HomeMy WebLinkAboutBuilding Plans1. All work shall comply with FL Building Code 7th Edition (2020). National Electric Code Wall Type (see wall type schedule)
(2017), fire department regulations, utilty company standards, and the best trade Iola Door Type (see door schedule)
practices.
2. The General Contractor shall arrange all inspections and tests as specified or required by Window Type (see window schedule)
the building department and shall pay all costs and fees for same. The Contractor shall
secure all building permits and upon completion of the project (prior to final payment) 41 1 Building Section
deliver to the Owner a Certificate of Occupancy or Use from the building department. �A101)
3. All plumbing and electrical work shall be performed by State licensed contractors. 1 Wall Section
Contractors shall submit all required permits, certificates, and sign -offs to Owner and �A101)
Engineer for their records.
4. The General Contractor shall verify all dimensions, be familiar with the existing conditions, A1o1 Detail Number
and bring any discrepancies to the attention of the Engineer prior to submission of
construction proposal and before beginning work. The Drawings reflect conditions
reasonably inferred from the existing visible conditions but cannot guaranteed by the 1 Building Elevation
Engineer. Drawings may be scaled for estimating purposes and for general reference only.
For all other dimensions or locations consult the Engineer or refer to dimensions on
Drawings. Verify all dimensions in the field.
Interior Elevation
5. The General Contractor shall lay out all work and be responsible for all dimensions and
conditions for trades such as electrical, plumbing, etc.
+2'-0" Elevation Mark
6. The General Contractor shall provide and maintain access to the premises at all times.
7. The Construction Manager shall make the premises secure from the elements and ROOM Room Name/ Number
5-6-11
trespass on a daily basis.
8. The General Contractor shall keep the construction site free and clear of all debris and Column Line
keep out all unauthorized persons. Upon completion of Work, the entire construction area
is to be thoroughly cleaned and prepared for occupancy by Owner. All materials and debris Centerline
resulting from the Contractor's work shall be removed from the site and disposed of
properly. Care shall be taken during construction that no debris or materials are deposited
3 Revision Tag
in any Right of Way area.
9. The General Contractor shall be responsible for protecting all existing and new conditions
and materials on the site. Any damage caused by or during the execution of the Work is A.C.I. AMERICAN CONCRETE INSTITUTE
the Contractor's responsibility and shall be repaired to the Owner's satisfaction at the BLDG. BUILDING
Contractor's expense. CONC. CONCRETE
C.J. CONTROL JOINT
10. No cutting or damage to building structural components will be allowed without written COL. COLUMN
authorization from the Engineer. DET. DETAIL
DIA. DIAMETER
11. All utilities shall be connected to provide gas, electric, and water to all equipment whether DN. DOWN
said equipment is in Contract or not. Equipment shall be guaranteed to function properly EL/ELEV. ELEVATION
upon completion. ELEC. ELECTRICAL
EQ. EQUAL
:12. Manufacturer's standard specifications and materials approved for project use are hereby FIN. FINISH
made part of these Notes with same force and effect as if written out in full herein. All FLR. FLOOR
appliances, fixtures, equipment, hardware, etc, shall be installed in accordance with GALV. GALVANIZED
Manufacturer's specifications and procedures. GYP. GYPSUM
I.D. INSIDE DIAMETER
13. Written words take precedence over drawn lines. Large-scale details and plans take JT. JOINT
precedence over smaller details and plans. Should a conflict arrive between the MECH. MECHANICAL
Specifications and Drawings, the requirements deemed most stringent shall be used. MIN. MINIMUM
N.T.S. NOT TO SCALE
14. Minor details not usually shown or specified but necessary for proper and acceptable NO. NUMBER
construction, installation, or operation of any part of the Work as determined by the O.C. ON CENTER
Engineer shall be included in the Work as if it were specified or indicated on the Drawings, OPG. OPENING
O.D OUTSIDE DIAMETER
15. All Engineerural drawings and construction notes are complimentary. What is indicated U.N.O. UNLESS NOTED OTHERWISE
and called for by one shall be binding as though called for by all. REF. REFERENCE
R. RISER
16. No deviation from the Drawings or Specifications or intent of same shall be made without R.O. ROUGH OPENING
the Engineer's written authorization. RM. ROOM
S/STL. STAINLESS STEEL
:17. All Work shall be guaranteed for one year after final approval. The General Contractor shall STRUCT. STRUCTURAL
sign the written guarantee as provided by the Owner. The guarantee shall cover all general SPEC. SPECIFICATIONS
and subcontractor work. All defects discovered during this period shall be repaired to the T.O. TOP OF ( ... )
Owner's satisfaction at the Contractor's expense. T.O.CONC, TOP OF CONCRETE
T.O.F. TOP OF FRAMING
18. All dimensions are to face of stud or centerline of structure unless otherwise noted (UON). T.O.STL. TOP OF STEEL
T.O.W. TOP OF WALL
19. Door and window details are indicated on the Door and Window Schedules. T. TREAD
TYP. TYPICAL
20. Door and window dimensions are to centerlines of units UNO. @ AT
+ AND
BD. BOARD
A.F.F. ABOVE FINISHED FLOOR
U.N.O. UNLESS OTHERWISE NOTED
V.I.F VERIFY IN FIELD
DRAWING aIsr}
IG GENERAL NOTES
K'S PLAN AND ELEVATIONS
CE ELECTRIC
Basic Buildine Structural Information
This table was prepared using Windload Calculator Plus Software available from www.windcales-com
This information was created in accordance with Chapter 16 of the 2020 Florida Building
Code. The Component and Cladding Pressures were generated using the method in Part 2 of
Chapter 30 of ASCE 7-16.
