HomeMy WebLinkAbout21-3121BGC-003121-2021
Issue Date: 12/08/2021
34 25 210000 00300 0081 7323 Green Slope Drive
10 11111111,1011" 1 �M 01,6111
Contractor: NATIONWIDE
Name: TEJAS ENTERPRISE LLC
Permit Type: Building General (Commercial)
Class of Work: Wall Sign
CONSTRUCTION & INVESTMENT COR
Address: 17812 Saint Lucia Isle Dr
Building Valuation: $2,200.00
TAMPA, FL 33647-2714
Electrical Valuation: $1.00
Phone: (813) 9954000
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $2,203.00
Total Fees: $76.50
Amount Paid: $76.50
Date Paid: 12/8/2021 9:45:22AM
�iMii Mil mill
INSTALLATION MOUMENT SIGN FOR BUSINESSES/NO ELECTRIC
0 `IN
IS
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Building Permit Fee $51.00 Building Plan Review Fee $25.50
REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies,
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
SIGNATURE
PEJAIT oFFICE(
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. *019A R. ROn
S89'58'44'E 594.44'R
BRO. REF. LINE - - 594.43'M
FND. N&O
PLAT PCP
14281
------- -------------- --------------
S89'558'44"E254.48'R
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NON—EXCLUSIVE EASEMENT
OFF SITE RETENTION AREA PER DEED
(NOT DRAWN TO SCALE)
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-- N8958'40°W--------------- 255.03'R--------
LAUREL HAMMOCK DRIVE
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NOTES CORRESPONDING TO SCHEDULE S-
8. O.R. BOOK 7537, PAGE 1920 IS A BLANKET DISTRIBUTION EASEMENT
THAT AFFECTS THIS PROPERTY, AND CANNOT BE PLOTTED.
9, O.R. BOOK 5813, PAGE 1698 IS THE OFFSITE DRAINAGE EASEMENT
THAT IS SHOWN HEREON,
10, O.R. BOOK 3041, PAGE 126 IS THE OFFSITE DRAINAGE EASEMENT
THAT IS SHOWN HEREON.
d
SECTION 34, TWP* 25 S., RNC9 21 E., PASCO COUNTY, FLORIDA
N89'58'35"W 1345.17'R
POC
N.E. COR. OF THE S.E. 1/4
OF SECTION 34
LEGEND
■ - GRATE INLET
• - UTILITY POLE
- - - - OVERHEAD UTILITY WIRE(S)
F--- - GUY ANCHOR
ELECTRIC BOX or VAULT
-m—m— — TOP OF BANK
® — WATER METER
0 20 40 60
GRAPHIC SCALE
PROPERTY DESCRIPTION: 1 inch = 20 ft.
OFFICE PARCEL "B"
COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21
EAST, PASCO COUNTY, FLORIDA; THENCE ALONG THE NORTH LINE THEREOF, NORTH 89'5835" WEST, 1345.17 FEET
TO THE NORTHERLY EXTENSION OF THE WESTERLY RIGHT—OF—WAY LINE OF GREEN SLOPE LANE; THENCE ALONG
SAID LINE SOUTH 00'07'42" WEST, 662.70 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE SOUTH 00'07'42"
WEST, 263.08 FEET; THENCE NORTH 89'58'40" WEST, 200.00 FEET; THENCE NORTH 00'07'42" EAST, 263.08 FEET;
THENCE SOUTH 89'58'44" EAST, 200 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH A PERPETUAL, NON—EXCLUSIVE EASEMENT IN, OVER, ACROSS, THROUGH AND UPON THE
FOLLOWING DESCRIBED PROPERTY:
OFF —SITE RETENTION AREA: COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF SECTION 34,
TOWNSHIP 25 SOUTH, RANGE 21 EAST, PASCO COUNTY, FLORIDA, THENCE ALONG THE NORTH LINE OF SAID
SOUTHEAST 1/4 NORTH 89'58'35" WEST, 193.17 FEET TO THE WESTERLY RIGHT—OF—WAY LINE OF U.S. HIGHWAY
301; THENCE ALONG SAID LINE, SOUTH 01'09'30" EAST, 25,00 FEET TO THE SOUTH RIGHT—OF—WAY LINE OF
PRETTY POND ROAD; THENCE ALONG SAID LINE, NORTH 89'58'35" WEST, 1092.00 FEET; THENCE SOUTH 00'07'42"
WEST, 1300.77 FEET TO THE NORTH BOUNDARY OF SPANISH TAILS VILLAGE, AS RECORDED IN PLAT BOOK 13,
PAGES 59 AND 60, PUBLIC RECORDS OF PASCO COUNTY, FLORIDA, AND THE SOUTH LINE OF THE NORTH 1/2 OF
THE SOUTHEAST 1/4 OF SAID SECTION 34; THENCE ALONG SAID LINE, NORTH 89'58'40" WEST, 260.00 FEET FOR
A POINT OF BEGINNING; THENCE CONTINUE NORTH 89'58'40" WEST, 255.03 FEET TO THE EAST LINE OF THE WEST
185.00 FEET OF THE SOUTHEAST 1/4 OF NORTHWEST 1/4 OF SOUTHEAST 1/4 OF SAID SECTION 34; THENCE
ALONG SAID LINE, NORTH 00'10'32" EAST, 663.08 FEET; THENCE SOUTH 89'58'44" EAST, 254.48 FEET; THENCE
SOUTH 00'07'42" WEST, 663.08 FEET TO THE POINT OF BEGINNING.
