HomeMy WebLinkAboutBuilding Plans+38.9
42.5
EXISTING CBS HOME
SIDE ELEVATION
SCALE 1/4" = V-0"
EXISTING 4" LALLY
FILLED COLUMN
COMPONENT/CLADDING PRESSURES (PSF)
#
+40.9
-53.7
EXISTING
STORAGE
ROOMS
' 0
NOTE: N
THE 2 EXISTING o
WALLS UNDER THE _
EXISTING WOOD EXISTING €
PERIMETER BEAM LIVING Ex1sn
SHALL BE 17'-3" AREA
REPLACED WITH A
NEW WALL OF
METAL STUDS W/ co
NEW WINDOWS 20
AND A SLIDING
GLASS DOOR
N
N
3852 3852
10'
FLOOR PLAN
SCALE 1/4" = V-0"
EXISTING FASCIA
AND SOFFIT
EXISTING TRUSSED ROOF
TO REMAIN AS IS
2' O. H
2X4 METAL TRACK
ATTACHED TO EXISTING
WOOD BEAM W/ 1
15/16" TYPE 5-12
BUGLEHEAD SCREWS@
8" O.C. STAGGERED
SYNTHETIC STUCCO OVER
WIRE LATHE OVER TYVEK
HOUSE WRAP OVER 1/2"
CDX W/ 1 15/16" TYPE S-12
BUGLEHEAD SCREWS @ 4"
O.C. ON THE SEAMS & 8"
O.C. IN THE FIELD
\.
EXISTING R19
INSULATION
EXISTING WOOD BEAM
TO REMAIN
EXISTING WALLS TO
BE REMOVED
+40.9
-53.7
EXISTING ROOF
FRONT ELEVATION
SCALE 1/4' = 1'-0'
ELECTRICAL LEGEND
110V RECEPTACLE
SWITCH
WEATHER PROTECTED
LIGHT
EXISTING 4" LALLY
FILLED COLUMN
1/2" DRYWALL
7R-13
INSULATION
i
/ 2 X 4 METAL STUDS
@ 16" O.C.
2X4 METAL TRACK
ANCHORED WITH
5/16"X 1 1/2" TAPCONS
@ 12" O.C. STAGGERED
EXISTING
LIVING
AREA
EXISTING CBS HOME
+40.9
44.6
2X4 1S METAL TOP
TRACK ATTACHED TO
EXISTING WOOD BEAM
OVER WALL W/ 1 15/16"
TYPE S-12 BUGLEHEAD
SCREWS@ 8" O.C.
STAGGERED
71
2X4 18 GAUGE METAL
STUDS @ 16" O.C. W/
2- TYPE S 3/4" PAN
HEAD SCREWS PER
SIDE
ISTING 1/2"
DRYWALL
EXISTING BOND BEAM
-:. .,.: ". :'+.•`.:'ChpJ9 t{8V'ViJ;IVLrCC I'C 'JLa:1D;.,1 ..-,.
TYPICAL WALL SECTION
SCALE 1/2" = 1' 0"
EXISTING CBS
HOME
8'
NOTES:
1. ALL METAL STUDS AF.E 18 GAUGE GALVANIZED.
2. THE WALL SHEATHINS SHALL BE i" CDX OR BETTER
WITH A SPAN RATING OF 16/32,
3. PLACE A MASTIC SEA -ANT BETWEEN BOTTOM AND
SIDE TRACK @ CONCRETE OR MASONRY WALL.
4. CAULKING SHALL BE PLACED BETWEEN THE HOUSE
WRAP AND WINDOWS.
1
o
E�SP�VNG
2X4 METAL TRACK
ANCHORED WITH
5/16"X 1 1/2" TAPCOW -
@ 12" O.C.STAGGEREI
CHANNEL/STUD CONNECTION DETAIL
SCALE 1 1/2" = V-0"
EXISTING
MASONRY WAL
2X4 METAL STUD
ANCHORED WITH 5/
1/2" TAPCONS @ 12'
STAGGERED
CONNECTION DETAIL
SCALE 1/4" = 1
DESIGN PERAMETERS
CATEGORY II
WIND FORCES @ 140 MPH (ASCE 702)
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE = C
INTERNAL PRESSURE COEFICIENT= .18 (ENCLOSED)
COMPONENT/CLADDING PRESSURB (PSF) 40.7 PSF
CONCRETE COMPRESSIVE STRENGH = 3000 PSI
ROOF LIVELOAD = 20 PSF
ROOF DEADLOAD = 17 PSF
FLOOR DEADLOAD = 40 PSF
MIN. SOIL BEARING CAPACITY =200 PSF
CVTCTTN!]
