HomeMy WebLinkAbout22-4208City oIf Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
Phone: (813) 780-0020
Fax: (813) 780-0021
BAR-004208-2 2
I'll I !lI IIIII III T III Irl "I 1111111� I
,97 TOM tMAWM
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE FE IT OFFICE
?�ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOV
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-81 3-780-0021
Building Department
Date Received Phone Goniaet for Ing 863 2 5-4790
Istaloss was Owner's Name Owner Phone Number 863 205 4790
Owner's Address [6586 COBBLE BLISS STREET, FL �33541 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titlelholder Address
JOB ADDRESS 6586 COBBLE BLISS STREET, ZEPFIYRHtLLS,LOT # 24
SUBDIVISIO PARCEL ID# F04--26-21-0130-01000-0240
SEE�7= (OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTRF--] ADDIALT = SIGN DEMOLISH
11 INSTALL [:�:] REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION BLOCK E] FRAME En STEEL
DESCRIPTION OF WORK F 10x19 SCREEN ROOM
BUILDING SIZE SO FOOTAGE HEIGHT
=BUILDING r 91000 VALUATION OF TOTAL CONSTRUCTION
W.R.E.C.
AMP SERVICE PROGRESS ENERGY
0 A
/rtf I-C/ " /---\
VALUATION OF MECHANICAL INSTALLATION
=GAS
ROOFING SPECIALTY = OTHER
FINISHED FLOOR
ELEVATIONS FLOOD ZONE AREA =YES NO
----------------------------
BUILDER
PREMIER SCREEN
COMPANY E PREMIER SCREEN ENCLOSURES
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SIGNATURE
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Address
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License #E=====
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COMPANY E
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SIGNATURE
REGISTERED FEE Y I
Address
UGense #
PLUMBER
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COMPANY
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SIGNATURE
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Address
Ucense#
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License #
RESIDENTIAL
Attach (2) Plot Plans; (2) sets of Budding Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ten (10) working days after submittal date. Required Basile, Construction Plans, Stounwater Plans w/ Sift Fence installed,
Sanitary Facilities & 1 dumpster; Site Work Permit for subdi0sionsfiarge projects
COMMERCIAL
Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction.
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stounwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster. Site Work Pennit for all new projects. All commercial requirements must meet compliance
SIGN PERMIT
Affach (2) sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
Dlroctkors;
Fill out application completely.
Owner & Contractor sign back of application, notarized
if over $2600, a Notice of Commencement is required. (AJ0 upgrades over $7600)
— Agent (for the contractor) or Power of Attorney (for the owner) would be Someone With notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Rerools if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveorays-Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
NOTICE of DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive
than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and focal regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be cited for a misdemeanor violation under state laud. If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division —Licensing Section at 7E7-8478009,
-
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the °contractor Block' of this
application for which they will be responsible. if you, as the owner sign as the contractor, that may be an indication that he is not property licensed and is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation impact Pees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or
expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that
such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy' or final power release. If the project does not involve a certificate of occupancy or final
power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer impact fees are due, they must be paid prior
to perm t issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIENLAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, t certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. if the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner' prior to commencement.
CONTRACTORVOWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as
indicated. i certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that i
understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection -Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, WateriWasterivater Treatment,
- Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Carps of Engineers -Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency -Asbestos abatement.
- Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood gone 'W unless expressly permitted,
- if the fill material is to be used in Flood Zone "A" it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wail
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which are elevated by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise In good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction, I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or
other installations not specifically included in the application- A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official frorn
thereafter requiring a correction of more in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work
authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a
period of six (6) months after the time the work is commenced. An extension may be requested, in wetting, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. if work ceases for ninety (90) consecutive days, the job is considered
abandoned.
xIMAM
Subscribed and sworn t or affirmedPefore me this Subscribed and sworn i o this
by J
Who islare personally known to me or hasthave produced Who istare personalty known to me or has/have produced
s identification. US 1uVuk111UdUUr1_
Notary Public
Commission No,
ANGEIA WILLIAMSON
Name of Notary typed, printed or stamped
m r gng,awc8,0..
MY "i fN+RnAab:as Gfi> 333393
arro �4 s Rom..
�Y et k
Notary Public
Commission No.
ANGELA WILLIAMSON
Name of Notary ty , printed or stamped
$ $Y8ak3tRkN1
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ADDRESS-
6586 C0913LE BUSS S7REET
FLORtOA 33W
FOR THE BENEFIT AND
EXCLUSIVE USE OR
DHI TITLE OF FLMDA, INC.
CHI MORTGACC COMPANY LTD.
DHI TITLE INSURANCE COMPANY
LINDA ES PHINEAS MOORE
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NOTES
S. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD InED.
INCONSISTENCIES HAVE BEEN N07ED ON THE SURVEY, IF ANY.
3. THE HAS NOT ABSTRACTED YHE D SHOWN
N EASEMENT RIGHT OF WA m RESTRICRONS OF
RECORD WI*CH SAY AFFECT THE TITLE OR USE OF E LAND.
