HomeMy WebLinkAboutConstruction Plans7812 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.I. 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 (Vwc): 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 # 35816
7812 McClintock Way
Port St. Lucie, FL
WIND LOADS ON EXTERIOR OPENINGS
OPENING SIZE TOTAL TOTAL POSITIVE NEGATIVE LENGTH OF
AREA LOAD WIND LOAD WIND LOAD BUCK ATTACHMENT
(Ft.2) (Lbs.) (PSF) (PSF) (In.)
Window T-0"xT-0" 9.0 333 27.7 37.0 108.00
Door 16'4"xT-0" 112.0 3,136 23.5 28.0 360.00
Door T-0"xU-8" 20.0 680 26.4 34.0 196.08
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.
''Y4" 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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LOAD PER LIN.
FT. OF BU.
(LB. per FT.)
37
105
42
COVERED EXISTING MOBILE HOME GENERAL NOTES
IT IS THE RESPONSIBILrrY OF THE GENERAL CONTRACTOR
PORCH \\ AND EACH OF HIS SUBCONTRACTORS TOREVIEW ALL C
DRAWINGS, REVISIONS TO DRAWINGS, ETC. ASSURE
COORDINATION OF ALLFELTING EACH TRADE. O
A FAILURE TO REVIEW ALLL CONTRACT
ACT DOCUMENTS FOR =
UI ALL STEPS, GUARD RAILS AND APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE ca C4
rn 2 of 6 3868 DOORS ARE EXISTING RESPONSIBLE PARTY FROM PERFORMING ALL WORK = CD
N AND WILL REMAIN. REQUIRED. 0 r.- O N O
1. ALL TRADES MUST PERFORM TO CURRENT EXISTING O fh IT 04
M
CODES AND ORDINANCES APPLICABLE TO THIS PROJECT. C LL. fO 'n
_ _ _ O
______________________ ° U
2' r -M U Z CONTRACTORSTO VER FYALL DIMENSIONS AND — p c0
CONDITIONS. ° '° r� cr
5 of 6 DOOR ACCESS 3.ALL MAERIAL TO BE INSTALLED PER MANUFACTURERS 2 > a U
SPECIFICATIONS. C 0
FOOTER 4. ELECTRICAL PER LICENSED CONTRACTOR TO LOCAL 0
� I
AND NATIONAL STANDARDS.
O i DETAIL ; 5. CONTRACTOR IS
RESPONSIBLE
IN
WATERPROOFING, FLASHG AND SEALING OF THE
Q , ^ ROOF AND STRUCTURE, EXISTING AND NEW, IN AND
B Ic , �+f B 1 CJ' BEYOND THE SCOPE OF THESE DRAWINGS.
4of6 ILLI 5of6 4of6
DOUBLE 2" X 9" X 0.072" X 0.224" S.M.B. I
B ;� 9" X 1-1 /2" RECESS B a�
2 of 6 o I IN CONCRETE SLAB 2 of 6 = o 9 v
� ' @ GARAGE DOOR. .0`° "
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2' ----- °a30
14'
L 2 2'
LEFT ELEVATION (4TH WALL)
3/16" = 1'
of 6 4 of
9'-G" 7� 3' 7 9'-G"
22'
RIGHT ELEVATION
3/16" = 1'
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CODECOMST. LUCIE COUNTY-,;., -
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FILE COPY
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DATE: 03-26-20
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EXISTING. 0
024" PANEL WIT # EPS P-
SF NOTE: MON05LOPE ROOF
A
:CTION A -A
3/16" = 1'
20'
FRONT ELEVATION
3/16" = 1'
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14' _
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2 2'
►� -DOUBLE 2" X 0" X 0.072" X 0.224" 5.M.5--- - -
- — -
3'
s
sots
SHINGLES TO BE APPLIED
DIRECTLY TO PANELS WITH #8 X 314"
GALVANIZED WAFER HEAD DRILL
POINT SCREWS.
USE MANUFACTURER'S
RECOMMENDED NAILING 7
I o' PATTERN - - - - 10,
VINYL SIDING TO BE
APPLIED DIRECTLY TO
—PANELS WITH #8—
GALVANIZED S.M.S.
SPACING PER
MANUFACTURER SPECS.
T
5 ots
3'
'X4"X0.12
KNEE BRACE
3/16" = 1'
12
3[::�
20'
REAR ELEVATION (4TH WALL)
3/16" = 1'
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DATE: 03-26-20
FILE COPY
BREAK METAL RIDGE CAP
(1) # 12 X 4" 5.M.5. WITH
I .5"d FENDER WASHERLs
3" X 0.055"
RECEIVING CHANNEL.
E
@ G" ON CENTER.
ATTACH TO BEAMS
0.125°t
0. i 25°t
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(1) #8 X 1 /2" S.M.5.PRIOR
TO SETTING
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@ 15" ON CENTER.
