HomeMy WebLinkAboutSCOPE OF WORKI
i
9 ___-- 6 9
EXISTING 6'WX 7'
TALL OVERHEAD
GARAGE DOOR.
EXISTING EXTERIOR WALL SHEATHING WAS NOT INSPECTED AND
WAS COVERED W/ SIDING.
AFTER AFRAMING "& STRAPING INSPECTION THE INTEROR SIDE
-
OF 2X4 FRAMED WALLS SHALL BE COVERED W/ 1/2" CDX
PLYWOOD OR 1/2"OSB W/ 8d NAILS, 4" O.C. ON THE SEAMS & 6".
O.C. IN THE FIELD. ALL SEAMS FROM TOP TO BOTTOM SHALL
HAVE 2X4 131 OCKING
EXISTING INSPECT SLAB
3040 SH
(24) 16d
NAILS
Simpson Strong -Tie
MTT28B
SIMPSON MTT28B AT EACH
CORNER & EACH SIDE OF
OPENINGS
EXISTING 12'.W X 7'
TALL OVERHEAD
GARAGE DOOR
". 6'
i
016'
O
- EXI
TING SV METAL ROOF ON 30LB.'FELT ON 1/2'
2
COX
PLYWOOD NAILED L 4' O.C. ON THE SEAMS AND
®
8'
C. IN THE FIELD W/ 80 NAILS
�
f
(FIl
JAL METAL ROOF
INS
PECTION REQUIRED) \
SIMPSON LTS12 ANCHOR AT
" -
❑❑❑ ❑ ❑ ❑
EVER TRUSS W/ i 1 OD X 1
(2)
---
1 /2"i
NAILS
-.--
:_
N
O
Z
?i
N
O
16' METAL DRIP STR
2"X 4" PRE-ENGINEERED,"""_" ----
N
HARD] FASCIA
APPROVED, PRE-FAB WOOD
❑ ❑❑ ❑ ❑ ❑
N
N
2X4 SUB -FASCIA
TRUSSES ON 24" CENTERS
Z
HARDI SOFFIT W/ CONTINUOUS 2' �
VENT W/ 2X4 FRAMING @ 24 O.C.
Q
Ud
w
DOUBLE2X4'
Z
TOP -PLATE
U'
U
W
J
Z
-W
K
2
Q
U
WINDOWANDDOOR' " FRONT ELEVATION LEFT ELEVATION
-- 3040 WEST PALM WIND
W HEADERS DOUBLE 2X 12 SYP SCALE: 1/4' - V-0' SCALE: 1/4" = V-0
'
0) UJ
Z
T
I'
_
HARDI-PLANK OVER Y2" CDX W/ BD NAILS
411, Y2" CDX W/ ED N
O.C. ON THE SEAMS & 6" O.C. IN THE FIELD
NAILS 4" O.C. ON
E
O)
THE SEAMS&6"
In 0
O.C. IN THE FIELD
In 0
2 X 4 STUDS ON 16" O.C. W/ SPH4 C
3211 O.C. W/ (10) 1 OD X 1 Y2" NAILS
N -j
Ld
12
s
Y2" J-BOLT ANCHOR @ 32" O.0
-
W
J 0
W
J
2 X 4 BOTTOM
I ..PLATE ---
r� Ld
Y'�'I U z'
FINISH GRADE
".
