HomeMy WebLinkAboutBUILDING SITE PLANSEXISTING FLOOR PLAN
SCONE Of WORK
1.) REPLACE EXISTING HURRICANE DAMAGED SCREENED IN LANAI
ROOM WITH ALUMINUM PAN ROOF. WITH NEW WOOD FRAMING.
2.) CONVERT GARAGE TO MEDIA ROOM
NEW FLOOR PLAN
(SCALE: 3/ 1 G'= 1'-0")
FRAME END GARAGE DC
OPENINGPER DETAIL -I,
SNEET -2
St. Lucie County Health Department
Environmental Health
Septic System Appears AdeWate.
For Proposed ConstructionThis Approval Does Not Gua
Performance of T y to
Reviewer: ev
FILE COPY
o-70L4- oL10
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR OMPLIANCE
REVIEWED BY
DATE_
PLANS AND PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
Crg
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS tY
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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DAIS 03-30-07
JOB # 07-2821
1 DF3
EXISTING FLOOR PLAN
(5CAtF 3; 6= 0')
SCOPE of WORK
1.) REPLACE EXISTING HURRICANE DAMAGED 5CREENEGI IN LANAI
ROOM WITH ALUMINUM PAN ROOF. WITH NEW WOOD FRAMING.
2.) CONVERT GARAGE TO MEDIA ROOM
NEW FLOOR PLAN
(SCALE:
IDOW5
VIND LOAD
AGE DOOR
TAIL-1 ,
DOW5
+1ND LOAD
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
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JOB Y 07-2821 1
1 o4
m
INSTALL NEW WINDOWS FOR
140 MPH. WIND LOAD
REQUIREMENTS
4040 SH i
ATTACH NEW STUD WITH
(1) ROW OF 12d COMMONS
0 12" O.0 (TYP.)
LANAI ROOF FRAMING PLAN
(5CA1: 31I G'=1'-01
ATTACH TOP PLATE TO
EXISTING GARAGE DOOR
HEADER NTH (2) ROWS OF
24�12d COMMONS 0 12" O.0
�� STAGGERED PATTTERN.
N-ATTACH BOTTOM PLATE TO
2A EXISTING GARAGE SLAB
VATH (1) ROW OF 3/16" d
x 3' LONG TAPCONS 0 24"
O.C.
DETAIL-1 (EXISTNG GARAGE DOOR OPENING CONVERSION DETAIL)
cw+Eana--r-ar�
INSTALL NEW WINDOWS FOR
140 MPH. WIND LOAD
REQUIREMENTS
4040 SH
SHEET OUTSIDE OF WALL
WITH 1/2" CDX PLYWOOD.
ATTACH WITH 6d COMMONS
0 6" O.C. SHEET EDGES &
0 12" O.C. SHEET CENTERS.
AT
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2' GRIP EDGE
MATCh EX151"ING
FASCIA 4 SOFFT
2xG #2 50. YELLOW t
FREEZE BOARD. ATTA
RAFTER WITS A Mi N.
COMMONS,
2 PLY 2x, 0 #2 .50
P.T, BEAM WITH I/
PLYWOOD SPACER
4` x 6"
P.T. PC
INSTALL NEW WINDOWS
FOR 140 MPH. WIND LOAD
REQUIREMENTS
4040 SH
FRAME END GARAGE DOOR
OPENINGPER DETAIL- I ,
5HEET -2
INSTALL NEW WINDOW5
FOR 140 MPH. WIND LOAD
REQUIREMENTS
4040 5h
1/2" DRYWALL FINISH
3 1/2" BATTS INSULATION
ATTACH 2x4 #2 SO. YELLOW PINE
P.T. TO EXISTING HEADER ABOVE
WITH 12d COMMONS 016" O.C.
STAGGERED PATTERN
SHEET OUTSIDE OF WALL NTH 1/2"
CDX PLYWOOD. ATTACH NTH 8d
COMMONS® 6" O.C.SYG6LEDGES
STUCCO FINISH OVER A MIN OF
LAYER OF #30 lb ASPHALT PAF
& PAPER BACKED WIRE LATH
P.T. TO FOUNDATION WITH 3/16- x
3 1/2" TAPCON FASTENERS 0 32"
O.C.
SECTION: 2A-2A
(NTS)
BUILDING SECTION-
(NTS)
WIND
LOAD SUMMARY
MEAN ROOF HEIGHT:
11'-4 FT. A.F.F.
