TO 4'-5" 4'-5" TO 8'-(/
<br />0'-(1' TO 4'-Cf 4'-Cf TO 7'-(1'
<br />
<br />(2) t' X4"
<br />L-BRACING
<br />8'-(1 TO 12'-(1'
<br />7'-(j' TO 10'-(1'
<br />
<br />(2) t' Xf!
<br />L-BRACING
<br />12t-(j' TO 16'-Cf
<br />10t-(j' TO 14'-Cf
<br />
<br />2"X4" OUTRIGGERS AT 24" O.C.
<br />CONNECT OUTRIGGER TO GABLE
<br />TRUSS WITH A HUGHES M HCDPL/~ .
<br />
<br />"L" BRACE TO EXTEND AT LEAST 90%
<br />OF WEB LENGTH (SEE TABLE)
<br />~
<br />
<br />BACKNAlL W/(2) 16d NAILS
<br />
<br />
<br />ATTACH RAT RUNNERS TO BOTTOM
<br />OF TRUSS WITH (2) HUGHES "HCDPl/R"
<br />
<br />t'x6" P.T. PLATE W!8'"
<br />J-BOLTS AT EVERY 2 O.C.
<br />
<br />
<br />GABLE BRACING DETAIL
<br />fLAT CEILING
<br />SCALE: 3/4" :: 1 '-0"
<br />
<br />RADIUS
<br />60.00
<br />
<br />LENGTH
<br />43.60
<br />
<br />CHORD
<br />42.65
<br />
<br />BEARING
<br />N 65021 39 E
<br />
<br />TANGENT
<br />22.81
<br />
<br />
<br />.
<br />
<br />".
<br />
<br />810 MASONRY WALL WIlli j5f/J REBAR IN fiLLED CELLS
<br />HOOK TOP OF REBAR 24 INTO POURED KNOCK-OUT BEAM__
<br />(SEE SHEET 5 OF 7 FOR LOCATIONS OF POURED CEllS)
<br />
<br />"./
<br />......
<br />......
<br />
<br />
<br />e1E[YN~~LAN E
<br />
<br />4" CONCRETE SLAB W/6X6
<br />- 10/10 W.W.M. OVER 6 MIL.
<br />POL YElliYlENE VAPOR BARRIER
<br />
<br />
<br />
<br />FINISHED GRADE
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<br />12" MIN.
<br />
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<br />.. t ." -!' 8u
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<br />
<br />
<br />3.000 P.S.I. CONCRETE FOOTING
<br />W/2-#5f/J BARS CONTINUOUS
<br />(3" COVER TO REBAR TYP.)
<br />
<br />COMP ACTED
<br />POISONED filL
<br />
<br />16
<br />
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = 1'-0"
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<br />
<br />-------~---------------------------------------,
<br />J
<br />10' FENCE EASEMENT I
<br />I
<br />
<br />,PLOT PLAN
<br />
<br />
<br />4" MAX.
<br />
<br />SHEATHING
<br />
<br />STEP DOWN
<br />GABLE END TRUSS
<br />
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<br />DELTA
<br />41'3814
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<br />ATTACH BOTTOM CHORD
<br />OF TRUSS TO t'X~ PLATE
<br />WITH led NAILS 0 ~ O.C.
<br />
<br />N
<br />
<br />
<br />N.T.S.
<br />
<br />DIU 1flf
<br />JOE YOUMANS
<br />
<br />
<br />SCALa
<br />
<br />1/4- ::a 1'-(1'
<br />CKIlCDD a. APPBOVED
<br />DALE TANNER
<br />
<br />96-36
<br />
<br />~4:~ 4/tJ/'l
<br />
<br />SHEET 3 OF 7
<br />
|