HomeMy WebLinkAbout5349 4th StPROJECT TEAM
VIOMA LORENZO. P.A.
OWNER
4202 W. GREEN ST.
TAMPA. FL 33607
OPTIMUM PLUMBING, LLC.
CONTRACTOR
5406 LAND 0 LAKES. BLVD
LAND O' LAKES. FL 34639
NICOLAS MENDIETA, P.E.
PROJECT
MENDIETA STRUCTURAL CONSULTING, INC.
ENGINEER
3721 BELLEWATER BLVD.
RIVERVIEW, FL 33578
LICENSED
JAVIER GOMEZ
ELECTRICIAN
EC13009619 & CAC1817440
SHEETINDEX
SHEET NO.
SHEET TITLE
B001
COVER SHEET
B002
EXISTING & DEMOLITION PLAN
B101
PROPOSED FLOOR PLAN
B102
WALL SECTIONS
B201
EXISTING ELEVATIONS
B301
PROPOSED ELEVATIONS
S001
STRUCTURAL NOTES & WIND PRESSURES
S101
ROOF FRAMING PLAN & SECTIONS
E101
ELECTRICAL PLAN
PROPOSED RENOVATION FOR:
INTERIOR REMODEL
5349 4TH STREET
ZEPHYRHILLS, FL 33542
VICINITY MAP
SCALE: N.T.S
ALL
C(p SORK SHALL CO
AND -r,,E 9 OR C `D NCY, Cd ERREVAIL�NG
9�RI�t �� GIIy or zgp OdE. ,.
C //r�°`'
pLqN �RNyR��
M�N�•R CL
PROJECT INFORMATION:
LOCATION:
5349 4TH STREET, ZEPHYRHILLS, FL 33542
PARCEL ID:
11-26-21-0010-09600-0010
TAX DISTRICT:
CITY OF ZEPHYRHILLS
OCCUPANCY:
SINGLE FAMILY
BUILDING AREA:
959 SF
FLOOD ZONE:
X
PROJECT SCOPE:
1. INTERIOR REMODEL.
2. RELOCATE BEDROOMS AND BATHROOM.
3. REPLACE EXTERIOR WINDOWS/DOORS.
4. ADD NEW AND INFILL EXTERIOR OPENINGS.
5. NO CHANGES TO SETBACKS.
APPLICABLE CODES:
• 2020 FLORIDA BUILDING CODE (SEVENTH EDITION)
• 2020 FLORIDA BUILDING CODE, RESIDENTIAL (SEVENTH EDITION)
• 2020 FLORIDA EXISTING BUILDING CODE (SEVENTH EDITION)
• 2020 FLORIDA BUILDING CODE, ACCESSIBILITY (SEVENTH EDITION)
GENERAL NOTES:
1. ALL DESIGN AND WORK TO BE PERFORMED BY A LICENSED ENGINEER OR CONTRACTOR AND
COMPLY WITH APPLICABLE CODES AND ORDINANCES.
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE
STARTING ANY WORK AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
3. PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 10 & AS
DIRECTED BY THE FIRE MARSHALL.
4. CONTRACTOR SHALL COMPLY WITH LATEST OSHA REQUIREMENTS.
5. MANUFACTURED MATERIALS SHALL BE INSTALLED PER THEIR PUBLISHED INSTRUCTIONS.
CONTRACTOR SHALL GIVE ACCEPTABLE CERTIFICATES OF INSURANCE TO OWNER PRIOR TO
BEGINNING ANY WORK UNDER THIS CONTRACT.
6. CONTRACTOR SHALL SECURE A CERTIFICATE OF OCCUPANCY FROM THE GOVERNING AUTHORITY
AT THE COMPLETION OF THE WORK AND GIVE IT TO THE OWNER PRIOR TO FINAL PAYMENT.
7. A COMPLETE LIEN RELEASE AND CONTRACTORS AFFIDAVIT WILL BE GIVEN BY CONTRACTOR TO
OWNER AT TIME OF COMPLETION.
8. ALL WORK SHALL BE GUARANTEED FOR 12 MONTHS AFTER ISSUE OF CERTIFICATE OF OCCUPANCY.
9. PROVIDE BLOCKING IN WALLS BEHIND ALL WALL MOUNTED FIXTURES AND ACCESSORIES.
10. USE MOISTURE RESISTANT GYPSUM BOARD BEHIND WALL WALL TILE (IF APPLICABLE).
11. PROVIDE CAULKING AND SEALANT AS APPLICABLE.
12. VERIFY SIZE AND REQUIRED CLEARANCES FOR AL EQUIPMENT, APPLIANCES, AND CASE WORK
PRIOR YO INSTALLATION. ADJUST MILL WORK DIMENSIONS AS REQUIRED 0 ENSURE PROPER FIT.
13. VERIFY SIZE AND REQUIRED ROUGH OPENING DIMENSIONS FOR ALL DOORS AND WINDOWS.
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
A
U
N
O
n
W
O N
d'
� ccoW c�'�
LI
U) .J
O Cy') =
W
W N
`—
Z
LI)
u7
C'7
QU J
5C �
G w -i
LLJ
_JQ
J =
L.L. W U
Z� �
o W
J
WU)
LU
`� ENs�
No.8 62 y:
_o•• T �441;
ENGINEER OF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
FIRST FLOOR PLAN,
WINDOWS/DOORS
SCHEDULE
i 1 1
0
M
= 1'-0"
,2c, nil
ITION PLAN
U
Z
J
Q � Z
HF--J
_W
0 -5 U)
Z W Z
M � O
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAVVINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
r
c
a_>
U
W
0
ON
IW M
W W ,L
(1) J
O MLO
=
W
W
F—
Z
Q It
It
M
QU J
LL
�W W
�oa
J Q
�LLL
U
ZIq
o W
WJ
�r Mr W
No.86 2
T E O
R
,� • . '`�
. C� '
0
ENGINEER OF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
EXISTING &
DEMOLITION PLAN
DOOR SCHEDULE
MARK
SIZE
STYLE
MANUFACTURER
PRODUCT APPROVAL
1O
71J"x81�"
SLIDER
PLYGEM WINDOWS & DOORS
FL15297.1-R8
O36"x81?
