00-0045-012 i
8" X 12" MIN. CONCRETE ARCH PRE—FABRICATED ENGINEERED 0 WOOD-TRUSSES-.AT 24" �.0. �
SEE ROOF PLAN FOR REINF.
HUGHES DTC ^ ISSUANISSUANCE FOR
TRUSS ANCHOR m ^^ ^ ^ ^ ^ ^
o ❑BIDDING SET ONLY
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FOUNDATION PLAN $" X $" X 16" CONCRETE 0 w
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5 #5 E REFER TO ELEVATIONS FOR
F 5.0 TOP & BOTTOM BOTTOM RADIUS OF ARCH
60" SQUARE
NOTE: HOOK ALL VERTICAL REINF.
INTO FOUNDATION AND TIE BM. ^,
WITH STANDARD ACI HOOK V CV
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PANEL ROOF SHEATHING SHALL BE PROVIDED t--q w
W/ A MIN. OF 2 X 4 EDGEWISE BLOCKING AT
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END SPACING IN ACCORDANCE �Mf C. 8"x8"x16" CONCRETE MASONRY UNITS
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a SPECIFICATIONS, FOR A DISTANCES of F AT AT LEAST WITH DUR-OWALL REINFORCEMENT (LADDER TYPE)
4' FROM EACH GABLE END E -
VERY OTHER COURSE EXTEND —
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\N4"X4" 'X'X BRACING -
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v v D v. DRYWALL CONTINOUS FROM FOUNDATION
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9 , 4 ACING
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(MAX. UPLIFT=6500 #) LINTEL TO ALLOW FILLED CELL TO CONTINUE ffi M -�
TO TIE BEAM (TYP. EA. SIDE)
12 6 CD
SEE 2 PLY TRUSS PLAN I- 2 z ridCn
CONCRETE LI N TEL DETAIL
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MARK DESCRIPTION 9
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2 STEEL PLATE 9- 3/4"x4"x1/4" (Fy=36 ksi) SECTION 1
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EXTEND DROP OF TIEBM.
03 STEEL PLATE 11 1/4"x4"x3/8" (Fy=36 ksi) 8" BEYOND SIZE OF OPENING •
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m D V D D p D 5 o Z „ AT EACH END
/4 DIAM. HILTI KWIK BOLT II (CARBON STEEL), 2 REQ'D DROP TIE BM-----/
CD J WINDOW OR ADD 2 5 REINFORCEMENT BARS m
O A D D D # HIM]
DOOR FOR EVERY 8" OF DROP '•�'
w � D D '• D p D 6 PREFABRICATED TWO OR THREE PLY TRUSS. � HOD000000 W
OPENING FOR WINDOW, DOOR A
CD z U 1 1 2' 1 1/2"
D MIN. 5/8" EXTERIOR GRADE PLYWOOD. SEE PLAN
OR SLIDING DOOR. SEE FLOOR
CD a / O FOR NAILING REQUIREMENTS. PLAN & ELEVATIONS
I 3„ 4 3/4" 1 w 08 TIE BEAM (SEE PLAN) Leo LlanoS P.E.
�,- 9 CONCRETE MASONRY BLOCK Consulting Structural Engineer As
Leo �l "i.'' .'•.
(MAX. UPLIFT=9500 #) 18495 South Dixie Higway, # 337 (305) 378 6916 <, a
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F1a. .ra� 331��` D TE
Miami, Florida 33157 g• t45" S-3
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MODEL 4321 DETAILS-D2,dwg 4-1-99 11:26;06 am EST r _�
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