HomeMy WebLinkAboutBUILDING PLANSCURVE ONE
CURVE ONE
CENTRAL ANGLE = 3'54'03"
RADIUS = 2242.09'
ARC LENGTH = 152.65'
CHORD LENGTH = 152.62' (P) AND (M)
CHORD BEARING = N 73'16'59" E (P)
N 73-16'59" E (M)
CURVE TWO
CENTRAL ANGLE
= 2'02'40"
RADIUS = 2242.09'
ARC LENGTH =
80.00'
CHORD LENGTH
= 80.00' (P) AND
(M)
CHORD BEARING
= N 70'18'37" E
(P)
N 70-18'37" E
(M)
(BASIS OF BEARINGS)
CURVE THREE
CENTRAL ANGLE
= 2'02'40"
RADIUS = 2357.09'
ARC LENGTH =
84.11'
CHORD LENGTH
= 84.10' (P) 84.05' (M)
CHORD BEARING
= S 70'18'37" W
(P)
S 70-19'13" W
(M)
SITE PLAN
SCALE: 1/16" = V-0"
/ 20 S NAIL l
f� qa/fC/vCN qS�10045 go k
00
2.0' WIDE TYPE "F"
CONCRETE CURB,
WATER METER
FOUND 5/8" IRON REBAR
0.13' NORTH AND 0.13' EAST -
OF PROPERTY CORNER
FENCE END POST ISM
0.2' SOUTH AND 0.2' EAST
OF PROPERTY CORNER
�CELESTA COURT ^k
(60.00' WIDE RIGHT-OF-WAY) -
DRIVEWAY
ENTRANCE
EDGE OF PAVEMENT
CURVE TWO
T
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NI
Z Z 8.58' -
i - Ix
C 0 Y
W W I L
FENCE END POST OF A
s=
\
1 I
4' HIGH CHAIN LINK FENCE
i
IS 0.3' NORTHEAST
OF PROPERTY LINE
,00'
i
O
L
101.3
I
II
FINISHED FLOOR
I
BLO
K 46
ELEVATION = 102.39
\
4' HIGH CHAIN LINK FENCE
r
i
I
IS 112.3 FEET LONG
i
COS
46
I
/
I
L'
FENCE END POST OF AI
I
4' HIGH CHAIN LINK FENCE
IS 0.4' SOUTHWEST
OF PROPERTY LINE
M',
m
J
-------
FENCE CORNER POST IS
/ 2. ONpaST
pPERTY CORNER
F
HOUSE LIVING AREA:
1048.00
SQ.FT.
ARPORTE
227.00
SQ.FT.
OVERED LANAI
N/A
SQ.FT.
OVERED PORCH
66.50
SQ.FT.
POOL
N/A
SQ.FT
WALKS
###
SQ.FT
TOTAL:
1341.50
SQ.FT
SITE AREA:
### SQ.FT.
TOTAL IMPERVIOUS AREA:=
#VALUE! %
OTAL PERVIOUS AREA:=
#VALUE! %
4' HIG CHAT LINK x ENCE xIS 83.2 FEETx LONG x - x
CURVE THREE
(f)(A
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-P N
O
O C.I
mm
10
My
LnL11
0
cn o
Iry
S
S/ R C ANs NA/t /
f<F�aToCy q� o lSk
gg 93f
4.0' WIDE CONCRETE
--, SIDEWALK
FOUND 1/2" IRON REBAR
0.13' SOUTH AND 0.12' WEST
OF PROPERTY CORNER
FENCE END POST IS
-0.6' SOUTH AND 1.2' WEST
OF PROPERTY CORNER
4' HIGH CHAIN LINK FENCE
IS 28.2 FEET LONG
FENCE END POST IS
0.1' SOUTHWEST
OF PROPERTY CORNER
FENCE CORNER POST
IS 0.9' SOUTHWEST OF
PROPERTY LINE
LOT 6
FINISHED FLOOR
ELEVATION = 102.63
-4' HIGH CHAIN LINK FENCE
IS 83.2 FEET LONG
FENCE CORNER POST IS
2.9' NORTH AND 1.4' WEST
F PROPERTY CORNER
FENCELINE IS 0.7' NORTHWEST 0
PROPERTY CORNER AND THE FACE
THE FENCE IS 1.2' NORTHWEST C
PROPERTY CORNER
WOODEN I FOUND 1/2"IRON REBAR
SHED x
FENCELINE IS 0.6' NORTHWEST OF
PROPERTY CORNER AND THE FACE OF
THE FENCE IS 1.1' NORTHWEST OF
\ WO2.3�NFEET I T�6S PROPERTY CORNER
LOT 26LOT LOT 27
6' HIGH WOODEN (OCCUPIED)
(OCCUPIED) FENCE
ATHROOMS: 1.5
OTAL UNDER ROOF: 1341.50
RIVACY OR WING WALLS: N/A
TO RI ES: 1
ALCONY RAILINGS N/A
UILDING CLASSIFICATION R3
YPE OF CONSTRUCTION: Vb
FLORIDA BUILDING CODE 6' EDITION
2017
NTERNAL PRESSURE COEFFICIENT: 0.18
CI-318
2010
IND LOAD DURATION 1
EC
2011
UILDING CATEGORY II
EXPOSURE:
C
-
INDVELocITY: (3sec GUST) 160 MPH ult
EATHERING: NEGLIGIBLE WOOD FRAME
BASIC WIND SPEED 124 MPH asd
'; ''. ERMITE: VERY HEAVY
MEAN ROOF HEIGHT <15 FT.
INTER DESIGN TEMP: 45DEG.
..�
IMPORTANCE 1.00
RESSURE COEFF. (q) 30.1 PSF
LIMATI'+:'. W GMRA . '. _�''! ,I'•.
ni CONDITIONS TO BE VERIFIED FOR
TABLE GRADE. ANY UNSUITABLE SOIL.
MINIMUM SOIL BEARING CAP. 2000 PSF
TO BE REMOVED AND REPLACED WITH
LEAN COMPACTABLE FILL TO BEARING
ALUE SHOWN.
s
1) CERTAINTEED GYPSUM BOARD
WALLS: GYPSUM BOARD (1) 10-15
0
t. 2) INSULATION
FILINGS: GYPSUM BOARD (1) 10-15
0
INSULATION: FIBERGLASS (2)
STREET VIEW
NOT TO SCALE
FILE COPY
9EW(9KFOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC p,,
Issued
COVER SHEET & GENERAL INFO
AO.0 COVER SHEET
❑
FOUNDATION PLAN
S1.0 FOUNDATION
❑
ROOF FRAMING
S2.0 ROOF FRAMING
❑
PLANS
A1.0 FLOOR PLAN
❑
ELEVATIONS
A1.2 EXTERIOR ELEVATIONS ❑
DETAILS
A5.0 DETAILS ❑
A5.1 DETAILS ❑
SPECIFICATIONS
A6.0 SPECIFICATIONS ❑
ELECTRICAL SHEETS
E1.0 ELECTRICAL PLAN ❑
ROBERT F. SONBERG , HUMPHREY
ARCHITECT
COVER SHEET
8/5/2019
RESIDENCE c°°
Dates ANNE
�„ �,e° °o � SCL'
BY
= 113 Bent Tree Drive � �..�.w, .,.,,,,� = NO 80 St. Lucie County
�y 4` Palm Beach Gardens, FI. 33418 AMRDABLSATT'ARMi = 150 CELESTIA COURT ;fie° e g�lwlq o
WORKFORCE HUUSM .
33. PP��(561)-691-9277 CELL: (561)460-5635 PORT ST. LUCIE, FLORIDA <<Sr°°°°o ° °°PR ��
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PLUMBING RISER DIAGRAM
NOT TO SCALE
S
2�
FOOTING
DESIGN S(AL PRESSURE OF 2000 I ' (41 F• •; .DENSITY
AZE
NUMBER
W
x
D x
H
F-1
A
1'-8"
x,
—
x
18"
(2) #5 Col ITINUOUS BOTT.
MONOLITHIC
F-2
A
V-6"
x
--
x
18"
(2) #5 CUNTINUOUS BOTT.
MONOLITHIC
F-2a
B
V-6"
x
—
x
18"
(2) #5 CONTINUOUS BOTT.
