05-548-005;L
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05 -008
FIBERGLASS SHINGLES OVER 30# FELT OVER 5/8" CDX PLYWOOD
NOTE: G.C. TO PROVIDE
FIBERGLASS SHINGLES OVER 30# FELT OVER 5/8" CDX PLYWOOD
NOTE: G.C. TO PROVIDE
DATE
FIBERGLASS SHINGLES OVER 30# FELT OVER 5/8"
SHEATHING NAILED W/ 8d COMMON NAILS @ 6" O.C. AT PANEL
MIAMI -DADE COUNTY PRODUCT
SHEATHING NAILED W/ 8d COMMON NAILS @ 6" O.C. AT PANEL
MIAMI-DADE COUNTY PRODUCT
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12 5,8
CDX PLYWOOD SHEATHING NAILED W/ 8d COMMON
EDGES AND AT INTERMEDIATE SUPPORTS AND (WHERE APPLICABLE)
APPROVAL FOR ROOF SYSTEM
EDGES AND AT INTERMEDIATE SUPPORTS AND (WHERE APPLICABLE)
APPROVAL FOR ROOF SYSTEM
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FEB. 16, 2005
MATCH EXIST.) 2.5
�.
NAILS @ 6 O.C. AT PANEL EDGES AND AT
4" D.C. AT GABLE ENDS W/ 10d COMMON NAILS ON PRE - ENGINEERED
0 C
PRIOR TO CONSTRUCTION FOR
4" O.C. AT GABLE ENDS W/ 10d COMMON NAILS ON PRE-ENGINEERED
"O.C.
PRIOR TO CONSTRUCTION FOR
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DRAWN BY:
_
A5-0
INTERMEDIATE SUPPORTS AND (WHERE APPLICABLE)
WOOD ROOF TRUSSES SPACED @ 24 "O.C. MAX. (REFER TO ROOF
OWNER'S REVIEW & APPROVAL.
WOOD ROOF TRUSSES SPACED @ 24 MAX. (REFER TO ROOF
OWNER'S REVIEW & APPROVAL.
rr
4" O.C. AT GABLE ENDS W/ 10d COMMON NAILS
FRAMING PLAN FOR NAILING PATTERNS AT EXISTING CONDITIONS)
FRAMING PLAN FOR NAILING PATTERNS AT EXISTING CONDITIONS)
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CADD
ON PRE-ENGINEERED WOOD ROOF TRUSSES SPACED
"O.C.
12
12
REVISIONS
@ 24 MAX. (REFER TO ROOF FRAMING PLAN
2.5 (MATCH IXIST.)
2.5 (MATCH EXIST.)
11 EXISTING ROOF AND
FOR NAILING PATTERNS AT EXISTING CONDITIONS)
GALV. MTL.
GALV. MTL.
2,_1/2.
OVERHANG. SEE ROOF
FRAMING PLAN (A3 -0)
/
DRIP
2" X 4" LATERAL BRACING (SEE
ROOF FRAMING PLAN)
DRIP
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2" X 4" LATERAL BRACING (SEE
ROOF FRAMING PLAN)
A5 -0
t8' -0" A.F.F.
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+ 8 0 A.F.F.
+ ,- w
8 0 A.F.F.
R -30 INSULATION
T.O. BEAM
R -30 INSULATION
f8' -0" A.F.F.
ot
MATCH EXISTING)
I I
TOP OF TIE BM. -
MATCH EXISTING 1/2" GYP. BD. ON 1x3 WD. FURR.
(MATCH
TOP OF TIE BM. - tf�
MATCH EXISTING) 1/2" GYP. BD. ON 1x3 WD. FURR.
TOP OF EXISTING
2" X 4" LATERAL BRACING
I II I
I I I
TIE BM. (V.I.F.)
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(SEE ROOF FRAMING PLAN)
V2" PLWD SOFFIT W /4" WIDE
CONT. SCREEN VENT.
u
1x2 P.T. WD. I I
HR
USP TA20R TRUSS ANC 0 D W/
1x2 P.T. WD. I I
N R W/
USP TA20R TRUSS A CHO D
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NAILER OVER � _ �
_
1010d X 1/2" NAILS. UPLIFT
NAILER OVER � �
10 -10d X 1/2" NAILS. UPLIFT
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t7 -0 A.F.F.
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USP RT30T RAFTER STRAP AT
2x8 P.T. WD.
CAPACITY 1040 LBS.
2x8 P.T. WD. I
CAPACITY 1040 LBS.
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EACH JOIST W/ 18 -16d NAILS.
FASCIA 1' -4~
FASCIA T -4~
I
"x12"
TOP OF TIE BM. I
I EXISTING WOOD LEDGER
/
UPLIFT CAPACITY 1020 LBS.