INTO WALL.
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4" X 4" X 0. 1 25" HOLLOW
4" X 4" X 0. 125"
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3° COMPOSITE PANEL.HAN
TO 2X9 BEAM
KNEE BRACE.
HOLLOW KNEE BRACE.
0 co o
IRES (9) # 10 X 3/4"
0
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. PER BEAM.
- o 4" i.d. RECEIVNG CHANNEL
0 4° i.d. RECEIVING CHANNEL
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HAN TO PANEL WALL
(4) # 12 X 3/4" S.M.5.
(4) # 12 X 3/4"S.M.5.
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(2) 2"X 9" RIDGE BEAMSIRES
(9) # 1 O X 4"'
EACH SIDE OF REGCHAN)
(EACH SIDE OF REC/CHAN)
INTERNALLY FASTENED
0 0 5.M.5. PER BEAM.
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WITH (2) # 10 X 3/4" 5.M.5.
® 0 BOTTOM REGGHAN
- (2) 1/4" X 3-3/4" THRU
(4) 1/4"0 WOOD LAGS
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@ 12" ON CENTER.
(4) #12 X 3/4° INTO BEAM
BOLTS WITH 1-1/2"
THRU REC/CHAN WITH
0 o o d (4) # 10 X 4"' THRU WALL.
FENDER WASHER, LOCK
2-1/2" (MIN.) THREAD
(I) # 12 X 3/4" S.M.S.
WASHER AND NUT.
PENETRATION INTO
@ 12" ON CENTER.
'NOTE: # 10 X 4" 5.M.5. PROTRUDE THRU BOTH SIDES OF R/C.
SOLID WOOD.
'SEAL ALL EXPOSED SCREWS. (TOP E BOTTOM OF BEAM)
'OPTION: # 12 X 3/4" S.M.5. INSTALLED ON EACH SIDE OF R/C.
DEL. CONT. 2X 10 #2 S.Y.P.
A PANEL ROOF TO RIDGE BEAM
B RIDGE BEAM 5ET INTO WALL PANEL
C 4X4 KNEE BRACE TO WALL PANEL DETAIL
p 4X4 KNEE BRACE TO GARAGE HEADER DETAIL
N
N
(I) # 10 X 4" S.M.S. WITH
(I) # 12 X 4" S.M.S. WITH
DOUBLE 3" X 0.055"
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c "-
(2) 2" X 9° X 0.072" X 0.224° S.M.B.
1 FENDER WASHER
I .5"d FENDER WASHER
RECEIVING CHANNELS
g n y
.5°d
@ 12" ON CENTER.
@ G" ON CENTER.
TURNED @ 90° AND JOINED WITH
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(I) # I 0 X 4" S.M.S. @ 8" O.C.
m
4" '-cf. X 0.090" RECEIVING CHANNEL
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WITH (4) # 1 2 S.M.S. INTO WEB OF
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EACH 2X9 AND (4) # 1 2 S.M.S. INTO
3" COMPOSITE ROOF PANEL.
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4X4 EACH SIDE OF RIDGE BEAM.
Um`
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3" COMPOSITE ROOF PANEL.
a
REQUIRES (1) # 1 O X 3/4"
REQUIRES (I) # 10 X 3/4"
@ 8° O.C. (EACH SIDE).
IL a
@ 8" O.C. (EACH SIDE).
® ® ®
3" X 0.055° PRP SLOPED
(1) # 1 0 X 3/4" S.M.S. @ 8" O.C.
3" X 0.055"
RECEIVING CHANNEL.
(EACH SIDE OF REC/ CHANNEL.
# 12 X 3/4" 5.M.S.
RECEIVING CHANNEL.
3" COMPOSITE WALL PANEL.
3" COMPOSITE WALL PANELS.
10
3" COMPOSITE WALL PANEL.
o�
4"X4"X0.125%
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#
O
N
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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DOUBLE 3" X 0.0550
#8 X I -1 /2" COMMON DOUBLE 3" X 0.055"
(2) 2" X 4" #2 5.Y.P. EACH 51DE OF
(I) # I O X 3/4"
g 3 L
RECEIVING CHANNELS
@ 12" O.C. RECEIVING CHANNELS
OPENING FROM FLOOR TO CEILING.
5.M.5. @ G" O.C.
TURNED @ 90" AND JOINED WITH
TURNED @ 90" AND JOINED WITH
ATTACH TO 3" METAL COMPOSITE
(I)#I0X4"5.M.5.@8"O.C.
(1)#10X4"5.M.5.@8"O.C.
ROOF WITH 1/4"0 WOOD LAGS
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FLASHING E SEALANT WITH
W/ 2" (MIN.) THREAD PENETRATION
(I) # I O X I /2" S.M.S. @ 12° O.C.