BASE WIND SPEED:
140 M.P.H.
IMPORTANCE FACTOR:
1.0
EXPOSURE CATEGORY:
B
OCCUPANCY:
SINGLE FAMILY RESIDENTIAL
INTERNAL PRESSURE COEFFICIENT:
0.18 (ENCLOSED)
DESIGN WIND PRESSURES FOR
COMPONENTS AND CLADDING
-' AREA OF COMPONENT EXPOSED TO THE WIND
ROOF ANGLE 10"30
0 S.F.>20 S.F. 20 S.F.>50 S.F. 50 S.F.AOO S.F. 100 S.F. OVER
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+20.3 -32.3
+18.5 -31.4
+16.1 -30.2
+14.3 -29.3
(DEDGE ZONE
+20.3 -68.1
+18.5 -61.8
+16.1 -53.5
+14.3 -47.2
ROOF
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+20.3 -68.1
+18.5 -61.8
+16.1 -53.5
+14.3 -47.2
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-65.7
-65.7
N/A
-65.7
N
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3OEDGE ZONE
-110.6
-98.0
N/A
-68.7
0
®INTERIOR ZONE
+35.3 , -38.2
+33.7 , -36.7
+31.6 , -34.6
+30,0 , -33.0
WALLS
(E)EDGE ZONE
+35.3 . -47.42
+33.7 , -44.0
+31.6 , -39.8
+30.0 , -36.7
WINDOW & DOOR DESIGN PRESSURES
SYMBOL TRIBUTARY AREA DESIGN PRESSURE ZONE
0 O S.F. > 20 S.F. +35.3 P.S.F.,-47.42 P.S.F. EDGE
IEAN ROOF HEIGHT: 11'-4" A.F.F. EXPOSURE B, 140 M.P.H. W.L.
NOTE: ALL GLAZING IS TO BE IMPACT RESISTANT OR
EQUIPPED WITH IMPACT RESISTANT COVERINGS PER
F.B.C. SECTION 1609.1.4
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FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICA®LE CODES,
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OPENINGS.PANELS SHALL BE PREDRILLED AS REQUIRED FOR
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THE ANCHORAGE METHOD AND ALL REQUIRED HARDWARE
SHALL BE PROVIDED. PERMANENT CORROSION RESISTANT
ATTACHMENT HARDWARE WITH ANCHORS PERMANENTLYcn
0
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INSTALLED SHALL BE PROVIDED.
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WINDOW PROTECTION DETAIL
(NTS) Ld
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SCALE: AS NOTED
DATE: 03-30-07
JOB # 07-2821
2 oF4
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1®
ELECTRICAL PLAN
F®
(SCALE: 1/4"=1'-O")
ELECTRICAL LEGEND
SYMBOL
DESCRIPTION
110 VOLT OUTLET
.F,c.
110 VOLT GROUND VOLT INTECEPTER
110 VOLT HALF HOT OUTLET
SURFACE MOUNTED FIXTURE
SINGLE POLE LIGHT SWITCH
FOWL
FAN CONTROL W/ LIGHT SWITCH
TELEPHONE
®
CABLE OUTLET
CEILING FAN W/LIGHT
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICASLF CODES.
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DA-M 03-30-07
JOB # 07-2821
4 OF4
LANAI ROOF FRAMING PLAN
(SCALP, 3/ 1 G"=
INSTALL NEW WINDOWS FOR '
140 MPH. WIND LOAD ATTACH TOP PLATE TO
REQUIREMENTS EXISTING GARAGE DOOR \
4040 SH \ HEADER WITH (2) ROWS OF
2 12d COMMONS 0 12" O.0
C \ STAGGERED PATTTERN.
ATTACH NEW STUD WITH
(1 1)1ROWOOF(T2d)COMMONS 1
ATTACH BOTTOM PLATE TO
2A EXISTING GARAGE SLAB
WITH (1) ROW OF 3/16" d
x 3" LONS TAPCONS 0
24" O.C.
INSTALL NEW WINDOWS FOR
140 MPH. WIND LOAD
REQUIREMENTS
4040 SH
-2
I
I
I
I
j SHEET OUTSIDE OF WALL
WITH 1/2" CDX PLYWOOD.
ATTACH WITH 6d COMMONS
0 6" O.C. SHEET EDGES &
0 12" O.C. SHEET
CENTERS.
