HomeMy WebLinkAbout5440 Gall Blvd (2)3 GENERAL NOTES
1. ALL ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING
WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE
NATIONAL AND LOCAL CODES AND ORDINANCES, WHETHER LISTED HEREIN OR NOT.
2. ANY & ALL GOVERNING LOCAL LABOR LAWS, REGULATIONS & REQUIREMENTS
AND THOSE SET AS BUILDING REQUIREMENTS SHALL BE OBSERVED & FOLLOWED AS
THEY RELATE TO THIS PROJECT.
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND CERTIFICATE
OF OCCUPANCY PERMIT AS WELL AS SEPARATE MECHANICAL, ELECTRICAL, AND
PLUMBING PERMITS PRIOR TO AND DURING CONSTRUCTION.
4. MATERIALS, DIMENSIONS, AND OTHER CONDITIONS NOT OTHERWISE INDICATED IN
THESE DRAWINGS SHALL BE ASSUMED AS HAVING THE SAME MEANING AS THOSE ALL WORK SHALL COMPLY WITH
MOST SIMILARLY DETAILED AND MORE FULLY DEFINED ELSEWHERE IN THE DRAWINGS. NFFA CODES AND STANDARDS
CONTRACTOR TO VERIFY W/ ENGINEER IN WRITING.
5. THE EXTENT OF WORK SHALL BE LIMITED TO THAT INDICATED IN THE CONTRACT
DOCUMENTS. NO ADDITIONAL WORK SHALL BE DONE WITHOUT WRITTEN APPROVAL
OWNER. ANY ADDITIONAL WORK PERFORMED WITHOUT PRIOR WRITTEN AP 5440 GALL BLVD, ZEPHYRHILLS,.FL 33542
APPROVAL BY OWNER SHALL BE AT THE CONTRACTOR'S EXPENSE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD MEASURING OF EXISTING REVIEW DATE
CONDITIONS PRIOR TO START OF WORK & DURING CONSTRUCTION AS NECESSARY CITY OF ZEPHYRHILLS /
TO ASSURE CONSTRUCTION ADHERENCE TO DRAWINGS. BY ENTERING INTO A FIRE AND LIFE SAFETY EXAMINER
CONSTRUCTION CONTRACT FOR THIS WORK, GC SHALL INDICATE HIS FAMILIARITY WITH THE SITE/FIELD CONDITIONS. PLANS FOR PERMIT & CONSTRUCTION
7. FLOOR TOLERANCE: INLAYING OUT THE WORK TO BE COMPLETED,
CONSIDERATION SHALL BE GIVEN TO VARIATIONS IN THE FLOOR LEVEL RESULTING
FROM THE CONSTRUCTION QUALITY AND LIVE AND DEAD LOADS IMPOSED ON THE
STRUCTURE. FIELD VERIFICATIONS SHALL BE MADE OF CONDITIONS TO VERIFY
CONSTRUCTION TOLERANCES AND ALIGNMENT OF DOOR HEADS. OTHER 1 KEY PLAN SCALE: N.T.S. 2 LOCATION MAP SCALE: N.T.S.
HORIZONTAL ELEMENTS SHALL BE MAINTAINED AT CONSTANT LEVEL AND SHALL NOT
FOLLOW VARIATIONS IN FLOOR PLANE. LEVEL FLOORS AS REQUIRED BY USING AN ��yy y$5¢ y
APPROVED LEVELING COMPOUND. "
` F
Wge
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ADEQUATE PRECAUTIONS
-
_.
TO PROTECT BUILDING OCCUPANTS, MATERIALS, &EXISTING FINISHES THROUGHOUT � _ _•,,. _'<; ' '_ = ~ _
k "
,
,
ALL PHASES OF CONSTRUCTION. NOISE, SECURITY AND DUST BARRIERS BETWEEN
R'•', r,= -v -,'.., - _ ' "_ems :.: ., ,v.-." ,...,, , T' _]•,. -
CONSTRUCTION AREAS AND OCCUPIED AND PUBLIC AREAS SHALL BE MAINTAINED
_1
, YBY CONTRACTOR. r �
OAKS
9. THE GC SHALL BE RESPONSIBLE FOR MAINTAINING BUILDING CORRIDORS CLEAR�H t:
111
x .
rt'�� s � ,�, r -tea'- � ;, , - ` : <5i►�
OF PROJECT MATERIALS AND EQUIPMENT.
r4.-.
La
r i�
c: •? e. r v rkTi - x
10. GC SHALL PROVIDE GENERAL CARPENTRY AS REQUIRED FOR WORK WHICH MAY �_, .• x WORK AREA phyrhi
k
.. ,
NOT FALL UNDER THE JURISDICTION OF A SPECIFIED TRADE BUT IS REQUIRED FOR6i
t „s
v.,
0
PROPER JOB EXECUTION AND COMPLETION OF CONSTRUCTION. - 39,8
t
58 r:
Tx
11. NO MODIFICATIONS/REVISIONS/CHANGES SHALL BE UNDERTAKEN UNLESS
SPECIFICALLY SO INSTRUCTED & APPROVED BY CLIENT.;~
12. CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT
of LIVE OK
v PRESERVE
WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE s
Kevstone
l
ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALake Fern Cheval j Peoble Creek Hilisbo ugh
F� ,
CLARIFICATION FROM THE ENGINEER BEFORE PROCEEDING WITH WORK IN
i
a
4'
i
i
f
QUESTION.
.,
., � .. '.§. r.
f
E
'
�. �.. � " , w,, , , ' .;ARBOR,CIE_Sta
13. THE INTENT OF THE CONTRACT DOCUMENTS IS TO EXCLUDE ALL MATERIALS WHICH �, s,'
a
�i 9
I . Il , �i l
CONTAIN KNOWN HAZARDOUS SUBSTANCES. THESE INCLUDE MATERIALS
w
CONTAINING ASBESTOS, POLYCHLORINATED BIPHENYL PCB , OR ANY OTHER KNOWN r•A, ~` 1
NEVr
AMPA
SUBSTANCES DETERMINED TO BE A HEALTH HAZARD BY THE UNITED STATES �; �_.- -- Ore .;
1�
k
�a
T MP
Northdale
ENVIRONMENTAL PROTECTION AGENCY (EPA) AND OTHER RECOGNIZED AGENCIES.° "
PALMS �
IN STUDYING THE CONTRACT DOCUMENTS, AND AT ANY TIME DURING EXECUTION OF r:
THE WORK, THE CONTRACTOR SHALL AT ONCE REPORT TO THE ENGINEER ANY
:
=, , is
AT HE/SHE DISCOVER. D ,f. � �.. �,. - � , �; ��, � � ,_
MATERIALS CONTAINING HAZARDOUS SUBSTANCES TH HE/S ISCO O 1 it
NOT PROCEED WITH INSTALLATION OF HAZARDOUS MATERIALS. = cyx
_
r. -= �.. � � W K AREA �. � �
OR
Y
14. CONTRACTOR SHALL VERIFY PRESENCE OF HAZARDOUS MATERIALS WITH OWNER .r.- .� - _.:^ ,: "= . �,".. , ,. ,�-, . � ;. � f ,� �T .: t
I
I
I)
., :.Greater
ENGINEER AND ITS CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE EE��+x �`¢� l#{ qq//}}y/RR ?44:
,:.. Fyn -_Y. , „'':. �. -• .f `''^t 4.r1 TTad I elY'tJ
W
DISCOVERY PRESENCE HANDLING REMOVAL OR DISPOSAL OF OR EXPOSURE OF y -'
r Y 584
.., .. . 4:
PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE INCLUDINGT � .T _• � .�: -: •�-"z-_< , - i � = :. N
� a
I
T LIMITED T ASBESTOS, P LYCHL RINA ED BIPHENYL PCB OR OTHER TOXIC
BUT NO LIM D O, O O T BIPHENYL(PCB)
_,f - _. _ .
SUBSTANCES. .,.. .: ,.� w. , .., �_ , �.. E t f�.
-
FE STANDARD OR DESCRIPTIVE : , __ ". �., _ T T► .
15. WHERE PRODUCTS ARE SPECIFIED BY REFERENCE STA A O ESC M _.,. ._ - _
tI R
� CountryMANNER WITHOUT MANUFACTURERS NAME MODEL NUMBER OR TRADE NAME
-
CONTRACTOR SHALL SELECT MATERIALS MEETING SPECIFIED REQUIREMENTS WHICH
w
:r•
wyrY
WSUBSTANCESI NY F RM AND SUBMIT DO NOT CONTAIN KNOWN HAZARDOUS N A O SU M O
.,,. .�. �, ,_ r _ >< .� a-.
Hope
ARCHITECT FOR APPROVAL. �-. � _., �. � �.,:. .� .,, �, _ : _ � _ ..
s
AND EQUIPMENT IN STRICT
16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS N EQU S C
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS _ _ -� � _� , _ � - .: , , - j -�, •�,.�,_
,
,
I
_
_mot. ._ - .:<• ._, f _ P
EXCEPT THAT THE SPECIFICATIONS HEREIN HERE MORE STRINGENT,SHALL BE . -�.. v ..� - . ioo
.. a
COMPLIED WITH.
z;.
valoco
_ e
17. IN MAKING REQUESTS FOR SUBSTITUTION, CONTRACTOR SHALL BE RESPONSIBLE
..: .�.H . . , . t,-• �. :.. � � , . .,, .. s
_ - 6i
FOR DETERMINING THAT MATERIALS REQUESTED FOR SUBSTITUTION ARE FREE OF ." , . � _, .�, _ -_, � . . , � � _ _.
:� ,,.. �. �.- t ", ,.- s. t. -. . -� .. = �. _ _ , TAPS,
_ .,. �.
_„ a,Hop
KNOWN HAZARDOUS SUBSTANCES IN ANY FORM. � r ... ....,� , ....,, r _ r .: „ ., � .,,�:, .,,, , .. ,
KITCHEN EXPANSION AT
EXISTING HUNGRY HOWIES
µ
Palm
18. FIRE RATED PARTITIONS SHALL BE NOTED IN STENCIL ABOVE FINISHED CEILING PER e1
APPLICABLE CODE.
h,.Durant
4 APPLICABLE CODES 5 ARCHITECTURAL SYMBOLS 6 INDEX OF DRAWINGS 7 BUILDING INFORMATION 8 PROJECT SCOPE
ROOM
BUILDING CODE:
FLORIDA BUILDING CODE
FDED
ROOM NAME & NUMBER
8TH EDITION (2023) BUILDING
PARTITION WALL TYPE
EXISTING BUILDING CODE:
FLORIDA BUILDING CODE
8TH EDITION (2023) EXISTING BUILDING
D.XX
DOOR TYPE
ENERGY CODE:
FLORIDA BUILDING CODE
�/_X
WINDOW TYPE
8TH EDITION (2023) ENERGY CONSERVATION
MECHANICAL CODE:
FLORIDA BUILDING CODE
1 ##
EQUIPMENT TYPE
8TH EDITION (2023) MECHANICAL
PAGE NOTES
PLUMBING CODE:
FLORIDA BUILDING CODE
8TH EDITION (2023) PLUMBING
1
REVISION NUMBER
FUEL GAS CODE:
FLORIDA BUILDING CODE
8TH EDITION (2023) FUEL GAS
P-2
WALL
ACCESSIBILITY CODE:
FLORIDA BUILDING CODE
BASE
B-j
FINISH SCHEDULE
8TH EDITION (2023) ACCESSIBILITY
FLOOR
VCT-2
LIFE SAFETY & FIRE CODE:
FLORIDA FIRE PREVENTION CODE
8TH EDITION (2023)
Xi SHT
ELEVATION
ELECTRICAL CODE:
NFPA 70 (2020) NATIONAL ELECTRICAL CODE
X
DETAIL TAG
SHT
ARCHITECTURAL DRAWINGS
A0.1
COVER SHEET
A I A
LIFE SAFETY PLAN
A1.2
EXISTING & DEMOLITION FLOOR PLAN
A1.3
PROPOSED FLOOR PLAN
A1.4
REFLECTED CEILING PLAN
A1.5
FINISH & EQUIPMENT PLAN
A2.1
DOOR, WINDOW, AND WALL DETAILS
PLUMBING DRAWINGS
P0.1
PLUMBING NOTES & SCHEDULE
PIA
PLUMBING WATER PLAN
P1.2
PLUMBING SANITARY PLAN
P1.3
PLUMBING GAS PLAN
MECHANICAL DRAWINGS
M0.1
MECHANICAL NOTES & SCHEDULE
M1.1
EXISTING MECHANICAL PLAN
M1.2
PROPOSED MECHANICAL PLAN
M1.3
MECHANICAL ROOF PLAN & DETAILS
ELECTRICAL DRAWINGS
E0.1
ELECTRICAL NOTES & SCHEDULE
E1.1
ELECTRICAL LIGHTING PLAN
E1.2
ELECTRICAL POWER PLAN
E2.1
ELECTRICAL PANEL & DETAILS
STRUCTURAL DRAWINGS
S0.1 STRUCTURAL NOTES & DETAILS
BUILDING ADDRESS:
5440 GALL BOULEVARD,
INTERIOR RENOVATIONS AT AN EXISTING HUNGRY HOWIES RESTAURANT.
ZEPHYRHILLS, FL 33542
CONVERT EXISTING SEATING AREA TO AN ADDITIONAL KITCHEN AND
PREPARATION AREA. BUILDING TO BE USED AS TAKE OUT ONLY AND WILL
JURISDICTION:
PASCO COUNTY / CITY OF ZEPHYRHILLS
HAVE NO INTERIOR DINING AREA.
PARCEL ID:
11-26-21-0010-13200-0270
OCCUPANCY TYPE:
BUSINESS (B)
CONSTRUCTION TYPE:
II-B
TYPE OF WORK:
INTERIOR RENOVATIONS
ALL WORK SHALL COMPLY WITH PREVAILING
PROJECT AREA:
3,131 SQ.FT.
