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RATED VOLTAGE 1201240V-1
RATED AMPS 60
DEMAND KVA 5.1
BRANCH DEVICES Plug —on
Phase/3W/SN
LOCATION
MOUNTING
Pavilion
Surface
DESCRIPTION
BREAKER
CIR
NUM.
BREAKER
DESCRIPTION
TRIP
POLE
POLE
TRIP
Receptacles — GFI
20
1
1
2
1
20
Lighting/Receptacles
Receptacles — GFI
20
1
3
4
1
20
Lighting/Receptacles
Receptacles — GFI
20
1
5
6
1
20
Grill Hood and Light
Grill
20
1
7
8
1
20
TV Outlet
U.C. Refrigerator
20
1
9
10
1
20
Fire Place
Spare
20
1
11
12
1
20
Spare
13
14
15
16
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Electrical Plan
SCALE: 1/4" = 1'-0"
t
O
p
1-1/2" PVC CONDUIT TO
EXISTING POOL PANEL ,
WITH ((2)) — J6 THWN CU LINE) O
(1) — #6 THWN CU ,LINE)
^1
(1 — J10 THWN CU (BOND) U
3
a
Revisions:
t h
�I
Date�41
0910912020
Job No: 5
1
MARLEY
Drawn By: TMM
Designed By: TMM
[EP
Sheet
PAUL WELCH INC. _
MECHANICAL ELECTRICAL CIVIL ENGINEERING1984 S.W. BILTMORE ST. SUITE 11114E1
PORT SAINT LUCIE, FL. 34984PHON_ E—MAIL FAX(772) 785-9858 PWELCHINC®AOL.COM (772) 785-9933
PAUL WELCH, P.E. FL. REG. NO. 29945 '�0' 0
Of ` 1 Sheet
I
DESIGN PARAMETERS:
Florida Building Code (6TH EDITION 2017)
.Florida Residential Code (6TH EDITION 2017)
Florida Mechanical Code (6TH EDITION 2017)
Florida Fuel Gas Code (6TH EDITION 2017)
2014 National Electric Code
2017 Florida Accessibility Code
Building Design: 0
Utilimate Wind Speed: 1
Nominal Design Wind Speed: 1
Building Risk Category: II
Wind Importance/Use Factor: 1
Building Height: 1
Roof Overhang: 1
Roof Pitch: 4
Exposure: C
BEAM SCHEDULE
BEAU
LDAGT li f
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
NOTES
B-1
21'-8" 6x72 LUMBER
5,093
5,093
-
B-2
II'-0" 6x72 LUMBER
10,036
5,924
-
B-3
21'-8" 6x 12 LUMBER
5,0093
5,093
-
B-4
11'-0" 6x72 LUMBER
10,036
5,924
-
SCOPE OF WORK
CONSTRUCT NEW PAVILION PER PLANS
2017NOTE. MECHANICALALL RUCTCODI ON E AND STHEONEC (NFMPLY I A 70) 2014TH THE FBC 1 E7(6D TIONED/TION), AND THE FBC 17 RESIDENTIAL,
NOTES'
THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ETC. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE,
SPECIFICATIONS, ETC.
STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS
CONSTRUCTION PROGRESSES.
ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 2017 EDITION
Product A roval Submittal Affidavit
PERMIT j
I BUILDING ADDRESS:
PRODUCT
MODEL }
MANUFACTURER
ATTACHMENT METHOD TYPE, SIZE, SPACING k
BUILDING
PRODUCT
EMBEDMENT k STIFFENER ETC.
DESIGN
DESIGN
PRESSURE
PRESSURE
ROOFING
NOAJ
BERMUDA
ENTEGRA ROOF TILE, LLC
TILE FASTENER: (2) 110d RING SHANK NAILS
-62.8
-108.5
16-0112.07
CONCRETE
THROUGH NAIL HOLES, 1/4' MINIMUM
FLAT ROOF
PENETRATION THROUGH PLYWOOD. ALL FASTENERS
EXP. DATE
TO BE CORROSION RESISTANT. FASTENERS SHALL BE
0610712021
TILE
INSTALLED A MINIMUM OF 2 1/2' FROM HEAD OF
TILE. INSTALL WITH A 4" TILE HEADLAP. OR DAP
FOAM, NOA 16-0421.03
UNDERLAYMENT
FL/
POLYGLASS
POLYGLASS
INSTALL ONE PLY WITH A MINIMUM 3` SIDE LAP
FL5259-R30
100 SERIES
AND 6' END LAP. PLACE FIRST COURSE PARALLEL TO
EAVE. ROLL MEMBRANEMAXIMUM FOR
POLYSTTCK TU
REMOVE RELEASE MBRANE AS fT S APPLIED.