I
I
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I
I
DETAIL-1 (EXISTING GARAGE DOOR OPENING CONVERSION DETAIL)
ATTACH 2,4 RAPIER EXTENDERS
TO RAFTEK5 WITP A MIN (5) 12d
COMMONS -
2" 3RIF EDGE
MATCH EX151ING
FASCIA E SOFFIT
2xG #2 50. YELLOW PINE P.T.
FREEZE BOARD. ATTACH TO EACH
RAFTEK WITH A MIN. (3) 12d
COMMONS.
2 PLY 2x 10 #2 50, YELLOW PINE
P.T. BEAM WITH 1/2" CDX F T.
PLYWOOD SPACER.
INSTALL NEW WINDOWS
FOR 140 MPH. WIND
LOAD REQUIREMENTS
4040 5h
I
FRAME END GARAGE
DOOR OPEN W GPER
DETAIL- 1, SHEET -2
INSTALL NEW WINDOWS
FOR 140 MPH. WIND
LOAD REQUIREMENTS
4040 5H
REVISION
Cc;
FILE
ST. LUCIE COUNTY BUILDING DIVISION
REVIEWED FOR COMPLIANCE
REVIEWED BYr'?
DATE 1 1
PLANS AN O PERMIT MUST BE KEPT ON JOB
OR NO INSPECTION WILL BE MADE.
1/2" DRYWALL FINISH►
3 1/2" BATTS INSULATION
4" a G" #2 50. YELLOW PINE
F,*. FOST A5 FER PLAN
51MF3DN MTS 12
RAFTER/ EACH END
SIMPSON CF5 4G POST
ATTACH 2x4 #2 SO. YELLOW PINE
P.T. TO EXISTING HEADER ABOVE
WITH 12d COMMONS O 16" O.C.
STAGGERED PATTERN
SHEET OUTSIDE OF WALL WTH
1/2" COX PLYWOOD. ATTACH WITH
8d COMMONSO 6RH3
EET
Zx
N OF
3lbHALT
IRE
P.T. TO FOUNDATION5" x
3 1/2' TAPCON FASTENERS O 32"
O.C.
SECTION: 2A-2A
(NTS)
2GGA 5 V-CRIMP ROOFING
ATTACH WITH SELF -DRILLING
SCREWS WITH NEOPREME
WASHERS OVER PEEL 4 SEAL
DRY -IN.
2x 10 #2 5,Y, P.
KAFTERS @ 24" O.G. SHEET ROOF WITH CDX
WITH
PLYWOOD. ATTACH WITH 8d RING
SHAMMED COMMONS @ 6" SHEEP
EDGES 6 @ WO.C. SHEET
CFNTEKS,& WITH CON5T.
ADHESIVE,
51MP50N MTS 12 EACH
RAFTER/ EACH END
SIMPSON ACG EACH
P05T
EXISTING CONIC. SLAB
SIMPSON CPS 4G POST
EXISTING FOUNDATION
aw"N
51MP50N L5TA 30 EACH RAFTER
TO NEW BEAM BELOW
NEW 4.4 P.T. F05T ATTACH TO
EXISTING WALL WITH A MIN. (5)
3/8"d GALV. LAG SCREWS
(NTS)
REVISED 07-06-07
ALUMINUM SKIRTING
OTHERS
51MPSON ACG
POST
EXISTING FOUNDATION
ALUMINUM FLASHING
BY OTHERS
rOKI
L5TA 18
'2B
NEW 4x4 P.T. P05T ATTACH TO -
EXI5TING WALL WITH A MIN. (5)
3/8"d GALV. LAG 5CREW5
2x4 FRAME KNEWALL WITH STUDS @
I G" O.C. CA DBL. #2 SO. YELLOW
PINE P.T. BOTTOM PLATE ATTACH
WITH 3/ 1 G"d x 3 1 /W TAPCON
FASTENERS @ 32" O.C.
GABLE END I=IZAMING DETAIL
(NTS)
REVISED 07-06-07
REPLACE ASPHALT
5HINGLE5 A5
REQUIRED
2PLY 2x 10 #2
EYE UPSET
BEAM WITH 1/2"
CDX PLYWOOD
SPACER
EXISTING
BETWEEN PLIES
STUCCO SOFFIT
ATTACH WITH (I)
TO REMAIN IN
MTS I G 6 (2)
PLACE
LSTA 12 TO
P05T EACH 51DE
OF OPENING
EXISTING HOUSE
2x4 BLOCKING @ 24"
2x4 NON -BEARING FRAME
WALL WITH 5TU @ I A. O.C.