COVES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
FIRE PROTECTION:
FIRE EXTINGUISHER
AND THE CITY OF ZEPHYRHILLS
NON -SPRINKLED
ORDINANCES
NUMBER OF STORIES:
ONE
BUILDING HEIGHT:
MAX 25'
/
REVIEW DATE:
CITY OF ZEPW
BUILDING OFFS
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
AT51
lei
`�`J f.`G N g `•�
110 • w
• W =
�K OF Lu .;
S
ram` �� •• ��Ci `��
��i ASS IOc1P
��
Ilt
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
COVER SHEET
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
AO*
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 LIFE SAFETY PLAN
SCALE:3/16''=1'-0" 1 2 1 CODE CLASSIFICATION AND REQUIREMENTS:
OCCUPANCY CLASSIFICATION
B - BUSINESS
CONSTRUCTION TYPE
II-B
BUILDING AREA
3,131 S.F.
AUTOMATIC SPRINKLER SYSTEM
NO
FIRE -RESISTANCE RATING FOR BLINDING
PRIMARY STRUCTURAL FRAME: 0 HRS
ELEMENTS (HRS)
NONBEARING WALL AND PARTITIONS
EXTERIOR: 0 HR
FIRE-RESISTANT SEPARATION (HRS)
0 HR REQUIRED
0 HR PROVIDED
MAXIMUM AREA OF EXTERIOR WALL
OPENINGS BASED ON FIRE SEPARATION
NO LIMIT
DISTANCE AND DEGREE OF OPENING
PROTECTION
OCCUPANT LOAD
12 OCCUPANTS, SEE TABLE
MINIMUM REQUIREMENT EGRESS WIDTH
REQUIRED = 17 * 0.2" = 3.4"
PROVIDED = 34'' * 4 = 136''
MINIMUM REQUIREMENT OF EXISTS FOR
REQUIRED = 2
EGRESS
PROVIDED = 4
FIRE EXTINGUISHER
HAZARD OCCUPANCY INDUSTRIAL GENERAL
PURPOSE (ORDINARY HAZARD)
MINIMUM RATED SINGLE EXTINGUISHER: A,B,C - 10
MAXIMUM FLOOR AREA FOR
FIRE PROTECTION SYSTEM
EXTINGUISHER: 11,250 SF
NUMBER OF EXTINGUISHERS PROVIDED = 5
EXTINGUISHERS
MAXIMUM TRAVEL DISTANCE TO
EXTINGUISHER = > 75-0"
3 OCCUPANT LOAD CALCULATIONS:
OCCUPANT LOAD CALCULATIONS
TYPE
AREA / NO.
DESCRIPTION
COUNT
KITCHEN/PREP AREA
2,851 S.F.
200 SF PER PERSON
14.26
BUSINESS/SERVING
280
150 SF PER PERSON
1.87
TOTAL
3,131 S.F.
17
4 1 NOTES
- ALL EXIT CORRIDORS AND HALLWAYS ARE TO BE PROVIDED WITH A MINIMUM
OF 1-1/2" HOURS OF EMERGENCY LIGHTING. LIGHTING FACILITIES SHALL BE
ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN THE
AVERAGE OF 1 FT -CANDLE AND, AT ANY POINT, NOT LESS THAN 0.1 FOOT
CANDLE, MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL.
REFERENCE SECTION 7.9.2 NFPA 101 (2021 EDITION) ALL EMERGENCY LIGHTS
AND EXIT SIGNS TO BE EQUIPPED WITH APPROVED BATTERY BACKUP
- FIRE EXTINGUISHERS SIZE, TYPE AND LOCATIONS TO MEET NFPA 10 (2022 ED.)
AND NFPA 30A (2021 ED.).
5 1 MEANS OF EGRESS REQUIREMENTS:
UN -SPRINKLED
PROVIDED
MAX. COMMON PATH OF TRAVEL
75-0"
22'-0"
MAX. DEAD END CORRIDOR
20'-0''
N/A
MAX. TRAVEL DISTANCE TO EXIT
75-0"
27 4'
NUMBER OF EXITS PER STORY
N/A
N/A
MIN. EXIT SEPARATION
1 /2 DIAG.
DIST = 36-5"
41 2"
MIN. WIDTH OF EGRESS STAIRS
44'-0''
N/A
NUMBER OF EXITS FOR OCCUPANT LOAD
2
3
EGRESS STAIR WIDTH/PERSON
0.3''/OCCUP
N/A
EGRESS COMPONENT WIDTH/PERSON
0.2" /OCCUP
< MIN. REQ'D
1 6 1 INTERIOR FINISH REQUIREMENTS:
l . FINISH REQUIREMENTS / OCCUPANCY: FBC TABLE 803.11 (UNSPRINKLED)
2. EXITS: CLASS -A, FLAME SPREAD 01-26; SMOKE
DEVELOPED 0-450
3. EXITS ACCESS: CLASS-B, FLAME SPREAD 26-75; SMOKE
DEVELOPED 0-450
4. OTHER SPACES: CLASS-C, FLAME SPREAD 76-200; SMOKE
DEVELOPED 0-450
7 1 LIFE SAFETY LEGEND:
SYMBOL DESCRIPTION MOUNTING/REMARKS
FE 1 FIRE EXTINGUISHER WALL MOUNTED
TYPE A,B,C -10
FE 2 FIRE EXTINGUISHER WALL MOUNTED
TYPE 1-A : K
MOUNTED ABOVE EXIT DOORS
EXIT EMERGENCY EXIT SIGN W/ 90 MIN. BACKUP (TYP.)
W/ LIGHT *UPGRADE AS REQUIRED*
E_X_l TI
EXIT SIGN CEILING MOUNTED W/ 90 MIN.
BACKUP (TYP.)
----- COMMON PATH OF TRAVEL
- - - - - - - MAX TRAVEL DISTANCE
POINT OF DECISION (COMMON PATH)
1 8 1 ACCESSIBLE EXTINGUISHER:
BRACKET MOUNTED
FIRE EXTINGUISHER
r\
N
ACCESSIBLE EXTINGUISHER
NOTE: FIRE EXTINGUISHERS TO MEET OR EXCEED THE
LATEST NFPA 10 CODE.
o �s
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 1 92169 -
CGC 1521407 - CUC 1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
COATS,��`fffs
e • N
• e LU
Cr
Sl
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO. DATE COMMENTS
SHEET TITLE:
LIFE SAFETY
SHEET INFORMATION:
DRAWN: A.C. SHEET NO.
DATE: 7/22/2024
CHECKED: K.C. Alol
DATE: 7/22/2024
PROJECT NUMBER:
SCALE: INDEX:
AS SHOWN
I I EXISTING & DEMOLITION FLOOR PLAN SCALE: 1/4"=1'-0° 1 2 1 PAGE KEY NOTES
MARK
NOTES
1
BEVERAGE AREA TO BE REMOVED.
2
CUT COUNTERTOP AT CUSTOMER SERVICES AREA FOR NEW OPENING.
3
REMOVE AND REPLACE EXISTING STOREFRONT SECTION. SEE PROPOSED
FLOOR PLAN.
4
-
5
-
6
7
-
8
-
9
-
1 3 1 WALL LEGEND <#>
MARK
NOTES
1
EXITING CMU WALLS WITH 3-5/8" STUD AND
5/8" GYP. BOARD.
2
EXISTING KNEE WALL
3
EXISTING INTERIOR PARTITION WALL
4
EXISTING WALK-IN FREEZER WALL
` .
` + + " om.
t
5
NEW INTERIOR PARTITION WALL
3-5/8" 20GA. METAL STUDS 16" O.C. W/ 5/8"
GYPSUM BOARD EACH SIDE
6
NEW WALK-IN FREEZER WALL BY
MANUFACTURER.
7
-
NOTE:
USE MOISTURE RESISTANCE BOARD IN WET AREAS
4 1 DEMOLITION NOTES
1. THE CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO
COMMENCING ANY WORK ON THE STRUCTURE.
2. THE CONTRACTOR IS TO ACCEPT FULL RESPONSIBILITY FOR THE STABILITY AND
STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES WITHIN AND ADJACENT TO THE
WORKS.
3. THE CONTRACTOR SHALL SUBMIT, AND HAVE AGREED WITH THE ENGINEER, HIS
PROPOSALS FOR TEMPORARY SUPPORTS AD METHOD OF WORKING. THESE ARE TO
INCLUDE ALL NECESSARY CALCULATIONS IF REQUIRED.
4. THE CONTRACTOR IS TO CARRY OUT ALL AGREED PROPPING TO WALLS AND FLOORS
PRIOR TO THE REMOVAL OF ANY WALLS.
5. NO VARIATION IN THE STRUCTURAL DETAILS SHOWN ON THESE DRAWINGS WILL BE
PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER.
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC 1521407 - CUC 1224196 -
C F C 1430334 - F P C 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
�r�ru�rrur r�
0AT S
••.� ''.
NS E
..
•
FLO `
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
EXISTING& DEMOLITION
FLOOR PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
A1,2
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
IN
1 I PROPOSED FLOOR PLAN SCALE: 1/4''= Y-0'' 1 2 1 PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
APPROXIMATE LOCATION OF KITCHEN AND PREP AREA EQUIPMENT.
2
CONTRACTOR TO COORDINATE EXACT LOCATION IN FIELD WITH OWNER
PRIOR TO INSTALLATION.
4"X4" HSS COLUMN FOR ROOF TOP LOAD. CONTRACTOR TO COORDINATE
3
EXACT LOCATION IN FIELD WITH CAPTIEVAIRE TO VERIFY LOCATION IS UNDER
MUA-1 UNIT FOR NEW POINT LOAD ADDED TO ROOF. SEE STRUCTURAL PLAN
FOR DETAILS.
CONTRACTOR TO ADD OSHA COMPLIANT ROOF ACCESS LADDER WITH WITH
CAGED WALKTHROUGH. CONTRACTOR TO FIELD VERIFY EXACT LOCATION IN
4
FIELD WITH OWNER AND HEIGHT OF BUILDING FOR LADDER HEIGHT
REQUIREMENTS.
CONTRACTOR TO PATCH EXISTING DAMAGED DRYWALL AT REAR OF
5
BUILDING. CONTRACTOR TO COORDINATE SCOPE AND COST WITH OWNER
PRIOR TO FINALIZATION OF BID.
6
WALK-IN COOLER SUPPLIED BY OWNER AND INSTALLED BY GENERAL
CONTRACTOR. CONTRACTOR TOO COORDINATE WITH OWNER.
7
-
8
-
9
-
1 3 1 WALL LEGEND <#>
MARK
NOTES
1
EXITING CMU WALLS WITH 3-5/8"STUD AND
5/8" GYP. BOARD.
1
2
EXISTING KNEE WALL
3
EXISTING INTERIOR PARTITION WALL
4
EXISTING WALK-IN FREEZER WALL
+ + + + + + + + + +
5
NEW INTERIOR PARTITION WALL
3-5/8" 20GA. METAL STUDS 16'' O.C. W/ 5/8"
GYPSUM BOARD EACH SIDE
6
NEW WALK-IN FREEZER WALL BYE„t>
MANUFACTURER. (RELOCATED UNIT)`
7
NEW INTERIOR KNEE WALL - 38" MAX. HT.
3-5/8'' 20GA. METAL STUDS 16" O.C. W/ 5/8"
GYPSUM BOARD & FRP FULL HEIGHT
NOTE:
USE MOISTURE RESISTANCE BOARD IN WET AREAS
4 GENERAL FLOOR PLAN NOTES
1. GC MAY SUBSTITUTE ANY MANUFACTURER W/ AN EQUIVALENT. ALL SUBSTITUTIONS
TO BE APPROVED BY THE OWNER.
2. ALL DIMENSIONS AND CONDITIONS SHOULD BE FIELD VERIFIED. THE ENGINEER
SHOULD BE NOTIFIED OF ALL ERRORS, INCONSISTENCIES OR OTHER PROBLEMS
IMMEDIATELY UPON DISCOVERY AND BEFORE PROCEEDING WITH THE WORK.
3. DIMENSIONS ARE TAKEN FROM FACE OF STUD AND COLUMN CENTER LINES
UNLESS NOTED OTHERWISE. CLEAR DIMENSIONS ARE TO FINISHED FACE OF
CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSIONS.
4. GYPSUM BOARD SHALL HAVE CONTROL JOINTS AT 30'-0'' O.C.
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
G®ATS �•
.��
�G 69
_
• 1p* • w
4
•
s a V
a• !`
. U a•
sly„ �)% ••4s ea ea•• � 0�
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PROPOSED
FLOOR PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
A1.3
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I I PROPOSED FLOOR PLAN
SCALE :I/4"=,'-0" 1 2 1 PAGE KEY NOTES RI I
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
EXISTING CEILING IN AREA TO REMAIN.
3
CUT HEADER OVER CUSTOMER SERVICE AREA 6" BELOW EXISTING CEILING
GRID THE ENTIRE SERVICE BAR AREA.
4
CEILING IN WALK-IN COOLER BY MANUFACTURER.
5
CHANGE EXISTING 2X2 CEILING TILES PER LEGEND (TYP.).
NOTE: CONTRACTOR TO PROVIDE OPTION TO OWNER TO PAINT EXISTING
CEILING GRID WHITE.
6
FOR CEILING LIGHT INFORMATION, SEE ELECTRICAL LIGHT PLAN ON SHEET El .l
(TYP.)
7
-
8
-
9
-
3 � WALL LEGEND
EXISTING 2' x 2' CEILING TILE TO REMAIN.
EXISTING 2' x 2' ACOUSTICAL CEILING GRID. REPLACE
EXISTING TILES WITH DURACLEAN SMOOTH WHITE TILES
(FOOD GRADE & FIRE RATED).
Ell
EXISTING 2 x 2 LED RECESSED LIGHT FIXTURE
OQ
EXISTING LED CAN LIGHT FIXTURE
EXISTING 2 X 2 LED RECESSED LIGHT FIXTURE TO BE
REMOVED.
HT.
CEILING HEIGHT TAG FROM FFE
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC 1521407 - CUC 1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
\GOATS
�I
�N\ ••Neeee•
� .•GIN S E •'•• �c `'.