MIN. SETBACK RE0.
FRONT
SIDES ,•J
TABULATION 35.82' CNR SIDES REVISIONS
REAR IS
FLORIDA ROOM - 173 SQ FT.� MARCH 5, 2007
— — — MARC 5
/ I TECH.
EXISTING 18.75'
,i STORAGE LIVING
PROPOSED ROOM 81.26 ROOMS AREA
/A MODIFICATION
77
17.25'
26 !29'
PLOT PLAN O
- -- -- -
SCALE 1/16" = 1' 0" 50.16' �, O
2-2X4 18 GAUGE
METAL HEADER W/ 18
GAUGE SILL PLATE W/
2- TYPE S 3/4" PAN
HEAD SCREWS @ 12"
O.C. BOTH SIDES
HEADER CONNECTION DETAIL
SCALE 1 1/2" = V-0"
2X4 METAL TRACK
ANCHORED WITH
5/16"X 1 1/2" TAPCONS
@ 12" O.C. STAGGERED
THOMAS W. CAREY—PE
767 FIDDLEWOOD ROAD
VERO BEACH, FL 32963
1-772-231-2931
FAX-1-772-231-0525
2X4 18 GA METAL TOP
TRACK ATTACHED TO --
EXISTING WOOD BEAM
OVER WALL W/ 1 15/16"
TYPE S-12 BUGLEHEAD /
SCREWS@ 8" O.C.
STAGGERED I
2-2X4 METAL STUD
HEADER
2X4 METAL OVER
STUDS W/ 2- TYPE S
3/4" PAN HEAD
SCREWS PER SIDE
2-2X4 18GAUGE METAL
JACKS W/ 2- TYPE S
3/4" PAN HEAD
SCREWS @ 12" O.C.
USE THE MANUFACTURER'S
2X4 METAL TRACK
ANCHORED WITH
5/16"X 1 1/2" TAPCONS s
@ 12" O.C. STAGGERED
2X4 METAL OVER
STUDS W/ 2- TYPE S
3/4" PAN HEAD
SCREWS PER SIDE
OPENING CONNECTION DETAIL
SCALE 1 1/2" = V-0"
�O
m�
REQUIREMENTS FOR
ATTACHING THE WINDOWS
& DOOR TO THE 2 X 4 WOOD
FRAMING PER SPECS. USE ATTACH THE ENTRY DOOR & WINDOWS
#10 SCREWS AS SHOWN. WITH 3" X # 10 SCREWS @ 5" FROM
THE CORNERS AND 18" O.C.
X WINDOWS AND DOOR ATTACHMENTS
NOTES
NO SCALE
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE
WITH SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE
W/ 2005/06 SUPLEME TS,
THOMAS W. CAR �_P.E.--FLORIDA 5574 DATE j
MARCH 5, 2007
DRAWN JAN. 29, 2007
BY LARRY RYNEARSON
772.979.4776
CHECKED BY
LR
SCALE:
AS SHOWN
SHEET
OF
1 SHEETS
+38.9
-42.5
EXISTING CBS HOME
SIDE ELEVATION +40.9
SCALE 1/4" = V-0"
44.6
EXISTING 4" LALLY
FILLED COLUMN
NOTE:
THE 2 EXISTING
o
WALLS UNDER THE
EXISTING WOOD
PERIMETER BEAM
SHALL BE 17'-3"
REPLACED WITH A
NEW WALL OF
METAL STUDS W/
NEW WINDOWS
AND A SLIDING
GLASS DOOR
EXISTING FASCIA
AND SOFFIT
COMPONENT/CLADDING PRESSURES (PSF)
EXISTING
STORAGE
ROOMS
EXISTING
LIVING
AREA
m
M
3852
ao"I f 10'
FLOOR PLAN
SCALE 1/4" = V-0'
EXISTING TRUSSED ROOF
TO REMAIN AS IS
2X4 METAL TRACK
ATTACHED TO EXISTING
WOOD BEAM W/ 1
15/16" TYPE S-12
BUGLEHEAD SCREWS@
8" O.C. STAGGERED
SYNTHETIC STUCCO OVER
WIRE LATHE OVER TYVEK
HOUSE WRAP OVER 1/2"
CDX W/ 1 15/16" TYPE S-12
BUGLEHEAD SCREWS @ 4"
O.C. ON THE SEAMS & 8"
O.C. IN THE FIELD
EXISTING R19
INSULATION
--N,: EXISTING WOOD BEAM
TO REMAIN
EXISTING WALLS TO
BE REMOVED
1/2" DRYWALL
7' / R-13
INSULATION
2 X 4 METAL STUDS
@ 16" O.C.