Floor & Roof Live Loads S - Storage Warehouses (Light)
Floor Live Loads
All Floors: 125 psf tunifoini, 1000 lbs concentrated
Roof Live Loads
Roofs- 20 psf uniform; 2000 lbs concentrated
(Balcoliv and Deck live loads are 150% of the adiacent space served.)
Wind Design Data
Ultimate Wind Speed: 160 inpli
Nominal Wind Speed: 124 mph
Risk Catewry,: 11
Wind Exposure: B
Enclosure Classification: Enclosed
End Zone Width (0.6h): 9.60 ft.
Internal Pressure Coefficient: 0.18
Roof Geometrv: Flat
Roof Slope: 1.011112 (4.80)
Mean Roof Height: 16 ft.
(The Ultimate Wind speed was used to determine the Component and Cladding design
pressures.)
(This Building is in a Wind -Bonne Debris Region. and all exterior glazed openings shall
be protected from wind-borne debris.)
Components and Cladding
Roof Zone 1:
+16.6psf uiax,. -65.3psf min.
Roof Zone F-
+ 16.6 psf max., -_'37.5 psf min.
Roof Zone 2:
+16.6 psf max.. -86.2 psf nim.
Roof Zone 3:
+ 16.6 psf max.. - 117.4 psf min.
Overhang at Roof Zone 1:
-59.0 psf nisi.
Overhang at Roof Zone F:
-59.0 psf min.
Overhang at Roof Zone 2:
-79.9 psf min.
Overhang at Roof Zone 3:
-111.2 psf min.
Wall Zone 4-
+41.0 psf max.. -44.5 psf 111111.
Wall Zone 5:
+41.0 psf max.- -54.9 psf mini.
Design Soil Bearing Capacity: 2,000 psf
7
PRESTIGE POOL
PLASTERING:
WAREHOUSE
RENOVATION
3810 CR-611 B, FORT
PIERCE, FL 34981
07122102
21-007
GENERAL
NOTES
As
indicated -
Author
( FLOOR PLAN
m LU' n) SCALE: A �LE -: 1/8" 1'- 0
ROOF SHEATHING TO BE REPLACED
WITH 26 GA. STEEL PANELS
12"
Tr I 1 1. 1
WEST ELEVATION
SCALE: 1/8" = 1'-0"
EXISTING SHEATHING TO BE
REPLACED WITH 24 GA.
STRUCTURAL STEEL PANELS
Roof
16t - Oil
Roof
161 - Oil
Floor
-Floor &--�
of -off kN
EA 7!13ION vck"717
SCALE: 1/8" = 1'-0"
_ZPv_rN v RIG unjur-munvunju iu rrviA nmivu nvL-rc.
NORTH ELEVATION
1'-0"
SOUTH ELEVATION
cc
'j SCALE: 1/8" = 1'-0"
.1 . 4 . .1 .
4
C4
C4
7'
jv'4
tvi
7w
C4
(4
7"
1
1
f2�
SEE ME CLASSIC ROOF
SIDE LAP FASTENER
SPACING ["ETAIL FOR SIDE
LAP FASTENER SPACING
\ END LAP
HIGH EAVE,_ RIDGE END LAP IF REQUIRED
STRUCTURAL FASTENER
MK. H 1030 ------- \
IC
14
IL
C-4
11-.