MONOLITHIC
F-3
D
8"
x
--
x
11"
(1) #5 CONTINUOUS BOTT.
MONOLITHIC
F4
E
8"
x
—
x
8"
(1) #5 CONTINUOUS BOTT.
MONOLITHIC
F-5
F
1'-6"
x
--
x
14"
(2) #5 CONTINUOUS BOTT.
MONOLITHIC
F-6
C
27-8"
x
2'-8"
x
10"
3 #5 CONTINUOUS E.W.BOTT.
ISOLATED FOOTING
t�
1
r.
UMN
Y CIA. 534'
fc= 3000
t
� ,
WE
�
IDES%Ixru IOC
x1 7)
BLOCK CONC, BLOCK W/ (1) #5 VERT. REINF., PUMP MIXED FILLED CELL NOT TO
A
7-5/8" x 7-518"
#T150 EXCEED 6'-8" O.C. FRONT AND REAR WALLS OR AS PER PLAN
BLOCK
CONC. BLOCK W/ (1) #5 VERT. REINF. IN EACH CELL, PUMP MIXED FILLED
x
15-5/8"
#T11
I CELLS
x
15-5/8"
111-5/8"10-BLOCK
BLOCK
CONC. BLOCK W/ (2) #5 VERT. REINF., PUMP MIXED FILLED CELL.
#T329
D
11-5/8"
x
I CONC. BLOCK W/ (4) #5 VERT. REINF, PUMP MIXED FILLED CELL
7-5/8'
.Mom
A
D
imm
(1) # 5 CONT.
SLAB NOTES:
n
4" THICK 250OPSI CONCRETE SLAB AND FOUNDATION W/6x6-10/10 W.W.F. WITH
SECOND LAYER 48" WIDE AT PERIMETER. SLAB TO BE POURED ON CLEAN COMPACTED
FILL COMPACTED TO 2000 PSF; 95% DENSITY. ON 6 MIL POLYETHYELENE VAPOR
BARRIER W/6" LAPPED AND TAPED SEAMS. SOIL TO BE TERMITE TREATED A FLORIDA
LICENSED EXTERMINATOR JUST PRIOR TO APPLYING VAPOR BARRIER.
CONTRACTOR TO PROVIDE STANDARD TEST BORING SERIES (1) 15' AT CENTER OF
HOUSE SLAB AND (2) 10' AT FRONT AND REAR HOUSE SLAB. ANY DELETERIOUS
MATERIAL SHALL BE REMOVED AND REPLACED WITH CLEAN COMPACTIBLE FILL.
FOUNDATION PLAN
SCALE:1/4" = T-0" 0 2' 4' 8.
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PARTWITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
OF
•� °.02. °'CyB �9 J
` NO 2680 �+
D
t`l fill►���
HUMPHREY
RESIDENCE
150 CELESTIA COURT
PORT ST. LUCIE, FLORIDA
Irir- "IkwEu FUR
�.UCIE COUNTY
BOCC
MK I DATE I DESCRIPTION
PROJECT NOII 19-516a 2BR-2BA
ISSUE DATE: �JUNE 27TH, 2019
DRAWN BY: RFS
CHK'D BY: RFS
PERMIT NO. ###
SHEET 2
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AREA: _
PERIMETER:=
153.17 L.F.
AREA UPPER AND LOWER VENTS:
VENTS (6"x23") =.93 SQ.FT x 67%NFA =
LOWER VENTS REQ'D = AREA/NFA:=
SPACING OF VENTS = PERIMETERIVENTS REQ'D
PIPER VENTS (1)8' = .14 SQ.FT/LF OF VENT NFA=
= AREA/NFA:=
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553
Certification for Design Load Compliance
Prniert Name: HUMPHREY RESIDENCE
Project Address: 150 CELESTIAL COURT, PORT ST. LUCIE, FLORIDA 34983
Permit #: Occupancy Type: R3 Construction Type: Vb
INSTRUCTIONS FOR USE:
This certification must be completed, signed, and sealed by the design professional of record.
Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
C New Residences (single or multi -family)
o ResidentialAddition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official, Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida 2017 Code Sixth Edition with 2019 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed _Partially Enclosed _Open
3. Risk Category:I X II III IV Exposure Category: B X C D
4. Design Wind Velocity 124 mph X ASD LRFD End Zone Width:4 ft
5. Mean Roof Height <15 fitRoof Pitch: 5 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: *126709A Zone 2:' 12.705.1 Zone 3:'12.7/-52.0 Zone 4: *22.0/-23.0 Zone 5:+22.0/-29.0 Garage: N/A
7. Design Loads: Floor:40 PSF Roof/Dead: 17 PSF Roof/Live:20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided?X Yes Not Applicable Explain Why Not:
LO
10. Design Soil Bearing Pressure: 2000 PSF Soil Test Reports Submitted? Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
b u 1 certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
4.41 C>1 County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
ROBERT F. SONBERG RA 00006280
Print Name Cart # & Co. Cart Auth.
2.24 SQ.FT RFS ARCHITECTS
0.64 SQ.FT. NENT Signature, Date, and Seal 113 BENT TREE DRIVE, PALM BEACH GARDENS, FL
Company Name & Address
3 REQ'D
16 10 VENTS REQ'D
1.12 SQ.FT. NFA/VENT
AA TE L I �' T ,
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W =11WAD
Illa .l .tI..
4'-6" PRECAST 8RF141T/1B 400/PLF 5206/PLF 400/PLF 2525/PLF RECESSED
L-1
L-2
4'-6"
PRECAST
8RF141T/1B
400/PLF
5206/PLF 400/PLF
2525/PLF RECESSED
L-3
9'-4"
PRECAST
8F12 1T/1B
400/PLF
1245/PLF 400/PLF
708/PLF 45 MITER (EA) END
L-4
9'-4"
PRECAST
8F121T/1B
400/PLF
2622/PLF 400/PLF
1492/PLF
L-5
54"
PRECAST
BF161T/1B
400/PLF
5365/PLF 400/PLF
2290/PLF
L-6
64"
PRECAST
8F161T/1B
700/PLF
6365/PLF 700/PLF
2290/PLF
L-7
2-10"
PRECAST
8F161T/1B
400/PLF
6113/PLF 400/PLF
4460/PLF
L-8
4'-6"
PRECAST
8F161T/1B
400/PLF
2931/PLF 400/PLF
2724/PLF
L-9
T-6"
PRECAST
8F161T/1B
400/PLF
2931/PLF 400/PLF
2724/PLF
L-10
4'-0"
PRECAST
8F12 1T/1B
400/PLF
4605/PLF 400/PLF
2305/PLF 45 MITER (1) END
L-11
11'4"
PRECAST
8F12 1T/113
400/PLF
945/PLF 400/PLF
708/PLF 45 MITER (1) END
L-12
1 V-4"
PRECAST
8F12 1T/1B
400/PLF
945/PLF 400/PLF
708/PLF 45 MITER (EA) END
L-13
11'-4"
PRECAST
8F12 1T/1B
400/PLF
945/PLF 400/PLF
708/PLF 45 MITER (1) END
An
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ROOF FRAMING PLAN
LO
AUG 14 2019
ST. Lucie Counter Pe.
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
OF J
NO. 6280
t It
tcaaaaaaaa�
HUMPHREY
RESIDENCE
150 S.E. CELESTIA COURT
PORT ST. LUCIE, FLORIDA
8/10/2019
REVISED WINDOWAFFIDAVIT TOIMPACT
8/10/2019
REVISED DOOR AFFIDAVIT TO IMPACT
FiA
8/10/2019
REVISED SHINGLE AFFIDAVITMANFU.
8/10/2019
REVISED ROOF VENT AFFIDAVIT MANFU.
rj 8/10/2019 SHEET S2.0
R 8/10/2019 WINDILI^LOAD CERTIFICATION ON PLAN
8/10/2019 REQ'D
8/10/2019 ADDED ATTIC ACCESS
REVISED ENGINEERING DATA NEC
9 8/10/2019 1 CURRENT 2014 ISSUE
EWED FOR
LUCIE COUNTY
MK DATE DESCRIPTION
PROJECT NO:I 19-516a 2BR-2BA
ISSUE DATE: IJUNE 27TH, 2019
DRAWN BY: I RFS
■C�1'l'��7=3'�1:���
PERMIT NO. 1908-0123
S2.0
SHEET 3
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1 '-05/16"
Z-0"
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1'-11 11116"
Z-O" O.C.