PLUS
1 HAVE REVIEWED HE ABOVE PRODUCT APPROVAL INFORMATION AND APPROVE IT.
NAME: PAUL WELCH P.E., CERTIFICATION NUMBER: 29945
12
North Elevation
SCALE: 1/4" = 1'-0"
South Elevation
SCALE: 1/4" = 1'-0"
"L 6'-9"
+11'-0"
TOP OF BEAM
0"-0"
FINISH FLOOR
24'-8"
22'-6"
6'-4"
6'-9.
West Elevation
SCALE: 1/4" = 1'-0"
East Elevation
SCALE: 1/4" = 1'-0
f-\TFF----- - --,- - - - - - - -- t - - - - - - - - I I T/7
, , I
B-3
GRILL & U. /
\ HOOD RE . FP
\ \GRILLING AREA
\ � / o v
M
� DINING, m
/ o \
/ N \
o
I �
"Revisions:
f
Date:0910912020 y
Job No:
Floor Plan MARLEY
SCALE: 1/4" = 1'-0" Drawn By:
TMM �
Square Footage Designed By: TMM
Pavilion 248 Sq1Ft
SealN Sheet
PAUL WELCH INC. f
MECHANICAL ELECTRICAL CIVIL ENGINEERING ,_ 1
Total Area 248 Sq1Ft. 1984 S.W. BILTMORE ST. SUITE ff714
PORT SAINT LUCIE, FL. 34054 -
PHONE E-MAIL FAX
(772) 785-9888 WELCH. LCHINC®A L.CQN0. 299) 785-9933 .. - SrP
PAUL l -2020
Of 2 Sheets
1
12
2
1
f
4
2
s
TOP OF BEAM
12
CEILING—
BEAM-
i '-6" ix6 T&G CEILING
USE SYP OR CYPRESS
6x 12 BEAM
TRUSS TO BEAM —
ANCHOR EACH TRUSS TO BEAM WITH APPROVED
TRUSS STRAP (SEE TRUSS CONNECTOR SCHEDULE)
EXTERIOR/WALL-
3/4- STUCCO FINISH
ON METAL LATH ON
WALL-
1/2- CDX PLYWOOD
2X6 FRAME WALL WITH SPF STUD GRADE "
SHEATHING, NAILED WITH
STUDS AT 16" OC. WITH DOUBLE TOP PLATE ANCHORED
8d NAILS O 4" O.C.
WITH SIMPSON STUD PLATE TTE TSP O 16' O.C. Pu.= 1, 15/
WALL TO FTG—
STUD AND 2X6 P.T. SILL PLATE ANCHORED WITH
SIMPSON STUD PLATE TIE SPH6 O 16" O.C. Pu.-1,2401
2X6 P.T. SILL PLATE ANCHORED TO FOUNDATION WITH
SIMPSON MUDSILL ANCHOR MAS O 487 O.C. Pu.-1,005/
TRUSS CONNECTOR
SCHEDULE
TRUSS ID
BEARING POINT
TRUSS ACTUAL
CONNECTOR
CONNECTOR
FASTENERS
NOTES
UPLIFT
ID
UPLIFT DESIGN
(9)-10d x 1 i12"
CJ1
7
1,022
(1)—H10A
1,140
TO TRUSSES
i PLY
(9)-10d x i i12"
TO BEAMS
ALL OTHERS AT
(9)-10d x 1 i12"
FRAME BEARING LESS
EACH
<1,000#
(l)—H10A
1,140
TO TRUSSES
1 PLY
THAN 1,000#
(9)-10d x 1 i12"
TO BEAMS
(9)—.1Od x 1 112"
Al, A2
EACH
1,022
(I)—H10A-2
1,245
TO TRUSSES
2 PLY
(9)-10d x 1 i12"
TO BEAMS
TRUSS CO.