9 1/2*
9 1/2-
1
2
..nt�9
INTEWEDIATE PURLIN
the
E4
I"
■v
*C4
0"E
3`1"
IC-4
cq
4
C41
in
I r')
"I
1 10)
1 CM
C4
LOW EAVE I
END OF PANEL-j
EAVE MEMBER (VARIES). EA" E
-LOW EAVE STRUT SHOWN FOR REFEREINCIE
ROOF b"'i"TRUCTURAL FASTENER
SCALE: 1" = N.T.S
- Roof__5�
16' - Oil
Floor
of - off
Roof
161 - Oil
-Floor
of -Oil
111060 STITC H FASTENER
f 1040 STRUCT uRAL FASTEN
�7 a a El 13
EAVE
PANEL
----SIDE LAP
GIRL'S
RIDGE OR HI 060 AT EACH
HIGH EAVE!
PURLIN 0( M MID AT 30*
O.C. MAX.
`_INTERMEDIATE BETWEEN
PURLIN SUPPORTS
END LAP PURLIN BASE
(IF END LAP IS REQUIRED) MEMBER
INTERMEDIATE
PURLIN
CLASSI c" WALL PANEL
SCALE: I" = N.T.S
PRESTIGE POOL
PLASTERING:
WAREHOUSE
RENOVATION
3810 C R-61 I B, FORT
PIERCE, FL 34981
7125121
21-007
LA4141
II A
.7
-p STATE OF
C) .41—
tOR
/CNAL
P L - A N A 0�
ELEVATIONS
G E N E R A L E L E C T R I C A L N O T E S=______________
THESE NOTES APPLY TO ENTIRE PROJECT:
A. CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL
ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT.
B. CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THWN UNLESS OTHERWISE SHOWN OR REQUIRED BY
CODES. ALL POWER CONDUITS ARE TO CONTAIN A GROUND WIRE.
C. RACEWAYS. RIGID GALVANIZED CONDUIT AND SCHEDULE 80 PVC ARE TO BE USED.
D. SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR
MATERIALS.
E. POWER COMPANY. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE
POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY
SPECIFICATIONS IS IN THE BID. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE
ELECTRICAL CONTRACTOR SHALL MEET WITH THE POWER COMPANY PRIOR TO BIDDING TO DETERMINE ALL
FEATURES, FUNCTIONS AND LOCATIONS OF SERVICE. FURTHERMORE, THE ELECTRICAL CONTRACTOR IS TO
MAINTAIN CONTINUOUS CONTACT WITH THE POWER COMPANY DURING THE PROJECT, AND IS TO NOTIFY THE
ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE
SERVICE THOROUGHLY AND DOCUMENT THE COORDINATION.
F. DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND
SPECIFICATIONS PRIOR TO BIDDING, AND IS TO 13ECOME THOROUGHLY FAMILIAR WITH THE CIVIL AND
LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A
COMPLETE UNDERSTANDING OF DEMOLITION REQUIREMENTS, TEMPORARY POWER REQUIREMENTS, PIPING,
PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITION IS
THIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS.
G. SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWINGS.
H. MAIN DISCONNECTS. MAIN DISCONNECTS MAY BE HEAVY DUTY FUSED SWITCHES OR CIRCUIT BREAKERS
PROPERLY COORDINATED. FUSES ARE TO BE BUSSMAN TYPE LPN-R, LPS-R, OR KRP-C. CIRCUIT BREAKERS
ARE TO BE RATED FOR THE AIC SHORT CIRCUITS INDICATED.
I. UNDERGROUND WORK. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTES
OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE ,APPROXIMATE. POWER, TELEPHONE, CABLE COMPANIES,
AND ALL OTHER UTILITY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND
IS REQUIRED AROUND EXISTING UTILITIES.
J. TVSS. THE POWER SERVICE IS TO BE PROTECTED FROM LIGHTNING WITH SURGE SUPPRESSORS THROUGH A
30A (3P) BREAKER (42,000AIC). THREE PHASE TO BE EATON CPS-100-A.
K. COMPLETION REQUIREMENTS. WITHIN 30 DAYS AFTER SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE
ACTUAL INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR TO BUILDING OWNER WITH A SINGLE LINE
DIAGRAM OF THE DISTRIBUTION SYSTEM PLUS FLOOR PLANS SHOWING LOCATIONS AND AREAS SERVED.
L. OPERATING AND MAINTENANCE MANUALS. OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF
EQUIPMENT SHALL BE TURNED OVER BY THE CONTRACTOR TO OWNER WITH SUBMITTAL DATA AND REQUIRED
MAINTENANCE PROCEDURES. THE NAME AND ADDRESS OF A QUALIFIED SERVICE AGENCY SHALL BE PROVIDED.