SWING DOOR
JELD-WEN
FL11136.1-R9
WINDOW SCHEDULE
MARK
SIZE
STYLE
MANUFACTURER
PRODUCT APPROVAL
1O
36"x49t"
SINGLE HUNG
PLY GEM WINDOWS
FL14039.1-R6
2O
36"x25"
SINGLE HUNG
PLY GEM WINDOWS
FL14039.1-R6
O3
52�'x50"
SINGLE HUNG
PLY GEM WINDOWS
FL14039.1-R6
WINDOW & DOOR NOTES:
1. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO INSTALLATION.
CONTRACTOR TO CONFIRM OPENING SIZES WITH MANUFACTURER AND PRODUCT APPROVAL
REQUIREMENTS.
2. INSTALLATION SHALL BE PER PRODUCT APPROVAL AND SHALL MEET WIND PRESSURES SHOWN IN
STRUCTURAL DRAWINGS.
3. CONTRACTOR TO VERIFY ALL PRODUCT APPROVAL NUMBERS.
0
co
0
ih
9,
4T3i.0
PROPOSED FLOOR PLAN (?)
PLAN NOTES:
1. DIMENSIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ® INDICATES A 2x4 LOAD -BEARING WALL.
3. INDICATES A 2x4 NON -LOAD BEARING WALL.
4. = INDICATES WOOD STUD INFILL, SEE STRUCTURAL DRAWINGS.
5. CONTRACTOR TO PROVIDE FLORIDA PRODUCT APPROVALS AS REQUIRED.
6. SEE SECTION 1B102 FOR WALL SECTION AT EXTERIOR.
7. SEE SECTION 2/13102 FOR WALL SECTION AT EXTERIOR WITH OPENING.
8. SEE SECTION 38102 FOR WALL SECTION AT INTERIOR LOAD BEARING WALL.
9. SEE SECTION 4/6102 FOR WALL SECTION AT INTERIOR NON -LOAD BEARING WALL.
U
Z
J �
Q Z
LU J
_W F_
07
Z Z
LU M U) O
F14,
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
c
m
U
J
W
0
0 N
W ccei
WALL
•) J
O cM =
w
W N
Z
Q Lf)
v
1 M
QU
�W W
�oa
J Q
W[f U
Z`t >-
o W
J
WT�W
i
M
OEIVSF' ��`X'
No. 866 2 F
J"
ENGINEER OF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
PROPOSED FLOOR
PLAN
B101
MR
EXISTING ROOFIN(
TO REMAII
EXISTIN(
FLASHING T(
REMAII
APA RATED EXTERIC
PLYWOOD, SE
STRUCT. SHEET
VINYL SIDING TO MAT(
EXISTING INSTALLED OVER NE
FELT PER MANUFACTURE
SPECIFICATIONS (DUPOP
TYVEK HOUSE WRAP OR EQUA
1 EXT. WALL SECTION
�O2 REF: B101 SCALE: 3/4" = V-0"
SIMPSON TIE, SEE
STRUCT. SHEETS
TRUSS BRG.I
EL. VARIES, VIF.
R-30 BATTERED
INSULATION
" THICK GYPSUM
SHEATHING
DOUBLE TOP PLATE, SEE
STRUCT. SHEETS FOR
MORE INFORMATION
" THICK GYPSUM
SHEATHING
CONT. BLOCKING,
SEE STRUCT SHEETS
2x4 WOOD STUDS
AT 16" O.C. MAX.
R-13 BATTERED
INSULATION
PT2x4 SILL PLATE CONT.
SEE STRUCTURAL SHEETS
FOR CONNECTOR
INFORMATION
EXISTING FLOORING
TO REMAIN
FINISHED FLR.
EL. 0'-0"
EXISTING ROOFIN(
TO REMAII
EXISTIN(
FLASHING T(
REMAII
APA RATED EXTERIC
PLYWOOD, SE
STRUCT. SHEET
HEADER, SE
STRUCTUR/
VINYL SIDING TO MATC
EXISTING INSTALLED OVER NE
FELT PER MANUFACTURE
SPECIFICATIONS (DUPOP
TYVEK HOUSE WRAP OR EQUA
2 EXT. WALL SECTION
�O2 REF: B101 SCALE: 3/4" = 1'-0"
SIMPSON TIE, SEE
STRUCT. SHEETS
TRUSS BRIG.
EL. VARIES, VIF.
R-30 BATTERED
INSULATION
�' THICK GYPSUM
SHEATHING
DOUBLE TOP PLATE, SEE
STRUCT. SHEETS FOR
MORE INFORMATION
" THICK GYPSUM
SHEATHING
SILL, TBD
2x4 WOOD STUDS
AT 16" O.C. MAX.
R-13 BATTERED
INSULATION
PT2x4 SILL PLATE CONT.
SEE STRUCTURAL SHEETS
FOR CONNECTOR
INFORMATION
EXISTING FLOORING
TO REMAIN
FINISHED FLR.
EL. 0'-0"
EXISTING ROO-"'-
TO REI
3 INT. WALL SECTION
B�O2REF: B101 SCALE: 314" = V-0"
TRUSS BRG.
EL. VARIES, VIF.
R-30 BATTERED
INSULATION
I" THICK GYPSUM
SHEATHING
DOUBLE TOP PLATE, SEE
STRUCT. SHEETS FOR
MORE INFORMATION
�' THICK GYPSUM
SHEATHING, BOTH SIDES
CONT. BLOCKING,
SEE STRUCT SHEETS
2x4 WOOD STUDS
AT 16" O.C. MAX.
2x4 SILL PLATE CONT. SEE
STRUCTURAL SHEETS FOR
CONNECTOR INFORMATION
EXISTING FLOORING
TO REMAIN
FINISHED FLR.
EL. 0'-0"
EXISTING ROO-'--
TO REI
TRUSS BRIG.
EL. VARIES, VIF.
R-30 BATTERED
INSULATION
J" THICK GYPSUM
SHEATHING
TOP PLATE CONT., WITH
SLOTTED VERTICAL
CONNECTIONS TO JOISTS
" THICK GYPSUM
SHEATHING, BOTH SIDES
2x4 WOOD STUDS
AT 24 O.C. MAX.
2x4 SILL PLATE CONT. W/
10D NAILS TO FLOORING AT
12" O.C. MAX.
EXISTING FLOORING
TO REMAIN
4 INT. WALL SECTION
B102 REF: B101 SCALE: 3/4" = V-0"
FINISHED FLR.