f
EXISTING INSPECTION FOUNDATION
I
INININI
NEW
TYPICAL WALL SECTION'
SCALE /2": =' 1' 0" I—
REAR ELEVATION RIGHT
T ELEVATIO
N U
SCALE: 1/4" = 1'-0" SCALE: 1/4" _.. 1 -0" O N
0 W
j.� n Z m
—
.. L
N .. .. " c /
SIMPSON SPH4 @ 32 2-2 X 12"SYP HEADER SIMPSON SPH4 @ 32"
SCALE: 1/4" = 1'-O„ O.C. W/ (10) 10d X
@GARAGE DOOR
DES G1� PERAMETERS - W3 O.C.W/ (10) lOd X
ATTACH THE WINDOWS TO NAILS @ TOP & X 6 (MIN)
BOTTOM OF STUDS lYz"NAILS @TOP & SPRUCE HEADER ON
SPRUCE
FLORIDA BUILDING CODE 2001 •� BOTTOM OF STUDS WINDOW 'Z
THE 2 X 4 WOOD FRAMING
IMPORT WIND ®130 MPH (=SCE 7-98) W/ # 10 X 3°.SCREWS IN 1
' WIND IMPORTANCE FACTOR = 1.0 F'(
WIND Ex OSURE = B FACTORY HOLES HI
ROOM IN ERNAL PRESSURE COEFICIENT = .18 (ENCLOSED) S (2) SIMPSON _ COMPONENT/CLADDING PRESSURES (PSF) —40.7 PSF LSTA16 W 00
GABLE END TRUSS BRACING CHART /
TRUSS HEIGHT
ASSUMED CONCRETE COMPRESSIVE STRENGTH = 2500 PSI (12)10d NAILS ( SIMPSON H2.5A
l
2X4 VERTICALS
IC L-BRACENAILED To z.F HIEADER ROOF LI tOAD = 20 PSF @.EACH SIDE I 3) JA K W/ 10-8d NAILS ll
E BRACE 2X4 VERTICALS -W/1ED NAILS 8 D.C.( ) JACKS @ �(
NOT 0TO 4'1 VERTICAL STUD ROOF DE DLOAD = 17 PSF OF OPENING @EACH SIDE rLTLJI
REQUIRED ON TRUSS. BRACING " 18• EACH SIDE. OF OPENING I�1
L-BRACE 4'2^TO B sruD FLOOR D'IEADLQAD 40 PSF Y". f OF OPENING 7'
.'REQUIRED MIN..SOIy BEARING CAPACITY PSF PLUS SOILS ADEQUATE FOR STRUCTURAL BEARING f WINDOW O
L-BRACE LOADS, LATERAL BEARING PRESSURE AVAILABLE + 30 PSF I GARAGE OR O WITH 7'8" TO 14' L-BRACE
WINDOWS AND DOOR DOOR r� PLATE .80TTOM
HEADER HEABLE HEADER SPACING 4 OPENIN�J PLATE DOOR
L BRACE 1 TRUSS PLACED AT CENTER 2•' X 4" DIAGONAL
WITH D 14' TO 20' OF TRUSS. HEIGHT BRACE TOE -NAILED M C C C ANCHORED WITH
HEADERS 2 HEADERS PLACED AT I/3 AND 2/3 W/4-#36 TO ATTACHMENTS NOTE ✓ - �T
OPENING
OF TRUBG HEIGHT HEADER ',. � 1/2" J-BOLTS OR 11
NO SCALE GALV.
EXPANSION
.BOLTS @ 32 -
SPH4 WASHERS
r _ 2X4 P.T. BOTTOM PLATE
\�-YSPH4 PACE .ANCHORED WITH 1/2'
]-BOLTS OR GALV
LSTASAP SH=OEXPANSION 3—HALF P SIDTRUSS NOTES D.C.EMEDDED INTO:.
.CONCRETE W/ 2" WASHERS W. LLI ul
' 1. ALL TRUSSE SHALL.BE PRE-ENGINEERED TO WITHSTAND ALL REQUIRED IOADING.CONDITIONS. TRUSSES SHALL BE DESIGNED IN
12 ACCORDANCE WITH THESE SPECIFICATIONS AND WHERE ANY APPLICABLE DESIGN FEATURE IS NOT SPECIFIED HEREIN, DESIGN SHALL HEADER
BE IN ACCO DANCE WITH APPLICABLE PROVISIONS OF LATEST EDITION OF NATIONAL DESIGN SPECIFICATIONS FOR WOOD:
D DESIGNSSPECIFICATIONSF R METAL PLATE ROOF CO ION (NDS) AMERICAN FOREST AND PAPER ASSOCIATION(AFPA), AN O .DOOR
TRUSSES L-BRACE @ CONNECTE ' WOOD TRUSSES (ANSI/TPI 1), TRUSS PLATE INSTITUTE (TPI), AND CODE OF JURISDICTION.
