HomeMy WebLinkAboutConstruction Plans7808 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 (V,dt): 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
7808 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 Y-0"xY-0"
9.0
333
27.7
37.0
108.00
37
Door 16--0"x7--0"
112.0
3,136
23.5
28.0
360.00
105
Door Y-0"x6-8"
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:
3116 Tapcon with 1 %" penetration = 230 lb. of holding power.
W 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"0" lag bolts. Spaced
each 24" o.c. with minimum of 3 bolts.
Davis & Cleaton Engineering, Inc
101 Sunnytown Road, Suite 109
Cosselbeny, FL 32707 ' "
Ph.# 407-539-2353 > >�
Llc.# 35816
GENERAL NOTES
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR C)
AND EACH OF HIS SUBCONTRACTORS TO REVIEW ALL C
ALL STEPS, GUARD RAILS AND DRAWINGS, REVISIONS TO DRAWINGS, ETC. TO ASSURE
3068. DOORSARE EXISTING COORDINATION OF ALL WORK AFFECTING EACH TRADE D
AN O WILLREMAIN. FAILURETO REVIEW ALL CONTRACT DOCUMENTS FOR C
EXISTING MOBILE HOME APPLICABLE ITEMS OF WORK SHALL NOT RELIEVE THE m CV
A B RESPONSIBLE PARTY FROM PERFORMING ALL WORK Z Co Co
Of 6 4 Of 6 REQUIRED. O N CD O
1. ALL TRADES MUST PERFORM TO CURRENT EXISTING 0 (h N
CODES AND ORDINANCES APPLICABLE TO THIS PROJECT. C LL. UD
STOPS I T- - - - - - - - - - - - - - - �TEFS - - - l I 2. CONTRACTORS TO VERIFY ALL DIMENSIONS AND O o O
I I - - - - - - I , 3' coNDlnoNs.
3. ALL MATERIAL TO BE INSTALLED PER MANUFACTURERS +�-' .5 CD U
I DOOR I , SPECIFICATIONS. O
I I ACCESS I I 4. ELECTRICAL PER LICENSED CONTRACTOR TO LOCAL
I OI I AND NATIONAL STANDARDS.
3 5. CONTRACTOR IS RESPONSIBLE FOR THE PROPER 5
L n1 �I I WATERPROOFING, FLASHING AND SEALING OF THE
I N 4 Of 6 ROOF AND STRUCTURE EXISTING AND NEW, IN AND
I I BEYOND THE SCOPE OF THESE DRAWINGS.
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@ GARAGE DOOR. DETAIL 5 of 6 N ID TnMMr 5 of 6 19070 GE DOOR 5 of kQL
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FLOOR PLAN
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REAR ELEVATION (4TH WALL) FRONT ELEVATION of 6 u1
3/16" = 1' 3/16" = 1' DATE: 03-26 20 �
FILE COPY
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13'-4"
3/16" = 1'
LEFT ELEVATION
3/16" = 1'
13'-4"
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5HINGLE5 TO BE APPLIED
DIRECTLY TO PANELS WITH #8 X 3/4"
GALVANIZED WAFER HEAD DRILL
USE MANUFACTURER'S
RECOMMENDED NAILING
PATTERN
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VINYL SIDING TO BE
APPLIED DIRECTLY TO
—PANELS WITH #8—
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SPACING PER
MANUFACTURER SPECS.
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DATE: 03-26-20 0
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BREAK METAL RIDGE CAP
(1)#12X4"5.M.5. WITH
1 .5"d FENDER WA5NER
@ G" ON CENTER.
3" X 0.055"
RECEIVING CHANNEL.
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0. 1 25"t
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PRIOR TO SETTING
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4" X 4" X 0. 1 25"
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KNEE BRACE.
HOLLOW KNEE BRACE.
2 o ce3oU
o REQUIRES (9) # 10 X 3/4"
o
°
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0 4" t.d. RECEIVING CHANNEL
° 4" i.d. RECEIVING CHANNEL
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(4) # 12 X 3/4" 5.M.5.
(4) # 1 2 X 3/4" 5. M.5.
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(2) 2" X 9" RIDGE BEAMS
o REQUIRES (9) # 10 X 4"'
(EACH 51DE OF REGCHAN)
(EACH SIDE OF REGCHAN)
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INTERNALLY FASTENED
® ° 5.M.S. PER BEAM.
°
0
WITH (2) # 10 X 3/4" 5.M.5.
° ° BOTTOM REGCHAN
(2) 1 /4" X 3-3/4" THRU
(4) 1 /4"0 WOOD LAGS
,c
@ 1 2" ON CENTER.