•
� i•V ��g • s
4L •
sL.0
1
of
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PROPOSED
CEILING PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
Al • 4
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I FINISH & EQUIPMENT PLAN SCALE: 1/4''=1'-0° 1 2 1 PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
-
3
-
4
-
5
-
6
-
7
-
8
-
9
-
4 1 FINISH SCHEDULE
SYMBOL
MATERIAL
REMARKS
WALL
W-1
PAINT
SHERWIN WILLIAMS - COLOR SELECTED BY OWNER
W-2
FRP
FRP PANELS IN KITCHEN AREA INSTALLED FULL HEIGHT
W-3
STAINLESS
STAINLESS STEEL BACKSPLASH UNDER HOOD AREA
W-4
TILE
EXISTING SERVICE COUNTER: SUBWAY TILE FINISH TO
REMIAN
BASE
B-1
TILE
EXISTING TILE BASE COVE TO REMAIN
FLOOR
F-1
TILE
EXISTING TILE (PATCH AND REPAIR AS NEEDED)
5 1 EQUIPMENT SCHEDULE ###
NO
QTY
MODEL
DESCRIPTION
101
6
-
NATURAL GAS DEEP FRYER
102
1
-
TYPE 1 HOOD BY ECON-AIR
103
1
-
ANSUL SYSTEM
104
1
-
BREADING STATION
105
2
-
18'' HAND SINK
106
1
-
CHEST FREEZER
107
1
-
REFRIGERATOR, REACH -IN
108
2
-
72" WORK TABLE
109
1
-
REFRIGERATOR, REACH -IN, GLASS DOOR
110
1
-
WALK IN COOLER (EXISTING/RELOCATED)
1 1 1
1
-
SINK, 3 COMP 96"
112
1
-
SINK, 1 COMP 48"
113
1
-
PRERINSE FAUCET
114
1
-
DRAIN, LEVER HANDLE
115
2
-
36" WALL MOUNTED SHELF
® ®AIIIIIIIIIIIIII�
Lff &I
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC1430334 - F PC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
``011111111111
�, G v ATS
.�� 'tN •'• N S E •'•• •
GJ `
-
_
W
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
FINISH &
EQUIPMENT PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
/�
CHECKED: K.C.
DATE: 7/22/2024
,�••1�`
� • 5
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I I DOOR SCHEDULE 2 1 STOREFRONT SCHEDULE:
r.iG\ni ci
DOOR NUMBER
DOOR TYPE
FRAME TYPE
PROVIDED BY
INSTALLED BY
SIZE
MATERIAL
GLAZING
JAMB DETAIL
HARDWARE
REMARKS
DO]
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EXT. ALUMINUM/GLASS STOREFRONT DOOR TO REMAIN
D 02
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EXT. ALUMINUM/GLASS STOREFRONT DOOR TO REMAIN
D 03
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EXISTING INTERIOR DOOR TO REMAIN
D 04
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EXISTING INTERIOR DOOR TO REMAIN
D 05
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EX.
EXT. ALUMINUM/GLASS STOREFRONT DOOR TO REMAIN
MARK
PROVIDED BY
INSTALLED BY
SIZE
MATERIAL
GLAZING
REMARKS
w— 1
G.C.
G.C.
GLASS/ALUMINUM
TEMPERED/IMPACT
WIN[Dow ON
NOTE:
STOREFRONT CONTRACTOR TO FIELD MEASURE AND VERIFY WINDOW DIMENSIONS PRIOR TO ANY FABRICATION AND INSTALLATION. SIZES PROVIDED ARE APPROXIMATE.
HANDICAP ACCESSIBLE GUIDELINES:4.27.4 OPERATION CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.
THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N).
5 KNEE WALL DETAIL 3 1 STOREFRONT NOTES 4 STOREFRONT TYPES
STOREFRONT GENERAL NOTES:
STONE WALL CAP OR 1. PROVIDE SAFETY GLAZING (TEMPERED) AS REQUIRED BY FLORIDA
APPROVED EQUAL BY OWNER BUILDING CODE (FBC) SECTION 2405.
2. CONTRACTOR SHALL PROVIDE FLORIDA PRODUCT APPROVAL
SUBMITTALS FOR THE FOLLOWING BUILDING COMPONENTS. 4-12
3-5/8" TOP TRACK 2.1. EXTERIOR HOLLOW METAL DOORS
2.2. STOREFRONT SYSTEMS EXISTING
STOREFRONT
3. STOREFRONT ALUMINUM FINISH TO BE CLEAR ANODIZED. TO REMAIN
3-5/8" METAL STUDS 16" O.C.
4. CONTRACTOR TO PROVIDE (3) COPIES FOR REVIEW AND SUBMITTALS
TO THE LOCAL JURISDICTION. f-
5/8" GYP BOARD EA. SIDE o
MOISTURE RESISTANT FINISHED
W/ FRP PANELS
0
CLARKDIETRICH PONY WALL N
FINISH
BRACING EVERY 48" O.C. FLOOR
TYPE W-1(NEW SLIDING WINDOW)
3-5/8" BOTTOM TRACK TAPCON
TO EX. CONC. EVERY 12" O.C.
F
NTERIOR PARTITION WALL TYPE 1 DETAIL 7 INTERIOR PARTITION WALL TYPE 2 DETAIL 8 FRAMING NOTES 9 FLORIDA PRODUCT APPROVAL LIST
NOTES:
l . FRAMING MATERIALS
1.1. STUDS AND TRACKS: ANSI ASTM C645: GALVANIZED SIZES AND SHAPES AS
SHOWN ON THE DRAWINGS. PROVIDE 20 GA. C STUDS (3-5/8") UNLESS NOTED
OTHERWISE.
1.2. BACKING: GALVANIZED SHEET METAL, 20 GA.
1.3. FURRING CHANNELS: 20 GA., 7/8" HAT SHAPED FORMED STEEL.
STEEL CHANNEL 20 GA. GALV. STEEL CHANNEL 2. GYPSUM BOARD MATERIALS
FASTEN 24" O.C. MAX. 2.1. GYPSUM BOARD: ANSI/ASTM C36: FIRE ASSEMBLIES UL RATED: 5/8" THICK,
ENDS SQUARE CUT, TAPERED EDGES.
D "T I K ND
APPROVED PRODUCTS LIST
PRODUCT CATEGORY
SUB —CATEGORY
MANUFACTURER
APPROVAL #
WINDOW
PASS —THROUGH
READY ACCESS
FL5102.3
2.2. MOISTURE RESISTANT GYPSUM BOAR .ANSI/ASTM C630. 5/8 H C , E S
EXTEND WALL TO UNDERSIDE OF
SQUARE CUT, TAPERED EDGES.
EX. ROOF DECK (OR) INSTALL
2.3. MOISTURE RESISTANT GYPSUM BOARD: ANSI/ASTM C630: 5/8" THICK, ENDS
EXTEND WALL TO UNDERSIDE OF
KICKERS 5-0" O.C. MAX.
SQUARE CUT, TAPERED EDGES.
EX. ROOF DECK.
NOTE: GWB TO STOP 4'' DROP
3. ACCESSORIES
CEILING OR TO UNDERSIDE OF
FOR CEILING INFORMATION SEE
3.1. SEALANT: NON -HARDENING PERMANETLY RESILIENT AND NON -SKINNING, FOR
ROOF DECK. SEE FLOOR PLAN.
RCP
USE IN CONJUNCTION WITH GYP BOARD.
3.2. CORNER BEADS: METAL
3.3. JOINT MATERIALS: ANSI/ASTM C475: REINFORCING TAPE, JOINT COMPOUND,
ADHESIVE, WATER, FASTENERS.
3.4. TEXTURE MATERIALS: SPRAY APPLIED LIGHT TO MEDIUM FINE TEXTURE.
5/8" GYP. BOARD EA. SIDE. SEE
5/8" GYP. BOARD EA. SIDE. SEE
3.5. FASTENERS: TYPE S SELF TAPPING SCREWS IN SIZE AND SPACING AS REQUIRED
FLOOR PLAN.
FLOOR PLAN.
BY FBC, OR UL RATED SYSTEM,
NOTE: GWB TO STOP 4" ABOVE
4. INSTALLATION
DROP CEILING U.N.O.
4.1. INSTALL METAL STUDS AND ACCESSORIES IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATION AND RECOMMENDED INDUSTRY
PRACTICES.
4.2. ALIGN WALL ASSMEBLIES TO A TOLERANCE OF ONE IN 200 HORIONTALLY AND
ONE IN 500 VERTICALLY.
4.3. PROVIDE THREES STUDS AT CORNERS, AND DOUBLE STUDS AT WALL
OPENINGS.
4.4. COORDINATE WITH OTHER TRADES FOR PROPER LOCATIONS, SIZES,
THICKNESS, AND ATTACHING REQUIREMENTS OF BACKING/BLOCKING.
OPTIONAL BLANKET INSULATION
OPTIONAL BLANKET INSULATION
4.5. COORDINATE WITH OTHER TRADES PIPES, DUCTS, CONDUITS WHICH ARE TO BE
FOR SOUND PROOFING. SEE
FOR SOUND PROOFING. SEE
CONCEALED WITH WALL ASSEMBLIES.
FLOOR PLAN.
FLOOR PLAN.
4.6. EDGES OF DOOR IS LOCATED 4" OFF ADJACENT WALL EXCLUSIVE OF FAME.
ALL OTHER DOOR OPENINGS ARE LOCATED TO ONE SIDE OF ROUGH
OPENING, FRAME EXCLUSIVE.
4.7. GENERAL PLAN DIMENSIONS ARE FROM FINISH WALL SURFACE TO FINISH WALL
SURFACE. AT CORRIDORS AND CRITICAL CLEAR DIMENSIONS WHERE
3 %" 20 GA. STEEL STUDS AT 16''
3 A' 20 GA. STEEL STUDS AT 16"
DIMENSIONS IS FROM FACE TO FINISHED GYPSUM BOARD ON SIDE WHERE
O.C. (U.N.O.)
O.C. (U.N.0.)
CLEAR DIMENSION MUST BE HELD.
20 GA. GALV . STEEL CHANNEL
20 GA. GALV . STEEL CHANNEL
FASTEN TO SLAB AT 24" O.C.
FASTEN TO SLAB AT 24" O.C.
EX. FLOOR SLAB
CONCRETE FLOOR
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC1430334 - FPC15-4000052
PROJECT INFORMATION:
CLIENT:
R►CHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS
i
.....E ��'•. ��i
�o-- ,r_
� O ...
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
DOOR, WINDOW,
AND WALL DETAILS
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
A201
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
0
w
V)
Q
m
c�
z
I I PLUMBING GENERAL NOTES 1 2 1 PLUMBING GENERAL NOTES 1 6 1 PLUMBING SCHEDULE I
1. ALL WORK UNDER THIS DIVISION WITH THE CODES AND STANDARDS AS LISTED ON
THE PROJECT DRAWINGS AND TO OTHER PERTINENT CODES MADE A PART OF SUCH
CODE BY REFERENCE.
2. TO THE BEST OF THE ENGINEERS KNOWLEDGE, THE PLANS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY
STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH
SECTION 110.8.4.4 OF THE FLORIDA BUILDING CODE AND 633 FLORIDA STATUES.
3. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE PLUMBING SYSTEM
COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION
OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH
THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND
SIMILAR CERTIFIED DATA. PLANS SHALL NOT BE SCALED.
4. NOTIFY THE ENGINEER OR HIS AUTHORIZED REPRESENTATIVE OF ANY DAMAGE TO
THE EXISTING INSTALLATION BEFORE PROCEEDING WITH WORK.
24. ALL SANITARY, VENT AND WATER PIPING SHALL BE TESTED BEFORE CONCEALED IN
ANY WAY. ALL JOINTS SHALL BE MADE DRIP TIGHT BEFORE BEING CONCEALED.
DOMESTIC WATER PIPING SHALL BE TESTED AT 1-1 /2 TIMES OPERATING PRESSURE OR
100 PSI, WHICH EVER IS GREATER.
25. DISINFECT POTABLE WATER SYSTEM PER THE FBC. PROVIDE DOCUMENTATION IN THE
CLOSE OUT DOCUMENTS.
26. PIPING TO THE INLET OF A WATER HEATER AND PIPING CONVEYING WATER HEATED
BY A WATER HEATER SHALL BE INSULATED IN ACCORDANCE WITH SECTION C404.4
OF THE FLORIDA BUILDING CODE, ENERGY CONSERVATION.
1 3 1 CODE CRITERIA
5. WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM, ALL PLUMBING WORK
IN THAT SPACE SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-70 (NED) AS IT NOTE:
RELATES TO THAT APPLICATION. THE USE OF PVC WITHIN THE PLENUM IS STRICTLY ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE FIRE
PROHIBITED. COORDINATE WITH OTHER INSTALLERS TO PREVENT THE INSTALLATION MARSHALL'S RULE. THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT
OF PROHIBITED MATERIALS. MAY OR MAY NOT APPLY TO THIS PROJECT.
6. SUBMIT SHOP DRAWINGS OF ALL FIXTURES AND MATERIALS FOR REVIEW BY OWNER.
INSTALL AND TEST ALL REQUIREMENT AND MATERIALS IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. SUBMIT DRAWINGS
AND CUT SHEETS FOR ALL PRODUCTS ALL AT ONE TIME. INDEX ALL ITEMS TO THE
PROJECT MANUAL OR DRAWINGS AS APPLICABLE. SHOP DRAWINGS THAT DEVIATE
FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL
DIFFERENCES IN A COVER LETTER ATTACHED TO TOP OF T5HE SUBMITTAL.
7. PIPING AND OTHER ITEMS OF THE PLUMBING SYSTEM SHALL BE SUPPORTED DIRECTLY
FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING, CEILING SUSPENSION
SYSTEM, DUCTWORK, PIPING, OR ELECTRICAL SYSTEMS.
8. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND CONTENTS OF
THE PIPING HANGERS AND STRAFING MATERIALS SHALL BE OF APPROVED MATERIALS
THAT WILL NOT PROMOTE GALVANIC ACTIONS. PROVIDE PIPE SADDLES BELOW
INSULATED PIPES.
9. HANGERS AND ANCHORS SHALL BE ATTACHED TO THE BUILDING CONSTRUCTION IN
AN APPROVED MANNER.
10. PROVIDE ALL OFFSETS AND FITTINGS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM.
MAKE CONNECTION TO SITE UTILITIES. COORDINATE WITH SITE UTILITY CONTRACTOR
AS REQUIRED.
11. CONCEAL PIPING ABOVE CEILING, WITHIN WALL OR CHASES OR AS SPECIFICALLY
NOTED.
12. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. IF
PIPING IS NOT AVAILABLE CHROME PLATED, PIPING SHALL BE PAINTED WITH
CHROME COLORED PAINT.
13. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS,
ECT.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY
ELECTRICAL DEVICES.
14. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED
CARRIERS.
15. PRIOR TO ANY EXCAVATION OR DEMOLITION, THE CONTRACTOR SHALL
COORDINATE HIS WORK WITH OTHER TRADES.
16. THE LOCATIONS OF ALL CLEANOUTS, VALVES, GAUGES, ECT. SHALL BE LOCATED FOR
ACCESS AND/OR SERVICE IN REFERENCE TO THE FINISHED BUILDING. REFER TO THE
DRAWINGS FOR APPLICABLE DETAILS. WALL CLEANOUT SHALL BE 18" A.F.F.
17. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ROUGHING
DIMENSIONS OF ALL PLUMBING FIXTURES, DRAINS, ECT.
18. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL CONNECTIONS OR DISSIMILAR
METALS (SUCH AS COPPER TO GALVANIZED STEEL,)
19. WASTE AND SOIL PIPING SHALL BE PVC TYPE DWV AND SHALL CONFORM TO ONE
OF THE FOLLOWING STANDARDS: ASTM D 2665, ASTM D 2949 OR CSA B181.2. FITING
SHALL BE PVC AND SHALL CONFORM TO ONE OF THE FOLLOWING STANDARDS:
ASTM D 2665, ASTM D 3311 OR ASTM F 1866. JOINTS SHALL BE SOLVENT CEMENTING.
A PURPLE PRIMER THAT CONFORMS TO ASTM F 656 SHALL BE APPLIED TO JOINT
SURFACES (CLEAN AND FREE FROM MOISTURE). SOLVENT CEMENT NOT PURPLE IN
COLOR AND COFMING TO ASTM D 2564 OR CSA B137.3 SHALL BE APPLIED TO ALL
JOINT SURFACES. JOINTS SHALL BE IN ACCORDANCE WITH ASTM D 2855. SLOPE ALL
SANITARY PIPING 3" TO 6" AT A MINIMUM SLOPE OF g' PER FOOT
20. HOT AND COLD WATER PIPING SHALL BE CPVC AND SHALL CONFORM TO NSF 61
AND ONE OF THE FOLLOWING STANDARDS, ASTM B 75, ASTM B 88, ASTM B 251, OR
ASTM B 447. FITTINGS SHALL BE COPPER OR COPPER ALLOY AND SHALL CONFORM
TO NSF 61 AND ONE OF THE FOLLOWING STANDARDS ASME B16.15, ASME B16.18,
ASME B16.23, ASME B16.23, ASME B16.26 OR ASME B16.29. SOLDERED JOINTS SHALL
BE MADE IN ACCORDANCE WITH THE METHODS OF ASTM B828. THE JOINING OF
WATER SUPPLY SHALL BE 95 LEAD FREE SOLDER AND THE SOLDER SHALL CONFORM
TO ASTM B 32.
21. PROVIDE VALVES WHERE INDICATED ON PLAN AND NECESSARY FOR PROPER
SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125
PSI OR GREATER WORKING PRESSURE IN WATER PIPING. PROVIDE LEAD FREE BRONZE
VALVES. BALL VALVES SHALL BE TWO-PIECE BODY, FULL PORT, WITH STAINLESS STEEL
BALL.
22. SLOPE ALL SANITARY PIPING 3" TO 6" AT A MIN. SLOPE OF 1 /8" PER FOOT. ALL
SANITARY PIPING 2-1/2" AND SMALLER SHALL BE SLOPED AT A MIN. OF 1 /4" PER
FOOT.
23. ALL EXPOSED PIPING UNDER ACCESSIBLE LAVATORIES SHALL BE INSULATED WITH
PROTECTIVE UNDER -SINK PIPE COVER AND PLUMBING ENCLOSURES AS
MANUFACTURE SPECIFICATIONS.
- FLORIDA BUILDING CODE (FBC), EIGHTH EDITION (2023) - ALL SECTIONS
- FLORIDA BUILDING CODE (FBC), EIGHTH EDITION (2023) - PLUMBING
- FLORIDA FIRE PREVENTION CODE 2023
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA):
- NFPA-70 (2020) NATIONAL ELECTRICAL CODE
NFPA-72 (2019) NATIONAL FIRE ALARM CODE
- NFPA-90A (2021) STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND
VENTILATING SYSTEMS
NFPA-90B (2021) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND
AIR CONDITION SYSTEMS
AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS,
INC (ASHRAE):
- ASHRAE GUIDELINES 4-2019 - PREPARATION OF OPERATING AND MAINTENANCE
DOCUMENTATION FOR BUILDING SYSTEMS
- ASHRAE STANDARD 62.1-2019 AND APPROVED ADDENDA - VENTILATION FOR
ACCEPTABLE INDOOR AIR QUALITY
- ASHRAE STANDARD 126-2020 - METHOD OF TESTING HVAC AIR DUCTS
- ASHRAE STANDARD 180-2018 -STANDARD PRACTICE FOR INSPECTION AND
MAINTENANCE OF COMMERCIAL BUILDING HVAC SYSTEMS
4 1 ABBREVIATIONS
SYMBOL DESCRIPTION
AFF
ABOVE FINISHED FLOOR
CFM
CUBIC FEET PER MINUTE
CO
CLEAN OUT
BLDG
BUILDING
DIA
DIAMETER
ELEV
ELEVATION
EQUIP
EQUIPMENT
GPM
GALLON PER MINUTE
PVC
POLYVINYL CHLORIDE PIPE
FLEX
FLEXIBLE
GALV
GALVANIZED
VTR
VENT THRU ROOF
5 1 PLUMBING LEGEND & SYMBOLS
H W H W H W H W
n
COLD WATER (CPVC)
HOT WATER (CPVC)
SANITARY SOIL & WASTE (PVC)
SANITARY SOIL & VENT (PVC)
GAS LINE (BLACK IRON)
PIPE DROP
PIPE RISE
HANGER SPACING
MAXIMUM HORIZONTAL
MAXIMUM HORIZONTAL
PIPING MATERIAL
SPACING (FEET)
SPACING (FEET)
COPPER OR COPPER -ALLOY
TUBING 1-1/4" DIAMETER
6
10
AND SMALLER
COPPER OR COPPER -ALLOY
TUBING 1-1/2" DIAMETER
10
10
AND LARGER
PVC PIPE
4
10
PLUMBING SCHEDULE
MARK
QTY
ORDER
BY
SUPPLIED
BY
INSTALL
BY
DESCRIPTION
MANUFACTURER
MODEL #
FAUCET
WATER SUPPLY
DRAIN
COMMENTS
P1
2
OWNER
OWNER
G.C.
HAND SINK
ATOSA USA, INC.
MRS-HS-18(W) (OR EQUAL)
INCLUDED
2' HOT AND COLD
2"
INSTALL PER MANUFACTURER
P2
1
OWNER
OWNER
G.C.
THREE (3) COMPARTMENT SINK
ATOSA USA, INC.
MRSB-3-D (OR EQUAL)
T&S 5PR-8W 12
2' HOT AND COLD
2"
INSTALL PER MANUFACTURER
P3
1
OWNER
OWNER
G.C.
COMPARTMENT (1) SINK
ATOSA USA, INC.
MRSA-11 (OR EQUAL)
T&S 5PR-8W12
2' HOT AND COLD
2"
INSTALL PER MANUFACTURER
P4
1
EX.
EX.
EX.
GREASE TRAP
EXISTING
EXISTING
-
-
-
EXISTING +/- 1,000 GALLON CONCRETE TANK OUTSIDE OF BLDG.
P5
1
EX.
EX.
EX.
WATER HEATER
EXISTING
EXISTING
-
EXISTING
-
EXISTING GAS WATER HEATER OUTSIDE OF BLDG.
P6
1
EX.
EX.
EX.
MOP SINK
EXISTING
EXISTING
-
EXISTING
EX.
EXISTING MOP SINK TO BE UTILIZED
P7
1
G.C.
G.C.
G.C.
MOP SINK
PROFLO
PFMB2424 (OR EQUAL)
PF1 119
HOT AND COLD
3"
INSTALL PER MANUFACTURER
F.S.
2
G.C.
G.C.
G.C.
FLOOR SINK
ZURN
FD2376-NH3-H (OR EQUAL)
-
-
3"
12"X12" FLOOR SINK FOR 3 COMPARTMENT SINK
F.D.
2
G.C.
G.C.
G.C.
FLOOR DRAIN
ZURN
ZN415-2NL-5B-P (OR EQUAL)
-
-
3"
3" PUSH ON FLOOR DRAIN
AM �®
fiff AV
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
C F C 1430334 - F P C 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
```�1� i 1l I I I►I //4
Go ATS
�� E ••.. ��
.` •.• NS
.�co.• •. ��
:. • --
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PLUMBING
NOTES & SCHEDULE
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
Po . 1
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 PLUMBING WATER PLAN
SCALE: 1 /4" = l'-0"
2 PAGE KEY NOTES ❑#
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
NEW WATER LINE CONNECT TO EXISTING WATER LINE ABOVE CEILING. FIELD
2
VERIFY EXACT LOCATION IN FIELD.
NEW HOT WATER LINE CONNECT TO EXISTING HOT WATER LINE ABOVE
3
CEILING. FIELD VERIFY EXACT LOCATION IN FIELD.
EXISTING GAS WATER HEATER. CONTRACTOR TO INSTALL PROTECTIVE
ANTI -THEFT CAGE AROUND HEATER. CONTRACTOR TO COORDINATE WITH
4
OWNER PRIOR TO ORDERING AND INSTALLING CAGE FOR CORRECT SIZE
AND LOCATION.
5
-
6
-
7
8
-
9
-
1 3 1 PLUMBING WATER ISOMETRICS SCALE: N.T.S.
3/4"
3/4"
/ I
3 3/4'' /
/ 3/4"
1/2°1 I
}, 1/2"
2
II
I�
i
Pl
3/4" I
i
3/4' j
3/4"
3/4" / I
1/2"
1/2"
/
3/4"
/
I
1/2"
3/4''
1/2"
3/4"
1 /2"
P7
1/2"I
1/2"
i
1/2" I
P3
1
\
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC 1521407 - CUC 1224196 -
CFC1430334 - FPC15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
t%%J11111111/1��`
G®ATS
••NSE '•.
�� •. �.
J
— - UJ
cfr
•�'•
i F LO
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PLUMBING
WATER PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
pI
•
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 PLUMBING WATER PLAN SCALE: 1/4" 1'-0"
2 PAGE KEY NOTES
=
6a p
sQ
a
ag'
®a
a�
a
.a
as
a
®a P6
s®
e
a
A
as
P4 °� a
a.
�p
p
as
as
a
ao
a
a
a
�p
I I
1/7
AREA NOT IN PROJECT SCOPE 2 P7
F.S. F.S.
O O O
O
a Pl
F.D.
F.D.
2'
2'
V.T.R.
3 PLUMBING SANITARY ISOMETRICS SCALE: N.T.S.
O
0
0
o
P7
0 l /
/ 2"
e
4„
P 1
4"
❑ ❑ - r I
P3
F.D.
2'
o � ` 2"i
4'
ml I
Pl
4"
2
4"
F.D.
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
CONNECT TO EXISTING 4" GREASE STUB -UP PER AS -BUILT PLANS. 4" SANITARY
PIPING CONNECTED TO EXISTING CONCRETE GREASE TRAP.
3
-
4
-
5
-
6
-
7
-
8
-
9
-ojilillfilill
ENGINEERING &CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC] 5-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
9a s r F~� S E � • 4L
ram' � Oj % s
•A��
P 1
1 PLUMBING GAS PLAN
SCALE : N.T.S. PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
EXISTING GAS CONNECTION TO UNIT. FIELD VERIFY EXACT CONNECTION AND
SIZE IN FIELD. FIELD VERIFY EXISTING METER AND REGULAR IN FIELD AND
CONTACT GAS SUPPLIER AS NECESSARY.
3
CONNECT TO EXISTING GAS LINE WITH NEW 2" SCH40 BLACK IRON GAS PIPE.
SUPPORT FROM CEILING 6' ON CENTER, MAXIMUM SPACING.
TOTAL APPROXIMATE LENGTH = 75-0", 900,000 BTUH
4
CONNECT TO EQUIPMENT WITH FLEXIBLE HOSE CONNECTIONS PER DETAIL.
COORDINATE WITH EQUIPMENT MANUFACTURER SPECIFICATIONS AND
LOCATIONS. (TYP.)
5
-
6
-
7
-
8
-
9
-
3
FLEXIBLE GAS
CONNECTION SCHEMATIC
MECHANICAL VALVE
NOTE:
FURN. BY COOKING
UTILIZE DORMONT CONNECTION
EQUIPMENT F.P. CONTR.
EQUIPMENT OR APPROVED EQUAL
INSTALLED BY PLBG.
CONTR. 1'-0" ABOVE
CEILING
RELEASE & CABLE BY COOKING
EQUIPMENT FIRE PROTECTION
CONTR. MOUNT ALONG WALL OR
rA
AT COLUMN
GAS COCK
DORMONT SSG-1675-BPQ- 3/4'' STAINLESS
STEEL FLEXIBLE CONNECTOR 5-0" LONG
(SEE SPEC.)
DORMONT MODEL RDC-60 48''
LONG RESTRAINING DEVICE
WOOD BLOCKING FOR
DRY WALL ONLY
1 4 1 PLUMBING GAS ISOMETRICS SCALE: N.T.S.
2" G
3 2'' SHUT
OFF VALVE
2" G
,,J
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC 1521407 - CUC 1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
co ATS
..... d
S E •••N
4009
add �� •Osa.aaaaa°a �/ ��
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PLUMBING
GAS PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
PI • 3
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 MECHANICAL GENERAL NOTES
3 1 CODE CRITERIA
0
MECHANICAL SCHEDULE
1.
PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE MECHANICAL
NOTE:
SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL
ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE
FIRE MARSHALL'S RULE. THIS LIST IS NOT INCLUSIVE OF ALL CODES AND
ROOFTOP UNIT SCHEDULE
LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN
STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT.