TYP TO
ODD SPACE
TRUSS END DETAIL
PLUMB CUT OVERHANG
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TYPICAL CORNER SET DIM'S
N.T.S.
REVIEWED FOR
CODE COMPLIANCE
ST. L.UCIE COUNTY
v
SHOP DRAWINGS
REVIEWED AND APPROVED
ROBER . SONBEF CHIT #628
+" Signature of this document acknowedges that the client has reviewed this truss placement diagram
in Its entimty and is in agreement with the. following Items, including but not limited: for
A.) The clientis responsible to verify.the accuracy of information submitted fortrw in design,
fabrication,: and scheduling. Any labor,material, or time delay incurred from inadequate or incorrect
information supplied from the client will beat the client's expense„
a.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss
placement. diagram meets or exceeds the design criteria specified by" buildingdesigner, engineer of
record, and local and state building requirements..
C) .Fabrication and Delivery: One approved truss placement diagram must be returned to the truss
manufacturer: before fabrication and delivery will besseheduled. It is the, client's responsibility to
coordinate delivery dates with the truss .manufacturer. The client shall providea marked location for
IN delivery, which must be accessible,: level, and clear of material and debris; in lieu of this; trusses will be
H delivered in the best avai lable location *tour it river's discretion. Care and handling of the trusses
Zfollowing dilvery is the responsibilty of the client,
Z D.) Installation &.Bracing: BC512008( Building Component Safety Information) WTCA/TPI
0 guidelines shall be followed when handling, installing, and bracing trusses. Temporary and/or
permanent bracing and blocking is not included in the truss package.. Trusses shall he braced. to
Jprevent rotation and provide lateral stability in accordance with the requirements specified in the
J construction documents for the building and on the individual truss design drawings. Theoverall
stability of the truss system is the responsibility of the building designer.
N
Z F.) Field framing:4;i Tray ceilings and other ceiling transitions may require field framing by others.
2.) Ceiling drops and valleys not shown are to he held framed by others.. '3.) Overhangs maybe over
length- cut to fit in field. Overhangs are 2x4 or 2x6- no blocking is applied. Corner jacks will be
square cut and hip lacks will, be double leveled.
F) Repairs: Truss related problems aneto be reported to the truss manufacturer A5AP,preferably
In writing. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the
problem.. Any field modifications made withoutan engineered repair drawing will he the responsibility
of the client. No back charges or crane charges of any kmdwdl be`aCcpeted, unless specifically
approved in writing by the truss manufacturer's management.
6.) This Truss Placement diagram was not created by an engineer, rather by Tibbetts Lumber Co.
LLC staff, and is purely: to be used as an Installation guide and does not require a seal. Truss deisgn
analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer.
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Roof Load;
37# psf; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL; Dur.. 1.25
Design checked for 10 psf non -concurrent ILL on BC.
Floor Load;
55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.: 1.00
Design checked for 10 psf non -concurrent ILL on BC.
Exposure C
Building Code
FBC 2017
Mean Hgt. 15'
ASCE 7-10
Bldg. Cat. II
TPI 1-2014
Importance Factor II
rruss Design
: C & C
Enclosure Enclosed
Jplift Cale.
MWFRS
Entry Exposed to Wind
Nino Speed
160 mph US
Lanai Exposed to Wind
ROOF CRITERIA
FLOOR CRITERIA
T.C. Pitch
5 / 12
Depth ...
B.C. Pitch
/ 12
Spacing 24"
T.C. Size
2X4
Heel Hgt.
41/16"
Vapor barrier between floor & concrete
Bearing
BLOCK
by others.
Floor trusses held back 3/4" at exterior
Cantilever
walls,
Overhang
16"
block & fill by others. Blocking for
Spacing
24" o.c.
vertical load transfer by others.
Odd space floor trusses around
plumbing as noted
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0. Approved by:
Desired delivery date:
Z
LU Approval Date:
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Initials, Description
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Client :
BSE Construction Group
Z
W Project:
HUMPHREY RES.
11' 11" 71511
11' 4"
Address: 1150 SE CELESTIA CT., PSL
Date : 17/18/2019 I Designer :
�,�r� Project # 507763
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WINDOW SIZE
CMU R.O.
TYPE /
DETAILS
WIND
ID QTY
ELEV.
FRAME
ZONE
IMPACT
NOTES/REMARKS
WID.
HOT.
WID x HOT
MODEL
HEAD
JAMB
SILL
LOAD
A 4
3'
5'-2"
3'-2" x 64"
SINGLE
VINYL
1C
2C
3C
4
+37'9/
YES
�3,HUNG
+41.4
B
20
Z-8"
3'-2"
2'-10" X 3'-4"
SINGLE
VINYL
1C
2C
3C
4
+37'9/
YES
HUNG
+41.4
SINGLE
+37'9/
C
4
0
T-11 1/2"
T-11 1/2"
4'-1 1/2" x 4'-1 1/2"
HUNG
VINYL
1C
2C
3C
4
+41.4
YES
DOOR
DOOR
FRAME
DETAILS
HW
WIND
ID
QTY.
ELEV
AREA
IMPACT
ZONE
NOTES/REMARKS
W
HT
THK
MA'TL
GLZ
WID THK
HEAD
JAMB
SILL
SET
LOAD
D1
2
3'
6'-8"
0'-13/4"
FIBER
20.00
0'-11/2"
0'-4"
1B
2B
3B
YES
1
4
+38.7/
GLASS
-42.0
D2
2
3'
6'-8"
0'-1 3/4"
FIBER
20.00
0'-1 1/2"
0'-4"
1 B
2B
3B
YES
1
4
+38.7/
GLASS
-42.0
D3
1
3'
6'-8"
0'-13/8"
MASONITE
20.00
0'-3/4"
0'-4"
1A
2A
3A
D4
1
ol
3'
6'-8"
U-13/8"
MASONITE
20.00
0'-3/4"
0'-4"
1A
2A
3A
i
D5
1
2'-8"
6'-8"
U-13/8"
MASONITE
17.7
0'-3/4"
01-4"
1A
2A
3A
D6
1
2'-8"
6'-8"
0'-13/8"
MASONITE 17.78
0'-3/4"
0'=4"
1A
2A
3A
D7
1
41
6 -8
0 -1 1 /8
LOUVER 26.67
0 -3/4
0 -2
4D
5D
5D
D8
1
2'-4"
6'-8"
0'-11/8"
LOUVER
15.56
U-3/4"
0'4"
4D
5D
5D
D9
1
2'-8"
6'-8"
0'-13/8"
MASONITE
17.78
0'-W4"
0'-4"
1A
2A
3A
D10
1
2'
6'-8"
0'-11/8"
LOUVER
13.33
0'-3/4"
0'-4"
4D
5D
5D
D11
1
4'
6'-8"
0'-11/8"
LOUVER
26.67
0'-3/4"
0'-2"
4D
5D
5D
II
D 14
1
9.'