(4) # 1 2 X 3/4" INTO BEAM
BOLTS WITH I- I/2"
THRU REGCHAN WITH
(I) # 12 X 3/4" S.M.S.
° ° ° 8 (4) # I 0 X 4- THRU WALL.
FENDER WASHER, LOCK
2-1 /2" (MIN.) THREAD
WASHER AND NUT.
PENETRATION INTO
@ 12" ON CENTER.
'SEAL ALL EXPOSED SCREWS. (TOP E BOTTOM OF BEAM)
'NOTE: # 10 X 4" 5.M.5. PROTRUDE THRU BOTH SIDES OF R/C.
*OPTION:
SOLID WOOD.
# 12 X 3/4" S.M.5. INSTALLED ON EACH 51DE OF R/C.
DBL. CONT. 2XG #2 5.Y.P.
A PANEL ROOF TO RIDGE 6EAM
B RIDGE BEAM SET INTO WALL PANEL
(� 4X4 KNEE BRACE TO WALL PANEL DETAIL
4X4 KNEE BRACE TO GARAGE HEADER DETAIL
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(1) # 1.0 X 4" 5.M.S. WITH
(1) # 10 X 4" 5.M.5. WITH
DOUBLE 3" X 0.055"
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(2) 2" X 9" X 0.072" X 0.224" S.M.B.
I 0 FENDER WASHER
1 .5" 0 FENDER WASHER
RECEIVING CHANNELS
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@ 1 2" ON CENTER.
@ G' ON CENTER.
TURNED @ 90° AND JOINED WITH
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- (I) # 10 X 4" S.M.S. @ 8" O.C.
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4" 1.d. X 0.090" RECEIVING CHANNEL
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WITH (4) #I 2 S.M.S. INTO WEB OF
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EACH 2X9 AND (4) # 12 5.M.5. INTO
3" COMPOSITE ROOF PANEL.
(A N
4X4 EACH SIDE OF RIDGE BEAM.
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3" COMPOSITE ROOF PANEL.
REQUIRES (1) # 10 X 3/4"
REQUIRES (I) # I O X 3/4"
@ 8" O.C. (EACH SIDE).
@ 8" O.C. (EACH SIDE).
° ° 0
3" X 0.055" PRE SLOPED
(1) # 10 X 3/4" S.M.S. @ 8" O.C.
3" X 0.055"
RECEIVING CHANNEL.
(EACH SIDE OF REG CHANNEL)
# 2 X 3/4" S.M.S.
RECEIVING CHANNEL.
3" COMPOSITE WALL PANEL.
3" COMPOSITE WALL PANELS.
3" COMPOSITE WALL PANEL.
4" X 4" X 0. 125"t
00 X
� �
F
��s b
E 4X4 KNEE BRACE TO RIDGE BEAM DETAIL
F PANEL ROOF TO PANEL WALL (GABLED END)
G PANEL ROOF TO PANEL WALL
H WALL PANEL TO WALL PANEL (CORNERS)
DOUBLE 3" X 0.055"
#8 X
1- 1/2" COMMON DOUBLE 3" X 0.055"
(2) 2" X 4" #2 S.Y.P. EACH 51DE OF
(1) # 10
X 3/4"
g a
G CHANNELS
@ 1 2" O.C. RECEIVING CHANNELS
OPENING FROM FLOOR TO CEILING.
5.M.5.
@ G" D.C.
@ 90° AND JOINED WITH
TURNED @ 90° AND JOINED WITH
ATTACH TO 3" METAL COMPOSITE
¢� N b
4" S.M.5. @ 8" D.C.
(1) # 10 X 4" 5.M.5. @ 8" O.C.
ROOF WITH I /4" O WOOD LAGS
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€ SEALANT W
W/ 2" (MIN.) THREAD PENETRATION
1
I/2" S.M.S. @ 12" O.C.
@ 8" O.C. (MAX.) (STAGGERED)
- 3" COMPOSITE WALL PANEL
CIA AND ROOF PANEL.
-
-
WINDOW OPENINGS ARE FRAMED
CONTINUOUS 2X4 #2 S.Y.P.
'
J61(N
ON ALL SIDES WITH 3" X 0.055"
WITH (2) # 10 X 2" S.M.S.
RECEIVING CHANNEL.
@ 1 2" ON CENTER. -
fCONTINUOU53"XO055".
/I
FLASHING 4 SEALANT WITH
ATTACH TO WALL PANEL WITH (1)N
(I) # 10 X I /2" S.M.S. @ 12" O.C.