COORDINATION WITH THE WORK OF OTHER TRADES. THE USE OF MANUFACTURER'S
EVAPORATOR SECTION
HEATER
ELECTRIC
UNIT
UNIT
SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. PLANS SHALL NOT BE SCALED.
- FLORIDA BUILDING CODE (FBC), EIGHTH EDITION (2023) - ALL SECTIONS
PLAN
MANUF.
MODEL #
TOTAL
SENS.
WEIGHT
EFF.
NOTES
- FLORIDA BUILDING CODE (FBC), EIGHTH EDITION (2023) ENERGY
MARK
SUPPLY
OSA CFM
E.A.T
L.A.T
COOLING
COOLING
HEATER
ELECTRIC
(LBS.)
(IEER)
2.
WHERE THE CEILING SPACE IS USED AS A RETURN AIR PLENUM, ALL ELECTRICAL
CONSERVATION SOFTWARE: ENERGY GAUGE SUMMIT VERSION 8.00
CFM
(DB/WB)
(DB/WB)
(BTUH)
(BTUH)
(KW)
V/•
WORK IN THAT SPACE SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-70 (NEC)
FLORIDA FIRE PREVENTION CODE 2023
RTU-1
EXISTING
EXISTING
+/- 10,000
800
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
208/3
EXISTING
EXISTING
1
AS IT RELATES TO THAT APPLICATION. EXPOSED WIRE SHALL BE PLENUM RATED. THE
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA):
MUA-2
CAPTIVEAIRE
Al-15D-MPU
1,980
-
91/77
75/69.1
60,000
33,500
-
-
1088
-
2
USE OF PVC WITHIN THE PLENUM IS STRICTLY PROHIBITED. COORDINATE WITH OTHER
- NFPA-70 (2020) NATIONAL ELECTRICAL CODE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
INSTALLERS TO PREVENT THE INSTALLATION OF PROHIBITED MATERIALS.
- NFPA-72 (2019) NATIONAL FIRE ALARM CODE
NOTES:
- NFPA-90A (2021) STANDARD FOR THE INSTALLATION OF
1. EXISTING ROOFTOP UNIT TO REMAIN, FIELD VERIFY EXISTING CONDITIONS
AIR-CONDITIONING AND VENTILATING SYSTEMS
2. COORDINATE WITH CAPTIVEAIRE SHOP DRAWINGS FOR INSTALLATION INFORMATION AND DETAILS
3.
DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL
_ NFPA-90B (2021) STANDARD FOR THE INSTALLATION OF WARM AIR
BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE
HEATING AND AIR CONDITION SYSTEMS
CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF AIR DEVICES
WITH ELECTRICAL, ENGINEER, FIRE PROTECTION AND PLUMBING WORK. AIR DEVICES
AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING
FAN SCHEDULE
ENGINEERS, INC (ASHRAE):
SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS.
- ASHRAE GUIDELINES 4-2019 - PREPARATION OF OPERATING AND
MARK
AREA SERVED
TYPE
CFM
HP
FLA
R.P.M.
VOLTS/PH
SONES
MANUFACTURER & MODEL NO.
NOTES
MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS
KEF-2
KITCHEN
ROOF TOP
2,200
2.0
8.3
1 151
208 / 3
13.7
CAPTIVEAIRE DU 180HFA
1
4.
ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE
- ASHRAE STANDARD 62.1-2019 AND APPROVED ADDENDA - VENTILATION
-
-
-
-
-
-
-
-
-
-
LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY
FOR ACCEPTABLE INDOOR AIR QUALITY
WITH THE LATEST "NFPA" 90A REQUIREMENTS. ALL DUCTWORK SHALL BE LEAK TESTED
- ASHRAE STANDARD 126-2020 - METHOD OF TESTING HVAC AIR DUCTS
NOTES:
IN ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE COMPLETED
- ASHRAE STANDARD 180-2018 - STANDARD PRACTICE FOR INSPECTION
1. COORDINATE WITH CAPTIVEAIRE SHOP DRAWINGS FOR INSTALLATION INFORMATION AND DETAILS
AND MAINTENANCE OF COMMERCIAL BUILDING HVAC SYSTEMS
BY THE TEST AND BALANCE COMPANY, DUCTS WITH A LEAKAGE RATE MORE THAN
2% WILL BE REJECTED.
AIR DEVICE SCHEDULE
FABRICATED DUCTWORK TO THE FOLLOWING DUCT PRESSURE CLASS:
MARK
DESCRIPTION
FACE SIZE
NECK
MATERIAL
MANUFACTURER & MODEL NO.
NOTES
DUCT PRESSURE CLASS OPERATING PRESSURE
4
ABBREVIATIONS
A
LOUVERED FACE RETURN GRILLE
24"x24"
SEE PLAN
ALUMINUM
VENT -AIR FILTER GRILLE
1,2
2" W.G. UP TO 2" W.G.
B
LOUVERED FACE SUPPLY DIFFUSER
24' x 24"
SEE PLAN
ALUMINUM
VENT 1-AIR-HT3D081
1,2
1" W.G. OVER z" UP TO 1" W.G.
_
-
-
-
-
-
SYMBOL DESCRIPTION
NOTES:
DUCTWORK SHALL BE SEALED TO:
AFF ABOVE FINISHED FLOOR
1. COORDINATE SURFACE FINISHES WITH OWNER.
AHU AIR HANDLING UNIT
2. SUPPLY COMPLETE FACTORY INSTALLED 1 /2" THICK FOIL BACKED INSULATION.
APPLICABLE DUCT PRESSURE CLASS SEAL CLASS
2" W.G. AND BELOW A
BTU BRITISH THERMAL UNIT
BLDG BUILDING
5.
ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.
CFM CUBIC FEET PER MINUTE
FLEX DUCT
OUTSIDE AIR CALCULATIONS
DIA DIAMETER
6.
SUPPLY AND EXHAUST AIR DUCTWORK SHALL BE DUCT BOARD (MINIMUM INSTALLED
ELEV ELEVATION
OCC. FACTOR
AHRAE 62 VALUES PER
SPACE
SPACE
SCHEDULE
R = 6.0). SEAL ALL DUCT JOINTS WITH HARDCASE. DUCT INSULATION SHALL BE
)
EQUIP EQUIPMENT
CLASSIFICATION
OCCUPANCY/ 1000
TABLE 6-1
AREA (SQFT)
LOAD
(PERSONS)
OUTDOOR AIR REQUIRED
(CFM)
OUTDOOR AIR
SUPPLIED(CFM)
CFM
FLEX SIZE
LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE.
EA EXHAUST AIR
SQFT. (PERSONS)
Rp
Ra
Az
Pz
0 - 50
• •••
EF EXHAUST FAN
51 - 100
• •••
KITCHEN
20
7.5
0.12
2800
56
756
800
7.
ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE. PROVIDE A ONE FOOT
FLEX FLEXIBLE
101 - 200
• •••
LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND
GALV GALVANIZED
201 - 400
• • •»
BALANCE AGENCY IN THE IDENTIFYING ALL DAMPERS. IN AREAS WHERE THE FINAL
RA RETURN AIR
- 600
• • •••
TOTAL
2800
56
756
800
DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE
SA SUPPLY AIR
NOTE:
601
01 - 900
• • •••
POWER BALANCING DAMPERS AS MANUFACTURED REQUIRED FOR A COMPLETE
T THERMOSTAT
REQUIRED OUTDOOR VENTILATION AIR VALUES TAKEN FORM ASHRAE 62, TABLE 6-1.
901 - 1,300
• • •»
TYP TYPICAL
VENTILATION BREATHING ZONE FORMULA: Vbz = Rp * Pz + Ra * Az
AND OPERATIONAL SYSTEM. (PROVIDE MANUAL REMOTE CABLE CONTROLS EQUAL
VD VOLUME DAMPER
Pz = OCCUPANCY FACTOR * SPACE AREA
TO YOUNG REGULATOR MODEL 830ACC/270-896. ACCESS TO END OF CABLE TO BE
FLUSH IN CEILING NEATLY CONCEALED WITH THREADED CAP. PAINT CAP TO MATCH
NOTE:
AREA DOES NOT INCLUDE RESTROOMS AND SHOWER ROOMS. SHOP AREA NOTE: SHOP AREA WILL BE
CEILING COLOR. REMOVE MATERIAL FROM EXPOSED DUCT DAMPERS AFTER
NATURALLY VENTILATED DURING WORK HOURS. SEE SHEET M1.0 FOR CALCULATION & NOTES.
SUBSTANTIAL COMPLETION).
8.
PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL
OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT.
5
PLUMBING LEGEND & SYMBOLS
9.
ALL PIPING AND /OR DUCTWORK MUST BE INSTALLED b" AWAY FROM ANY FIRE
RATED WALL.
10.
FLEXIBLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4" THICK GLASS FIBER AND
"THERMAFLEX"
SUPPLY DIFFUSER. (4-WAY)
INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE. TYPE M-KE
OR APPROVED EQUAL. FLEXIBLE DUCT SHALL BE ATTACHED WITH "THERMAFLEX"
RETURN OR OUTDOOR AIR GRILLE
WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE
6-0".
EXHAUST GRILLE
11.
ALL WALL MOUNTED TEMPERATURE AND HUMIDITY SENSORS SHALL BE INSTALLED AT
RECTANGULAR DUCTWORK WITH TAKE -OFF,
A CENTER LINE ELEVATION OF 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE
BALANCING DAMPER AND INSULATED FLEXIBLE
NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE
A B ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS
NOTED OTHERWISE. FIRST DIMENSION IS THAT OF SIDE
COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL
SHOWN.
LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER
OR THE OWNER IN THE FIELD. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN
A ROUND DUCTWORK.
INSULATED SUB -BASE.
MANUEL DAMPER
12.
RETAIN THE SERVICES OF A NEBB AND/OR AABC CERTIFIED TEST AND BALANCE
AGENCY TO PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS.
RECORD ALL DATA ON STANDARD "AABC" OR OTHER APPROVED FORMS, AND
FIRE DAMPER WITH ACCESS PANEL,
SUBMIT TO THE ENGINEER FOR REVIEW.
13.
ALL NEW DUCTWORK SHALL BE STORED IN CLEAN AREAS. PROTECT ALL DUCTWORK
EXISTING DUCTWORK TO BE REMOVED (DASHED LINETYPE)
FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION,
ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR
DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY
ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY
TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION
MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR
DUST INSIDE DUCTWORK SYSTEM. IF EITHER OF THESE PROCEDURES IS NOT
CONTROL REQUIREMENTS.
CONDUCTED, THE ENTIRE ASSOCIATED DUCTWORK SYSTEM AND MECHANICAL
AIR DEVICE TAG
EQUIPMENT SHALL BE CLEANED TO THE OWNER'S SATISFACTION.
A-100 MARK-CFM
SIDEWALL TRANSFER GRILLE
2
NOTES:
�j
IXII SIDEWALL SUPPLY REGISTER
1.
THE NOTES SHOWN ON THIS SHEET APPLY TO GENERAL CONDITIONS OF HEATING,
�-�y
VENTILATING AND AIR CONDITIONING WORK REQUIRED FOR THIS PROJECT.
TS WALL MOUNTED DDC TEMPERATURE SENSOR
MOUNT 5-0" ABOVE FINISHED FLOOR.
2.
SPECIFICATIONS,PROJECT MANUALS AND DRAWINGS, REFER TO THIS SHEET FOR
APPLICABLE REFERENCES.
O WALL MOUNTED THERMOSTAT
MOUNT 48" ABOVE FINISHED FLOOR.
3. THE DESIGN DRAWINGS OF ALL CATEGORIES AND TRADES (ARCHITECTURAL,
STRUCTURAL, PLUMBING, MECHANICAL, HEATING, VENTILATING AND AIR
CONDITIONING, AND ELECTRICAL) AND ALL SPECIFICATIONS AND SHOP DRAWINGS
MUST BE COORDINATED AND VIEWED IN CONNECTION AND CONJUNCTION WITH
EACH OTHER TO INSURE THE PROPER LOCATION OF ALL DEVICES AND EQUIPMENT.
MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE FLOOR
PLANS AND ELEVATIONS.
4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS
COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE
FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN
ACCORDANCE WITH SECTION 110.8.4.4 OF THE BUILDING CODE AND 633 FLORIDA
STATUTES.
^Gap
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS',I�����i.r
s r
• •sosr^ttRL
`� ""flat 1
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
MECHANICAL
NOTES & SCHEDULE
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
moo I
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 EXISTING MECHANICAL PLAN
SCALE: 1/4"= 1'-0" 2 PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
EXISTING RETURN AIR BANK TO REMAIN. REPLACE GRILLS WITH NEW PER
SCHEDULE (TYP.)
3
EXISTING 12'' X 12" SUPPLY GRILLS TO BE REPLACED WITH NEW 24" X 24"GRILLS
AND FIT TO EXISTING CEILING GRID. SEE SCHEDULE (TYP.)
4
5
-
6
-
7
-
8
-
9
-
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
10%%j III I f ill/i
♦♦ �� . �N SE .�• ,�
2,60 S: d
�• �pg • U1 _
• •
� L1J
F
0
_
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
EXISTING
MECHANICAL PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
mI
•
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I I PROPOSED MECHANICAL PLAN
SCALE: 1/4"= 1'-0" 2 1 PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
EXISTING RETURN AIR BANK. CONTRACTOR TO COORDINATE WITH OWNER ON
2
NEW LOCATION AND REPLACE GRILLS WITH NEW PER SCHEDULE. (TYP.)
NEW 24"X24" GRILLS TO FIT IN EXISTING CEILING GRID. UTILIZE EXISTING FLEX
3
DUCT AND MAKE NECESSARY REPAIRS TO DUCT AS NEEDED. SEE SCHEDULE
(TYP.)
COMMERCIAL TYPE 1 HOOD. SEE MANUFACTURER PLANS AND
4
SPECIFICATIONS FOR DETAILS. SEE MECHANICAL ROOF PLAN ON SHEET M1.3.