@ 8" O.C. (MAX.) (STAGGERED)
3" COMPOSITE WALL PANEL
,
INTO FASCIA AND ROOF PANEL.
WINDOW OPENINGS ARE FRAMED
CONTINUOUS 2X4 #2 5.Y.P.
ON ALL SIDES WITH 3" X 0.055"
WITH (2) # 10 X 2" 5.M.S.
RECEIVING CHANNEL.
@ 12" ON CENTER.
/f
o
FLASHING SEALANT WITH;ZA
ATTACH TO WALL PANEL WITH (1)
(I) # 1 O X 1 /2" S.M.S. @ 12" O.C.
# 10 X 3/4" S.M.S. @ 12" O.C.
CONTINUOUS 3" X 0.055"
N
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RECEIVING CHANNEL.
(2) 2" X 4" #2 5.Y.P. WINDOW
_
-
.. SeAL
HEADER. ATTACH TO VERTICAL
PREHUNG DOOR UNIT. FASTEN
TEN
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(I) #! O X 4" S.M.S. @ 8" O.C.
(1) # 10 X 4" 5.M.5. @ 8° O.C.
(2) 2° X 4" USING SIMPSON LSTA9.
PER MANUFACTURERS SPECS.'
-i
THRU ROOF PANEL AND BOTH
THRU WALL PANEL AND BOTH
1 (TOP AND BOTTOM OF WINDOW.
JAMB
SIDES OF RECEIVING CHANNEL.
SIDE OF RECEIVING CHANNEL.
-
THRESt10LD
A4
�
REFERENCE OEP PAGE 5 OF G FOR
CONNECTION OF VERTICAL 2" X 4"
0:
TO FLOOR AND ROOF."
OF G
LLI
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ROOF PANEL TO WALL PANEL (UNDER SAVE) Ij
ROOF PANEL TO WALL PANEL (NO SAVE) I
K WINDOW FRAMING TO WALL PANEL DETAIL
L DOOR FRAMING TO WALL PANEL DETAIL
DATE: 03-26-20
0
ell 0 ~%OAF
(1)#10X3/4"
S.M.S.
@ 6" O.C. DEL. CONT. 2X 10 #2 S.Y.P.
(3) 3/8" 0 THRU BOLTS
DEL. CONT. 2X 10 #2 S.Y.P.
c
GLUED TOGETHER AND
GLUED TO PANEL WALL.
WITH WASHERS AND NUTS
2" X 2" X 0. 125" X 10° ANGIF
o
THRU ROOF AND THRU
WITH (2) # I 0 X 44 S.M.S.
" `0 '-,'
2" X 2" X 0. 1 25" ANGLE.
(G) 3/5" 0 WOOD LAGS
m N
LOrb
o 0
@ 8" ON CENTER AND
" "
WITH 2-1 /2" M!N. THREAD
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(2) 1/4" 0 WOOD LAGS WITH
*rBREAKFOPM
, ,
PENETRATION INTO SOLID
�cm
I-1/2" WASHERS AND 2-1/2"
" "
® WOOD.
4
(MIN.) THREAD PENETRATION
0
" GARAGE DOOR
0 ®
_ c
V y r;
2
INTO SOLID WOOD.
�! " 1, WOOD FRAMING.
• 0 `. (4) 3/8" 0 WEDGE ANCHORS
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CONTINUOUS G" X 0.024"
�,'�I CONNECT VERTICAL TO
(G) 3/5" QJ WOOD LAGS
' ' b �� WITH 3" MIN. EMBEDMENT
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REC/CHANNEL.
ORIZONTAL MEMBERS USING
WITH MIN. THREAD
..n ' •'' ' "° INTO SOLID CONCRETE.
U
SIMPSONLSTA 12(TYP.)
�/
e!
RATIO
PENETRATION INTO 50UD
GARAGE DOOR UNIT. FASTEN
WITH I Od COMMON WIRE
®0
WOOD.
a: •+ .•e, ,; .• NOTE:
..
r
PER MANUFACTURERS SPEC.
NAILS. (FILL ALL HOLES)
2° X 4" #2 S.Y.P. VERTICALS
e
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L. CONT. 2X I 0 #2 S.Y.P.
m
2° X 2" X 0. 125° X I O" ANGLE
4 ' (I) 3/8" 0 WOOD LAG AND
(1) 3/8" 0 WEDGE ANCHOR
GLUED TOGETHER AND
DBL. CONT. 2X 10 #2 S.Y.F.
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
WOOD FRAME CONNECTION AT ROOF
P WOOD FRAME CONNECTION AT FLOOR
N
ROOF FINISH BY OTHERS.