# 10 X 3/4" S.M.S. @ 12" O.C.
,�
o
RECEIVING CHANNEL. ..
(2) 2" X 4" #2 5.Y.P. WINDOW
-
- - g
of
4" S.M.S. @ 8" O.C.
(I) # O X 4" S.M.S. @ 8" O.C.
HEADER. ATTACH TO VERTICAL
PREHUNG DOOR UNIT. FASTEN
sn
THRU ROOF PANEL AND BOTH
THRU WALL PANEL AND BOTH
I (2) 2" X 4" U51NG 51MP50N L5TA9.
PER MANUFACTURERS SPECS.
-
SIDES OF RECEIVING CHANNEL.
SIDES OF RECEIVING CHANNEL.
(fOP AND BOTTOM OF WINDOW)
"REFERENCE OEP PAGE 5 OF 6 FOR
JAMB
THRESHOLD
`�
7
_
to
CONNECTION OF VERTICAL 2" X 4"
4'
TO FLOOR AND ROOF."
I
OF 5
I1J(9ROOF
PANEL TO WALL PANEL (UNDER SAVE)
j ROOF PANEL TO WALL PANEL (NO SAVE)
K WINDOW FRAMING TO WALL PANEL DETAIL
L DOOR FRAMING TO WALL PANEL DETAIL
DATE: 03-26-20ix
FILE COPY
(1)#10 X3/4'
5.M.5. @ G" O.C.
DEL. CONT. 2X10 #2 S.Y.P.
(3) 3/8" 0 THRU BOLTS
DEL. CONT. 2X10 #2 S.Y.P.
5
GLUED TOGETHER AND
GLUED TO PANEL WALL.
WITH WASHERS AND NUTS
2" X 2" X 0. 1 25' X I O" ANGLE
'
THRU ROOF AND THRU
m N
WITH (1) # 10 X 4" 5.M.5.
° 'p '
2" X 2" X O. 25" ANGLE.
(G) 3/8' WOOD LAGS
O N CO o 0
@ 12" O.C. (STAGGERED) 8
°
WITH 2- I/2" MIN. THREAD
`0 c N
(2) I/4" 0 WOOD LAGS WITH
�+
PENETRATION INTO 50LID
G Lo
co o
- /2" WASHERS AND 2-1/2"
i °p
® WOOD.
(MIN.) THREAD PENETRATION
+
+++ i ;� ° ° GARAGE DOOR
d of
U
INTO SOLID WOOD. (2) ROWS
�+ + WOOD FRAMING.
®® '. (4) 3/8" 0 WEDGE ANCHORS
m
c O
@ 1 2" O.C. (STAGGERED)
+Y CONNECT VERTICAL TO
(G) 3/5" 0 WOOD LAGS
'••'. `,a �� WITH 3" MIN. EMBEDMENT
U
HORIZONTAL MEMBERS U51NG
WITH 2-1/2" MIN. THREAD
, ,p �,' INTO SOLID CONCRETE.
—_
CONTINUOUS 6"X 0.024"
51MP50N LSTA 12 (TYP.)
PENETRATION INTO SOLID
'�','
t
BREAKFORM REC/CHANNEL.
WITH I Od COMMON WIRE
m•® WOOD.
°
'. 4 NOT
GARAGE DOOR UNIT. FASTEN
NAILS. (FILL ALL HOLES)
m
a 4' #2 S.Y.P. VERTICALS
' ' (I) 3/8° 0 WOOD LAG AND
PER MANUFACTURERS SPEC.
DBL. CONT. 2X 10 #2 S.Y.P.
2" X 2" X O. 125" X 10' ANGLE
.d -'' •°
•�•
(I) 3/8" 0 WEDGE ANCHOR
GLUED TOGETHER AND
DBL. CONT. 2X I O #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
WOOD FRAME CONNECTION AT ROOF
P WOOD FRAME CONNECTION AT FLOOR
ca
ROOF FINISH BY OTHERS.
ti co
V J
4" THICKENED EDGE CONCRETE
# 10 X 3/4" 5.M.5. @ 1 2" ON CENTER (EACH SIDE).
p O LL
SLAB WITH 3000 P.5.1. CONCRETE
3" COMPOSITE WALL PANEL.
Q J
am m (� •�
WITH GXG, I OX 10 W.W. MESH
3" X O.055"
CONTINUOUS 0.055° EXTRUDED ALUMINUM FASCIA.
m J
OVER G MIL. VISQUEEN VAPOR
CONTINUOUS 1/4" BEAD OF ELASTOMERIC SEALANT.
ip >
BARRIER OVER COMPACTED SAND
RECEIVING CHANNEL.