EL. 0'-0"
Z
Q
Z
LU~5
0 U)
ZWz
M � O
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
'o
a
21-004
W
0
O"
LW c
WXLL
U) (
O 1 _
a
w
W N
Z
Q 't
L0
1 M
�WW
` 0-
rJ Q
�Cz U
zIT}
ow
J
W w
PS ME/V
...
GENSF • ),
.'s
• No.866CC
E
ENGINEER OF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
WALL SECTIONS
B102
EXISTING SOUTH ELEVATION
SCALE: 3/8" = 1'-O"
EXISTING EAST ELEVATION
SCALE: 3/8" = 1'-O"
12
EXISTING NORTH ELEVATION
SCALE: 3/8" = 1'-O"
EXISTING WEST ELEVATION
SCALE: 3/8" = 1'-0"
U
Z
Q � Z
LU F F-
LU
ID U)
ZLlLJ Z
M U) OO
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
a
J
W
0
0 N
'd'
2 W M
Wof�
Io J
O M =
ix
w
W N
Z
Q I'
LO
co
QU J
IL
GW W
�oa
J Q
�[U
Z-}
oW
J
Wow
°%.SM�/1'''
,- O . •• DENS � �,--
-� V V F '
c �. .•.y
No. 86
E� cc?
OF • ` W =
=,gyp ' ,••''�C oR`QQ, ; �`��,,=
ENGINEER OF RECORD
NICOLAS MENDIETA
FL P.E. # 86662
EXISTING
ELEVATIONS
B201
ITH ELEVATION
= 1'-0"
PROPOSED EAST ELEVATION
SCALE: 3/8" = 1'-0"
12
PROM
SCALE: 3/8" = 1'
PROPOSED WEST ELEVATION
SCALE: 3/8" = 1'-0"
1,
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
4)
0
a
21-004
J
W
0
0 "
LW ccfi
Www
U) J
O M =
w
W N
Z
Q IV
I'
LID
QUA
LL
�W W
` 0 �
rJQ
U
Zg w
O J
WvW
M�!Vd'''-,
N 662 '
?t • T OF
NICOLAS MENDIETA
FL P.E. # 86662
PROPOSED
ELEVATIONS
B301
SP1 AT EACH STUD
FLOOR FRAMING BELOW
EXISTING DOUBLE TOP PLATE.
REPLACE EXISTING
CONNECTIONS TO ROOF
RAFTERS IN KIND OR PROVIDE
(2) H2.5A CONNECTOR AT
EACH RAFTER
SP2 AT EACH STUD
CONT. BLOCKING AT
MIDSPAN W/ (2) 10d TOE
NAILS AT EACH END.
EXISTING SINGLE SOLE
PLATE. WHERE PROVIDING
NEW SOLE PLATE, ATTACH
TO FRAMING BELOW WITH
DIA. LAG SCREWS AT 8" O.C.
1. PLYWOOD SHEATHING, IS NOT SHOWN FOR CLARITY.
2. SEE WOOD FASTENING SCHEDULE FOR MINIMUM
NAILING REQUIREMENTS.
STUD INFILL DETAIL OF
EXISTING OPENING
SP4 AT EACH KING STUD
WRAPPED OVER TOP
PLATE.
KING STUD(S).
MSTA12 AT EACH END
(1) JACK STUD AT OPENINGS
T-0" WIDE OR LESS. (2) JACK
STUDS AT OPENINGS
GREATER THAN T-0" WIDE.
H6 SIMPSON STRAP TO
FRAMING BELOW AT
KING & JACK
FLOOR FRAMING BELOW
SCALE: NTS
DOUBLE TOP PLATE.
SEE PLAN NOTES.
SP2 U.N.O. ON PLAN.
CRIPPLE STUDS TO MATCH
WALL STUD SIZE, SPACING
AND ATTACHMENT TO TOP
PLATE.
HEADER BEAM. SEE PLAN
AND PLAN NOTES. (PLANK
INDICATES ROTATED 90 DEG.)
MSTA12 AT EACH STUD,
U.N.O. ON PLAN.
1. PLYWOOD 5HE:ATHING, IF APPLICABLE, 15 NOT 5HQVVN
FOR CLARITY.
2. A MINIMUM OF (1)JACK AND (2) KING STUDS ARE REQUIRED
AT ALL OPENINGS, UNLESS NOTED OTHERWISE ON PLAN.
3. WHERE MULTIPLE JAMB STUDS ARE SPECIFIED EACH JAMB
STUD IS TO BE STRAPPED WITH MSTA 12.
4. NAIL JACK & KING STUDS TOGETHER WITH 10 NAILS AT 8"
O.C. STAGGERED EACH SIDE.
5. AT WINDOW OPENINGS, PROVIDE 2x SILL PLATE WITH 3-16d
TOE NAILS TO EACH JACK.
TYPICAL STUD WALL
OPENING DETAIL
SCALE: NTS
STRUCTURAL NOTES
These drawings are to be used in combination with job specifications and architectural, mechanical, electrical, plumbing, and site drawings. Consult these drawings for
sleeves, depressions, and other details not shown on structural drawings.
Do not scale these drawings for dimensions not given. Advise project architect of any conflicts between these drawings and the architectural drawings. Verify all field
conditions and confirm column locations in respect to building wall alignment prior to the start of work. All dimensions and conditions must be verified in the field. Any
discrepancies shall be brought to the attention of the engineer before proceeding with the affected part of the work.
It is the contractor's responsibility to determine erection procedures and sequence to ensure safety of the building and its components during erection. This includes the
addition of necessary shoring, sheeting, temporary bracing, guys or tiedowns.
The Contractor shall perform no portion of the work at any time without Contract Documents or, where required, approved shop drawings, product data or supplemental
details for such portion of the work.
The plans show the location of all fixtures & equipment & are intended to convey the general intent of the work in scope & layout. They are not intended to show in
minute detail all of the accessories intended for the purpose of execution of the work, but it is understood that such details are part of this work.
EXISTING STRUCTURE:
Information shown for the existing structure was taken by field inspection and observation by contractor.
Work shown on these plans assumes that the original construction was performed in accordance with the standard building code and accepted industry practices at time
of construction. It shall be the responsibility of the contractor to verify the conditions relating to the existing structure and to notify the engineer immediately of any
discrepancies or conflicts.
