HomeMy WebLinkAboutConstruction Plans7804 McClintock Way
Port St. Lucie, FL
This structure has been designed in accordance with the requirements of the 2017 Florida
Building Code, Sixth Edition - Residential, Chapter 3, Section R301.2.1. The following
wind load requirements, in accordance with 2017 Florida Building Code, Sixth Edition -
Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in
the design of the structure:
Ultimate Design Wind Speed (Vuic): 160 MPH (3-Second Gust)
Nominal Design Wind Speed (V.d): 124 MPH (3-Second Gust)
Risk Category: II
Wind Exposure Category: B
Applicable Internal Pressure Coefficient: +/- 0.18
Design Pressure for Exterior Components & Cladding:
• Walls = +23.5/-28.0 PSF
• Roof= +11.2/-32.0 PSF
Davis & Cleaton Engineering, Inc.
101 Sunnytown Road
Suite # 109
Casselberry, FL 32707
FL P.E. License 9 35816
7804 McClintock Way
Port St. Lucie, FL
WIND LOADS ON EXTERIOR OPENINGS
OPENING SIZE
TOTAL
TOTAL
POSITIVE
NEGATIVE
LENGTH OF
LOAD PER LIN.
AREA
LOAD
WIND LOAD
WIND LOAD
BUCK ATTACHMENT
FT. OF BU.
(Ft.2)
(Lbs.)
(PSF)
(PSF)
(In.)
(LB. per FT.)
Window T-0"xT-0"
9.0
333
27.7
37.0
108.00
37
Door 16'4"xT-0"
112.0
3,136
23.5
28.0
360.00
105
Door 31-011x61-8"
20.0
680
26.4
34.0
196.08
42
1.) For exterior windows, use 1x4 P.T. buck on jambs and head.
2.) For exterior doors, use 2x4 (Min.) P.T. buck on jambs and head.
3.) For garage door use minimum 2x6 P.T. buck for jambs and required spring pads.
4.) Provide enough fasteners of type used to equal or exceed stated loads on table.
Fasteners are required no closer than 2" or more than 4" from ends and spaced
equal in distance along balance of buck.
Minimum fasteners for top buck is 2.
" Minimum fasteners for side buck is 3.
Approved Fasteners:
3/16 Tapcon with 1 %" penetration = 230 lb. of holding power.
''/4" Tapcon with 2" penetration = 380 lb. of holding power.
See manufacturers specification for required fasteners to attach garage door, entry doors, patio doors and
windows to building. Note: Garage door "bucks" shall be attached to studs with 318"x4" lag bolts. Spaced
each 24" o.c. with minimum of 3 bolts.
Davis & Cleaton Engineering, Inc.
101 Sunnytown Road, Suite 109
Casselberry, FL 32707
Ph.# 407-539-2353
Lic.# 35816
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31'
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24'
REAR ELEVATION (4TH WALL)
3/16" = V
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FLOOR PLAN
3/16" = 1'
FRONT ELEVATION
3116" = 1'
GENERAL NOTES
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR
AND EACH OF HIS SUBCONTRACTORS TO REVIEW ALL
DRAWINGS, REVISIONS TO DRAWINGS, ETC. TO ASSURE
COORDINATION OF ALL WORK AFFECTING EACH TRADE
FAILURE TO REVIEW ALL CONTRACT DOCUMENTS FOR
APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE
RESPONSIBLE PARTY FROM PERFORMING ALL WORK
REQUIRED.
1. ALL TRADES MUST PERFORM TO CURRENT EXISTING
CODES AND ORDINANCES APPLICABLE TO THIS PROJECT.
2. CONTRACTORS TO VERIFY ALL DIMENSIONS AND
CONDITIONS.
3. ALL MATERIAL TO BE INSTALLED PER MANUFACTURERS
SPECIFICATIONS.
4. ELECTRICAL PER LICENSED CONTRACTOR TO LOCAL
AND NATIONAL STANDARDS..
S. CONTRACTOR IS RESPONSIBLE FOR THE PROPER
WATERPROOFING, FLASHING AND SEALING OF THE
ROOF AND STRUCTURE, EXISTING AND NEW. IN AND
BEYOND THE SCOPE OF THESE DRAWINGS.
3' 24'
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3/16" = 1'
:CTION B-B
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5HINGLE5 TO BE APPLIED
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GALVANIZED WAFER HEAD DRILL
-----
--------- --- -----
POINT SCREWS. - ----
----- ----- ------------
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RECOMMENDED NAILING
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LEFT ELEVATION
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RIGHT ELEVATION
3/16" = 1'
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PAvI5 & Cleaton Ergwert,q U. #35816
Garage Addition
Shull Construction of Orlando, Inc.