2X4 METAL TRACK
+40.9
53.7
+40.9
-53.7
EXISTING ROOF
FRONT ELEVATION \ +40.9
SCALE 1/4" = V-0" 44.6
ELECTRICAL LEGEND
110V RECEPTACLE
SWITCH
WEATHER PROTECTED
LIGHT
EXISTING 4" LALLY
FILLED COLUMN
EXISTING 1/2"
DRYWALL
EXISTING
LIVING
AREA
EXISTING CBS HOME
ANCHORED WITH
5/16"X 1 1/2" TAPCONS
@ 12" O.C. STAGGERED
E kS-11111 CONCRET • SLAB; .'.. E:
TYPICAL WALL SECTION
SCALE 1/2" = l' 0"
i
EXISTING BOND BEAM
2X4 18 METALTOP
TRACK ATTACHED TO
EXISTING WOOD BEAM
OVER WALL W/ 2" TYPE
S-12 BUGLEHEAD
SCREWS@ 8" O.C.
STAGGERED
1
2X4 18 GAUGE METAL
STUDS @ 16" O.C. W/
2- TYPE S 3/4" PAN
HEAD SCREWS PER
SIDE
NOTES:
1. ALL METAL STUDS ARE 18 GAUGE GALVANIZED.
2. THE WALL SHEATHING SHALL BE Z" CDX OR BETTER
WITH A SPAN RATING OF 16/32,
3. PLACE A MASTIC SEALANT BETWEEN BOTTOM AND
SIDE TRACK @ CONCRETE OR MASONRY WALL.
4. CAULKING SHALL BE PLACED BETWEEN THE HOUSE
WRAP AND WINDOWS.
1
2X4 18 ga METAL
TRACK ANCHORED
WITH 1/4"X 1 1/2" —
TAPCONS @ 12" O.C.
STAGGERED
�V
c� z�%%pN oF�c�
CHANNEL/STUD CONNECTION DETAIL
SCALE 1 1/2" = V-0"
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLYWITH Au. APPUAAIJ COOK
EXISTING
MASONRY WALL
2X4 METAL STUD
EXISTING
WOOD BEAM
TO REMAIN
2X4 PT
BAND
W/14 X
1j" TEK
SCREWS
D.C.
TABULATION
FLORIDA ROOM - 173 SQ FT.
EXISTING
�/ PROPOSED ROOM
' MODIFICATION
PLOT PLAN
SCALE 1/16" = 1' 0"
2-2X4 18 GAUGE
METAL HEADER W/ 18
GAUGE SILL PLATE W/
2- TYPE S 3/4" PAN
HEAD SCREWS @ 12"
O.C. BOTH SIDES
HEADER CONNECTION DETAIL
SCALE 1 1/2" = V-0"
2X4 PT BAND
ATTACHED TO METAL
FRAMING W/ 1/4" X 1
1/4" TEK OR SELF
TAPPING SCREWS @
12" O.C.
ALUMINUM FRAME OF
IMPACT
: DOOR OR WINDOW
CDX
WINDOWS
PLYWOOD
- ---- 3" X 3" BEND 18 GA
;
�. ALUMINUM FLASHING
STUCCO
CAULKING AROUND OPENINGS
FINISH
TAPED TO TYVEK
OPENING
FLASHING DETAIL
NO SCALE
/ 18.75'
81.26' / STORAGE LIVING
ROOMS AREA
/ 17.25////�/O`
/ 0 k 34
/ 26.29'
50.16' f
2X4 18 GA METAL TOP
TRACK ATTACHED TO
EXISTING WOOD BEAM
OVER WALL W/ 2" TYPE
S-12 BUGLEHEAD
SCREWS@ 8" O.C.
STAGGERED
(4 METAL STUD/
DER
2X4 METAL OVER
STUDS W/ 2- TYPE S
3/4" PAN HEAD
SCREWS PER SIDE
2-2X4 18GAUGE MEI
JACKS W/ 2- TYPE S
3/4" PAN HEAD
SCREWS @ 12" O.C.