3'
6'-8"
0'
--
--
20.00
0'
0'
FLOOR PLAN
F
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
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NO. 0
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HUMPHREY
RESIDENCE
150 CELESTIA COURT
PORT ST. LUCIE, FLORIDA
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CO E COMPLI �41
ST. UCIE COUNTY
BOCC
MK I DATE I DESCRIPTION
PROJECT NO. 19-516a 2BR-2BA
ISSUE DATE: JUNE 27TH, 2019
DRAWN BY: RFS
CHK'D BY: RFS
PERMIT NO. ###
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COVERED ENTRY
X
X
X
8'-0"
102
FOYER
103
LIVING ROOM
X
X
X
X
814"
104
DINING
X
X
X
X
8'-0"
105
KITCHEN
X
X
X
X
8'-0"
106
BATH #2
X
X
X
X
8'-0"
107
LOSET
X
X
X
X
8'-0"
108
BEDROOM #2
X
X
X
X
8'-0"
109
TILITY
X
X
X
X
8'-0"
110
ASTER BATH
X
X
X
X
8'-0"
TILE TO CLG. @SHWR
111
MASTER BEDROOM
X
X
X
X
8'-0"
112
ASTER CLOSET
X
X
X
X
8'-0"
113
ICARPORTE
X
X
X
8'-0"
114INC
CLOSET
X
X
Lx
X
8'-0"
(1) CERAMIC TILE TO COMPLY WITH FBC-R 702.4
(2) GYPSUM BOARD TO COMPLY WITH FBC-R 702.3 TO BE TYPE'C' FLAME SPREAD 76-200, SMOKE INDEX 0-450
(3) INSULATION FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450, RADIAN FLUX GREATER THAN .12 WATT/SQ CENTERMETER
EAST ELEVATION
CrAI P 11A" = V-0"
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
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- ENERGY CALCULATIONS
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1/2" GYPSUM WALL BOARD ON
--- -- ENERGY CALCULATIONS
/ FOR R-VALUE
SLIDING GLASS DOG
WOOD STUDS AT 24" O.0
WOOD STUDS AT 24" O.0
FOR R-VALUE
1/2" GYPSUM WALL BOARD
pz'
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16" FURRING
IP 16" O.C. ALUM. THRESHOLD
STRIPS
STRIPS
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SEALANT AT PERIME
1X4 PT FURRING AT PERIMETER
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1X6 PT BUCK SET IN FULL BEDS
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ROBERT F. SONBERG
DOOR SEE DOOR
(
DOOR (SEE DOOR �
SCHEDULE)
_ _ _
SCHEDULE)
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
S.G.D. HEAD
�D
S.G.D. JAMB
3D
S.G.D. SILL
BIFOLD DR HEAD
BIFOLD DR JAMB
4D
SCALE: 1'-0" p a" ,2" ,a"
5D
SCALE.11/2"- 1'-0" p a" 12" 1S"
1 D
SCALE:11/2"= 1'-0" 18"
SCALE:11/2"= 1'-0" p s ,p. ,a
SCALE:11/2"= 1'-0" p s" ,2" 18
0 6" 12"
PHONE: (561)691-9277
CELL: (561)460-5635
8x8x16 CMU LAID RUNNING BOND
SINGLE/DBL HUNG WINDOW
_
(SEE WINDOW SCHEDULE)
COPYRIGHT
;.:..
- STUCCO
SOLID SURFACE SILLS SET
FILLED CELL EACH SIDE OF OPENING IN FULL BED MASTIC
3000PI WITH SC VERTICAL FILLED WITHOARSE GROUT 1x4 PT FURRING STRIP AT
C
1/2" GYPSUM WALL BOARD ON
1/2" GYPSUM WALL BOARD ON
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
-WOOD STUDS AT 24" O.0
THE WRITTEN PERMISSION OF
j
OPENINGS
WOOD STUDS AT 24" O.0
IN PART WITHOUT
1x4 PT WD. FURRING STRIPAT PERIMETER SEALANT,
2x4AT HEAD AND
SAID ARCHITECT.
_
OPENINGS / WITH BACKING
2x4 AT HEAD AND
AB
PERIMETER SEALANT AND
BACK BEDDING
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SCALE: 1 1/2"= 1'-0" p 6" 1z^ 18^ 3C
SCALE: 1 1/2"= 1'-0" o s" 12^ 1a"
SCALE: 1 1/2"= 1'-0" o s^ 1z" 1s"
SCALE: 1 1/2"= 1'-0" p s" 12^ 1a°
1 C
SCALE: 1 1/2"= 1'-0" 12" 1a"
0 s"
RESIDENCE
ALUM. THRESHOLD SET IN
FULL BED MASTIC
150 CELESTIA COURT
3/4" BATT INSULATION (SEE
- ENERGY CALCULATIONS
PORT ST. LUCIE, FLORIDA
3/4" BATT INSULATION (SEE
� FOR R-VALUE
--ENERGY CALCULATIONS
;-
SEALANT AT PERIMETER
FOR R-VALUE
1/2" GYPSUM WALL BOARD
- - ON tx2 PT WD. FURRING
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F STRIPS @ 16" O.C. %
! STUCCO
1l2" EXPANSION JOINT
1/2" GYPSUM WALLBOARD ON
STRIPS @ 16" O.C.
1x4 PT FURRING AT PERIMETER — i
- FILLER
WOOD STUDS AT 24" O.0
STUCCO
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2x PT BUCK SET IN FULL BED
2x PT BUCK SET IN FULL BED
j MASTIC
BRICK MOLD AND SEALANT
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MASTIC
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BRICK MOLD AND SEALANT
' AT PERIMETER
SHIM SPACE
SHIM SPACE
- DOOR FRAME (SEE DOOR G
DOOR FRAME & DOOR(SEE
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DOOR SCHEDULE)
__ ___ _ DOOR (SEE DOOR
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DOOR (SEE DOOR
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SCHEDULE)
VIEWED FOR
COMPLIANCE
BOCC
EXT.DR HEAD
26
EXT.DR JAMB 36
EXT.DR SILL
46
POCKET DR JAMB
SCALE: 11/2"= 1'-0" o s" 12" 18..
POCKET DR SILL
56
SCALE: 11/2"= 1'-0" 0 s" 12" 1a°
1 B
SCALE: 1!2"= 1'-0" o 1z"
s" 1a'
SCALE: 11/2"= 1'-0" 0 s^ 12" 1$"
SCALE:1 1/2"= 1'-0" 0 6" 12" 1a"
METALANCHOR FLANGE
(4) BY MANUFACTURER
EXTERIOR WALL W/1/4" x 3" TAPCONS
MK
DATE
DESCRIPTION
BOTTOM CHORD OF TRUSS
TO CONC. TYP. (4)
RIGID INSULATION TO MATCH R-
PLACES
1/2" GYPSUM WALL BOARD ON
1/2" GYPSUM WALL BOARD ON
WD. STUDS AT 24" O.0
VALUE OF REQ'D ATTIC
INSULATION. (SEE ENERGY
•
- WD. STUDS AT 24" O.0
BLOWN OR BATT
INSULATION CALC's
CONDENSING UNIT
2x4 AT HEAD
2x4 AT JAMB
PROJECT NO.
19-516a 2BR-
ISSUE DATE:
JUNE 27TH, 2019
DOOR (SEE DOOR
SCHEDULE)
I' - I 'iLl 1,111r ` '
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_
4" 2500# CONIC.
RFS
EQUIPTMENT PAD
a
EXTEND MIN. 6"
DRAWN BY:
AROUND ALL SIDES
DOOR (SEE DOOR
_ __ DOOR (SEE DOOR
m OF UNIT
CHK'D BY:
RFS
SCHEDULE)
SCHEDULE)
PERMIT NO.
PLY'WDW/5/8"TYPE'X'
A/C HOLD DOWN DETAIL
1x4TRIM GYPSUM BOARD BELOW
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INT. DR. JAMB INT. DR.SILL
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SCALE: 1 1/2"= V-0" o s" 12" a"
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TRUSS CHORD
GALV METAL TRACK ATTACHED
TO 2x4 CROSS BRACE AT
24" O.C. OR TRUSSES W/(2)
#10 S.V S. EACH TRUSS.
5/8" GYPSUM CEILING W/
KNOCKDOWN FINISH
ATTACH DIRECTLY TO
BOTT. CHORD TRUSS OR
CROSS BRACE.
PROVIDE 2x4 BLOCKING AT
KITCHEN CABINET LOC'TNS
NOTE: WALLS PERPENDICULAR
TO TRUSSES SIMILAR
3-5/8" 25G GALV. METAL STUDS
AT 16"O.C.
1/2" DRYWALL EACH SIDE
PRIMED AND PAINTED
W/TEXTURED FINISH
GALV METAL TRACK
ATTACHED TO CONC. FLOOR
WITH HELTI'DN' PINS (.145 x 1-
1/2"L@16"O.0 W/1"WASHER.)
WOOD BASE
- 6" HOOK REINF. CONT.
---- -- FROM ADJ.
BOND BEAM
COMPOSITE BEAM
.< > GROUTED WITH 3000
PSI COARSE GROUT
PRECAST CONCRETE
EMBED VERTICAL REINF
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8" MIN. INTO TOP BOND
SCHEDULE)
- 6" HOOK a
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HURRICANE TRACKS X ¢
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ATTACHED TO HOLLOW CMU'S
AS PER MANUFACTURE'S
SPECIFICATI NS
if 7 - 1--
(1) COURSES BOND
BEAM BLOCK W/1-#5
FORMEDAND POURED,
L I'< .j
REINF
PRECAST OR BOND BEAM
BLOCK SILL (GROUTED)
VERT. #5 REINF IN
GROUTED CELL U.O.N.