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4" THICKENED EDGE CONCRETE
# 10 X 3/4" S.M.S. @ 1 2" ON CENTER (EACH SIDE).
p r'
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SLAB WITH 3000 P.S.I. CONCRETE
3" COMPOSITE WALL PANEL.
p o LL
WITH GXG, I OX10 W.W. MUSH
3" X 0.055"
CONTINUOUS 0.055" EXTRUDED ALUMINUM FASCIA.
Q �
OVER G MIL. V15QUEEN VAPOR
CONTINUOUS 1 /4" BEAD OF ELASTOMERIC SEALANT.
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BARRIER OVER COMPACTED SAND
RECEIVING CHANNEL.
REQUIRES (I) # I O X 3/4"
I/8" WEEP HOLES IN BASE OF FASCIA @ 48" ON CENTER.
J
FILL OVER TREATED 501L.
c
@ 8" O.C. (EACH SIDE).
a•
CONTINUOUS I/4° BEAD OF
COMPOSITE PANEL ROOF DECK SEALED WEATHERTIGHT
cor
d
1 s•--"----'-"a
LASTOMERIC SEALANT.
'
@ PANEL JOINTS AND EDGE CHANNELS.
STANDARD ASPHALT COMPOSITION SHINGLES.
1 .• •at,�
"%9
. ' 1 /2" 0 X 8" STEEL J-BOLT
.:°? 9" STARTER COURSE FASTENED 20 OFF ROOF EDGE PER
`°' .,. / /
\\\\j \ ;.��... \/\\�
' • CONCRETE ANCHOR WITH
a 'a• NUT AND
.: �'l°{:* ::' `s SHINGLE MANUFACTURER'S SPACING REQUIREMENTS.
/ (2) CONTINUOUS #5 RECAPS
WASHER
"<.
a @ 3G" ON CENTER.
.... ..
.:.
WITH 3" MINIMUM CONCRETE
COVERAGE ON ALL SIDES.
.:
"> '
;' J.i.:t. . #8 GALVANIZED, STAINLESS STEEL OR COATED LOW
PROFILE HEAD METAL SCREWS PER MANUFACTURER'S
SPACING REQUIREMENTS. 3/8°!b HEAD (MIN.).
a`
1/8" WEEP HOLES IN BASE @ 48" O.C.
NOTE: 3: 12 MINIMUM ROOF SLOPE REQUIRED.
CONTINUOUS FOOTING @SLAB EDGE
R WALL PANEL TO CONCRETE SLAB
S PANEL ROOF EDGE FRAMING AND REQUIRED SHINGLING DETAIL
# 10 X 3/4" 5.M.5.
ROLLED FORM LOCK
S y
SPACING PER
AND SEALANT RESEVOIR
R .,
e e
MANUFACTURER'S
•'`='.
RECOMMENDATION.r'''r
I
NOTE: DO NOT~yN
INSTALL SCREWS
TIGHT TO PANEL
-
-'
ALLOW SPACE FOR
on
THERMAL EXPANSION
a
o
OF VINYL SIDING.
_ _
U
o e
E�
COMPOSITE ROOF PANEL SYSTEM
".
U
5H
3" X 48" X 0.024" THICK ALUMINUM
3105 H-14 OR H-25 ALUMINUM ALLOY
_
VINYL SIDING
MIN. #I DENSITY E.P.S. FOAM CORE
U
(R-4 PER INCH OF THICKNESS)
0_
OF G
ui
T VINYL SIDING TO COMPOSITE WALL PANEL
ALL ROOF AND WALL PANELS U.N.O.
DATE: 03-2&20
0
Product
Manuf
FL#
Garage door
Overhead door
FL14170-118
Shingles
Owens Corning
FL16638-R2
Wall
StructalI
FL10778-R4
Outswing door
Jeld-Wen
IFLI3540-RS
Si ngl e hu ng wi ndows
Ply Gem
FL14039-113
Vinyl siding
KP Bldg Prod
FL12201-R4
Structural roof
Pro Fab
FL2291-R10
ALL PRODUCT APPROVAL DATA IS
FOR INFORMATION ONLY
Electrical Legend
0 = Wall Mounted Incandescent
= Recessed Can
$ = Single Pole
= GPI Duplex Outlet
m = Exhaust Fan
-#-, = Recessed Can - Vapor Proof
= Flourescent Strip (24" - 30 - 48")
= Duplex Outlet
= Quad Outlet
e = Pre -Wired for Fan
COVERED
PORCH
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L— ——— ———— —— — ———————-———— ——————— ———
22'
ELECTRICAL PLAN
3/16" = 1'
"FOR LAYOUT ONLY"
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ELECTRICAL SERVICE TO BE
DETERMINED BY A LICENSED
v — v
FLORIDA ELECTRICIAN. PANEL
LOCATION TO BE DETERMINED
n'
BY BUILDER & ELECTRICIAN.
j
"I Y,
OF 5
DATE: 03-26-20
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