FLOOD ZONE:
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X, IN ACCORDANCE WITH THE FIRM MAP OF PASCO
COUNTY, FLORIDA, MAP NUMBER 12101C 0289F, REVISED SEPTEMBER 26, 2014.
PREPARED FOR:
TEJAS ENTERPRISE, LLC; CAPITOL CITY BANK; FLORIDA ABSTRACT & TITLE, LLC; WESTCOR LAND TITLE
INSURANCE COMPANY
SURVEY ABBREVIATIONS
A = ARC LENGTH FPP = FOUND PINCHED PIPE PROP = PROPERTY
A/C = AIR CONDITIONER FRM = FRAME PSM = PROFESSIONAL SURVEYOR & MAPPER
AF = ALUMINUM FENCE FZL = FLOOD ZONE LINE PT = POINT OF TANGENCY
ALUM = ALUMINUM GAR = GARAGE PVCF = PVC FENCE
APPROX = APPROXIMATELY G/E = GLASS ENCLOSURE RAO = RADIUS
BFE = BASE FLOOD ELEVATION HW1= = HOG WIRE FENCE R = RECORD
BLDG = BUILDING HWL = HIGH WATER LINE REF = REFERENCE
BLK = BLOCK INV = INVERT RES = RESIDENCE
BM = BENCH MARK LB = LAND SURVEYING BUSINESS RL = RADIAL LINE
BNDY = BOUNDARY LFE = LOWEST FLOOR ELEV RLS = REGISTERED LAND SURVEYOR
BRG = BEARING LHSM = LOWEST HORIZONTAL SUPPORTING MEMBER RND = ROUND
BWF = BARBED WIRE FENCE LS = LAND SURVEYOR RNG = RANGE
C = CALCULATED M = MEASURED RRS = RAIL ROAD SPIKE
CB = CHORD BEARING MAS = MASONRY R/W = RIGHT-OF-WAY
CBS = CONCRETE BLOCK STRUCTURE MES = MITERED END SECTION SCM = SET CONCRETE MONUMENT
CHD = CHORD MIA = MANHOLE SA = SCREENED ENCLOSURE
CL = CENTERUNE MHWL = MEAN HIGH WATER LINE SEC = SECTION
CLF = CHIN LINK FENCE MSL = MEAN SEA LEVEL SET N&D = SET NAIL AND DISK PSM#6161
CLOS = CLOSURE N&D = NAIL AND DISK SIR = SET 1/2' IRON ROD PSM#6161
COL = COLUMN N&T = NAIL AND TAB SO = SQUARE
CONC = CONCRETE NAVD = NORTH AMERICA VERTICAL DATUM SRF = SPLIT RAIL FENCE
CR = COUNTY ROAD NGVO = NATIONAL GEODETIC VERTICAL DATUM SR = STATE ROAD
C/S = CONCRETE SLAB NO = NUMBER STY = STORY
CDR = CORNER O/A = OVERALL SUB = SUBDIVISION
COV = COVERED AREA OHW = OVERHEAD WIRE(S) S/W = SIDEWALK
D = DEED OR = OFFICIAL RECORDS TB = 'r BAR
DOT = DEPARTMENT OF TRANSPORTATION O/S = OFFSET TBM = TEMPORARY BENCH MARK
DRNG = DRAINAGE P = PLAT TC = TOP OF CURB
D/W = DRIVEWAY PB = PLAT BOOK TOB = TOP OF BANK
EL OR ELEV = ELEVATION PC = POINT OF CURVE TOS = TOE OF SLOPE
EDP = EDGE OF PAVEMENT KC = POINT OF COMPOUND CURVE TRANS = TRANSFORMER
EOW = EDGE OF WATER PCP = PERMANENT CONTROL POINT TWP = TOWNSHIP
ESM'T = EASEMENT PG = PAGE TYP = TYPICAL
FCM = FOUND CONCRETE MONUMENT PK = PARKER KALON UG = UNDERGROUND
FES = FLARED END SECTION PL = PROPERTY LINE UT1L = UTILITY
FlP = FOUND IRON PIPE POB = PCINT OF BEGINNING WD = WOOD
FIR = FOUND IRON ROD POC = PCINT OF COMMENCEMENT WF = WOOD FENCE
FL = FLOW LINE POL = POINT ON LINE WIF = WROUGHT IRON FENCE
FLD = FIELD PP = POWER POLE WIT = 'WITNESS
FND = FOUND PRC = POINT OF REVERSE CURVATURE WRF = WIRE FENCE