KOST TRUSS
LAYOUT DATE
08-31-2020
CUT SHEET DATE
08-31-2020
TRUSS NOTES'
NOTE: ALL STRAPPING TO BE SIMPSONSTRONG
TIE 'AS SPECIFIED S E IED
1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANYS.ENGINEER
2) CONTRACTOR TO PROVIDE PAUL WELCH,
INC. AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING
TRUSSES.
3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES.
4) TRUSS ITO TRUSS CONNECTIONS TO BE
PROVIDED BY TRUSS COMPANY.
5) SEE TRUSS CONNECTOR SCHEDULE FOR
TRUSS TO BEAM CONNECTIONS.
1 TOP/GR
T �{
12•
t
FOOTER— t
18"
12" HIGH X 12" WIDE POURED CONCRETE
INTEGRAL FOOTING WITH (i)-#50 CONTINUOUS
E Section at Wall
Not To Scale
FLAT ROOCEMENT TILE ROOF
ON 30# FELT PAPER, TIN TAGGED TO 5/8" CDX PLYWOOD SHEATHING 24'-8"
NAILED WITH 8D NAILS AT 6" O.C. PERIMETER SHEETS, REMAINING
SHEETS 6" O.C. AT EDGES & 6" O.C. IN FIELD TO ENGINEERED
WOOD TRUSSES AT 24" O.C. DO NOT COUNTERSINK. 1 22 -6
SEE CONNECTOR SCHEDULE FOR TRUSS ANCHORS. " " 6'-9" 6'-4" 6'-9"
EAVE
2X4 TRUSS TAIL WITH 1X2 P.T. DRIP EASE ON 12
2X6 CEDAR FASCIA WITHGALVANIZED DRiP CAR 4
r 4-- r
0 0 I , rANCHOR
o o + TOP OF BEAM12J LIN
G
BEAM i _6CYPRESS F-26x12 BEAM
314" STUCCO FINISH Br
M- 04 F 2TRAVERTINE MARBLE ON TYPICAL H TR70 BEAM WITH "SIMPSON" WELL COMPACTED CLEANANE (SEE TRUSS CONNECTOR SCHEDULE SAND BASE. (95% DENSITY)
BEAM TO COLUMN —
ANCHOR EACH BEAM TO COLUMN WITH SIMPSON" ECCLQ
BUCKET, TYPICAL AT ALL FOUR CORNERS F_2
COLUMN—T
10" X 10" CONCRETE BLOCK COLUMN WITH POURED CORE o o °
WITH (4)-#5 VERTICAL RODS 'N o o
° r o o
CAPSTONE °
L J L J
COLUMN
16" X i6" CONCRETE BLOCK COLUMN WITH POURED CORE F-i F-1
WITH (4)-#5 VERTICAL RODS
CULTURED STONE
VENEER 19'-10"
FLOOR
TRAVERTINE MARBLE ON
22'-6"
WELL COMPACTED CLEAN
SAND BASE. (95% DENSITY)
FINISH GRADE
EXPANSION JOINT Foundation Plan
FOOTING— SCALE: 1/4° __ 1• D••
12" HiGH X 36" SQUARE POURED CONCRETE o c
PAD FOOTING WITH (3)-#50 BOTH WAYS, BOTTOM.
F-1 - 12" HIGH X 36" SQUARE POURED CONCRETE
PAD FOOTING WITH (3)-150 BOTH WAYS, BOTTOM.
Se c t' e n at Column. F-2 - 12" HIGH X 12" WIDE POURED CONCRETE
Not To Scale INTEGRAL FOOTING WITH (1)-150 CONTINUOUS
ti
Seal
PAUL WELCH INC.
MECHANICAL ELECTRICAL CIVft ENGINEERING. _
1984 S.W. BILTMORE ST. RITE #114
PORT SAINT LUCIE, FL. 44984 ;
PHONE E-MAIL FAX _
(772) 785-9888 PWELCHINCOAOL-Q& (772) 785-9933. - JEI" i ��
PAUL WELCH, P.E. FL. REq: NO. 29945
Revisions:
Fo09/09/2020
Job No:
MARLEY
Drawn By:
TMM'
Designed By: TMM
(Sheet
2 Sheets
°°