EXISTING RESTROOM EXHAUST FANS TO BE TESTED TO VERIFY PROPERLY
5
WORKING ORDER. IF EXHAUST FANS ARE NOT WORKING, CONTRACTOR TO
COORDINATE WITH OWNER ON COST TO REPLACE WITH IN -KIND
REPLACEMENT
6
-
7
-
8
-
9
-
AM - -
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
`,`��titttt t r►rr����f
GOATS �iee
�J • ♦.....♦ti ee
'cb
♦ G g ♦ s
�'//i///I
O�•
;ESS;ov
rrt
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
PROPOSED
MECHANICAL PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
M1,2
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 MECHANICAL ROOF PLAN
SCALE: 1/4"=1'-0° 1 2 1 PAGE KEY NOTES [#]
MARK
NOTES
EXISTING RTU TO REMAIN. SEE ROOF TOP UNIT SCHEDULE AND VERIFY EXACT
1
LOCATIONS IN FIELD.
ROOF TOP EXHAUST AND SUPPLY FAN FROM KITCHEN HOOD. INSTALL
2
CURBING FOR EQUIPMENT PER MANUF.
WALK-IN COOLER EXTERNAL CONDENSING UNIT. INSTALL CURBING AND
3
EQUIPMENT PER MANUF.
4
FOR MUA-1 ROOF TOP EQUIPMENT INSTALL STRUCTURAL BRACING AND
COLUMN. SEE STRUCTURAL PLAN FOR DETAIL.
5
-
6
-
7
-
8
-
9
-
-®
^Gw
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC1430334 - FPC15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS
A?• ;SE .�
Jam. `G� ,�69 •S d
.. • LJ
=: OF Z _
� lEs s'1P
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
MECHANICAL
ROOF PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
M13
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I I ELECTRICAL GENERAL NOTES
GENERAL:
l . PROVIDE SHALL MEAN FURNISH AND INSTALL.
2. THE COMPLETE ELECTRICAL SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR
SHALL INCLUDE ALL WORK, MATERIALS AND APPARATUSES SPECIFIED HEREINAFTER
AND INDICATED ON THE DRAWINGS. ALL WORKMANSHOP SHALL BE OF THE
HGIHEST QUALITY AND NO SUBSTANDARD WORK WILL BE ACCEPTED,
3. PROVIDE ALL WORK AND ELECTRICAL SYSTEMS COMPONENTS REQUIRED TO SERVE
LOADS AS SPECIFIED HEREINAFTER AND INDICATED IN THE DRAWINGS. THE WORK
SHALL INCLUDE COMPLETE TESTING OF ALL ELECTRICAL SYSTEMS AT THE
COMPLETION OF THE WORK AND MAKE ANY CHANGES AND ADJUSTMENTS
NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEMS.
4. MAKE A THOROUGH EXAMINATION OF THE SITE AND THE CONTRACT DOCUMENTS
PRIOR TO EXECUTING THE CONTRACT. NO CLAIM FOR ADDITIONAL
COMPENSATION WILL BE RECOGNIZED FOR DIFFICULTIES ENCOUNTERED WHICH
AN EXAMINATION OF SITE CONDITIONS AND CONTRACT DOCUMENTS WOULD
HAVE REVEALED.
5. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED ABOVE THE FLOODPLAIN
ELEVATION. CONTRACTOR SHALL COORDINATE FLOODPLAIN ELEVATION AND
EQUIPMENT REQUIREMENTS WITH OWNER PRIOR TO ROUGH -IN.
6. THE PLANS ARE GENERALLY DIAGRAMMATIC. COORDINATE ALL WORK WITH
OTHER TRADES AS REQUIRED TO AVOID INTERFERENCES BETWEEN TRADES (I.E.
BEAMS, CONDUITS, EQUIPMENT, DUCTWORK, ECT.)
WORK PERFORMANCE:
1. JOB SITE SAFETY AND WORKER SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR
2. ARRANGE, PHASE AND PERFORM ALL WORK DURING TIME PERIODS SCHEDULED
WITH AND ACCEPTABLE TO THE OWNER BEFORE PROCEEDING, NO ADDITIONAL
COMPENSATION WILL BE AUTHORIZED FOR WORK NECESSITATED BY ILL-TIMED,
DEFECTIVE, OR NON -CONFORMING WORK.
3. THE CONTRACTOR SHALL ENSURE THAT ALL SYSTEMS OPERATE AS DESIGNED
AND/OR REQUIRED AND SHALL REVIEW THEIR OPERATION WITH THE OWNER UPON
COMPLETION OF CONSTRUCTION AND TESTING. COMPILE COMPLETE AND
UPDATED AS -BUILT DRAWINGS/DOCUMENTS AND ISSUE ONE (1) SET TO THE
OWNER.
4. ELECTRICAL WORK SHALL BE ACCOMPLISHED WITH ALL AFFECTED CIRCUITS OR
EQUIPMENT DE -ENERGIZED, WHEN AN ELECTRICAL OUTAGE CANNOT BE
ACCOMPLISHED IN THIS MANNER FOR THE REQUIRED WORK, THE FOLLOWING
REQUIRED WORK, THE FOLLOWING REQUIREMENTS ARE MANDATORY:
4.1. ELECTRICIANS MUST USE AND WEAR FULL PROTECTIVE EQUIPMENT (PPE).
WHILE WORKING ON ENERGIZED SYSTEMS IN ACCORDANCE W/ NFPA 70E.
THE LEVEL OF PPE SHALL BE DETERMINED BY A COMPUTER GENERATED ARC
FLASH CALCULATION PROVIDED AND PAID FOR BY THE CONTRACTOR. THE
ARC FLASH DATA SHALL BE PRESENTED WITH THE SUBMITTAL BELOW.
4.2. WORK ON ENERGIZED CIRCUITS OR EQUIPMENT CANNOT BEGIN UNTIL PRIOR
WRITTEN APPROVAL IS OBTAINED FROM THE OWNER.
5. ENSURE THAT ELECTRICAL SERVICE REMAINS UNINTERRUPTED FOR OTHER BUILDINGS
AND FACTILITIES AT ALL TIMES. PERFORM ALL TEMPORARY WORK NECESSARY TO
MAINTAIN CONTINUITY OF ELECTRICAL SERVICE WHEN CONNECTION IS MADE TO
EXISTING SYSTEMS.
6. ELECTRICAL EQUIPMENT SHALL NOT BE STORED OUTDOORS. EQUIPMENT SHALL BE
STORED IN AN OWNER/E3NGINEER APPROVED MEDIUM AND LOCATION.
CODES & STANDARDS:
l . PERFORM WORK IN COMPLIANCE WITH THE LATEST EDITION OF ALL
APPLICABLE,FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND STANDARDS,
TO INCLUDE THOSE LISTED BELOW, ADOPTED BY THE AUTHORITY HAVING
JURISDICTION. WHERE DIFFERENCES MAY OCCUR THE MORE STRINGENT
REQUIREMENTS SHALL GOVERN. IN CASE OF CONFLICT PROVIDE WRITTEN
NOTIFCATION AND OBTAIN A DECISION FROM THE ARCHITECT.
1.1. NFPA 70: NATIONAL ELECTRICAL CODE (2020)
1.2. NFPA 70E: STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE (2018)
1.3. NFPA 72: NATIONAL FIRE ALARM CODE (2019)
1.4. NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION
AND DEMOLITION OPERATIONS (2019)
1.5. FBC: FLORIDA BUILDING CODE 8TH ED. (2023)
1.6. OASHA PART 1910: OCCUPATIONAL SAFETY AND HEALTH STANDARDS
1.7. OASHA PART 1926: SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
MATERIALS AND METHODS:
1. MATERIALS AND APPARATUSES SHALL COMPLY WITH ALL APPLICABLE TESTS,
RATINGS, SPECIFICATIONS AND REQUIREMENTS OF THE IEEE,NEMA, NFPA, AND UL,
SHALL BEAR THE UL LABEL OF APPROVAL AND BE LISTED FOR THE PROPOSED
APPLICATION.
2. FINISHED PRODUCTS SHALL BE FACTORY PRIMED AND FINISH COATED WITH THE
MANUFACTURER'S PRIME COAT AND STANDARD FINISH UNLESS SPECIFIED
OTHERWISE BY THE ARCHITECT.
3. UNLESS OTHERWISE SPECIFIED, UNFINISHED PRODUCTS SHALL BE GALVANIZED,
COATED OR PLATED TO RESIST CORROSION.
4. INSTALLATIONS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, AS
RECOMMENDED BY THE MANUFACTURER AND AS CLOSE AS PRACTICABLE TO
LOCATIONS INDICATED ON DRAWINGS.
5. INSTALLATIONS SHALL FACILITATE MAINTENANCE AND REPAIR OR REPLACEMENT
OF EQUIPMENT COMPONENTS. ACCESS, WORKING SPACES AND CLEARANCES
SHALL NOT BE LESS THAN SPECIFIED BY THE NEC FOR ALL VOLTAGES SPECIFIED.
6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL CHASES TO PREVENT
DRAFTS.
2 1 ELECTRICAL GENERAL NOTES
7. FIRE RATING: RESTORE FIRE RATING WHERE PIERCING OCCURS THROUGH FIRE
RATED CEILINGS OR BETWEEN FIRE RATED WALLS. FIRE STOP MATERIALS SHALL BE
AS MANUFACTURED BY 3M COMPANY AND UL LISTED FOR USE IN THE
CONSTRUCTION ASSEMBLY IN WHICH IT IS TO BE USED. REFER TO ARCHITECTURAL
PLANS FOR LOCATIONS OF FIRE RATED WALLS AND CEILINGS.
IDENTIFICATION:
1. INSTALL LABEL TAGS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIREWAYS
AND WIRING GUTTER OF PANELS. TAGS SHALL IDENTIFY WIRE AND CABLE CIRCUIT
NUMBER AND/OR EQUIPMENT SERVED AS INDICATED ON DRAWINGS.
2. JUNCTION BOXES SHALL BE LABELED IN A PERMANENT MANNER REFLECTING
PANELBOARD/CIRCUIT NUMBER OF BRANCH CIRCUIT WIRING CONTAINED WITHIN.
3. PANEL BOARD DIRECTORIES SHALL BE TYPEWRITTEN, REFLECTING RECORD
CONDITION TO INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD.
RACEWAYS:
1. RACEWAYS:
1.1. INTERIOR EXPOSED, CONCEALED IN WALLS OR ABOVE CEILINGS: ELECTRICAL
METALLIC TUBING (EMT) OR MC CABLE
2. ALL CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED
CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE
PRINCIPAL STRUCTURAL MEMBERS. PROVIDE SUPPORT A MINIMUM OF 18" FROM
BENDS AND OUTLET BOXES AND ON INTERVALS NOT TO EXCEED 8'-0". CONDUIT IS
NOT TO SPAN ANY SPACE UNSUPPORTED. ALL CONDUIT SHALL BE SUPPORTED
FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM.
3. PROVIDE NYLON PULL CORD AND LEAVE IN PLACE IN EACH EMPTY CONDUIT.
BOXES:
1. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH SUITABLE
SCREW FASTENED COVERS, OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE
PLUGGED WITH A SUITABLE BLANKING DEVICE.
CONDUCTORS:
1. UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT CONDUCTORS SHALL BE NO.
12 AWG. BRANCH CIRCUITS RUN OVER 75-FEET IN LENGTH, MEASURING ONE WAY
FROM THE FIRE OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE NO. 10 AWG FOR
THE ENTIRE CIRCUIT.
2. CONDUCTORS SHALL BE COPPER WITH THHN/THWN-2 90 C INSULATION, THE
FOLLOWING SYSTEMS OF COLOR CORDING SHALL BE STRICTLY ADHERED TO AND
SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT:
2.1. GROUND WIRES: GREEN
2.2. GROUNDED NEUTRAL WIRES: WHITE
2.3. 208/120 VOLT, UNGROUNDED PHASE WIRES: BLACK, RED AND BLUE
2.4. 480/270 VOLT, UNGROUNDED PHASE WIRES: BROWN, ORANGE AND YELLOW
2.4.1. WHERE EXISTING BASE BUILDING COLOR CODING DIFFERS FROM COLOR
CODING ASSIGNED HERE -IN, USE EXISTING COLOR CODING AS REQUIRED
TO MAINTAIN CONSISTENCY.
3. WIRING IN AIR PLENUMS OR PLENUM SPACES NOT IN CONDUIT SHALL BE UL LISTED
AS SUITABLE FOR PLENUM USE.
4. CONDUITS AND WIRING PENETRATING RATED FLOORS AND WALLS SHALL BE
SEALED TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION.
5. FOR NEW CIRCUITS, MULTIPLE CIRCUITS IN SAME CONDUIT SHALL NOT SHARE
NEUTRAL CONDUCTORS. FOR EXISTING CIRCUITS, WHERE REQUIRED BY NEC,
PROVIDE AND INSTALL HANDLE TIES ON EXISTING CIRCUIT BREAKERS.
6. INSTALL INSULATED SPRING WIRE CONNECTORS WITH PLASTIC CAPS FOR COPPER
CONDUCTOR SPLICES AND TAPS, 10 AWG AND SMALLER.
7. "PUSH -IN" OR "STAB" TYPE CONNECTORS ARE NOT ACCEPTABLE.
GROUNDING:
1. THE ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS
REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER.
2. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE
AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC
RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT THE POINT OF
ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS
THROUGHOUT THE ENTIRE SYSTEM.
3. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UON.
4. ALL RACEWAYS WITH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR
RECEPTACLES, LIGHTING FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS)
SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND
CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY
SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES.
EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE
CONDUCTORS LARGER THAN NO. 12 AWG ARE INDICTED ON DRAWINGS.
GROUND CONDUCTORS SHALL BE CONNECTED TO GROUND BUS IN PANEL
BOARDS.
5. TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING
CONDUCTORS WITH GROUNDING LUG, BUS OR BUSHING. CONDUCTORS LOOPED
UNDER SCREW OR BOLT HEADS WILL NOT BE PERMITTED.
6. INSTALL CLAMP -ON CONNECTORS ON CLEAN METAL CONTACT SURFACES TO
ENSURE ELECTRICAL CONDUCTIVITY AND CIRCUIT INTEGRITY.