77'
REVISIONS
MARCH 5, 2007
OUTLETS
MAY 2. 2007
a
FF
O 2X4 METAL TRACK
ATTACHED TO 2X4 SSga
-� STUD W/ TYPES 3/4"
-- PANHEAD SCREWS @
IF 12" O.C. EACH SIDE ..
IF
IF
\N1 IF
1
FF
n�
h�
H
IF
W
O
---_------
2X4 METAL TRACK
ANCHORED WITH 1/4"X
.
•----'-_,
1 1/2" TAPCONS @ 12"
O.C. STAGGERED
IF IF IF
•----_---
2X4 METAL OVER
STUDS W/ 2- TYPE S
3/4" PAN HEAD
r ^
V J
FF
SCREWS PER SIDE
FF
OPENING CONNECTION DETAIL
SCALE 1 1/2" = V-0"
1" X 4" X 1/16" X 5/32" TUBE MULLION
2X4 PT BAND
ATTACHED TO METAL
FRAMING W/ 1/4" X 1
1/4" TEK OR SELF
TAPPING SCREWS @
12" O.C.
IMPACT
WINDOWS
ANCHORED TO MASONRYIt
EXISTING CBS WALL W/ 1/4"X 1 1/2"
TAPCONS @ 12 O.C. WINDOWS SHALL BE ATTACHED W/ #10 SCREWS
6" FROM ENDS & EACH HOLE MANUFACTURE
HOME STAGGERED UJI PROVIDED IN TOP, BOTTOM AND SIDE RAILS OF
WINDOWS THE ALUMINUM 1" X 4" X 1/16" X
E-
IMPACT
SLIDING
GLASS
DOORS
0
O
�
F•"y
w
O
H
cn
r-Fl
2X4 METAL TRACK
5/32" TUBE MULLION BETWEEN THE WINDOWS
ANCHORED TO
SHALL USE A TRACO ALUMINUM MULLION CLIP ATTACH THE SLIDING GLASS DOORS
CONCRETE SLAB W/
- SHALL BE ATTACHED AT EACH HOLE PROVIDED BY W/ 1/4" X 1" TEK OR SELF TAPPING
1/4"X 1 1/2" TAPCONS
- SCREWS @ 6" FROM THE CORNERS
BT. LUCIE COU THE MANUFACTURER ON THE SIDES OF THE
@ 12" O.C. STAGGERED
BUILDING 01),61ox WINDOWS W/ 2- #14 S.M.S. AND ATTACHED TO AND 20" O.C.
REVI THE WOOD TOP & BOTTOM W/ 2- #12 SCREWS
DRAWN JAN. 29, 2007
FOR CO P CE
REVIEWED BY EMBEDDED 11" MIN. INTO WOOD
CONNECTION DETAIL
SCALE 1/4" = 1'
DATE
PLANS DP ERMITIF
MUST B PT ON JOB OR
NU INS ON WILL BE MADE
DESIGN PERAMETERS
CATEGORY II
WIND FORCES @ 140 MPH (ASCE 7-02)
TIiOMAS W. CAREY—PE
WIND IMPORTANCE FACTOR = 1.0
WIND EXPOSURE =C
767 FIDDLEWOOD ROAD
INTERNAL PRESSURE COEFICIENT = .18 (ENCLOSED)
VE R O BEACH , FL 32963
COMPONENT/CLADDING PRESSURES (PSF) 52.5 PSF IF
CONCRETE COMPRESSIVE STRENGTH = 3000 PSI
1-772-231-2931
ROOF LIVELOAD = 20 PSF
FAX-1-772-231-0525
ROOF DEADLOAD = 17 PSF
FLOOR DEADLOAD = 40 PSF
MIN. SOIL BEARING CAPACITY =2000 PSF
WINDOWS AND DOOR ATTACHMENTS BY LARRY RYNEARSON
NOTES 772.979.4776
NO SCALE CHECKED BY
LR
THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE SCALE:
WITH SECTION 1609 OF THE 2004 FLORIDA BUILDING CODE AS SHOWN
W/ 2005/06 SUPLEMENTS.
THOMAS W. CAREY, C.E. RIDA 5574 DATE SHEET
`— I
- MAY 3, 2007 OF
I SHEETS