CH IXIST.
8 "x12" CONC. TIE BM.
CH EXIST.
8 CONC. TIE BM.
S@ CONT.
3 "X6" P.T. WOOD
# / 4#5'S CONT. &
3 TIES G@ 12 O.C.
3/ TIES 2 O C.
JOISTS @ 24" O.C.
(2) 2" X 12" P.T. WOOD BEAM
1/2" PLYWD. SOFFIT
8" CMU WALL
I
1/2" PLYWD. SOFFIT
8" CMU WALL
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USP RAFTER TIES RT -3
USP BUTTERFLY HANGER
(HEM FIR #2 OR BETTER) ON U -TYPE
GIRDER ATTACHMENT WELDED TO STL.
W/ 4" WIDE CONT.
(SEE FLOOR PLAN
I
W/ 4" WIDE CONT.
(SEE FLOOR PLAN
FOR LOCATION)
II
W/ (4) 8d NAILS TO JOIST I
I CLPBF -3 W/ (12) 8d NAILS
COLUMN W/ 6 -5/8" THRU BOLTS AT
SCREENED VENT
FOR LOCATION)
SCREENED VENT
I
+1
& (4) 8d NAILS TO WOOD
I
TO EXIST. LEDGER & (6) 8d
I
EACH COLUMN.
4-
BEAM.
NAILS TO JOIST.
a
4"X6" P.T. WOOD BEAM
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EXISTING TIE BEAM
I
1#5 GROUTED SOLID I
EACH SIDE OF
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ON U -TYPE ATTACHMENT
WELDED TO STEEL COLUMN I
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3 V2" X 3 V2" X 3/16"
OP
OPENINGS, UNLESS
W/ (2) 1/2" THRU BOLTS @
(
STEEL COLUMN CONCRETE`"````
FLOOR
EACH COLUMN SEE DETAIL
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FILLED.
SKIM COAT OF STUCCO
(SEE POLAND
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1/2 GYP. BD. 0
SHEET A5 -0)
ON CMU
1x2 P.T WD. FURR. WITH
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3 1/2 X 3 1/2" X 1/16
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ALUM. FRAME FOR SCREENED
STUCCO FINISH TO
STUCCO FINISH TO I
R -5 INSULATION
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I
STEEL COLUMN.
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ENCLOSURE BEYOND.
MATCH EXISTING,
MATCH EXISTING,
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TYP.
TYP. 1
DECORATIVE COLUMN I
I
HORIZONTAL REINF.
HORIZONTAL REINF. I
4" WOOD BASE
COVER
I
W /TRUSS TYPE
W /TRUSS TYPE
1/2" EXPANSION JOINT
WIRE MESH EVERY
WIRE MESH EVERY
TWO ROWS.
TWO ROWS.
1/2" EXPANSION JOINT
I
4" CONC. SLAB
(SEE FOUNDATION
I
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+ 0'-0~ A.F.F.
4" CONC. SLAB
+ 0' -0" A.F.F.
(MATCH EXISTING
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(SEE FOUNDATION
FINISH FLOOR °..•'' °- •''
FLOOR HEIGHT)
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1/2" EXPANSION JOINT
I
8 "X8 "X1/2" STEEL PLATE RECESSED
SCHEDULE)
(MATCH EXISTING
MATCH EXISTING)
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SO T.O. PLATE ALIGNS W/ SLAB
VARIES o
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W/ (2) #5 ANCHOR BARS SHOP WELDED.
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SIZE AND REINFORCEMENT
SIZE AND REINFORCEMENT
TG��I�I�IS SECTION
SCALE: 3/4 1 -0
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WALL SECTION THRU PATIO
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WALL SEC�TIONl S GARAGE
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PLATE
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3 1/2" X 3 1/2" X 3/16"
STEEL COLUMN.
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B
TRELLIS SEAM CONNECTION EC�TI ®N1
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SCALE: 3 1 -0
11
PATIO BEAfI�/I CONNECTION
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SCALE: 3 1 -0
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PATIO BEAI�/ii CONNECTION
w - 1 w
SCALE 3 1 -0
5
SLAB CONNECTION ®ETAIL
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2
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(2) 5/8 "X5 V4"
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2X4 WOOD FRAME WALL
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WEDGE ANCHORDS
W/ BATT INSULATION PER
ENERGY CODE
CALCULATIONS
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CONIC. COLUMN
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STEEL BUCKET ®ETAIIa
SCALE= 3" - 1'-0" �
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SCALE 3/4" - 1' -0" 4
SECTION AT GARAGE STEP : - -;
sc�,LE: 1 v? "- - 1' -n~ �