M. SHARED NEUTRALS. WHENEVER THE CONTRACTOR USES SHARED NEUTRALS, BREAKERS ARE TO HAVE A
COMMON HANDLE (I.E. 2 POLE OR 3 POLE).
N. GFCI. OUTLETS INSTALLED OUTDOORS, WITHIN 6' OF A SINK, AND OTHERWISE REQUIRED BY CODE ARE TO
BE ON GFCI TYPE CIRCUIT BREAKERS.
TO EXISTING FPL
TRANSFORMERS
EXISTING METAL BUILDING
NEW METER
NEW 200A
/ 14KAIC, NEMA 3R
200A 120/240V PANEL
TWO 5/8" X 10'-0" DRIVEN PULLBOX
COPPER CLAD GROUND RODS
2"-3#3/0
SCALE: 1 = N.T.S
VVMLLrfA%,n ( i T r.)
ELECTRIC PLAN
e
EXISTING PANELBOARD AND
METER CAN TO BE REMOVED
NEW METER CAN
`- NEW 200 A PANELBOARD
8 ,7"-
NEW LED
WALLPACK (TYP.)
LTAM PS
LOAD DESCRIPTIONAWG
WIRE
J
a
AMPS
v
BUS
A B
!
AMPS
I
a
LOAD DESCRIPTION
WIRE
AWG
VOLTAM PS
A�
B�
A
B
1200
AHU
12
1
20
1
2
1800
CU
12
12
1
1
20
1 20
3
5
4
1800
LIGHTING - OUTSIDE
6
900
LIGHTING - WAREHOUSE
12
1
20
7
8
900
LIGHTING - OFFICE
12
1
20
9
10
900
REC - OFFICE
- ----
REC - SPECIAL EQUIPMENT N
12
1
20
11
12
1200
12
1
20
13
14
1200
REC - SPECIAL EQUIPMENT E
12
1
20
15
16
900
REC - WAREHOUSE GENERAL PURPOSE
12
1
20
17
18
900
REC - OUTSIDE GENERAL PURPOSE
12
1
20
19
20
21
22
23
24
_
25
26
27
28
29
30
31
32
33
34
35
36
_
37
38
39
40
41
42
6000 5700 TOTAL CONNECTED VA
SUB -TOTAL VA TOTAL CONNECTED AMPS
6000
5700
TOTAL DEMAND VA
TOTAL DEMAND AMPS
50
48
_
PANELBOARD RATINGS PANELBOARD FEATURES
VOLTAGE
120/2081�, 3W
120/2403W
❑
BUS AMPS
❑ 1OOA ❑ 400A
E 200A ❑ 600A
❑ 225A ❑ —A
MAIN DEVICE
❑ MAIN LUGS ONLY
■ A CIRCUIT BREAKER
❑ A FUSED SWITCH
ENCLOSURE
❑ FLUSH
N SURFACE
E NEMA 313
❑ HINGED DOOR
❑ KEYED LATCH
❑ DOOR -IN -DOOR
❑ STAINLESS STEEL
❑ PAINTED STEEL
❑ NAMEPLATE
BRANCH POLES
❑ 12 ❑ 32
❑ 18 42
❑ 24 ❑
BRANCH DEVICES
CIRCUIT BREAKERS ❑ FUSES
❑ TO BE GFCI BREAKERS
❑ LOAD CENTER PERMITTED
INTERRUPTING RATING (AIC SYM)
❑ 10,000A ❑ 30,000A ❑ 65,000A
0 14,000A ❑ 40,000A ❑ 100,000A
❑ 22,000A ❑ 50,OOOA ❑ ,000A
❑ SERIES RATING PERMITTED
❑ INTERRUPTING RATING (AIC SYM)
NOTES
NEUTRAL BUS
❑ 50% ❑ 200%
0 100% ❑ %
BUS MATERIAL
E COPPER
❑ ALUMINUM
■ GROUND BUS REQUIRED
❑ THROUGH FEED LUGS REQUIRED
❑ PANELS IN PARALLEL
Z
w
„ � Uj
Z
� Z
PRESTIGE POOL
PLASTERING:
WAREHOUSE
RENOVATION
3810 CR-6 I S, FORT
�;'s
PIERCE, FL 34981
08/05/21
21-007
N ��, � � �'` �[�' %dy'�td'• ems.
No. 7 77
1p STATE OF
- 0
"91 0NA L`0 \\\��
E L
As
indicated -
Author