FOP = FOUND OPEN PIPE PRM = PERMANENT REFERENCE MONUMENT WV = WATER VALVE
FPC = FLORIDA POWER CORP.
ABBREVIATIONS MAY ALSO BE CONCATENATED AS REQUIRED.
#« OTHER COMMONLY RECOGNIZED AND/OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON,
GENERAL NOTES
1, UNLESS OTHERWISE STATED, THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIENT'S
DESIGNATED AGENT.
2. UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT BEEN LOCATED
EXCEPT AS SHOWN HEREON.
3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE
NOT BEEN LOCATED EXCEPT AS SHOWN HEREON.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF WESTCOR LAND TITLE INSURANCE COMPANY TITLE COMMITMENT,
COMMITMENT NO. 19-5961, DATED 9/24/2019.
5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON.
6. BASIS OF BEARINGS IS PLAT, UNLESS OTHERWISE SHOWN OR STATED.
7. ALL BUILDING TIES, PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE
MEASURED PERPENDICULAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWISE STATED.
8. FLOOD ZONE DESIGNATION AND/OR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE
REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER.
9, THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP.
10. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN
HEREON THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
CERTIFICATION: I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF JOB NUMBER: 190306 DATE SURVEYED: 10 2 2019
THAT THE SURVEY SHOW!' HEREON SUBSTANTIALLY MEETS THE MINIMUM TECHNICAL DRAWING FILE: 190306,DWG DATE DRAWN: 10 3 2019
STANDARDS FOR LAND SURI-YING JF_SM9ED IN THE STATE OF FLORIDA RULE 5J-17,
F.A.C. FURTHERMCIif; 1141S CER1IFICATION SHALL NOT EXTEND TO ANY OTHER PERSONS LAST REVISION: N/A X REFERENCE: N/A
OR PARTIES JT ER THAN THOSE NAMED ON THIS SURVEY AND SHALL NOT BE
VALID AND FINDING AGAINST YHE UNDERSIGNED SURVEYOR WITHOUT THE ORIGINAL GREGORY A. SHIJ P, PSG LLC
RAISED SEAw AND SIGNATURE OF THE CfTIDA LICENSED SURVEYOR AND MAPPER. PROjf'SSIONAL SURFFTOR cce A(dPP6R
8237 CRESCENT MOON DRIVE, NEW PORT RICHEY, FL 34655
— - PAONB (727) 850- 161
GREGORY �I�5v,PR6FtSpfALSdRVEYOR & MAPPER No. 6161 LB 7961 www.9m9shimp. corn gmgshimp®gmaiZ cam
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1. IN COMPANY WITH THE OWNIBR, V151T nrHE 51TE AND VERIFY THE
EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED.
1.1) CAR 9)LLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION.
I.2) MARK INTERFACE W;ZFACES A5 REWIRED TO ENABLE WORKMEN
AL50 TO IDENTIFY ITEM5 TO BE REMOVED AND ITEM5 TO EE LEFT
IN f'LAGE. .
z• SHUT OFF, GAP, AND OTHERWISE PROTECT EXI5TIN6 PUBLIC
UTILITY LINE5 IN ACCORDANCE WITH THE REWIREMEJT5 OF THE
PUBLIC ASE _,Y OR UTILITY HAVING JUR15DIOT10N.