03
101 5unn4town goad, `� tc 109
Savanna Lot # 7512
Oviedo, FI 32762
- Cawberr% FL 52707
N
7804 McClintock Way
(407) 365-4078
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Port St. Lucie, FL 34952
CRC 052310
ROGER SHULL CRC 05
BREAK METAL RIDGE CAP
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3" X
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RECEIVING CHANNEL.
@ G" ON CENTER.
ATTACH TO BEAMS
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0. 1 25"t
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(1) #8 X 1 /2" 5.M.5.
PRIOR TO SETTING
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KNEE BRACE.
HOLLOW KNEE BRACE.
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° 4" I.d. RECEIVING CHANNEL
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(4) # 12 X 3/4" S.M.S.
(4) # 12 X 3/4" 5.M.5.
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(EACH SIDE OF REC/CHAN)
(EACH 51DE OF REC/CHAN)
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(2) I/W X 3-3/4" THRU
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(4) I/4"0 WOOD LAGS
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WITH (2) #1 O X 3/4" 5.M.5.
° 0 BOTTOM REGCHAN
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@ 12" ON CENTER.
(4) # 12 X 3/4" INTO BEAM
BOLTS WITH 1-1/2"
THRU REC/CHAN WITH
0 ° ° $ (4) # 10 X 4" THRU WALL.
FENDER WASHER, LOCK
2-1 /2" (MIN.) THREAD
(1) # 12 X 3/4" 5.M.5.
WASHER AND NUT.
PENETRATION INTO
@ 12" ON CENTER.
*NOTE: # 10 X 4" 5.M.5. PROTRUDE THRU BOTH SIDES OF P/C.
SOLID WOOD.
'SEAL ALL EXPOSED SCREWS. (TOPE BOTTOM OF BEAM)
*OPTION: #1 2 X 3/4" 5.M.5. INSTALLED ON EACH SIDE OF R/C.
DBL. CONT. 2XG #2 5.Y.P.
A PANEL ROOF TO RIDGE BEAM
B RIDGE BEAM 5ET INTO WALL PANEL
C 4X4 KNEE BRACE TO WALL PANEL DETAIL
D 4X4 KNEE BRACE TO GARAGE HEADER DETAIL
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(1) # I O X 4" 5.M.5. WITH
DOUBLE 3" X 0.055"
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(I) # O X 4" S.M.S. WITH
1 0 FENDER WASHER
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RECEIVING CHANNELS
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@ 1 2" ON CENTER.
@ G" ON CENTER.
TURNED @ 90° AND JOINED WITH
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COMPOSITE ROOF PANEL.
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REQUIRES (I) # I 0 X
REQUIRES (1) # I O X 3/4"
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@ 8" O.C. (EACH SIDE).
@ 8" O.C. (EACH SIDE).
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3" X 0.055" PRE SLOPED
(I) # 10 X 3/4" 5.M.S. @ 8" O.C.
3" X OA55'
RECEIVING CHANNEL.
(EACH SIDE OF REC/ CHANNEL)
# 12 X 3/4" S.M.S.
RECEIVING CHANNEL.
3" COMPOSITE WALL PANEL.
3" COMPOSITE WALL PANELS.
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3" COMPOSITE WALL PANEL.
4" X 4" X 0. 1 25"t
65
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E 4X4 KNEE BRACE TO RIDGE BEAM DETAIL
F PANEL ROOF TO PANEL WALL (GABLED END)
G PANEL ROOF TO PANEL WALL
Fi WALL PANEL TO WALL PANEL (CORNERS)
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#8 X 1-
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COMMON DOUBLE 3" X 0.055"
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DOUBLE 3" X 0.055"
RECEIVING CHANNELS
@ 12" O.C. RECEIVING CHANNELS
(1) # 10
S.M.S.
X 3/4"
@ 6" O.C.
TURNED @ 90° AND JOINED WITH
TURNED @ 90° AND JOINED WITH
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(1)#IOX4"5.M.5.@8"O.C.
(1)#10X4"5.M.5.@8"O.C.
FLASHING E SEALANT WITH
3" COMPOSITE WALL PANEL
(1) #10 X 1/2" 5.M.5. @ 12" O.C.
INTO FASCIA AND ROOF PANEL.