PENING REINF
I F. 1/9" = 1'-n"
TOP PLATE
2x2
2x4 FRAME BASE
PART ON _CABIP
2x4 PT 10
PLATE
1'
PLATE
-- MASONRY WALL
CLEANOUT REO'D FOR
GROUT LIFT
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SPREAD FOOTING
INT. NON —BRIG WALL ((�� KITCHEN COUNTER HORIZ AND VERT. REINF
1 C SCALE:3/4" = V-0" 0 1. 2' 3' 2c; SCALE:112" = l'-0" 0 1' 2' 4' 3C SCALE: 1/2" = l'-0" 0 1' - 2' 4'
1x3 FIRE STOP AT
CEILING TYPICAL
At
300# DIMENSIONAL ARCHITECTURAL FIBERGLASS SHINGLE
ON 5/8" COX PLYWOOD SHEATHING CONTINUOUS OVER
TWO OR MORE SUPPORTS GRAIN
PERPENDICULAR TO TRUSS W/ 30# FELT PAPER TIN -
TAGGED PER CODE. NAIL SHEATING TO TRUSSES W/ 8d
RING SHANK 4" O.C. AT PERIMETER. REMAINDER OF ROOF
TO BE NAILED AS END ZONE (6" O.C.)
BLOWN INSULATION (SEE ENERGY CALCULATIONS FOR R-30)
PRE-ENGINEERED WOOD ROOF TRUSSES A 24" O.C. TYPICAL W/
APPROVED GALV TRUSS ANCHORS EACH END (SEE TRUSS
ANCHOR SCHEDULE.
TRUSS ANCHORS PER CONNECTION SCHEDULE
PAPER-BACKED'DIAMOND' METAL RIBLATH W/3/4" STUCCO
- FINISH
ELEV TOP OF ORDEM.
ALUMINUM METAL DRIP EDGE
1x2 PT WD. TRIM ON 2x6 PT WD. FASCIA
518" GYPSUM WALLBOARD WITH KNOCK DOWN FINISH.
WALLS 1/2" BOTH TO COMP WITH FBC-R 702.3
El BOTTOM OFIWIEL
A.F.F. 6,_8„
- ---- 8xl6 COMPOSITE BEAM (SEE LINTEL SCHEDULE)
-- lx4 PT FURRING AROUND ALL OPENINGS (R4.1 MIN. INSUL.)
SEE FLOOR PLAN FOR WINDOW TYPE, SIZE,
ANCHORING GLAZING TO BE IMPACT RESISTANT PER
DADE COUNTY
SOLID SURFACE SILL SET IN THIN SET. TYPICAL ALL
WINDOWS 4" WIDE x 5/8" THICK.
SEALANT AT PERIMETER
POURED OR PRECAST CONCRETE SILL W/ 145 REINF.
1x2 PT. WOOD FURRING STRIPS AT 16"O.C. W/ 3/4" FOIL
BACKED FIBERGLASS INSULATION BETWEEN (R4.1)
8x8xl6 CMU LAID RUNNING BOND WITH 5/8" THICK
STUCCO (2) COAT APPLICATION.
WOOD BASE
1-1/2" RECESS WATERSTOP AT SLAB
EDGE. USE 9" HIGH STARTER COURSE
CMU SET IN FULL BED MORTAR.
ELEV-SOP OF —SLAB �0+00
ATYPICAL EXTERIOR WALL
ASCALE: 3/4" = T-0" 0 1' 2' 3'
SLOPE GRADE FROM HOUSE FOR
DRAINAGE
6x6-10/10W.W.F. W/SECOND LAYER 4'-0" WIDE
AT PERIMETER
SEE FOOTING SCHEDULE FOR SIZE
AND CONFIGURATION
1X3 PT FIRE STOP
TYPICAL AT CEILING
CAVITY CAP
BELOW BOND
BEAM
PORCH COLUMN
3A
SEE LINTEL SCHEDULE
FOR ROOF TRUSS CONNECTORS (SEE TRUSS CONNECTOR
SCHEDULE)
PRE-ENGINEERED ROOF TRUSSES
- ATTIC VENTILATION SCREEN SOFFIT VENTS AT48" O.C.
- DRIP EDGE ON 1X2 PT TRIM ON 2x6 PT FACIA
STUCCO APPLICATION OF HI -RIB FELT
BACKED DIAMOND RIBLATH (3 PART
APPLICATION) SCRATCH, BROWN AND SKIP
TROWEL FINISH.
CMU BLOCK COLUMN
FIRE STOPS NOT TO EXCEED 8'-0"
CONCRETE FOOTING (SEE FOUNDATION FOR FOOTING
SIZE AND REINF.
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
� p<E°°�F�• �<pR��I
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HUMPHREY
RESIDENCE
150 CELESTIA COURT
PORT ST. LUCIE, FLORIDA
PLIANCE
MK I DATE I DESCRIPTION
PROJECT NO: 19-516a 2BR-
ISSUE DATE: JUNE 27TH, 2019
WRE
CHK'D BY: RFS
PERMIT NO. 44
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ARCHITECTURAL:
1) CONSTRUCTION TO BE AS PER THE "FLORIDA BUILDING CODE" 2017 6" EDITION AND ST.LUCIE, FLORIDA CODES AND
ORDINANCES.
2) BUILDING CONTRACTOR TO COORDINATE WORK WITH ALL TRADES.
3) BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING
WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ERRORS OR OMISSIONS OR CONDITIONS DIFFERENT
THAN REFLECTED ON PLANS. DRAWINGS ARE NOT TO BE SCALED.
4) SUBMIT (3) COPIES MINIMUM, OF THE REQUIRED SHOP DRAWINGS TO ARCHITECT.
s) THESE PLANS AS DRAWN REFER TO THE "MANUAL J" & "FLORIDA ENERGY CODE" FOR R-VALUE AND TYPE OF
INSULATION AND SIZING OF MECHANICAL SYSTEMS.
6) BUILDING CONTRACTOR RESERVES THE RIGHT TO SUBSTITUTE ITEM WHICH IS EQUAL OR BETTER THAN ITEM
SPECIFIED ON THESE DOCUMENTS WITHOUTANY
WRITTEN APPROVAL FROM THE ARCHITECT. ITEMS WHICH, WHEN SUBSTITUTED REQUIRE APPROVAL OF THE
BUILDING OFFICAL SHALL BE SUBMITTED TO SAID BUILDING OFFICIAL.
7) BUILDING CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL AND NON-STRUCTURAL
MEMBERS DURING CONSTRUCTION.
8) CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO BUILDING CONTRACTOR.
9) WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S REVIEW.
19) ALL WINDOWS AND DOOR SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS
SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODEAS WELLAS WIND LOAD CAPACITIES,
11) TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS
SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER FOR ROOF TRUSS DESIGN AND
APPROVAL. INCLUDING (2) SETS FORARCHITECT'S REVIEW PRIOR TO FABRICATION.
12) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL TO BE PRESSURE TREATED. PROVIDE AN
APPROVED MOISTURE VAPOR BARRIER BETWEEN CONCRETE OR OTHER MATERIALS AND WOOD AS PER CODE.
13) ALL INTERIOR PARTITION WALLS TO BE 4" THICK NOMINAL DIMENSION UNLESS OTHERWISE NOTED.
14) ALL INTERIOR CEILINGS ARE 5/8" THICK GYPSUM WALLBOARD. WALLS TO BE 1/2" GYPSUM WALLBOARD.
15) CONTRACTORS FOR EACH TRADE SHALL BE RESPONSIBLE FOR CLEANUP OF THEIR PARTICULAR TRADE.
ELECTRICAL NOTES:
1. ALL NEW WIRE SHALL HAVE THWN COPPER UNLESS OTHERWISE NOTED.
2. WHERE REQUIRED BY CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY.
3. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO STARTING CONSTRUCTION.
4. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS.
5. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
6. PROVIDE NON-FUSEIBLE GENERAL DUTY SAFETY SWITCHES AT AIR CONDITIONING EQUIPMENT AND AT PUMPS NOT
VISIBLE FROM CIRCUIT BREAKER PANEL.
7. PROVIDE GFI BREAKERS FOR ALL BATHROOMS AND EXTERIOR OUTLETS AS SHOWN ON PLANS.
8. ELECTRICAL FIXTURES TRIM AND APPLIANCES SHALL BE'UL' APPROVED AND AS SELECTED BY OWNER.
9. PROVIDE PRE -WIRED TELEPHONE OUTLETS AND TV OUTLETS AS SHOWN ON PLANS.
10. TYPICAL CIRCUITS SHALL HAVE NO MORE THAN (6) DUPLEX RECEPTICALS ON EACH CIRCUIT.
11. ALL RECEPTACLES AT COUNTERS SHALL BE GFI PROTECTED.
12. ALL CLOSET LIGHTING SHALL COMPLY WITH SEC. 410.8
13. SMOKE DETECTORS SHALL BE HARD WIRED AND HAVE SELF CONTAINED BATTERY BACK-UP AND SHALL BE WIRED
IN TANDEM SO ALL DETECTORS SOUND SIMULTANEOUSLY.
14. ALL BRANCH CIRCUITS THAT SUPPLY 125V, 15A & 20A RECEPACLE AND LIGHTING OUTLETS IN BEDROOMS SHALL BE
PROTECTED BY ARC -FAULT CIRCUIT INTERRUPTERS.
15. ALL SWITCH PLATES INSTALLED AT 46"A.F.F. UNLESS OTHERWISE NOTED.
PLUMBING NOTES'
1. THE PLUMBING CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT TO
INSTALL A COMPLETE AND OPERATING SYSTEM.
2. THE PLUMBING CONTRACTOR IS TO PROVIDEALL REQUIRED PERMITSAS PART OF HIS BID.
3. THE PLUMBING CONTRACTOR SHALL PROVIDE A WRITTEN WARRANTY THAT SHALL GUARANTEE ALL
WORKMANSHIPAND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE.
4. THE PLUMBING CONTRACTOR SHALL INSTALL HOT AND COLD WATER SYSTEMS (3/4" COPPER PIPES)
INITIAL BRANCH, AND VERIFY EXISTING CONNECTIONS AND SIZES OF SANITARY (SEE PLUMBING RISER
DIAGRAM), AND WATER PIPES.
5. INSTALLATION SHALL BE IN COMPLIANCE WITH LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES.
6. FURNISH AND INSTALL PLUMBING FIXTURES AS SCHEDULED ON DRAWINGS OR AS PER OWNER
DIRECTIVE.
7. FURNISH AND INSTALL CLEANOUTS IN SANITARY LINES WHEREVER REQUIRED BY CODE WITH SLUSH
TYPE PLUGS AT THE BASE OF EACH SOIL STACK. CLEANOUTS SHALL BE NOMINAL SIZES AS THE PIPES
INTO WHICH THEYARE INSTALLED.
8. WATER PIPES SHALL BE OF TYPE `L' COPPER FOR PIPING ABOVE GROUND ANY TYPE 'K' FOR PIPING
BELOW GROUND WITH WROUGHT SOLDER FITTINGS.
9. HOT WAER PIPES ABOVE AND BELOW GROUND SHALL BE INSULATED WITH ONE ''/i' ARMAFLEX AND
TERMINATED 6" ABOVE GRADE IN PERMEABLE AREA OUTSIDE OF THE BUILDING.
10. EACH CONDENSATE DRAIN PIPE SHALL BE A MINIMUM OF 3/4" PVC (SCHEDULE 40) WITH TRAPS, INSULATED WITH '/"
ARMAFLEX AND TERMINATED 6" ABOVE GRADE IN PERMIABLE AREA OUTSIDE OF THE BUILDING. DO NOT
TERMINATE CONDENSATE DRAIN PIPES ON CONCRETE FLOOR.
11. LOCATIONS WHERE PIPES PENETRATE WALLS, CEILINGS, AND FLOORS SHALL BE WATERTIGHT.
12. WRAP ALL RISERS WITH APPROVED EXPANDING SEALANTAT PENETRATION OF SLAB.
13. SANITARY PIPES SHALL BE PVC (SCHEDULE 40)APPROVED BY FLORIDA BUILDING OFFICAL HAVING JURISDICTION.
14. WASTE AND VENT SANITARY PIPING SHALL SLOPE '/4" PER FOOT FOR PIPES SMALLER THAN 3" AND SLOPE 1/8" FOR
OTHERS.
15. WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE TEST O'F 100PSI FOR A MINIMUM OF ONE HOUR
ANY LEAKS DETECTED TO BE RE -SOLDERED.
16. SANITARY PIPING SHALL BE FILLED WITH FIVE (5) FOOT HEAD OF WATER AND SHALL STAND UNTIL THE INSPECTION
IS MADE. CORRECT ANY DEFECTS DETECTED BY TEST.
17 AI 1 RACI! Fll I AAIfI r:yr A\/ATIl)AI AQ RFlll 11W:n QWAI I RG DART (1F THIQ rnMTRAFT
STRUCTURAL:
REINFORCED MASONRY:
1. CONCRETE UNITS TO BE ASTM C 90 GRADE'N' WITH MINI NLIM COMPRESSIVE STRENGTH OF 1900 PSI ON NET AREA
OF INDIVIDUAL UNITS. PROVIDE PRECAST LINTELS AS NECESSARY. MORTAR TYPE'M' PER ASTM C 270.
a. PUMP MIXES:
i. PUMP MIX FOR REINFORCED MASONRY SHALL CONFORM TO ASTM DESIGNATION C 476.
ii. THE MIX DESIGN SHALL BE APPROVED BY THE ENGINEER/ARCHITECT.
ALL GROUT SHALL BE OF A FLUID CONSISTENCY, WHICH MEANS THAT THE CONSISTENCY
SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT
PARTS.
iv. THE USE OF ADMIXTURES IS NOT PERMITTED WITHOUT WRITTEN CONSENT OF THE
ARCHITECT.
b. REINFORCING:
L VERTICAL:
1. ASTM A615 PER REINFORCING SECTION (GRADE 60)
2. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT EVEN THOUGH IT IS IN
AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
3. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF W FROM THE
MASONRY.
4. VERTICAL REINFORCING SHALL BE AS SCHEDULED IN THE WALL REINFORCING AND COLUMN
AS DEPICTED ON THE FOUNDATION PLAN.
5. VERTICAL STEEL REINFORCING EACH SIDE OF OPENINGS, IN REQUIRED AREAS, SHALL BE
CONTINUOUS TO THE TIE -BEAM, PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW
REINFORCING BARS TO CONTINUE UNINTERRUPTED.
ii. HORIZONTAL:
1. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN WALL REINFORCING
AND BEAM SCHEDULE.
c. GENERAL:
i. ALL REINFORCED MASONRY WORK SHALL CONFORM TO ACI 530.1-L.A.E./ ASCE 6-L.A.E.
"SPECIFICATIONS FOR MASONRY STRUCTURES" (FM = 1900PSI)
STRUCTURAL:
1. CONCRETE SHALL CONFORM TO ASTM C94-L.A.E. FOUNDATION AND SLAB TO BE 2500 PSI MIN COLUMNS AND
BEAMS TO BE 3000 PSI MIN. COMPRESSIVE STRENGTH IN 28 DAYS (UNLESS NOTED OTHERWISE). ALL CONCRETE
WORK SHALL BE IN ACCORDANCE WITH ACI 318-L.A.E & ACI 301-L.A.E. ALL CONCRETE MASONRY SHALL BE IN
ACCORDANCE WITH ACI 531-L.A.E.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE:
a. SLABS ON VAPOR BARRIERS -3/4"
b. BEAMS AND COLUMNS-1-1/2"
c. FORMED CONCRETE BELOW GRADE - 2"
d. UNFORMED CONCRETE BELOW GRADE-3"
3. TYP. CONCRETE SLAB TO BE 2500 PSI 4" THICK MIN. W/ 6X6 10/10 W.W.M. ON 6 MILL POLYETHYLENE VAPOR BARRIER
SHEETS TO OVERLAP 6" MIN AND TAPE JOINTS ON CLEAN FILL COMPACTED TO 2500 PSF @ 95% VAPOR BARRIER TO
BE LAID IMMEDIATELY AFTER TERMITE SOIL TREATMENT DENSITY.