I/8" WEEP HOLES IN BASE OF FASCIA @ 48° ON CENTER.C7
co
OVER TREATED SOIL.
REQUIRES (I) # I O X 3/4°
COFILL C0
@ 8" O.C. (EACH SIDE).
t` ap
4'
CONTINUOUS 1/4" BEAD OF
COMPOSITE PANEL ROOF DECK SEALED WEATHERTIGHT
6" -.
LASTOMERIC SEALANT.
;a :
@ PANEL JOINTS AND EDGE CHANNELS.
STANDARD ASPHALT COMPOSITION SHINGLES.
8".%,: d :'
.1 \9 •! \\
\ \
•. I /2" 0 X 8" STEEL J-BOLT
•°• CONCRETE ANCHOR WITH
'<.
;..; 9" STARTER COURSE FASTENED 2" OFF ROOF EDGE PER
..:..".°':, • ,, '.,�
.•:.• �+-e ".�• SHINGLE MANUFACTURER'S SPACING REQUIREMENTS.
\\ \\ ' ....
/ (2) CONTINUOUS #5 REBARS
\� 3' \ \
�.: NUT AND WASHER
<
@ 3G" ON CENTER.
.., l.,:,.;..a..:•;;
..... '::��"`.'.If+
'+ ..y.._:�:. ' -,
`• 60 3° WITH 3" MINIMUM CONCRETE'
��\\ %\/ /\\/\XXI\/COVERAGE ON ALL SIDES.
a
;
..1 .` . `: '. ' #8 GALVANIZED, STAINLESS STEEL OR COATED LOW
PROFILE HEAD METAL SCREWS PER MANUFACTURER'S
SPACING REQUIREMENTS. 3/5" QF HEAD (MIN.).
N R
� P
M G
#
_ n
1 /8" 0 WEEP HOLES IN BASE @ 48" O.C.
NOTE: 3: 1 2 MINIMUM ROOF SLOPE REQUIRED.
Q CONTINUOUS FOOTING
@ 5LA6 EDGE
R WALL PANEL TO CONCRETE SLOB
S PANEL ROOF EDGE FRAMING AND REQUIRED SHINGLING DETAIL
# 1 O
c
v�
X 3/4" 5. M.S.
ROLLED FORM LOCK
SPACING PER
AND SEALANT RESEVOIR
E g
o e
MANUFACTURER'S
RECOMMENDATION.
n
NOTE: DO NOT
INSTALL 5CREW5
TIGHT TO PANEL.
XX—
ALLOW SPACE FOR
04
THERMAL EXPANSION
LO
oOF
VINYL SIDING.
5
�°
COMP051TE ROOF PANEL SYSTEM
U
Sn
3" X 48" X 0.024" THICK ALUMINUM
J
J
3 105 H-14 OR H-25 ALUMINUM ALLOY
_
VINYL SIDING
MIN. # I DENSITY E.P.S. FOAM CORE
U
(R-4 PER INCH OF THICKNESS)
OF 5
Lu
T VINYL SIDING TO COMPOSITE WALL PANEL
ALL ROOF AND WALL PANELS U.N.O.
w
DATE:03-26-20
0
CIs F COPY
Product
Manuf
FL#
Garage door
Overhead door
FI14170-118
Shingles
Owens Corning
FL16638-112
Wall
StructalI
FL10778-114
Outswing door
Jeld-Wen
FL13540-R5
Single hungwindows
Ply Gem
FL14039-R3
Vinyl siding
KP Bldg Prod
FL12201-114
Structural roof
Pro Fab
FL2291-R10
ALL PRODUCT APPROVAL DATA IS
FOR INFORMATION ONLY
Electrical Legend
= Wall Mounted Incandescent
# = Recessed Can
= Single Pole
e = GFI Duplex Outlet
m = Exhaust Fan
4, = Recessed Can - Vapor Proof
= Ploure5cent Strip (24" - 30 - 48")
tr = Duplex Outlet
= Quad Outlet
° = Pre -Wired for Fan
m
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.
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,
,
,
,
,
ELECTRICAL PLAN
3/16" = 1'
"FOR LAYOUT ONLY"
1 i
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ELECTRICAL SERVICE TO BE
DETERMINED BY A LICENSED
FLORIDA ELECTRICIAN. PANEL
LOCATION TO BE DETERMINED
BY BUILDER & ELECTRICIAN.
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DATE: 03-26-20
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