7. TEST THE GROUNDING SYSTEM TO ASSURE CONTINUITY AND THAT RESISTANCE TO
GROUND DOES NOT EXCEED 25 OHMS UNLESS OTHERWISE NOTED. TEST EACH
GROUND ROD FOR RESISTANCE TO GROUND BEFORE MAKING CONNECTIONS TO
THE ROD; THEN TIE ENTIRE GROUNDING SYSTEM TOGETHER AND TEST FOR
RESISTANCE TO GROUND. MAKE RESISTANCE MEASUREMENTS IN NORMALLY DRY
WEATHER, NOT LESS THAN 48 HOURS AFTER RAINFALL. MAKE GROUND RESISTANCE
MEASUREMENTS WITH A GROUND RESISTANCE TEST METER CALIBRATED WITHIN THE
LAST TWELVE MONTHS.
3 I ELECTRICAL GENERAL NOTES
SWITCHES & RECEPTACLES:
l . RECEPTACLES SHALL BE THE GROUNDING TYPE WITH GROUND CONNECTION
MADE THROUGH AN EXTRA POLE WHICH SHALL BE PERMANENTLY CONNECTED TO
GROUND CONDUCTOR.
2. CONNECT WIRING DEVICES BY WRAPPING SOLID CONDUCTOR AROUND SCREW
TERMINAL. WHEN STRANDED CONDUCTORS ARE USED IN LIEU OF SOLID, USE
CRIMP ON FORK TERMINALS FOR DEVICE TERMINATIONS. DO NOT PLACE BARE
STRANDED CONDUCTORS DIRECTLY UNDER DEVICE SCREWS.
3. GFCI RECEPTACLES SHALL MEET CURRENT UL 943 REQUIREMENTS WITH
AUTO -MONITORING OR SELF -TEST FUNCTIONALITY; IF THE SELF -TEST FUNCTION
DETECTS A PROBLEMS, THE UNIT MUST DENY POWER OR PROVIDE VISUAL AND/OR
AUDIBLE INDICATION.
4. GFCI RECEPTACLES LOCATED IN DAMP, WET OR EXTERIOR LOCATIONS SHALL BE
WEATHER -RESISTANT TYPE TO COMPLY WITH NEC 406.9.
5. RECEPTACLES FOR 20 AMPERE, 120 VOLT APPLICATION SHALL BE SPECIFICATION
GRADE, THREE -WIRE, TWO POLE, RATED 20 AMPERES AT 125 VOLTS, PASS AND
SEYMOUR OR APPROVED EQUAL.
6. LIGHT SWITCHES SHALL BE SPECIFICATION GRADE, 120/277 VOLT, PASS AND
SEYMOUR OR APPROVED EQUAL.
7. PROVIDE WALL PLATES FOR SINGLE AND COMBINATION DEVICES OR TYPES, SIZES
AND WITH GANGING AND CUTOUTS AS INDICATED, SELECT PLATES WHICH MATE
AND MATCH WIRING DEVICES TO WHICH ATTACHED. CONSTRUCT WITH METAL
SCREWS FOR SECURING PLATES TO DEVICES; SCREW HEADS COLOR TO MATCH
FINISH OF PLATES, WALL PLATES COLOR TO MATCH DEVICES, COLOR BY
ARCHITECT.
EQUIPMENT:
CIRCUIT BREAKERS SHALL PLUG STYLE BREAKERS
LIGHTING FIXTURES:
1. THE CONTRACTOR SHALL FURNISH AND INSTALL COMPLETE IN ALL RESPECTS ALL
LIGHTING FIXTURES INDICATED ON THE PLANS.
2. FIXTURES SHALL BE SUPPORTED INDEPENDENTLY FROM CEILING AND SHALL BE
PROPERLY AND CAREFULLY ALIGNED. FIXTURE BOTTOMS, EDGES, AND ENDS SHALL
BE EVEN AND TRIM SHALL BE SNUG TO SURFACE. THE CONTRACTOR SHALL FURNISH
AND INSTALL ALL NECESSARY HARDWARE, ECT, FOR SUPPORT OF FIXTURES AS
REQUIRED.
3. RECESSED FIXTURES SHALL BE CONNECTED WITH A MAXIMUM 6 FOOT FLEXIBLE
WHIP.
4. FIXTURES SHALL BE CLEAN AND LENSES SHALL BE CLEAR OF FINGERPRINTS.
MANUALS:
CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND
MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL
INCLUDE, AT A MINIMUM, THE FOLLOWING:
1. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTION FOR EACH
PIECE OF EQUIPMENT REQUIRING MAINTENANCE.
2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF
EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE
ACTIONS SHALL BE CLEARLY IDENTIFIED.
3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY.
DOCUMENTATION REQUIREMENTS:
THE CONSTRUCTION DOCUMENTS SHALL SPECIFY THAT DOCUMENTS CERTIFYING THAT
THE INSTALLED LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF
SECTION C405 ARE TO BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS FROM
THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY.
4 1 LIGHTING FIXTURE &CONTROL SCHEDULE
LIGHTING FIXTURE SCHEDULE
TYPE PER
MANUFACTURER
CATALOG NO.
MOUNTING
QTY
WATTS
TYPE
A
EXISTING
2X2 LAY -IN LED
EX.
21
EX.
EX.
B
EXISTING
6" LED CAN LIGHT
EX.
4
EX.
EX.
X
EXISTING
APCH7R APELH2
EX.
3
EX.
-
ELECTRICAL LEGEND
SYMBOL
DESCRIPTION
DUPLEX RECEPTACLE: 20A, 125VAC
*C
CEILING DUPLEX RECEPTACLE: 20A, 125VAC
{GFCI PROTECTED W/ GFCI BREAKER}
DUPLEX RECEPTACLE: 20A, 125VAC
{GFCI PROTECTED W/ GFCI BREAKER}
®
208V RECEPTACLE: PER EQUIPMENT
{GFCI PROTECTED W/ GFCI BREAKER}
Qo Qo ®
LED LIGHT FIXTURE (SEE LIGHTING SCHEDULE)
EXIT
EMERGENCY EXIT SIGN W/ LIGHT
EMERGENCY EXIT LIGHT
G
OCCUPANCY SENSOR (SEE CONTROL SCHEDULE)
PP
POWER PACK (SEE CONTROL SCHEDULE)
VS
WALL OCC SENSOR (SEE CONTROL SCHEDULE)
34
MANUAL SWITCH / THREE-WAY TOGGLE SWITCH / FOUR-WAY TOGGLE
SWITCH
fD
DIMMER SWITCH (150D WATTS, U.N.O.)
O
JUNCTION BOX
ZtE
QUADRAPLEX RECEPTACLE OUTLET C/L 18" A.F.F. U.O.N
0�
DISCONNECT SWITCH - 30A/3/NF LION
WALL TELE/DATA OUTLET. PROVIDE MIN. 1" CONDUIT WITH PULL WIRES
TO ABOVE CEILING. MTD. 18" A.F.F. U.O.N.
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC1430334 - FPC15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS -'*1
��� ���•••• S E•••`
• v� 9 % dam:
= • y�o Lo =
s���111t11t1111��`
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
ELECTRICAL
NOTES & SCHEDULES
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
•
CHECKED: K.C.
7/22/2024
IjDATE:
EOO
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
I I LIGHTING PLAN
SCALE: 1/4"=l'-0" 2 1 PAGE KEY NOTES
MARK
NOTES
1
SHADED AREA IS OUT OF SCOPE OF WORK.
2
EXISTING WIREWAY AND PANELS A, B, AND C. NO WORK TO BE COMPLETED IN
THIS AREA.
3
EXISTING LIFE SAFETY LIGHTING AND SIGNAGE TO REMAIN (TYP.).
4
EXISTING LIGHTS IN AREA TO REMAIN UN -CHANGED (TYP.).
5
EXISTING 2X2 LED LIGHTS TO REMAIN (TYP.).
6
EXISTING CAN LIGHTS TO REMAIN (TYP.).
7
EXISTING 2X2 LED LIGHT TO BE REMOVED.
8
LIGHTING AND POWER INSIDE FREEZER BY MANUFACTURER.
9
NEW ELECTRICAL SERVICE, SEE RISER DIAGRAM.
10
NEW PANEL'P1' -225A, 120/208V, 3P, 4W, 42 CIRCUIT
11
-
12
-
3 1 GENERAL NOTES
LIGHTING NOTES:
- OCCUPANCY SENSORS SHALL BE DESIGNED TO AUTOMATICALLY TURN OFF
LIGHTING WITHIN 20 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE AND BE
EQUIPPED WITH MANUAL OVERRIDE SWITCH.
- ENERGY -SAVING SENSORS, SWITCHES, TIMERS, OR CONTROLLERS SHALL BE
APPROVED AND SHALL NOT COMPROMISE THE CONTINUITY OF ILLUMINATION
OF THE MEANS OF EGRESS REQUIRED BY 7.8.1.2 OF THE NFPA 101 LIFE SAFETY
CODE.
DRAWING GENERAL NOTES:
- COORDINATE WITH ARCHITECTURAL & MECHANICAL DRAWINGS FOR
ADDITIONAL INFORMATION.
- PATCH AND PAINT WALLS AS REQUIRED WHERE DEVICES, BOXES, ECT. ARE
REMOVED AND REWORKED.
- EXTEND CONDUIT AND CONDUCTORS AS REQUIRED.
- COORDINATE NEW ELECTRICAL CIRCUITS IN FIELD WITH OWNER AND
CONTRACTOR. LABEL ALL NEW CIRCUITS CORRECTLY. EXISTING CIRCUITS
REMOVED TO BE MADE SAFE.
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
`` 011111111111���
♦��� GOATS
:Lu
:.�
°° C? =
F`s+ti411iii1���
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
ELECTRICAL
LIGHTING PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
E1.01
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 POWER PLAN 2 PAGE KEY NOTES
SCALE: 1 /4" = 1'-0"
MARK
NOTES
1
SHADED AREA IS OUT SCOPE OF WORK.
EXISTING WIREWAY AND PANELS A, B, AND C. NO WORK TO BE COMPLETED IN
2
THIS AREA.
3
EXISTING RECEPTACLES IN AREA TO REMAIN.
EXISTING RECEPTACLES ALONG EXISTING EXTERIOR WALL TO REMAIN AND BE
4
UTILIZED. RELOCATE AND REMOVE IF NEEDED IN FIELD. CONTRACTOR TO
REPLACE EXISTING 20A BREAKER WITH GFCI PROTECTED BREAKER (TYP.)
CORDINATE RECEPTACLE LOCATIONS WITH OWNER PRIOR TO INSTALLATION
5
(TYP.)
FIELD LOCATE EXACT LOCATION OF WALK-IN FREEZER DISCONNECT.
6
COORDINATE WITH OWNER ON EXACT MODEL PRIOR TO INSTALLING
WIRING/CONDUIT.
FIELD LOCATE EXACT LOCATION FOR ALL HOOD AND EXHAUST EQUIPMENT
7
PER CAPITEVAIRE PLANS AND SPECIFICATIONS. (TYP.)
8
NEW PANEL 'P1' - 225A, 120/208V, 3P, 4W, 42 CIRCUIT
9
-
10
-
72" PREP TABLE
fP-1#16 fP-1#19,
PREP TABLE
fP-1#18 P I
^&W &I
^&W &I
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS
co•; �N •.• .�
ui
• I gFtd
s•
sk
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
ELECTRICAL
POWER PLAN
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
7/22/2024
•i'�LDATE:
El
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
i
1 POWER RISER DIAGRAM
PANEL NOTES:
I0INTERSYSTEM BOND BAR. 2/0 GROUNDING ELECTRODE CONDUCTOR.
CONNECT TO 2 - 8' GROUND RODS AND BUILDING FOOTER STEEL
NOTE:
AVAILABLE FAULT CURRENT TO BE LESS THEN 22K AIC CONTRACTOR TO VERIFY
WITH POWER COMPANY PRIOR INSTALLATION.
3" RISE'
(3) 3/0 AW(
(1) 3/0 AWG NEUTRA
METER 2" CONDUIT 1
I
2/0 CU
I
I
2 1 PANEL SCHEDULE
I
I
I
FINISH FLOOR
PANEL'P1' 120/208V, 3P, 4W, 225A, MLO, NEMA 1 (LOCATED INDOORS)
22K AIC
CKT
DESCRIPTION
LOAD
BKR
A
B
C
BKR
LOAD
DESCRIPTION
CKT
1
MUA-1 (FRYERS)
1344
20
2544
20
1200
KITCHEN RECEPTACLE
2
3
1344
2544
20
1200
KITCHEN RECEPTACLE
4
5
1344
2544
20
1200
KITCHEN RECEPTACLE
6
7
MUA-1 (FRYERS)
1373
20
1733
20
360
BREADING RECEPTACLE
8
9
1373
2093
20
720
PEPSI COOLER
10
11
1373
1873
20
500
REFRIGERATOR
12
13
MUA-2 MPU
660
20
1380
20
720
CHEST FREEZER
14
15
660
1020
20
360
PREP TABLE RECEPTACLE
16
17
660
1020
20
360
PREP TABLE RECEPTACLE
18
19
KEF-2
1245
20
1965
20
720
PREP TABLE RECEPTACLE
20
21
1245
1965
720
22
23
1245
1605
20
360
POS STATION
24
25
WALK-IN COOLER
2800
30
2800
SPACE
26
27
2800
2800
SPACE
28
29
2800
2800
SPACE
30
31
SPACE
0
SPACE
32
33
SPACE
0
SPACE
34
35
SPACE
0
SPACE
36
37
SPACE
0
SPACE
38
39
SPACE
0
SPACE
40
41
SPACE
0
SPACE
42
CONNECTED VA
10422
1 10422
9842
SYSTEM VOLTS
120/208, 3P
PHASE AMPS
87
1 87
1 82
EQUIPMENT SERVED
CONN. LOAD
L.F.
DEMAND LOAD
NOTES
LIGHTING
0
125%
0
RECEPTACLES - GENERAL
360
100%
360
AIR CONDITIONING
18531
100%
18531
HEATING
0
100%
0
MISC. NON-CONT.