FLANGE MOUNT WINDOW OPENINGS ARE
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WINDOW UNIT. ATTACH FRAMED ON ALL 51 DES
CONTINUOUS 2X4 #2 S.Y.P. ,
THRU 3" X 0.055" WITH 3" X 0.055"
WITH (2) # 10 X 2" 5.M.5.
RECEIVING CHANNEL —RECEIVING CHANNEL.
@ 12" ON CENTER.
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FLASHING E SEALANT WITH
WITH (1) # 10 X 3/4" TTACH TO WALL PANEL
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CONTINUOU53"X0.055"
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(I)#IOXI/2"S.M.S.@12"O.C.
S.M.S.@6"O.C. WITH (I)#IOX3/4"
RECEIVING CHANNEL.
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5.M.5. @ G" O.C.
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PREHUNG DOOR UNIT. FASTEN
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(1) # 10 X 4" 5.M.5. @ 8" O.C.
00 # 10 X 4" 5.M.5. @ 8" O.C.
PER MANUFACTURERS SPECS.
THRU ROOF PANEL AND BOTH
THRU WALL PANEL AND BOTH
WINDOW UNIT I
JAMB
SIDES OF RECEIVING CHANNEL.
SIDES OF RECEIVING CHANNEL.
THRESHOLD
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111
ROOF PANEL TO WALL PANEL (UNDER SAVE)
ROOF PANEL TO WALL PANEL (NO SAVE)
K WINDOW FRAMING TO WALL PANEL DETAIL
L DOOR FRAMING TO WALL PANEL DETAIL
DATE: 03-27-20
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(I)#1OX3/4'
5.M.5.
@ 6' O.C. DEL. CONT. 2XG #2 5.Y.P.
(3) 3/8" THRU BOLTS
DBL. CONT. 2X 10 #2 S.Y.P.
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GLUED TOGETHER AND
WITH WASHERS AND NUTS
2' X 2" X 0. 1 25' X 10" ANGLE
GLUED TO PANEL WALL.
'
THRU ROOF AND THRU
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WITH (1) # 10 X 4" 5.M.5.
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2" X 2" X 0. 125" ANGLE.
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@ 1 2" O.C. (STAGGERED) d
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WITH 2-1/2" MIN. THREAD
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(2) 1/4" 0 WOOD LAGS WITH
PENETRATION INTO SOLID
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1-1/2"WASHERS AND 2-1/2"
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(MIN.) THREAD PENETRATION
t i it GARAGE DOOR
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INTO 5OUD WOOD. (2) ROWS
' WOOD FRAMING.
® '. (4) 3!8" 0 WEDGE ANCHORS
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@ 1 2" O.C. (STAGGERED)
�1Y CONNECT VERTICAL TO
Q 318" m WOOD LAGS
° �� WITH 3" MIN. EMBEDMENT
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HORIZONTAL MEMBERS U51NG
WITH 2-1/2" MIN. THREAD
.< ,'.' INTO SOLID CONCRETE.
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CONTINUOUS 6" X 0.024"
51MPSON LSTA 12 (iYP.)
PENETRATION INTO SCUD
, NOTE:
13REAKFOPM REGCHANNEL.
WITH I Od COMMON WIRE
NAILS. (FILL ALL HOLES)
C) WOOD.
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.• 2 X 4 #2 5.Y.F. VERTICALS
° '• ' ' '
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GARAGE DOOR UNIT. FASTEN
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2" X 2" X O. 125" X 10" ANGLE
•'• ' (I) 3/8" 0 WOOD LAG AND
- °
PER MANUFACTURERS SPEC.:
DEL. CONT. 2X 1 O #2 S.Y.P.
(I) 3/8" 0 WEDGE ANCHOR
GLUED TOGETHER AND
DBL. CONT. 2X 10 #2 S.Y.P.
THRU 2" X 2" X 0. 1 25' X 4" ANGLE
GLUED TO PANEL WALL.
MGARAGE DOOR FRAMING TO WALL PANEL DETAIL
N GARAGE DOOR WOOD FRAME SUPPORTS
Q WOOD FRAME CONNECTION AT ROOF
P WOOD FRAME CONNECTION AT FLOOR
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ROOF FINISH BY OTHERS.
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# 10 X 3/4" 5.M.5. @ 1 2" ON CENTER (EACH SIDE).
oLL
4" THICKENED EDGE CONCRETE
SLAB WITH 3000 P.5.1. CONCRETE
" COMPOSITE WALL PANEL.