3. COMPLETELY REMOVE ITEMS 5C4EMLED TO 5E 50 DE'M0LI5FIE1;?
AND REMOVED, L.EAVIN6 SURFACES CLEAN, SOLID, AND READY TO
RECEIVE NEW MATERIAL5 SPECIFIED EL,5E44ERE.
4. IN ALL AG171VITIE5, COMPLY WITH PERTINENT RE6ULATION,5 OF
CSOVERNMEN TAL ASEWAE5 HAVING M[5010TION.
5. DEMOL15HED MATERIAL SHALL 13E CONSIDERED TO 13E PROPERTY
OF THE COt- �A TOR AND SHALL 13E COMPLETELY REMOVED FROM THE
.JOB SITE.
6. IN THE EVENT OF DEMOLITION OF ITE-15 NOT 50 5GHEDUL.ED
TO H3E DEMOLISHED, PROMPTLY REPLACE 51JGH ITEMS TO THE
APPROVAL OF THE ARGHITEGT AND AT NO ADDITIONAL C05T
TO THE OWNER
7. A5HE5T05 AND HAZARDOUS MATERIALS DEMOLITION OR
REMOVAL HOiRK 15 NOT PART OF TH15 C ONTRAGT.
.b. THE DEMOLITION WORK 15 NOT LIMITED TO DEMOLITION ITEMS
LISTED OR SPECIFICALLY IDENTIFIED ON iliE! CONSTRUCTION
DOCUMENT5, eUT 5H.AL INCLUDE T4055E ITEMS NEOH95ARY FOR
A FINISHED AND COMPLETE PRO.IEGT.
q. 6E1ERA(.. CONTRACTOR TO INCLJIDE ALL INTERIOR AND
EXTERIOR FATCH.IN6, REPAIRING AND FAINTIN6 TO PROVIDE
ERIA
PROFE5610NAL AND COMPLETELY FINISHED PROTECT
ACCEPTABLE TO THE OWNER
GENERAL NOTES_:
1. There shall,be no deviation from thepe plans without prior approval.
from Owner & Engineer
2. The contractor shall check and Verify. all dimensions & conditions of
the job site and.report any discrepancies or conditions that are unsafe
or unsatisfactory before proceeding with the work.
3. The contractor shall provide for the safety & prevention of injury
to all persons at the site. II.e Shall be responsible for damage due to
the work, to material or equipment and other property at or near the
site.. Ile shall maintain the site &- adjacent site in a clean & orderly
condition throughout the project.
4. The contractor shall do all work in strict conformance to the plans,
codes & ordinances, manufacturers reccomendations &-acceptable trade
practi.ce.s. In case of conflict the most stringent requirement shall
govern the work.
5. Any change made prior to approval by Owner & Engineer are disallowed
as extras & the Contractor may have to restore to.conform to plan with-
out additional compensation.
6. Shop drawings of all prefabricated structural systems & mechanical
systems shall bear the seal of a Florida Registered Professional Engi
neer & shall be submitted to the Engineer of Record by the Contractor
for approval'.
7. Contractor shall not scale drawings. Any information that he can-
not obtain from dimensions, details or schedules, he shall cc -ordinate
with Engineer bf Record.
8. General Contractor shall check & coordinate work of various trades
to -prevent any conflicts.
9• Contractor shall provide all Subwith a complete set of
-contractors
plans.
10. Plumbing & air conditioning shall conform to the Florida Energy Code.
11. Electrical work shall conform to National Electrical Code &
County Code.
12. Provide plastic sleeves in masonry, partitions, foundations, etc.,
as required for utility services.
13. All bolts, clips, hangers, etc., shall be galvanized.
19. All timber construc.tion shall conform to AITC, latest. (fb=150Q psi).
15. Masonry bearing pa`.r-ti.tions shall be reinforced with a steel wire
trussed type .reinforc`" g every other course.
16. Provide & install, ..smoi-,e detectors.
17. Cast -in -place concrete shall'be per ACI-316, ACI-301 & the Florida
Building -Code. r1c=4 ksi in 28 days.
18. No pipe, conduit, or junction boxes to be placed in slab or columns
unless specifically shown on structural drawings.