3735
100%
3735
CONTINUOUS
0
125%
0
KITCHEN EQUIPMENT
12179
65%
7916.35
TOTAL DEMAND LOAD:
TOTAL DEMAND AMPS:
30542.35 VA
85 A
i
SCALE: N.T.S
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
``,0111111111111
f `Fl. •` ' �
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
ELECTRICAL
PANEL & DETAILS
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
E201
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN
1 1 1 GENERAL NOTES 1 3 1 CONCRETE NOTES (CONTINUED) 1 4 1 DESIGN LOADS 1 5 1 ROOF BRACING AND COLUMN DETAIL
SCALE: N.T.S
1. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN IT'S
COMPLETED STATE. CONTRACTORS AND THEIR SUBS SHALL TAKE WHATEVER
PRECAUTIONS THAT ARE NECESSARY IN THEIR OPINIONS TO WITHSTAND ALL
HORIZONTAL AND VERTICAL LOADS THAT MAY BE ENCOUNTERED DURING
THE CONSTRUCTION, PRIOR TO COMPLETION.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND
CONDITIONS AT THE JOB SITE AND BRING TO THE ENGINEERS ATTENTION OF
ANY DISCREPANCIES.
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES, INCLUDING SHORING AND PROTECTION OF ANY ADJACENT
PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH
LOCAL BUILDING CODES.
4. CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEEDS ACTUAL DESIGN
LOADS FOR ANY STRUCTURAL COMPONENT.
5. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL
COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS
SECURELY ANCHORED.
6. ALL INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE
BUILDING CODES, LOCAL BUILDING DEPARTMENT, OR THESE PLANS, SHALL BE
DONE BY AN INDEPENDENT QUALIFIED TESTING COMPANY.
7. SHOP DRAWINGS SUBMITTED FOR STRUCTURAL REVIEW SHALL BEAR THE
CONTRACTORS APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR
DIMENSIONS, QUANTITY AND COORDINATION WITH ALL DISCIPLINES. NO
CHANGES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE
ACCEPTED UNLESS EACH IS CLEARLY IDENTIFIED AS SUCH, AND EACH IS
SPECIFICALLY ACCEPTED OR REJECTED. ANY ACCEPTED CHANGE OR
DEVIATION FOR REVISION OF THE PERMITTED CONSTRUCTION DOCUMENTS
OR VALUE ENGINEERING COST SAVINGS IS SUBJECT TO A REDUCTION OF THE
CONTRACT LUMP SUM. ONLY ONE MARKED UP SET WITH THE STRUCTURAL
ENGINEERS COMMENTS WILL BE RETURNED TO THE CONTRACTOR. ALLOW
TWO WEEKS TIME FOR SHOP DRAWING REVIEW BY ACG.
8. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH
THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL / SITE
WORK PLANS FOR DIMENSIONS AND DETAILS OF THE ITEMS WHICH PENETRATE
OR ATTACH TO THE BUILDING STRUCTURE.
9. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN
STRENGTH.
1 2 1 EARTH WORK NOTES
A- QUALITY ASSURANCE:
A.1. CODES AND STANDARDS: ACI-301, ACI-315, ACI-318, CRSI, COMPLY WITH
APPLICABLE PROVISIONS EXCEPT AS OTHERWISE INDICATED.
A.2. OWNER SHALL EMPLOY TESTING LABORATORY TO TEST AND EVALUATE
CONCRETE DELIVERED TO AND PLACED AT SITE. THIS TESTING DOES NOT RELIEVE
SUBCONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN
COMPLIANCE WITH CONTRACT DOCUMENTS.
A.3. SAMPLING FRESH CONCRETE: COMPLY WITH ASTM C 172, EXCEPT
MODIFIED FOR SLUMP TO COMPLY WITH ASTM C 94.
a) SLUMP - ASTM C143, ONE TEST FOR EACH LOAD AT POINT OF DISCHARGE.
b) AIR CONTENT - ASTM C173, ONE FOR EACH SET OF COMPRESSIVE
STRENGTH SPECIMENS.
c) COMPRESSIVE TEST SPECIMEN - ASTM C 31, FOUR STANDARD CYLINDERS
FOR EACH COMPRESSIVE STRENGTH TEST. MOLD AND STORE CYLINDERS FOR
LABORATORY -CURED TEST SPECIMENS EXCEPT WHEN FIELD -CURED TEST
SPECIMENS ARE REQUIRED.
d) COMPRESSIVE STRENGTH TESTS - ASTM C 39, ONE SET FOR EACH DAY'S
POUR EXCEEDING 5 CU. YD. PLUS ADDITIONAL SETS FOR EACH 50 CU. YD. MORE.
ONE CYLINDER TO BE TESTED AT 7 DAYS, TWO CYLINDERS TESTED AT 28 DAYS,
AND ONE CYLINDER RETAINED IN RESERVE FOR LATER TESTING IF REQUIRED.
A.l. REPORT TEST RESULTS TO G.C., ARCHITECT AND OWNER IN WRITING ON
SAME DAY TESTS ARE MADE.
B) SUBMITTALS:
A.l. CONCRETE MIX DESIGN -PER ACI 301. EACH MIX DESIGN SHALL BE
LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (I.E.
FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, ETC. FAILURE TO DO SO WILL
CAUSE DELAYS AND/OR REJECTION OF SUBMITTAL.
A.2. REINFORCING STEEL FABRICATIONS AND PLACEMENT DRAWINGS - PER
ACI 315
C) PRODUCTS:
C.1 CONCRETE MATERIALS:
a) PORTLAND CEMENT - ASTM C 150, TYPE 1
b) AGGREGATES - ASTM C33 (NORMAL WEIGHT) ASTM C330 (LIGHT WEIGHT).
c) WATER - CLEAN, DRINKABLE
C.2 REINFORCING MATERIALS: REINFORCING MATERIALS:
a) DEFORMED REINFORCING BARS - ASTM A 615, GRADE 60. REINFORCING
STEEL TO BE WELDED: ASTM A706 (FOR EMBED., ANCHORS, ETC.)
b) WELDED WIRE FABRIC - ASTM A 185 MINIMUM YIELD STRENGTH OF 20,000
PSI.
c) FIBER REINFORCEMENTS - ENGINEERED POLYPROPYLENE FIBERS DESIGNED
FOR SECONDARY REINFORCEMENTS OF CONCRETE SLABS.
C.3 CHAIRS, BOLSTERS, SPACERS, RUNNERS, OTHER SUPPORT DEVICES: CRSI
CHAIRS, BOLSTERS, SPACERS, RUNNERS, OTHER SUPPORT DEVICES: CRSI CRSI
STANDARDS.
C.4 ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE THAN 0.1%
CHLORIDE IONS. ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE
THAN 0.1 % CHLORIDE IONS. PROVIDE ADMIXTURES THAT CONTAIN NOT MORE
THAN 0.1 % CHLORIDE IONS.
1) AIR -ENTRAINING ADMIXTURES: ASTM C260
2) WATER -REDUCING, RETARDING, AND ACCELERATING CHEMICAL
ADMIXTURES: ASTM C 494
C.5 RELATED MATERIALS:
a) VAPOR RETARDER - CLEAN 10 MIL THICK POLYETHYLENE ASTM E 154
b) ABSORPTIVE COVER - BURLAP CLOTH MADE FROM JUTE OR KENAF,
WEIGHING APPROXIMATELY 9 oz PER SQ. YD., COMPLY WITH AASHTO M 182,
CLASS 2.
c) MOISTURE - RETAINING COVER - WATERPROOF PAPER, POLYETHYLENE FILM,
OR POLYETHYLENE -COATED BURLAP, COMPLYING WITH ASTM C 171.
d) MEMBRANE - FORMING CURING COMPOUND - ASTM C 309, TYPE 1.
e) EVAPORATION CONTROL - MONOMOLECULAR FILM -FORMING COMPOUND
APPLIED TO EXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY PROTECTION
FROM RAPID MOISTURE LOSS.
f) WATER STOPS: FLAT DUMBBELL OR CENTER BULB TYP, SIZE TO SUIT JOINTS, OF
EITHER RUBBER OR PVC.
g) NON SHRINK GROUT - 7,000 PSI CRD C 621
D. MIX DESIGN:
D.1 PROPORTION MIXES COMPLYING WITH MIX DESIGN PROCEDURES SPECIFIED I
ACI 301.
D.2 PROVED READY -MIX CONCRETE COMPLYING WITH ASTM C 94.
D.3 ALL CONCRETE SHALL BE NORMAL WEIGHT (139 PCF - 150 PCF), WITH MIXES
DESIGNED TO MEET THE FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF
THE STRUCTURE AS FOLLOWS:
STRUCTURAL ELEMENT
COMP (PSI)
MAX. AGGREGATE SIZE
SLUMP
FOOTING, FOUNDATION
WALLS
3000
1 2
4 +/- 1"
SLAB ON GRADE
3500
1 2"
4 +/- 1"
COLUMNS, BEAMS
4000
1
4 +/- 1"
ELEVATED SLAB
3500
1
4 +/- 1"
FILLED CELL GROUT
2500
3/8"
8" TO 11"
NOTE:
1. WATER/ CEMENT RATIO = .58 MAX. (NON -AIR -ENTRAINED)
WATER/ CEMENT RATIO= .46 MAX. (AIR ENTRAINED)
2. PEA ROCK PUMP MIXES NOT PERMITTED
3. ELEVATED SLABS ON METAL DECK TO USE LIGHT WEIGHT AGGREGATE (115
PCF MAX)
E. EXECUTION:
El. HOT WEATHER COMPLY WITH ACI 305
E2. REINFORCING STEEL PLACEMENT TO COMPLY WITH ACI 315, AND CRSI.
a) WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DIAMETER IN
MASONRY AND 40 BAR DIAMETERS IN CAST CONCRETE.
b) REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED
REINFORCING STEEL SPLICES ARE NOT PERMITTED.
c) LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE
SPACING PLUS 2 INCHES.
d) ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES,
HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST
DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE, SUPPORTING
ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN
THE FINISHED STRUCTURE SHALL BE FABRICATED ON STAINLESS STEEL.
E3. CONCRETE COVER: CONCRETE COVER::
a) FOOTINGS AND FOUNDATION PADS PLACED AGAINST THE GROUND = 3".
b) CONCRETE SURFACE AFTER REMOVAL OF FORMS EXPOSED TO WEATHER OR
GROUND:
No. 5 BAR or SMALLER =1 1\2"
No. 6 BAR or LARGER = 2"
c) CONCRETE NOT EXPOSED TO WEATHER OR GROUND:
SLABS AND WALLS = 3/4"
BEAMS AND GIRDER TIES = 1 1 \2"
COLUMN TIES = 1 1 \2"
E4. FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS WITH CORNER BARS
(48 x BAR DIA. EACH LEG) AT INTERSECTIONS AND CORNERS, ONE FOR EACH
EACH HORIZONTAL BAR.
E5. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN EARTH OR FILL SUPPORTED
SLABS AT LOCATIONS NOTED ON PLAN. PROVIDE CONTROL JOINTS (CJ)
AT ALL LOCATIONS NOTED ON PLAN. IF 'CJ' IS SAW CUT, THE CUT MUST BE MADE
AS SOON AS POSSIBLE, BUT NOT LATER THAN 18 HOURS AFTER THE POUR UNLESS
OTHERWISE NOTED ON PLAN - PROVIDE CJ AT SPACINGS NOT TO EXCEED
DIMENSIONS IN TABLE BELOW - PATTERNS SHALL BE APPROXIMATELY SQUARE
WITH A RATIO OF LONG SIDE TO SHORT SIDE NOT GREATER THAN 1.5 TO 1
SLAB THICKNESS (IN)
CJ SPACING (FT)
4
12
5
13
6
14
7
15
E6. SLAB FINISHES AS FOLLOWS:
a) EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT
FLOORING, CARPET, PAINT, OR OTHER FILM, TO BE FINISH COATING SYSTEM,
FLOAT AND TROWEL FINISH.
b) SURFACES TO BE COVERED WITH CERAMIC TILES, TROWEL FINISH FOLLOWED
IMMEDIATELY WITH FINE BROOMING TO SLIGHTLY SCARIFY SURFACE.
1. WIND DESIGN DATA:
ULTIMATE WIND SPEED, VULT= 140 MPH
NOMINAL DESIGN WIND SPEED, VASE= 108 MPH
RISK CATEGORY = II
WIND EXPOSURE = C
Kzt = 1.00
Kd = 0.85
Ke = 1.00
COMPONENTS AND CLADDING
PRESSURES = SEE TABLE BELOW
3. FLOOD DESIGN DATA:
FLOOD HAZARD ZONE DESIGNATION = X
ZONE
POSITIVE WIND PRESSURE P+ (psf)
NEGATIVE WIND PRESSURE P- (psf)
4
38.0
- 42.0
5
38.0
- 51.0
APPROVED PRODUCTS LIST
CATEGORY
SUB -CATEGORY
MANUFACTURER
APPROVAL #
WINDOWS
PASS -THROUGH
READY ACCESS
FL5102.3
r- - - - - - - - - - - - - - - - - - - - - - -
i I
I I
I
THE BOTTOM
PROPOSED ROOFTOP
UNIT MUA-1
EXISTING ROOF SYSTEM
ENGINEERING & CONSTRUCTION
AUSTIN CONSTRUCTION GROUP
2706 STALLONE DRIVE
TAMPA, FLORIDA 33605
(813) 293-8883
FLORIDA PE 48917 192169 -
CGC1521407 - CUC1224196 -
CFC 1430334 - FPC 15-4000052
PROJECT INFORMATION:
CLIENT:
RICHARD KAZBOUR
PROJECT NAME:
HUNGRY HOWIES RESTAURANT
ADDITION
PROJECT LOCATION:
5440 GALL BLVD
ZEPHYRHILLS, FL 33542
SEAL:
GOATS,�����i��
o ••.•�,� S E •'••
•
Q �G SzN d
• t.\O' : W
0
i FL0 0�(,`�
•
••..••
FL COA NO. 30178
ENGINEER OF RECORD
FL LICENSE NO.
TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE
PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES
REVISIONS:
NO.
DATE
COMMENTS
SHEET TITLE:
STRUCTURAL
NOTES & DETAILS
SHEET INFORMATION:
DRAWN: A.C.
SHEET NO.
DATE: 7/22/2024
CHECKED: K.C.
DATE: 7/22/2024
soel
PROJECT NUMBER:
SCALE:
INDEX:
AS SHOWN