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WITH GXG, I OX 10 W.W. MESH
CONTINUOUS 0.055" EXTRUDED ALUMINUM FASCIA.
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OVER 6 MIL. VISQUEEN VAPOR
3" X 0.055"
CONTINUOUS I/4" BEAD OF EIASTOMERIC SEALANT.
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BARRIER OVER COMPACTED SAND
RECEIVING CHANNEL.
1 /8" 0 WEEP HOLES IN BA5E OF FASCIA @ 48" ON CENTER.
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FILL OVER TREATED SOIL.
REQUIRES (I) # I 0 X 3/4°
@ 8" O.C. (EACH SIDE).
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4"
CONTINUOUS 1/4" BEAD OF
COMPOSITE PANEL ROOF DECK SEALED WEATHERTIGHT
IL
IASTOMERIC SEALANT.
@ PANEL JOINTS AND EDGE CHANNELS.
STANDARD ASPHALT COMPOSITION SHINGLES.
' '.`.• er
.. . ' I/2" 0 X 8" STEEL J-BOLT
0" STARTER COURSE FASTENED 2" OFF ROOF EDGE PER
�! 8"Y9 ' °' .,'., / / i
\\ \\\' \ '. ;... \/\\��
(2) CONTINUOUS #5 PE15ARS
:•' CONCRETE ANCHOR WITH
. a .. ' �.: "a•, NUT AND WASHER
�. .,
::x�'""'"' '� e..'.`':. SHINGLE MANUFACTURER'S SPACING REQUIREMENTS.
\
\ \\ WITH 3" MINIMUM CONCRETE
^. @ 6 ON CENTER.
'*'e• ^; - ,
• ti�;.� t" #8 GALVANIZED, STAINLESS STEEL OR COATED LOW
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3 G"13 //COVERAGE ON ALL SIDES.
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.-.:'+�PROFILE HEAD METAL SCREWS PER MANUFACTURERS
SPACING REQUIREMENTS. 3/5" Qf HEAD (MIN.).
zc\
I/8" 0 WEEP HOLES IN BASE @ 48" O.C.
NOTE: 3:12 MINIMUM ROOF SLOPE REQUIRED.
Q CONTINUOUS FOOTING @ SLAB EDGE
R WALL PANEL TO CONCRETE SLAB
$ PANEL ROOF EDGE FRAMING AND REQUIRED SHINGLING DETAIL
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# 10 X 3/4" 5. M.S.
ROLLED FORM LOCK
SPACING PER
AND SEALANT RESEVOIR
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MANUFACTURER'S
RECOMMENDATION.
NOTE: DO NOT�'�,�'''�...,,+
.
INSTALL SCREWS
TIGHT TO PANEL.
'
ALLOW SPACE FOR
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THERMAL EXPAN51ON
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OF VINYL SIDING.
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COMPOSITE ROOF PANEL SYSTEM
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3" X 48" X 0.024" THICK ALUMINUM
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3105 H- 14 OR H-25 ALUMINUM ALLOY
VINYL SIDING
MIN. #2 DENSITY E.P.5. FOAM CORE
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(R-4 PER INCH OF THICKNESS)
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DATE:03-27-20
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Product
Manuf
FL#
Garage door
Overhead door
FL14170-118
Shingles
Owens Corning
FL16638-112
Wall
StructalI
FL10778-114
Outswing door
Jeld-Wen
FL13540-115
Si ngle hu ng wi ndows
Ply Gem
FL14039-113
Vinyl siding
KPBldg Prod
FL12201-114
Structural roof
Pro Fab
FL2291-RIO
ALL PRODUCT APPROVAL DATA IS
FOR INFORMATION ONLY (�Mp'TI0N
FOR X01FO `
Electrical Legend
= Wall Mounted Incandescent
# = Recessed Can
# = 51ncgle Pole
e = GFI Duplex Outlet
m = Exhaust Fan
#w = Recessed Can - Vapor Proof
= Flourescent Strip (24" - 30 - 48")
= Duplex Outlet
= Quad Outlet
= Pre -Wired for Fan
'3068
DOORS ARE EXISTING
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\AND WILL REMAIN.
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ELECTRICAL PLAN
3/16" = 1'
"FOR LAYOUT ONLY"
ELECTRICAL SERVICE TO BE
DETERMINED BY A LICENSED
FLORIDA ELECTRICIAN. PANEL
LOCATION TO BE DETERMINED
BY BUILDER & ELECTRICIAN.
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DATE: 03-27-20
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