12-347-018WOOp TM55E5
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DIAGRAM FOR NAILING OF ROOF
SHEATHING
BOARDS, AT BLOCKING "PHRAGM
N.T.S.
NOT1=: ALL NAILS SHALL BE GALVANIZED ANNULAR RING TYPE
10d NAILS CDX
r1/41
4' C /G. PLYWOOD
SHEATHING
2x4 BLOCKING
BETWEEN TRU85
NAILED TO PLYWOOD
• •
W/ I0d NAILS a 4'
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C /C. AS SHOUT!
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MECTIPN A -A
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N.T.S.
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9QOF NOTES:
1. ROOF SHEATHING SHALL BE NEW Iyfs' COX WITH 10d NAILS
a4' c% ALL SUPPORTS.
2. ALL TRUSS TO TW66 (WOOD TO WOOD) CONNECTIONS
SHALL BE DESIGNED BY TRU56
MANUFACTURER/DESIGNER,
3. PROVIDE PRECAST CONC. LINTELS ABOVE ALL WINDOW 4
DOOR OPENINGS NOT SPECIFIED AS BEAM, APPLY
DETAIL 15/5 -3.
4. PROVIDE BUILDING PAPER BETWEEN WOOD 4 CONCRETE.
5. SEE SHEET 5 -3 FOR BEAM SCHEDULE AND 5 -4 FOR
GENERAL STRUCTURAL NOTES.
6. HURRICANE 8TRAP5 MUST BE LOCATED ON THE
MASONRY OR CONCRETE TIE BEAM PRIOR TO POURING
ANY CONC.
h%MICANE _STRAP ,4NG- IDRAGE
REQUINR ENTS
(D DENOTES ANCHOR STRAP BY SIMPSON MANUF. MODEL
HETAL 20 WITH 6 -10d NAILS THRU SEAT PLATE AND
(14) 10d NAILS THRU STRAPS FOR UPLIFT REACTIONS
UP TO 15041
O DENOTES STRAP BY SIMPSON MANUF. MODEL DETAL20
WITH 6 -10d NAILS THRU SEAT PLATE AND I6 -10d
COMMON NAILS THRI STRAPS 05 -10d NAILS EACH
STRAP) FOR UPLIFT REACTIONS UP TO 2061!
DENOTES STRAP BY NU -VUE MANUF. MODEL NV356 -20
WITH 8- 10dx3' NAILS THRJ SEAT PLATE AND 16- I0dx3'
COMMON NAILS tHRU 2 STRAPS (8 -10d NAILS EACH
STRAP) FOR UPLIFT REACTIONS UP TO 215t!
DESIGN CRITERIA
ASCE 1 -10
EXP: C
CAT: 1
V ■ 115 MPH
DL: 25 PSF
LL: 30 PSF
LEGINa
CW -I: DENOTES 8' CONCRETE WALL IrEINF.
WITH 5 012' CENTER EACH WAY
ANGLE 'A': DENOTES LIA2'x5'x5' CONT. WITH
51MP50N WEDGE -ALL BOLTS, 51'21
EMBED. INTO NEW CONC. BEAM
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2x4 BLOCKING
NAILED TO
TOP CHORD
OF TRU55E5
M AREA OF
BLOCKED
DIAPHRAGM
B
$-3 DL +LL: 058 k-
UPLIFT: 0.61 k
SHADED AREA REPRESENTS
5' -10' "BLOCKED DIAPHRAGM"
1 -7 1 ARE
DL+LL: 20 k
UPLIFT: 23 k
I RB_2
DL +LL: 12 k
UPLIFT: 1.4 k
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DL+LL: 054 k
UPLIFT: IVA3 k
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r l I I I I I I I I r DL+LL: IA k
I _ PRIEFA�BRICA�TED WOOD
UPLIFT: 0.5 k
I TFW 04ES *24" c% MAX. r -I- DL+LL: 22 k
UPLIFT: 13 k
DL +LL: 1.4 k T 7 = _ _ _ = CsIRDER TRUSS (2
UPLIFT. lb k r+I 1 — —_ - =I I UPLIFT: 1.4 k
DL +LL: 2.4 k - - - - -- I _____
UPLIFT: 2b k - - - - x4 BOTT. CHORD— UPLIFT 2Z k
11 ( I IIX I UPLIFT: 13 k
BRACING At MDSPAI� I
_ .DILT+ (2JJ6d NAILSS
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Is B -2 u I t L - _ — - - EACH 5UPPORT. t -
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DL+LL: 058 k I I I 14 I I I I I I I t
UPLIFT: Ofpl k 11 I I I I I I 1 I I I I I 1 I I I I II II $ I I 4 5 -m
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CW -1 RB-
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DL +LL: 12 k DL+LL: 2.0 k I
UPL IFT: 1.4 k UPLIFT: 2 3 k
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EXISTING ROOF TRUCI URE AIN �I
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I DL +LL: 1.1 k DL+LL: 2.8 k
I UPLIFT: 1.1 k UPLIFT: L6 k
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_ _ - - - - - - - - - T_ - DL +LL: 1.1 k DL +LL: 2 8 k
UPLIFT: LI k UPLIFT: If. k
J
ROOF FRAMING PLAN
SCALE: 3/16' ■ I' -0'
OL+LL: 054 k
UPLIFT: 0.43 k
If
DL+LLs 054 k
UPLIFT: 0.43 k
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``� • " ' �'= ' � FRANCISCO CUELLO JR. P.L. IINC.
If
f"' '.• 4 Consulting Civil /Str=turaI Engineer
141 ALHAMBRA CIRCLE SUITE 200
CORAL GABLES, FL 33134
(305) 561 -0125
' Rag. No. 40051
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INCORPOlUfED
,�PACE PLANNING
NO. 295
FACSIMILE, 305-443-7�98
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DRAWINGS AND SPECIFICATIONS AS
INSTRUMENTS OF PROFESSIONAL_
SERVICE, ARE AND SHALL REMAIN
THE PROPERTY OF THE ARCHITECT.
THESE DOCUMENTS ARE NOT TO RF
USEp, IN WHOLE OR IN PART, FOR
ANY OTHER PROJECTS OR
'PURPOSES OR BY ANY OTHER
PARTIES THAN THOSE PROPERLY
AUTHORIZED BY CONTRACT,
WITHOUT TOUT THE SPECIFIC WRITTEN
AUTHORIZATION OF SARDINAS
t ARCHITECTS, INC.
Client's Information
MR t t"M
CARLOS DE CE5PEDE5
BOW NW 615 5T
MIAMI, FL 33166
Date Ira JAN 12
Drawn By GC
Checked By M5
Revisions
Project Number
SAFw1l
. Sheet
S -2