4. STEEL PLACEMENT AND DETAILS SHALL CONFORM TO ACI'S "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCING CONCRETE CONSTRUCTION" AS PUBLISHED BY THE CRSI UNLESS OTHERWISE NOTED.
5. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED FOR COLUMN, DOWEL COLUMN AND
WALL REINFORCING TO FOOTING WITH SAME SIZE REINFORCING AND NUMBER OF DOWELS AS VERTICAL BARS
ABOVE. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE.
6. VERTICAL CELLS FOR MASONRY TO BE PUMP MIX FILLED AND SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO
MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL.
7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER 4'-0" HIGH.
CLEANOUT SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING.
8. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER CONSTRUCTION MANUAL" AS
PUBLISHED BY THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" DESIGN BASED ON TIMBER WITH 1100 PSI
FB. HEADERS FOR FRAMED OPENINGS GREATER THAN V-0 MUST BE ENGINEERED AND STAMPED BY THE TRUSS
MANUFACTURER (U.O.N) DESIGN BASED ON WOOD WITH MINIMUM Fb=1100 PSI.
9. HEADERS TO BE (2) OR (3) 2X12'S WOOD FRAME BASED ON WALL THICKNESS. 40 PSI IN HORIZONTAL SHEAR AND
SHALL HAVE A MODULES ELASTICITY OF 1760 KSI OR BETTER AS DETERMINED BYAN APPROVED LUMBER GRADING
AGENCY.
10. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND
ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 1980 EDITION. MATERIALS SHALL CONFORM TO THE
APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS:
a. SHAPES, PLATES AND ANCHOR BOLTS-A36-81
b. AMACHINE BOLTS -A325-L.A.E.
c. TUBULAR - A500-L.A.E. AGRADE B (46KSI)
11. WELDED CONSTRUCTION SHALL CONFORM TO THE "AMERICA WELDING SOCIETY -STRUCTURAL WELDING CODE"
ELECTRODES FOR FIELD AND SHOP WELDS SHALL COMPLY WITH A.WS A5.1 310XX.
12. FOUNDATION REINFORCING SHALL BE LAPPED 48 BAR DIA. WHERE SPLICED AND SHALL BE WIRED TOGETHER.
PROVIDE CORNER BARS (OUTSIDE OF CORNERS ONLY) SAME SIZEAS HORIZONTAL FOUNDATION REINFORCING.
NOTES:
1. IN THE EVENT OF MISSING DOWELS: EMBED #5 BAR MIN 8" INTO CONCRETE FOOTING AND EPDXY W/ "EPCON"
EPDXY. LIMIT (2) MISSING BARS PER HOUSE MAXIMUM. NOTIFY ARCHITECT IF MORE THAN (2) BARS ARE
REQUIRED.
2. THE ARCHITECT HAS PROVIDED BOTH EDGE LINE DIMENSIONS FOR MASONRY OPENINGS AND CENTER LINE
DIMENSIONS FOR DOWEL PLACEMENT. CONTRACTOR IS TO VERIFY DIMENSIONS WITH WINDOWAND DOOR MANU-
FACTURER PRIOR TO CONSTRUCTION.
FRAMING:
1. THE TRUSS LAYOUT SHOWN IN PLANS IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPER -STRUCTURE
HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL
FINAL TRUSS DESIGNERS LAYOUT.
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR GIRDER TRUSSES BEARING POINTS, ETC.) TO BE
4. TRUSS DESIGNER MUST PROVIDE ALL TRUSS TO TRUSS CONNECTIONS AS PART OF THE DESIGN
LINTEL:
1. ALL BOND BEAM REINFORCING SHALL BE CONTINUOUS AROUND ENTIRE STRUCTURE INCLUDING CHANGES IN
BEAM ELEVATION. ALL SPLICES ARE MINIMUM 24 INCHES.
2. CONCRETE FOR COLUMNS AND BEAMS SHALL BE 3000PSI COMPRESSIVE STRENGTH AT 28 DAYS.
3. A SINGLE FILLED CELL CONCRETE BLOCK IS REQUIRED ATALL OPENINGS UP TO 6' AND DOUBLE FILLED CELL OVER
6'. (SEE COLUMN SCHEDULE AND FOUNDATION PLAN FOR LOCATIONS).
4. 8" TYPICAL 4" MINIMUM BEARING IS REQUIRED FOR ALL LINTELS.
TRUSS AND GIRDER:
1. LATERAL FORCES DUE TO GRAVITY LOADING CALCULATED TO RESIST WORST CASE.
2. CONTRACTOR SHALL USE CONNECTIONS SPECIFIED OR FBC APPROVED EQUAL.
3. TRUSS SHOP DRAWINGS SHALL INCLUDE TRUSS TO TRUSS AND TRUSS TO GIRDER CONNECTIONS W/CAPACITY TO
RESIST ALL APPLICABLE VERTICAL AND HORIZONTAL REACTIONS,
ROOF SHEATHING:
1. ROOF SHEATHING SHALL BE 19/32" APA EXPOSURE 1 C-D SHEATHING GRADE PLYWOOD. PANELS INSTALLED AS PER
FBC.
2. ALL ROOF SHEATHING FASTENED AS "END ZONE" TO ROOF FRAMING W/ 8d "RING SHANK" NAILS AT 6" O.C. 4" O.C. AT
PERIMETER.
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
.,yyyyyl)
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HUMPHREY
RESIDENCE
150 CELESTIA COURT
PORT ST. LUCIE, FLORIDA
LOUR
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MK
DATE
DESCRIPTION
0
•
. 1 1
19-516a 2BR-2BA
PROJECT NO
ISSUE DATE:
JUNE 27TH, 2019
DRAWN BY:
RFS
CHK'D BY:
PERMIT NO.
RFS
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3/4" DIAM PVC EMPTY'
CONDUIT TO ATTIC "JB"
200 AMP
MAIN PANE
A"
NEMA1 ,2�q
PANEL W/ (yh00A O
MAIN DISC
10K A.I.C.
(3) #3/0 AWG THW CU
IN 2" RIGID CONDUIT
OVERHEAD SVC.
W/WEATHERHEAD
(3) #3/0 AWG THW CU
IN 2" RIGID CONDUIT
METER
`//
ELECTRICAL RISER DIAGRAM
= 11-0" 0 2' 4' 8'
ELECTRIC
L LEGEND
D (HIGH HAT) LIGHT FIXTURE
VAPOR PROOF LIGHT
SYMBOL
DESCRIPTION
DUPLEX RECEPTACLE @ 12" A.F.F.
DUPLEX RECEPT. UNDER COUNTER
DATA
LGFI/WP
=@
DUPLEX RECEPTACLE
GIRD. FAULT CURRENT WATERPROOF
TV
PRE WIRED CAN JACK
AC SUPPLY REGISTER
AC RETURN REGISTER
JUNCTION BOX
FIRE ALARM
EXHAUST FAN
NEW EMERGENCY LIGHTS
INTERCOM
VOLUME CONTROL
EXIT LIGHT
GFI/C
DUPLEX RECEPTACLE
COUNTER HEIGHT
i
�i
KEYLESS W/P.C. & RECEPT
QUADPLEX RECEPTACLE
DUPLEX RECEPTACLE TOP RECEPT.
SWITCHED
DED. SINGLE POLE APPLIANCE RECEPT
48" A.F.F.
0
®
220 VOLT RECEPTACLE @ 12" A.F.F.
GFI FLUSH FLOOR DUPLEX RECEPT.
IC
SINGLE POLE SWITCH
®
THREE WAYSWITCH
FOUR WAY SWITCH
SPRINKLEVR HEAD
DISCONNECT SWITCH
TD
DIMMER SWITCH
E=P
os
OCCUPANCY CONTROL SENSOR
�
ELECTRICAL PANEL
METER BY FLORIDA POWER &LIGHT
UNDER CABINET MINI HALOGEN LIGHT
g
+sa^
METAL HALIDE LIGHT - WALL MTD.