DESIGN LOADS:
The structural system for this building has been designed in accordance with the Florida Building Code, 7th edition (FBC 2020). The following loads have been utilized:
Roof:
Live Load - 20 Psf.
Dead Load - 25 Psf.
Handrails and Guards (Loads below need not be applied concurrently):
Live Load (Uniform) - 50 Plf.
Live Load (Concentrated) - 200 Lbs. (Any Direction/Any Location)
Roof Live reductions shall be based on area as outlined in the Florida Building Code. Roof drainage shall conform to the requirements of the Florida Plumbing Code
Section 11.
Wind load based on using the ASCE 7-16 "Minimum Design Loads and Associated Criteria for Buildings and Other Structures" methods of calculation for wind pressures
and the following factors:
Ultimate Wind Speed - 137 Mph
Allowable Wind Speed - 107 Mph
Exposure C
Enclosed Structure
Risk Factor II
This building is NOT IN A WIND BORNE DEBRIS REGION as defined by Florida Building Code.
SHOP DRAWING REVIEW:
Shop drawings will be reviewed for general compliance with the design intent of the contract documents only. It shall be the responsibility of the contractor to verify
compliance with the contract documents as to quantity, length, elevations, dimensions, etc.
All shop drawings shall be reviewed by the contractor prior to submittal to the architect/engineer. Drawings submitted without review notation will be returned
unchecked.
Shop drawings or submittals are required to be (1) electronic copy (combined PDF format) and shall be submitted along with a transmittal. Contractor shall allow for (10)
ten business days for shop drawing and submittal review.
One set of prints will be retained by the engineer and one by the architect, the contractor shall receive the remaining prints for submittal to the building department and
as required for distribution.
In all instances the contract documents will govern over the shop drawings unless otherwise specified in a request for information (RFI) or similar documentation by the
engineer.
Shop drawings should be submitted for all components of the structural framing system, as required by the architect, and as noted elsewhere in these notes, including,
but not limited to:
Any Alternate Material/Product Substitutions
CHEMICAL ANCHORS:
Shall be an equal two-part epoxy polymer injection system, such as Simpson Set-XP "Structural Anchoring Adhesive", HILTI HIT-HY 200 MAX or engineer approved
substitution, installed in accordance with manufacturer's instructions. Installers shall be trained by the manufacturer's representative. Brush and blow out all holes. The
threaded rods to be used in combination with Epoxy system shall be fabricated from steel meeting or exceeding the properties of ASTM A36.
MACHINE AND LAG BOLTS:
Shall be A307 hot dipped galvanized with galvanized washers.
WOOD:
Structural wood components (beams, joists, rafters, etc.) Shall have the following minimum allowable fiber stresses for No.2 Southern Pine conforming to NDS, with 2018
supplement, as follows:
Shear Fv = 175 Psi.
Bending 2x4 Fb = 1,100 Psi.
Bending 2x6 Fb = 1,000 Psi.
Bending 2x8 Fb = 925 Psi.
Bending 2x10 Fb = 800 Psi.
Bending 2x12 Fb = 750 Psi.
Wood in contact with concrete or masonry, and at other locations as shown on structural drawings, shall be protected or pressure treated in accordance with AITC 109.
Member sizes shown are nominal unless noted otherwise.
All nails shown on plans assume common wire nails unless specifically noted on drawings.
Plywood roof, floor, and wall sheathing are designed as diaphragms and shall comply with applicable provisions of Chapter 23 of The Florida Building Code and shall be
fastened in accordance with structural drawings, plan notes and applicable details. Plywood shall be installed with the strength axis of each panel perpendicular to the
supports in all cases. Plywood roof panels shall be installed as shown in cases 1 through 4 in FBC Table 2306.2(1).
Minimum fastening requirements for built up wood framing, blocking, member connections and plywood sheathing shall not be less than that set forth in FBC Table
2304.10.1. Attachment of plywood sheathing to resist wind pressures shall also not be less than what is shown in FBC Table 2304.6.1.
MANUFACTURED WOOD STRUCTURAL COMPONENTS:
Members designated'LVL' (e.g.,1_3/4 x 14 LVL) shall be laminated veneer lumber as manufactured by Trus Joist Corporation (MicroLam), alpine engineered products (ASI
Timbermax LVL), or engineer approved substitution. Fb = 2600 psi, E=1,900,000 psi, Fv = 285 psi.
Members designated 'PSL' (e.g., 3Y"x11'/." PSL) shall be Parallam parallel strand lumber as manufactured by Trus Joist Corporation (MicroLam), or engineer approved
substitution. Fb = 2900 psi, E = 2,000,000 psi, Fv = 290 psi.
Members designated 'APB' (e.g., 3%:"x11%" APB) shall be Anthony Power Beam LSL as manufactured by Anthony Forest Products Comapany, or engineer approved
substitution. Fb = 3000 psi, E = 2,100,000 psi, Fv = 290 psi.
WOOD FRAMING CONNECTORS:
All connectors shall be galvanized. Connector model numbers shown are strong -tie connectors as manufactured by Simpson Strong -Tie Co. Substitutions are acceptable
with the approval of the structural engineer. Unless shown otherwise, install size and maximum number of fasteners shown in latest Simpson catalog.
WIND ZONES SCHEDULE
M1M_
C&C ROOF WIND PRESSURES
ZONE
TRIBUTARY
AREA (SF)
POSITIVE
PRESSURE (PSF)
NEGATIVE
PRESSURE (PSF)
x 5 20
30.5
75.6
1
20 < x 5 50
23.6
75.6
50 < x 5 100
21.8
46.1
x > 100
18.4
23.6
x 5 20
30.5
75.6
2e
20 < x 5 50
23.6
75.6
50 < x 5 100
21.8
46.1
x > 100
18.4
23.6
x 5 20
30.5
110.2
2n
20 < x 5 50
23.6
94.6
50 < x 5 100
21.8
75.6
x > 100
18.4
60.0
x 5 20
30.5
110.2
2r
20 < x 5 50
23.6
94.6
50 < x 5 100
21.8
75.6
x > 100
18.4
60.0
x 5 20
30.5
110.2
3e
20 < x 5 50
23.6
94.6
50 < x <_ 100
21.8
75.6
x > 100
18.4
60.0
x 5 10
30.5
131.1
3r
10<x520
23.6
112.0
20 < x 5 50
21.8
87.7
50 < x <_ 100
18.4
68.6
C&C WALL WIND PRESSURES
ZONE
TRIBUTARY
AREA (SF)
POSITIVE
PRESSURE (PSF)
NEGATIVE
PRESSURE (PSF)
x 5 20
40.9
44.4
20 < x 5 50
39.2
42.6
4
50 < x 5 100
37.4
40.9
x > 100
35.7
39.2
x 5 20
40.9
54.8
5
20<x550
39.2
51.3
50 < x 5 100
37.4
46.1
x > 100
35.7
42.6
NOTES:
1. DESIGN CRITERIA:
WIND SPEED 137 MPH
EXPOSURE CATEGORY C
RISK CATEGORY II
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFF. t0.18
ROOF SLOPE 200 < x 5 270
2. ABOVE WIND LOADS ARE ULTIMATE BASED ON ASCE 7-16. WIND LOADS CAN BE
CONVERTED TO ASD BY MULTIPLYING BY 0.6.
