01-0409-007 -
_
Of
II
3011 PLYWD DECK SEE ROOF PLAN SEMCO TAP12 STRAP W/ (4) _
I trod NAILS
;
SEMCO UI-4PKG26 W/ (4)16d NAILS
5:
TO TRUSS 4 (3)16d NAILS TO 2X6 2X6 OUTLOOKERS ia24"C/C
_ - - GEORGE E. PEON
ARCHITECT, A.I.A.
I
AR# 0007999
I STIRRUP
� 412" E.E.
ARCffiTECT�RE
TOP & BOT BARS 30° PLANNING
INTERIORS
2#5 CORNER BARS WOOD 21-011 s
TRUSS
3360 CORAL WAY#2
MIAMI,FL.33140
PIL(305) 567 1240
FAX.(305) 567-1732
SX12 MIN. CONC RAKE BEAM
W/ 2#5 TOP, 2#5 BOTT, #31a12" STIRR.
EXTEND ALL TIE COLS 8 FILLED
T�FI TIE E3E A� CO I NE DETAIL
CELLS TO TOP OF RAKE BEAM. vtstorrs 7y
GROUND FLOOR FRAMING NOTES
N.T.S.
1. GROUND FLOOR SLAB SHALL BE 4" THICK CONCRETE SLAB REINFORCED WITH
6X6-W1.4XW1.4 WWF AT MIDDEPTI-I OF SLAB OVER 6 MIL VAPOR BARRIER OVER
COMPACTED SOIL.(EXCEPT AT GARAGE AS NOTED).REFER TO GEN NOTES IN 5-2
CONC. TIE BEAM SEE PLAN 4 SCHED. FOR SOIL PREPARATION.
2. REFER TO ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW OPENING
WD. TRUSSES 24"G/C DIMENSIONS. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
3. COORDINATE WITH ARGNITEGTURAL, MECHANICAL AND ELECTRICAL DRAWINGS
FOR ALL ITEMS EMBEDDED IN CONCRETE.
NAIL PLYWD DECK TO TRUSSES, 2. REFER TO DRAWINGS 5-4 FOR GENERAL NOTES.
I _ BLOCKING AND OUTLOOKERS
e4' C/C OR AS INDICATED IN 5. MASONRY WALL SHALL BE 5" CMU REINFORCED WITI-I NO.B LADDER TYPE
ROOF PLAN. REINFORCEMENT AT 16"C/C. EXTEND REINFORCEMENT 4"INTO COLUMNS.
VERTICAL REINFORCEMENT SHALL BE AS INDICATED IN PLAN.
D SECTION ROOF FRAMING NOTES 4
N.T.S. I. ROOF DECK SHALL BE 5/5' THICK CDX PLYWOOD DECK NAILED TO SUPPORTS
WITH 10d NAILS '06' C/C IN FIELD, e 4" C/C ALONG EDGES.
2. CONNECT ROOF TRUSSES TO CONCRETE BEAMS WITH SEMCO TAPL16 STRAP
WITH (11)16d NAILS IN STRAP AND (6)10d NAILS IN SEAT TYP. U.ON..
3. PROVIDE 2X4 BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 10'-0"
NAILED TO BOTTOM GHORD. OF TRUSS WITH (2)16d NAILS.
4. ROOF DEAD LOAD = 25 PSF
ROOF LIVE LOAD = 30 PSF k
ROOF NET LIFT = AS INDICATED IN PLANS.
V1
- V 1
4" NAIL SPACING a
BEE NOTE 1
FOR PLYWD DECK GB-I GABLE END e
201-811 101-011
VENT OPENNING.BOTTOM OF TB 3 B
OPENNING T" ABOVE FLOOR
5"X32" TYP.OPNG 2 PLCS.
WF-16
- - - - — — SEE NOTE 3 z
e
SEMCO TAL1 W/l )1d IN THI SHEET l b I I
— — STRAP. (6) 10d IN EAT ° w
— TYP. ow GARAGE. I q
' — TYP.U1 LIFT=1236 LB
EXIST RES REFER W
TO ARCH DWGS FOR
T/SLAB EL -0'-2" — SITE PLAN. 21_011 e
O.N. WD TRUSSES v 1
O.C. cn p;d
co- 1 3/411 '2 SLOPE , ::: � FFii
RECESS I e A
T/SLAB EL 0'-0" I I � e CQ
FIN. FL. ELEV. +10.00'
A.M.S.L.
a LO U)
Ie ca
N N
Ll F-4 I T/BM. EL.c3'-2"
3/4° t(o" GONG. SLAB W/ 6X6 - W2.1XW2.1 —
REGESS WWF 2" BELOW TOP OVER 6 MIL
- VAPOR BARRIER ON COMPACTED SOIL.I e
I - I
� I
� — — T53 + R5
e —
— — — — — WF-16 — — —
,A
GS-1
1 1 _I 1 1 1 1 ° 1 1 °1 1 I 1 61 1 1 1 1 1 1 1 ° i;POOF DEAD LOAD = 25 F5F ngA�vN
1
(ROOF LIVE LOAD = 3O 1=5F 201-all
a' GMU WALL W/ No a GOOF 1NNET Ufi�L fFT = 51.�F5F `M` '
LADDER TYPE JOINT 8" CMU W/ #6 X48" O.G.
REINF.e 16" O/C. MAX IN GROUTED CELLS. DATA
201-811 101011 SC�tIF
S NOTE
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FOUNDATION FLAN
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FROOF F FRA�l ING A h J' J a' n (305)5%-4814
S N ! FLA.P.E.LICENSE NO.31964 S . 1
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5C�ALE = ]/,4" = ] ' -O" SCALE = 1/411 = 11 _III sr�,, Q . Ir
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