175 W R3
J
THERMOSTAT
FIRE ALARM AND PULL STATION
Ell
FLUORESCENT LIGHT FIXTURE
FAPS
FLUORESCENT LIGHT FIXTURE W/
EMERGENCY LIGHT
N
TELEPHONE JACK
ELECTRICAL NOTES:
ALL RECEPTICALS TO BE TAMPER PROOF
ALL BEDROOM, LIVING, FAMILY DEN, LIBRARIES ROOMS ETC TO HAVE RECEPTACLES THATARE ARC-
FAULTPROTECTED
ALL LUMINARIES SHALL COMPLY 410.73.G. NEC
BREAKER SIZES TO BE SIZED PER MANUFACTURER'S RECOMMENDATIONS
T
jk CTIkIC � PANE -SCHED LE
'.
2Uti it e� "Y 1�0/240V 1PH 3W
#
DESCRIPTION
WIRE
I BR'KR
CONDUIT
LOAD
#
DESCRIPTION
WIRE
BR'KR
CONDUIT
LOAD
1
A/C COMP #1
#10
2/30
1"
-
2
4IR HANDLER #1
10K H.S. @ 65%
#6
2/50
1"
6,500
3
4
5
RANGE
#6
2/60
-
12,00C
-
6
DRYER
#10
2/30
1/2"
5,000
7
8
9
SMALL APPLIANCE (GFI)
#12
1/20
1/2"
1,50C
10
ELEC WATER HEATER
OGAL.
#10
2/25
1/2"
4,500
11
SMALL APPLIANCE GFI
#12
1120
112"
1,5001
12
13
SMALL APPLIANCE GFI
#12
1120
1/2"
1,50C
14
jGFI RECEPTACLES
#12
1/20
1/2"
1,080
15
GENERAL LIGHTING
#14
1/15
1/2"
90C
16
REFRIGERATOR
#12
1/20
1/2"
1,200
17
GENERAL LIGHTING
#14
1/15
112"
90C
18
NASHER
#12
1/20
1/2"
1,500
19
GENERAL LIGHTING
#14
1/15
1/2"
90C
20
3ARAGE DOOR OP'NR
#12
1/20
1/2"
325
21
GENERAL LIGHTING
#14
1/15
1/2"
90C
22
EILING FANS
#14
1/15
1/2"
800
23
MICROWAVE
#12
1/20
1/2"
1,20C
24
3FIC
#12
1/20
1/2"
1,080
25
DISHWASHER
#12
1/20
1/2"
1,20C
26
27
GARBAGE DISPOSAL
#12
1/20
1/2"
6001
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
TOTAUVA
1 23,1001
BUILDING SQ. FT.
114
Q.FT.
x 3WATTS/SQ.FT.
344
ATTS DIV/#OF CKTS 4
LOAD CALCULATIONS:
1ST 10,000W @ 100%=
10,000 WATTS
REMAINDER @40%=
11,434 WATTS
AIR HANDLER H.S.=
6,500 WATTS
27,934 WATTS
VAN=AMPS: 116. MPS
USE: 20 MPS
TOTAL:VA 15485
861 WO KT
3
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ELECTRICAL PLAN
SRAI F• 1/d" = 1'-n"
ROBERT F. SONBERG
ARCHITECT
113 BENT TREE DRIVE
PALM BEACH GARDENS, FL 33418
EMAIL: rfsonberg@gmail.com
PHONE: (561)691-9277
CELL: (561)460-5635
COPYRIGHT
MATERIAL SHOWN HEREIN IS THE COPYRIGHTED
PROPERTY OF ROBERT F. SONBERG ARCHITECT AND
AS SUCH SHALL NOT BE REPRODUCED IN WHOLE OR
IN PART WITHOUT THE WRITTEN PERMISSION OF
SAID ARCHITECT.
1111111121
NO. 6 80 +
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HUMPHREY
RESIDENCE
150 CELESTIA COURT
PORT ST. LUCIE, FLORIDA
D. MA
1 LUCID: COUN 'F Y
MK I DATE I DESCRIPTION
PROJECT NO 19-516a 2BR-213A
ISSUE DATE: IJUNE 27TH, 2019
DRAWN BY: RFS z
CHK'D BY: RFS Q
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PERMIT NO. ###
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B 1 \TAN M Digitally signed by BRIAR M.
BLEAKLY
• DN: c=US, st=Florida, I=Fart
Pierce, o=Southern Truss Co,
BLEAKLY cn-BRIAR M. BLEAKLY,
email-Randy@Southerntruss.com
Date: 2019.09.25 14:38:33-04'00'
r
OCT 2 2019
Permitting Department
St, Lucie County, FL
VIEWED FO
CODE COMPLIANCE
ST. LUCIE COU TY
BOCC,-1�3/6
REVISION
Truesee ehaerl an this layout are a canponent part
of the building and show trues location.
Proper erection. tenpaary and permanent
bracing deep are the respondbiity of the building
er a his engFeer . lateral bracing shown on
hd uaI truss drawings must be placed during to
erection Procedure.
APPROVED TRUSS ANCHOR BY BUILDER
2R4 MMWMUM TOP and BOTTOM CHORDS
SQUARE CUT OVERHANG
t�
4 1'1'-4a
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END DETAIL
NOTE:
YOUR SIGNATURE MILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE WITH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF •HIO-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING k BRACING METAL PLATE CONNECTED
WOOD TRUSSES' (TPI)L
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECNTCALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
TIRE
DATE
All spacing Is 2e O.C., except as noted.
AN wah sham as bearing, "t a noted
AN coneys calculated with sheathing under.
Number of girder pies to be determined by engineering.
DO NOT our OR ALTER TRUSKS w/o AUTHOIe2ATKN FROM THIS DMCL
Lobd'ng trusam is a eanfae, net a requirement Engineered
drawings seporcede landing N trusses. It Is the responsibility
d the bulder to utW2e engbroered drasMge ahem erecting truna
WARNING
=mere
man II HUerm 2111 er IMI CUE own== 1D PMM
TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS
;..4 TRUSS ODMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
WEBECTIONS FOR REACTIONS UNDER 50DO POUNDS FOR ALL
REACTONS WATER THAN 5000 POUNDS OR SKEWED, NO
HAMM IS SUPPLIED.
CONTRACTOR SIKAWD CHECK ALL REACTIONS FOR PROPER CONNECTORS
ASCEY-10 WIND and GRAVITY 091131A
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REVIEW' � FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
RFVISION
SHOP bF AWINGS
REVIEWED AND APPROVED
ROBERT F. SONBE CHIE GT #62 0
TaAwes shown an the loyal are a component pat
of the building and dime tines location.
Raper erection. temporary end permanent
braeg design am the responsibility of the building
designer or his engineer. Lateral bracing shown an
individual in= d ravings musk be placed Acing the
erection oraaAare.
APPROVED TRUSS ANCHOR BY BUILDER
2x4 MINWUM TOP and BDT'70M CHORDS
SQUARE CUT OVERHANG
12
5
a
ul BRG.
1'-4"
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END DETAIL
NOTE:
YOUR SIGNATURE WLL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION,
2) VERFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE WITH THIS PLACEMENT PUN.
3) RECEIPT AND USE OF 'HIB-Ri Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING B BRACING METAL PLATE CONNECTED
WOOD TRUSSES' (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WALL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN 'ARITING BY TRUSS PUNT MNGMT.
SIGNED
TITLE
DATE
All spacing Is 24• D.C., wept as noted
All vane shown are bmft except as noted.
All walleye cdadated with sheathing under.
Nwnber of 04v plies to be determined by enginering.
DO NOT CUT OR ALTER TR PM w/o AUTHOMZATO FROM THIS OFNCE
Labeling trueese Is a eeHaa, not a requirement Engineered
drawings er of thelder to thima eenginY ewmd dawnuis when erecting trusses
WARNING
BE YIIrED era erA7adeE m were Feanal To ARA f
TRUSS COMPANY SUPPLIES ONLY 71l TO TRUSS COIlEC1M
7RUSS COMPANY PAIL SUPPLY ALL TRUSS TO TRIGS HAROYMRE
CONNECTIONS FOR RPACTIOS LIM 50M POAM FOR ALL
REACTIONS GREATER THAN 5000 POIM OR SIO:YED, NO
RAW 6 SUPPLED.
AW-10 = and GRAWTY WRRIA
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