2x 10 RAFTERS @ 24" O.C.
EXISTING f10U9
DBL.2xI�
ALUMINUM SKIRTING BY
OTHERS
WIND LOAD SUMMARY
MEAN ROOF HEIGHT: 11'-4 FT. A.F.F.
BASE WIND SPEED: 140 M.P.H.
IMPORTANCE FACTOR: 1.0
EXPOSURE CATEGORY: 8
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
INTERNAL PRESSURE COEFFICIENT: 0.18 (ENCLOSED)
DESIGN WIND PRESSURES FOR
COMPONENTS AND CLADDING
ROOF ANGLE 18-30 AREA OF COMPONENT EXPOSED TO THE WIND
0 S.R>20 S.F. 20 S.F.>50 S.F. 50 S.F.>100 S.F. 100 S.F. OVER
W
M
OINTERIOR ZONE
+20.3 -32.3
+18.5 -31.4
+16.1 -30.2
+14.3 -29.3
N
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ROOF
6H
(2)EDGE ZONE
+20.3 -68.1
+18.5 -61.8
+16.1 -53.5
+14.3 -47.2
oa
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3 CORNER ZONE
+20.3 -68.1
+18.5 -61.8
+16.1 -53.5
+14.3 -47.2
;z
O INTERIOR ZONE
-65.7
-65.7
N/A
-65.7
OVERHANG
uzz
Q EDGE ZONE
-110.6
-98.0
N/A
-68.7
o
4 INTERIOR ZONE
+35.3 , -38.2
+33.7 , -38.7
+31.6 -34.8
+30.0 , -33.0
WALLS
O EDGE ZONE
+95.9 -47.42
+99.7 -44.0
+9 L8 -38.8
+90.0 -38.7
WINDOW & DOOR DESIGN PRESSURES
SYMBOL TRIBUTARY AREA DESIGN PRESSURE ZONE
O 0 S.F. > 20 S.F. +35.3 P.S.F.,-47.42 P.S.F. EDGE
MEAN ROOF HEIGHT: 11'-4" A.F.F. EXPOSURE B, 140 M.P.H. W.
SHEET ROOF WITH 112" CDX
PLYWOOD, ATTACH WITH 8,1 RING
5HANKED COMMONS @ G" SHEET
EDGES i @ 6"O.C. SHEET
CENTERS,# WITH CONST.
ADHESIVE.
2x4 BLOCKING @ 24" O.C.
1 x4 R.S. WESTERN CEDAR
2x4 NON -BEARING FRAME
WAL-WITH 5T,05- g J..6"-0.0
ALUMINUM nNIKI ING t5Y
` OTHERS
SE TION : 25-25
REVISED 07-06-0
'OOD SHALL BE
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PLYWOOD SHUTTER PANELS & ATTACHED WITH 1/4"d x 2
5/8" LONG CORROSION RESISTANT LAG SREWS& WASHERS
@ 16" O.C. @ OUTER EDGE.
WOOD STRUCTURAL PANELS WITH THE MIN. THICKNESS OF
7/16" AND WITH A MAX. SPAN OF 8 FEET SHALL BE
PERMITTED FOR OPENING PROTECTION IN ONE AND TWO
STORY BUILDINGS. PANELS SHALL BE PRECUT SO THAT THEY
SHALL BE ATTACHED TO FRAMING SURROUNDING THE
OPENING CONTAINING THE PRODUCT WITH THE GLAZED
OPENINGS.PANELS SHALL BE PREDRILLED AS REQUIRED FOR
THE ANCHORAGE METHOD AND ALL REQUIRED HARDWARE
SHALL BE PROVIDED. PERMANENT CORROSION RESISTANT
ATTACHMENT HARDWARE WITH ANCHORS PERMANENTLY
INSTALLED SHALL BE PROVIDED.
WINDOW PROTECTION DETAIL
(NTS)
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SCALE: AS NOTED
DATE:
03-30-07
JOB #
07-2821
NOTE: ALL GLAZING IS TO BE IMPACT RESISTANT 01
EQUIPPED WITH IMPACT RESISTANT COVERINGS PER
F.B.C. SECTION 1609.1.4
I'I