3. POSITIVE PRESSURES INDICATE PRESSURES ACTING TOWARDS A PROJECTED
SURFACE.
4. NEGATIVE PRESSURES INDICATE PRESSURES ACTING AWAY FROM A PROJECTED
SURFACE.
5. BUILDING IS NOT IN A WIND-BORNE DEBRIS REGION.
FASTENING SCHEDULE PER FBC TABLE 2304.10.1
CONNECTION
FASTENING
LOCATION
TOP PLATE TO STUD
2- 16d COMMON
END NAIL
STUD TO SOLE PLATE
4- 8d COMMON
2- 16d COMMON
TOE NAIL
END NAIL
DOUBLE STUDS
16d AT 24" OC
FACE NAIL
DOUBLE TOP PLATES
DOUBLE TOP PLATES
16d AT 16" OC
8- 16d COMMON
TYPICAL FACE NAIL
LAP SPLICE
BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
3- 8d COMMON
TOE NAIL
TOP PLATES, LAPS AND INTERSECTIONS
2- 16d COMMON
FACE NAIL
CONTINUOUS HEADER, TWO PIECES
16d COMMON
16" OC ALONG EACH EDGE STAGG
CEILING JOISTS TO PLATE
3- 8d COMMON
TOE NAIL
CONTINUOUS HEADER TO STUD
4- 8d COMMON
TOE NAIL
BUILT-UP CORNER STUDS
16d COMMON
24" OC
d
Z
Q
Z
LU
W � O
MU)0
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
a�
0
a.
J
W
O"
3
W Lcc",))
WLL
�CO W
O c'M I
W
w
W N
Z
u7
1 cMM
QU J
LL
�WW
>.Da
J =
�UU
Z C' w C)LO J
Wow
o. 866
13
c?
,,ass' C•S:!�Jz�rL1 ��
NICOLAS MENDIETA
FL P.E. # 86662
STRUCTURAL NOTES
& WIND PRESSURES
S001
EXISTING WOOD
TRUSSES/JOISTS TO
REMAIN. REPLACE
EXISTING CONNECTIONS IN
KIND TO NEW WOOD BEAM
EXISTINC
TRUSSES/JOI
F
1 SECTION
S 101 REF: S101 SCALE: 3/4" = 1'-0"
2 SECTION
S 101 REF: S101 SCALE: 3/4" = 1'-0"
WOOD BEAM, SEE PLAN
CONNECTOR, SEE PLAN
WOOD COL., SEE PLAN
XISTING WOOD
RUSSESMOISTS TO
EMAIN. REPLACE
XISTING CONNECTIONS IN
IND TO NEW WOOD BEAM
100D BEAM, SEE PLAN
ONNECTOR, SEE PLAN
. JOOD BEAM, SEE PLAN
O C. At.
ROOF FRAMING PLAN
SCALE: 3/8" = 1'-0"
WOOD COLUMN SCHEDULE
MARK
SIZE
GRADE
BASE
CAP
REMARK
8
PT4x4
S.Y.P.
ABA44Z
CCQ4.62-3.62SDS
-
NOTES:
AT ABU44Z, USE 5/8" DIA. EPDXY ANCHORS W/ 6" MIN. EMBED.
ROOF FRAMING PLAN NOTES:
1. GC VERIFY ALL DIMENSIONS AND ELEVATIONS IN FIELD. SEE BUILDING SHEETS FOR ADDITIONAL
INFORMATION.
2. ELEVATIONS SHOWN ARE RELATIVE TO THE FIRST FLOOR SURFACE SET AT 0'-0" (REF.)
3. =Z13 INDICATES 2x4 WOOD STUD INFILL BELOW. PROVIDE R" APA RATED EXTERIOR WALL
SHEATHING WITH 8D NAILS AT 6" O.C. AT ALL SUPPORTED PANEL EDGES & 12" O.C. IN FIELD.
4. INDICATES AN EXISTING 2x4 LOAD BEARING WOOD STUD WALL BELOW TO BE REPLACED IN
KIND WITH DOUBLE TOP PLATE AND STUDS AT 16" O.C. MAX. PROVIDE �' GYP. SHEATHING EACH
SIDE. COLUMN SYMBOLS
5. ALL WOOD JOISTS, WOOD TRUSSES AND ROOF SHEATHING TO REMAIN.
6. AT EXISTING WOOD ROOF TRUSSES, PROVIDE PERMANENT & CONTINUOUS BOTTOM CHORD INDICATES COLUMN BELOW
BLOCKING AT 36" O.C. MAX. WITH (2) 10d TOE NAILS AT EACH END.