19. Reinforcing steel shall be per ACI-615, Grade 60 for main bars,
Grade 40 ok for stirrups and ties, (note: 41:2 bars can only be used in
tie -column & tie -beams in a masonry. wall) Cover shall be 2 (two) inches,
all bars in wood or metal forms, 3 (thre•e) inches where rock or soil is
used for forms.
20. The sides of all auger holes in rock shall be trashed & cleaned be-
fore placing concrete.
21. Concrete shall not be mixed -in -place in an auger hole.
22. The concrete mix shall be proportioned & produced to have a 4 (.Four)
inch slump if consolidation is to be by vibration, & 5 (five) inch slump
if by means other than vibration. The mix shall be placed within 1 (one)
hour of batching, &' if the mix begins to set, no attempt to re -temper it
with water shall be made & the batch shall be discarded. If a truck ar-
rives in good time from the plant & the mix has less than the 4 (Four),
or 5 (five) inch slump, water may be added to bring the mix in compliance
I.ritil the required slump, Q'i'IIERWISE, DO NOT ADD WATER AT JOD-SITE, except
for surface finishing. In no event shall structural concrete be pumped
1rit11 less than a 4 (four) inch diameter pump.
DESIGN CRITERIA
Design conforms to Florida Building Code, 2020 and
ASCE 7-10
Ultimate Wind
150
Compon. &
Speed, mph
Clad., psf
A
s
Walls, Tone 4
10 sf
Design ' Wind
116
Speed, mph
Wind Exposure
B -
Floor Live
NIALoad,
psf
Internal Press.'
Roof Live
Coeff.
N/A
Load, psf
4/A
------
Design Soil
2000
Roof Dead
A
Load, Psf
Load, Psf
Wind bourne
Uplift, psf,
Debris Zone
No
Int., Ends.
WA
Occupancy,
FBC, Chap. 3
R Sk
Category II
Category
CONCRETE, NOTES,
�AW`�M&E e uwMuu cwPREssVE smacm
AL 4
WOM WIRE FASM SHALL CONFORM TO AS7M A-18&
wlf 11 C : 1 •9 �f. 1
1 ;►.-a• -��+ '' �11�.�� � :r�rt 1 tire:, r • x->..
it
PROVIDE CORNER BARS FOR ALL FOOTNM
I�
I
Allowable Soil Pressure for Footings
Presarpf i re evicif ies:
?be allocable bearing opacities fOr soils consitionto Of'
undisturbed sand, or sand and rock, may be taken as a auisub of
2000 psf uDless a hither Yalue is sabstintiated by' recoen1 1a
tests, analysis or procedure, this Val-ue is considered safe with
respect to actual failure of the supporting ground, but does not
necessarily ensure the prevention' of excessiYe foundation
ioYevents,
lepljeement of Aefecfire Soil
Soil under the f ootints cout.asiAated Ui t.h orlinic
■aterials or trash nest be replaced Vith clean f ill. as belov. 1•f
there is any eridesce that the soils are aot undisturbed sand or
sand And rock, the Bn;ineer Last be notified,
fill to Sugporf foundsfions
A f it led subgr'iie, laid in J" l.if ts, shall be thorou;hly
compacted by approtei aethods. All fill placed Under founiations'
shall be,clean sand or rock, free of iebris and other deleterious
vaterials. Voids around rocks shall ..be carefully filled and
properly coapacted.
The fill shall be compacted Inier the snperY i s i on of � a
Spec ill Inspector to a Rinisala of 95% of taxiaus dry density fo-r
all layers, as Yerif ied by ASTY D.1557 field density tests,
GOVERNING
CODES
8c REGULATIONS
2020
FLORIDA
BUILDING CODE
2018
NFPA
1: FIRE CODE
2020
FLORIDA
FIRE PREVEN110N CODE
208
NFPA
10; STANDARD f0it PORTA19.E FlRE EXTINGUISHERS
2020
FLORIDA
6UILDMIG CODE ENERGY CONSERVATION 2019
NFPA
13: STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
2020
FLORIDA
BUILDING CODE PLUMBING
2014
NFPA
7P. NATIONAL ELECTRICAL CODE & 2017 AMENDMENTS
2020
2020
FLORIDA
FLORA
BUILDING CODE MECHANICAL
ACCESSIBIUTY CODE
2019
NFPA
& REASONS
72 NATIONAL FIRE ALARM AND SIGNALING CODE
2018
NFPA
101: LIFE SAFETY CaDE (FLORIDA EDITION)
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