CENTER OF.. TRUSS 2. REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS.
3. ALL TRUSS MEMBERS SHALL BE.A MINIMUM OF 2 X 4 #2 SYP STOP
2 X 4 DIAGONAL'
BRACING @ 4'O.C. TRIM
DETAIL
NAILED TO EACH
TRUSS TRACK r.
W/2—#16 TIMBER NOTES,
" Z'z LAG SCREW SCALE 1/411 = 11 o11
^ 0
IT� W W
w w
W
CO
m
•
-
--
- -- �'
2 X4' BLOCKING @ 4'O.C.
NAILED TO EACH
'TRUSS W/2-1.6D.
EXTEND BACK 8
SIMPSON A35 @ 24"
O.C. W/ (12) 8D NAILS
1.
2.
3.
'
4.
5..
6.
THE MINIMUM LUMBER GRADES FOR BLOCKING AND STRUCTURAL COMPONENTS SHALL BE #2 SOUTHERN YEL OW PINE OR BETTER. 2X4
STUDS SHALL BE CONSTRUCTION GRADE & PLACED AT 16' O.C.. L
W CONCRETE OR MASONRY SHALL BE PRESSURE TREATING OR HAV AN APPROVED SEPARATING
ALL WOOD -FRAMING MEMBERS RESTING ON ZINC M
MATERIAL WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTE ION FROM DECAY SHALL BE
REQUIRED.
ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. ALL NAILS SHALL BE COMMON WIRE NAILS. SPAC NAILS AT STRAPS AS TO NOT
SPLIT THE WOOD.
ALL SIMPSON FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
INTERIOR WALL SHEATHING TO BE 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, &.ATTACHED WITH 8d NAILS 4". O.C. AT PANEL EDGES :
AND 6", O.C. IN THE FIELD.
NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS.-
P.T. 2x6" W 16d NAILS
/
®8" O.G. STAGGERED
FRAME WALL
DOOR
ATTACH DETAIL
N O SCALE'S
? 4
0 D2 3
Y 11r: G. �'1
REVIEWED FOR
P. . A,ps.q-
„ D OMB'
..CODEC
`
STY LUCIE Gam:
_
�+Ci�� 8 Q 6 _
TABULATION= 7 S FT-
I I I11
yo / /
k N.$ �GARAGE
......, M /1.
-
. ; � �•.,.
4
>
-
2"X4" RATRUN FOR
DIAGONAL BRACING
EXTENDING BACK $ -
FRAMED wALLSCOPE
WALL SHEATHING
7. SIMPSON PRODUCTS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS.
Q
WINDOW PROTECTION NOTES
. 1. THE WINDOW OPENING SHALL HAVE WIND BORNE DEBRIS PROTECTION W/ A MIN. 7/16"`WOOD STRUCTURAL PANELS. W/ #8 X 2 1/2"
WOOD SCREWS'.@..16" O.C. ON PERIMETER.
'
d
�?�
p
JUN 3 O 2021
OF WORK
STATE r
E OF
:2pR . P.• �
Fj/y 2
SHEET
`V A V L E E 1 N D BRACING
GABLE END
- -
'
THIS DESIGN WAS. CONFIGURED AS AN 22020LT STRUCTURE USING
-THE ST. LUCIE COUNTY PERMIT NUMBER 22020746.
THIS DESIGN. ADDRESSES ALL UNCOMPLETED ISSUES USING THE
1
ST. LUCIE COUNTY INSPECTION SHEETS THAT ARE ATTACHED TO
THIS PLAN L
- E
F i
0 1
"? TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES HAS
S BEEN DESIGNED IN ACCORDANCE WITH SECTION 1606 OF THE 2001 FLORIDA BUILDING CODE
21118
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