7. SEE SHEET S001 FOR WOOD FASTENING SCHEDULE. O INDICATES COLUMN THRU
0 INDICATES COLUMN ABOVE
U
Z
J �
Q � z
W
0 U)
Z W Z
M U) O
r14,
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
NM
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
A
ff
a
c
m
U
J
W
0
ON
W M
W`ALL
C/) J
00=
W
W N
Z
IT
ul
1 M
QUA
LL
2W W
�oa
J =
Zit }
oW
J
WSW
NIC'IUWANOMIETA
FL P.E. # 86662
ROOF FRAMING PLAN
& SECTIONS
ELECTRICAL NOTES
GENERAL NOTES:
EQUIPMENT FURNISHED AND PHYSICALLY INSTALLED BY "OTHERS". ALL ELECTRICAL
CONNECTIONS EXTERNAL TO THE EQUIPMENT SHALL BE MADE BY THE ELECTRICAL
CONTRACTOR. WIRE, CONDUIT, LUGS, RECEPTACLES, PIGTAILS, DISCONNECTS, ETC. AS MAY
BE REQUIRED SHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR. INCLUDE WORSE
CONDITION IN PRICING. VERIFY ROUGH -IN LOCATIONS, TYPE OF CONNECTION AND AMPACITY
REQUIRED FROM APPLICABLE EQUIPMENT DRAWINGS PRIOR TO INSTALLING ANY CONDUIT,
CONDUCTORS OR BOXES.
2. WALL TELEPHONE/DATA OUTLET. INSTALL 2-GANG BOX WITH MODULAR TELEPHONE DEVICE IN
COVER PLATE. INSTALL (2) 3/4" EMT CONDUITS TO ACCESSIBLE CEILING SPACE OR HOMERUN
TO TELEPHONE/COMPUTER TERMINAL EQUIPMENT. HEIGHT, UNLESS NOTED, IS 18" ABOVE
FINISH FLOOR.
3. RESIDENTIAL TYPE, 120 VOLT AC/DC, SINGLE STATION SMOKE DETECTOR, PHOTOCELL TYPE
LOCATE PER N.F.P.A. #74.
4. PROVIDE LIGHT FIXTURE AND RECEPTACLE AT LOCATIONS INDICATED FOR HVAC MAINTENANCE
LIGHTING. USE COMBINATION SWITCH AND RECEPTACLE FOR LIGHT CONTROL. FIELD
DETERMINES EXACT LOCATION AND HEIGHT.
5. SWITCHED JUNCTION BOX IN CEILING FOR CEILING FAN OR LIGHT. NOTE: BOX MUST BE
IDENTIFIED FOR FAN SUPPORT USE). ANCHOR TO STRUCTURE TO SUPPORT 75 LBS.
ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL FAN AND/OR LIGHT, AND ALL WIRING,
INCLUDING SWITCH AND POWER LEGS. VERIFY AND COORDINATE FAN TYPE WITH OWNER.
6. THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE/LOCAL BUILDING
CODES/ORDINANCES/REGULATIONS PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITH
THE NATIONAL ELECTRICAL CODE (N.E.C.) PRESENTLY IN EFFECT.
7. THE DRAWINGS ARE DIAGRAMMATIC, AND DO NOT SHOW ALL CHANGES IN HEIGHT,
STRUCTURAL MEMBERS, DUCTWORK, PIPING, BRACKETS AND ANY OTHER NUMBER OF ITEMS
WHICH MIGHT CAUSE A CONFLICT. THIS CONTRACTOR IS RESPONSIBLE FOR COORDINATING
WITH OTHER TRADES AS TO THE LOCATION OF HIS DEVICES AND NECESSARY AREAS FOR
PANELS AND CONDUIT/WIRING RUNS. VERIFY AND COORDINATE ALL ELECTRICAL WORK WITH
ALL TRADES TO PROVIDE A TIMELY INSTALLATION. ADDITIONAL CHARGES DUE TO LACK OF
COORDINATION WILL NOT BE APPROVED.
8. SWITCHED JUNCTION BOX IN CEILING FOR CEILING FAN OR LIGHT. NOTE: BOX MUST BE
IDENTIFIED FOR FAN SUPPORT USE). ANCHOR TO STRUCTURE TO SUPPORT 75 LBS.
ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL FAN AND/OR LIGHT, AND ALL WIRING,
INCLUDING SWITCH AND POWER LEGS. VERIFY AND COORDINATE FAN TYPE WITH OWNER.
9. ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AND
CRAFTSMANLIKE MANNER BY PERSONS SKILLED IN THE TRADE, AND SHALL BE DONE UNDER
THE SUPERVISION OF A MASTER ELECTRICIAN LICENSED TO DO WORK IN THE AREA WHERE THE
PROJECT IS TO BE CONSTRUCTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE
LATEST COPY OF THE NATIONAL ELECTRIC CODE PRESENTLY ENFORCED AND AS ATTENDED TO
BY THE LOCAL MUNICIPALITY.
10. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ANSI, NFPA70, STATE OF FLORIDA
LAWS, AND ALL LOCAL RULES AND REGULATIONS, INCLUDING THE NATIONAL ELECTRIC CODE
AND THE FLORIDA ENERGY CODE PRESENTLY IN EFFECT.
11. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL
FEES ASSOCIATED THEREWITH. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING INSPECTIONS, INCLUDING ALL FEES ASSOCIATED WITH REINSPECTIONS.
12. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE LISTED BY AND BEAR THE
U.L. LABEL WHERE SUBJECT TO APPROVAL. MATERIALS SHALL BE OF THE SAME
MANUFACTURER OR BRAND FOR EACH TYPE OF MATERIAL, UNLESS DESIGNATED OTHERWISE.
13. SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE SWITCHES, SIDE WIRED WITH
GROUNDING TERMINAL; COLOR SHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING
COVERPLATE; MOUNTING HEIGHT SHALL BE +48" AFF TO BOTTOM.
14. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE HIMSELF WITH
EXISTING CONDITIONS, FAILURE TO DO SO WILL NOT WARRANT ANY ADDITIONAL CHARGES TO
THE OWNER.
15. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY CUTTING OR PATCHING OF
CONCRETE/ASPHALT PAVEMENTS, ETC. TO RUN ELECTRICAL.
16. ROUGH -IN LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR EXACT
LOCATIONS, AS WELL AS EQUIPMENT SIZE, TO AVOID CONFLICT WITH OTHER TRADES.
17. PRIOR TO ROUGH -IN, THE ELECTRICAL CONTRACTOR SHALL RELOCATE, AS DIRECTED BY THE
OWNER/ARCHITECT, ANY PIECE OF EQUIPMENT IN THE VERTICAL AND/OR HORIZONTAL
DIRECTION UP TO 15'-0" FROM THE LOCATION SHOWN ON THE DRAWINGS AT NO ADDITIONAL
COSTS TO THE OWNER.
18. ALL FIXTURES SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULES/ RECOMMENDATIONS.
19. LIGHTING FIXTURES ARE TO BE FURNISHED, INSTALLED, AND LAMPED UNDER THIS CONTRACT.
20. EXTERIOR DISCONNECT SWITCHES SHALL BE NEMA 3R ENCLOSURES AND ELECTRICALLY
PROTECTED AS PER MANUFACTURER'S SPECIFICATIONS. (SEE MECHANICAL).
21. INTERIOR DISCONNECT SWITCHES SHALL BE NEMA 1 ENCLOSURES AND ELECTRICALLY
PROTECTED AS PER MANUFACTURER'S SPECIFICATIONS. (SEE MECHANICAL)
22. SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE SWITCHES, SIDE WIRED WITH
GROUNDING TERMINAL; COLOR SHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING
COVERPLATE; MOUNTING HEIGHT SHALL BE +48" AFF TO BOTTOM.
23. RECEPTACLES SHALL BE 20 AMP (MINIMUM), SPECIFICATION GRADE, SIDE WIRED WITH
GROUNDING TERMINAL; COLOR SHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING
COVERPLATE; MOUNTING HEIGHT NOTED IN SYMBOL LEGEND OR ON DRAWING.
24. ALL RECEPTACLES INSTALLED IN KITCHENS, OR WITHIN 6 FEET (6) OF A WATER SUPPLY (i.e.:
SINK), SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (G.F.C.I.) DEVICES WITH DOWNSTREAM
DEVICES IDENTIFIED.
25. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN BATHROOMS SHALL HAVE GROUND -FAULT CIRCUIT -INTERRUPTER PROTECTION
FOR PERSONNEL.
26. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE SPECIFIED ON PLANS.
27. MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 AWG THWN COPPER.
EXCEPTION NO. 1: BRANCH CIRCUIT WIRING FOR DEDICATED LOADS, SUCH AS A
PERMANENTLY INSTALLED APPLIANCE OR OTHER EQUIPMENT, SHALL
BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS FOR
THAT APPLIANCE OR EQUIPMENT, OR BY THE N.E.C. PRESENTLY IN
EFFECT, WHICHEVER IS GREATER. REFER TO PANEL SCHEDULES.
EXCEPTION NO. 2: MINIMUM BRANCH CIRCUIT WIRING WITHIN DWELLING UNITS
SHALL BE #14 THWN COPPER.
WIRING METHODS:
BELOW GRADE: SINGLE- OR MULTI -CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C.
AND NEMA REQUIREMENTS, IN APPROVED NONMETALLIC CONDUIT. CONDUIT MAY BE RUN IN OR
BELOW CONCRETE, AND CONCEALED IN WALLS TO FIRST BOXES. ALL PVC COMPONENTS
(PIPING, FITTINGS, CEMENT, ETC.) SHALL BE FROM THE SAME MANUFACTURER.
EXTERIOR ABOVE GRADE: SINGLE - OR MULTI -CONDUCTOR COPPER WIRE WITH GROUND,
MEETING N.E.C. AND NEMA REQUIREMENTS, IN APPROVED METALLIC OR NONMETALLIC
CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THE SAME
MANUFACTURER.
THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE
ALL ELECTRICAL SERVICE ROUGH -IN AND INSTALLATION DETAILS,
FEES, WITH THE LOCAL POWER COMPANY/UTILITY FIELD
ENGINEER PRIOR TO AND INCLUDE IN BID!
THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH
ALL STATE/LOCAL BUILDING CODES/ORDINANCES/REGULATIONS
PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITH THE
NATIONAL ELECTRICAL CODE (N.E.C.) PRESENTLY IN EFFECT.
THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER
TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS, FAILURE TO
DO SO WILL NOT WARRANT ANY ADDITIONAL CHARGES TO THE
OWNER.
THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY
CUTTING OR PATCHING OF CONCRETE/ASPHALT PAVEMENTS, ETC.
TO RUN ELECTRICAL.
ALL EQUIPMENT, FIXTURES, ETC. SHALL BE STARTED, TESTED,
ADJUSTED AND PLACED IN SATISFACTORY OPERATING CONDITION.
THIS CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP,
MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A
PERIOD OF ONE (1) YEAR FROM DATE OF CERTIFICATE OF
OCCUPANCY (C.O.), AND SHALL REPAIR ANY SUCH DEFECTS
WITHOUT COST TO THE OWNER. ALL EQUIPMENT SHALL BE
COVERED FOR THE DURATION OF THE MANUFACTURER'S
GUARANTEE OR WARRANTY. THIS CONTRACTOR SHALL FURNISH
THE OWNER WITH ALL MANUFACTURER'S GUARANTEE AND
WARRANTIES.
"WAFER" OR "PIGGYBACK" BREAKERS SHALL NOT BE PERMITTED.
THE ELECTRICAL CONTRACTOR IS TO INSTALL MODULAR
METERING SERVICE EQUIPMENT EITHER PROVIDED BY THE
GOVERNING UTILITY COMPANY OR OF A TYPE APPROVED BY THE
UTILITY COMPANY AND U.L. LISTED. IMMEDIATELY AFTER
SUB -CONTRACT AWARD, CONTACT WITH THE UTILITY COMPANY
SHALL BE MADE FOR COORDINATION OF SERVICE AND METERING
DETAILS.
HVAC AIR HANDLER AND CONDENSING UNIT CIRCUIT BREAKERS
MUST BE U.L. LISTED AS "HACK" RATED IN ORDER TO USE
NON -AUTO DISCONNECTS AT HVAC EQUIPMENT. IF NOT LISTED,
THEN A FUSED DISCONNECT IN ACCORDANCE WITH THE
EQUIPMENT MANUFACTURER'S NAMEPLATE REQUIREMENTS MUST
BE INSTALLED AT THE EQUIPMENT.
THE ELECTRICAL, GENERAL, HVAC, AND PLUMBING
CONTRACTOR(S) SHALL STRICTLY ADHERE TO THE FOLLOWING
ITEMS WHEN DEALING WITH ELECTRICAL EQUIPMENT
CLEARANCES:
A.) NO PIPING OR DUCTWORK OF ANY KIND SHALL BE
INSTALLED ABOVE ANY SWITCHBOARD OR
PANELBOARD. THIS AREA TO REMAIN CLEAN FROM
THE EQUIPMENT TO 25' ABOVE OR TO THE BOTTOM
OF THE STRUCTURAL SLAB.
B.) A CLEARANCE OF 36" MINIMUM SHALL BE MAINTAINED
IN FRONT OF ELECTRICAL EQUIPMENT FOR THE
ENTIRE WIDTH OF THE EQUIPMENT, PLUS A MINIMUM
OF 30" TOTAL LEFT/RIGHT CLEARANCE.
ALL "WEATHERPROOF" ("WP") DEVICES ARE TO BE INSTALLED WITH
A WEATHER -SHIELDING COVER.
ALL ELECTRICAL CONDUITS NOT CONTAINING SPECIFIED
CONDUCTORS SHALL HAVE A PULL WIRE INSTALLED.
DO NOT SCALE THE ELECTRICAL DRAWINGS; REFER TO THE
ARCHITECTURAL PLANS FOR EQUIPMENT LOCATIONS, CABINETRY,
CEILING GRIDS, DOOR SWINGS, ETC.
THE INTENT OF THESE DRAWINGS IS TO PROVIDE A COMPLETE
AND FULLY OPERATIONAL ELECTRICAL INSTALLATION.
IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL DETAILS OF
CONSTRUCTION. THE ELECTRICAL CONTRACTOR IS EXPECTED TO
FURNISH AND INSTALL ALL ITEMS SUCH AS HARDWARE, J-BOXES,
CONDUIT FITTINGS, ETC., AS NECESSARY FOR A COMPLETE
ELECTRICAL SYSTEM INSTALLATION.
TECHNICIANS SKILLED IN THEIR TRADE SHALL PERFORM ALL
ELECTRICAL INSTALLATIONS IN A PROFESSIONAL MANNER.
WIRE TO, AND MAKE CONNECTIONS AS NECESSARY, TO ALL
PIECES OF EQUIPMENT (FURNISHED BY OTHERS), FOR COMPLETE
AND SATISFACTORY OPERATION BY THE OWNER.
PROVIDE CIRCUIT BREAKERS, AS NECESSARY, TO ACCOMMODATE
ALL NEW CIRCUITS INSTALLED.
ALL SERVICE AND FEEDER CONDUITS SHALL HAVE EXPANSION
FITTINGS WHEN PENETRATING SLABS, ETC. TO ALLOW FOR
STRUCTURAL SETTLEMENT.
PROVIDE "PVC" CONDUITS STUBBED OUT, BELOW GRADE FOR
ADDITIONAL SERVICES, IN ORDER TO PROVIDE CONCEALED
TELEPHONE AND/OR DATA SERVICE ENTRANCE.
PROVIDE TIME CLOCKS WITH BATTERY BACK-UP TO CONTROL ALL
SIGNAGE AND EXTERIOR LIGHTING CIRCUITS; SEE POWER RISER
DIAGRAM FOR ADDITIONAL DETAILS.
ALL CONDUCTORS SHALL BE TYPE THHN/THWN, COPPER (CU)
UNLESS OTHERWISE CALLED FOR ON THESE DOCUMENTS. SEE
PANEL SCHEDULE.
ALL LIGHTING FIXTURES (INCLUDING THOSE PROVIDED BY
OTHERS) ARE TO BE INSTALLED UNDER THIS CONTRACT. SEE
SCHEDULE FOR FIXTURE RECOMMENDATIONS, LAMPS, ETC.
NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND
CERTIFICATION THEREOF WHICH MAY BE REQUIRED BECAUSE OF
CONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TO
THE ENGINEER(S) BY THE REQUESTING CONTRACTOR. PAYMENT
SHALL BE REQUIRED AT THE TIME OF CERTIFICATION DELIVERY.
BATHROOMS WITH 3 SF. WINDOW OPENING ARE NOT REQUIRED TO
HAVE A FAN.
CONTRACTOR'S NOTES
LIMITED ENGINEERING FIELD INVESTIGATIONS HAVE BEEN
CONDUCTED (AS AND AID TO THE CONTRACTOR), TO ILLUSTRATE
EXISTING CONDITIONS. THIS DOES NOT RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY TO CONDUCT HIS OWN
PERSONAL FIELD INVESTIGATION, WHICH MAY UNCOVER
ADDITIONAL CONDITIONS, THUS IMPACTING THIS INSTALLATION.
EQUIPMENT ELECTRICAL ROUGH INs HAVE BEEN COORDINATED
AND ARE LISTED IN PANEL SCHEDULES. THE CONTRACTOR IS
CAUTIONED TO VERIFY THE ELECTRICAL REQUIREMENTS OF EACH
PIECE OF EQUIPMENT PRIOR TO ROUGH -IN, WHICH MAY RESULT IN
REVISING CERTAIN EQUIPMENT CIRCUITS. THE A/E SHALL BE
ADVISED OF ANY AND ALL REVISIONS REQUIRED TO THESE
CONSTRUCTION DOCUMENTS.
CONTRACTOR TO VERIFY VOLTAGE WITH UTILITY COMPANY PRIOR
TO BID, OR ANY CONSTRUCTION.
ELECTRICAL PLAN
SCALE: 3/8" = 1'-0"
SYMBOL LEGEND
SYMBOL
DESCRIPTION
REMARK
SWITCH: SINGLE POLE
50" AFF
t
SWITCH: THREE WAY
50" AFF
6
DUPLEX RECEPTACLE
20" AFF
DUPLEX RECEPTACLE
44" AFF
DUPLEX RECEPTACLE
50" AFF
6
DUPLEX RECEPTACLE
69" AFF
220 RECEPTACLE
50" AFF
GFCI
GROUND FAULT CIRCUIT INTERRUPTER
CEILING LIGHT
a
WALL MOUNTED LIGHT FIXTURE
I CERTIFY TO THE BEST OF MY
KNOWLEDGE THAT THE DRAWINGS AND
SPECIFICATIONS COMPLY WITH THE
MINIMUM APPLICABLE BUILDING CODES
Drawn by:
NM
Checked by:
Issue Date:
03-15-2021
Project Number:
21-004
Revisions:
A
W
0
ON
W M
WALL
�U)J
J
O�2
LU
W N
F_
Z
u7
It
QUA
LL
UJ W
>a
J
J
�U U
Z� }
O W
W
J ow
c
m
U
JAVIER GOMEZ
EC13009619 & CAC1817440
W:k4&r
E101