4. NO UNDERGROUNDIMPROVEMENTS HAVE BEEN LOCATED.
. BUUNG TIES SHOWN HEREON ARE NOT TO BE USED TO
RECONSTRUCT THE BOUNDARY LINES.
S. ELEVATIONS ARE BASED ON PASOD COUNTY BENCHMARK # P
HEREONAND POS11MED BY THE
CLIENT cYT T AL CEO NOT BY
TK i WAS
PM*'CRMED IN THE FRO 014 02-17-22.
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CONTRACTOR: Premier Screen Enclosures
DESIGN CRITERIA:
Standards
1. The 7th Edition (2020) Florida Building Code, specifically Chapter
16 Structural Design, Chapter 20 Aluminum and Chapter 23 Won&
2. AA ASM 35 and AA ADI'Vil Specifications for Aluminum
Structures, Part I -A of the Aluminum Design Manual prepared by
The Aluminum Association. and the AAF Guide to Aluminum
Construction in High Wind Areas,
3. ASCE 7-16.
L-oadm&Criteria
I. Live IA)ad:
2. Dead Load: I PSF
3. Wind Load:
31. Building Occupancy Category, Section 1604.5 and Table
1604,5: Risk C"ate2oryr 1.
3.2. LltinuuQ Design mind Speed: -VLLT = 11224PI-I Nominal
Design Wind Speed: V-AeD = 101.
3,1 Exposure Category, Section 1609.4.3: E122are C;
3A. Screen Enclosure Section 2002,4
4. Building Category for Alurninurn Structures, Section 2002,6:
C ate or 'i 1-Screen Room: abitable Unconditioned
E22EUte
1. Roof Type: h �,OINOSLO�RE
1 Roof Material: 2000 L0
I Number FL 7561R5
Foundation Beal n
The foundations are
iigseciiacatflons
The following specifications are applicable to this project:
1. All work shall be in accordance with the 7th Edition (2020) Florida
Building Code, and any other applicable local codes and
regulations.
2. Aluminum extrusions shad be 6005 T5 Alloy. Due to quality
control issues, no manufacturer substitution is acceptable without
the specific christen, signed and scaled authorization of Florida
Aluro"surn Engineering,, Inc.
1 Screen material shall be 18' '14 screen unless approved by Florida
Aluminum Engineering, Inc.
4. Fasteners are required to be corrosion resistant, minimum SAE
Grade 2 or better zinc plated to ASTinsB633, or coated stainless
steel series "300'% or uncoated stainless steel series "400",
5, Approved concrete screw anchors to be Simpson Titen-Fit or
equivalent,
6, All SelfMating Beam Sections are to bestitched with either 1414
screws 6" from ends and 24" center to center or 412 screws 6" from
ends and 12" center to center.
7- Where concrete specifications are required, whether in the screen
enclosure scope or not, by one or more regulatory agency, the
following specifications are applicable:
a. Concrete shall conform to ASTM C94 for the following
components:
i, Portland Cement Type L- ASTM C 150
ii, Aggregates - Large Aggregate 3/4" max - ASTIG C 33
if Air entraining 1% - ASTNNI C 260
iv. Water reducing agent - AST XM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b, Metal accessories shall conform to:
i. Reinforcing Bar-, - ASTM A615, grade 60
ii. Welded wire fabric - AS17v1 A185
c. Concrete slump at discharge chute not less than Y or more
than 5", Water added after batching is not permitted.
& Prepare and place concrete per American Concrete Institute
Manual of Standard Practice, Parts 1, 2, and 3 including hot
weather recommendations.
a. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for
termites in compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h, All aluminum components embedded within concrete shall
be coated with a bituminous paint or epoxy.
8. All flashing and weatherproofing shall be provided by the
contractor.
9. Door location shall be rictermirnal by contractor in the field,
10. Use of these plans acknowledges and accepts a limit of liability
not to exceed design and engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE
TDN7ANCEDTECHN0L0GY COUNCIUS
WEBSITE AND GOOGLE EARTIL
18/14 SCREEN TO BE
USED IN THIS PROJECT
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C, 0 0 E S UNG CODE,
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2X2GIRT NATi0NA_:tLhk, Klu-'ODE,
144 A N D T H EM C' IT Y 0'IFF 2Z E P H Y R H I L 1- 83 DRAWN BY
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ALUMINUM MEMBERS DIMENSIONS
11OLLONN'SECTIONS
2 x 2:
2" x 2" x U46"
2 x 3:
2" x 3" x 0,050"
2 x 4:
2" x 4" x 0,050"
2 x 5:
2" x 5" x 0.050"
OPEN BACK SECTIONiS
I x 2: P x 2" x 0.040"
1 x 3: V x 3"x 0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2"x 0,045"
2 x 3 Snap: 2" x 3' x 0,050"
2 x 4 Snap: 2" x 4" x 0.045"
SELEIIATENG (ST-vlBj
2x4SMB: 2" x 4"x 0,0447x 0.100"
2x5SMB: 2" x 5", x 0,050"x0J00"
2x6SMB: 2" x 6" x 0.050"x 0.120"
2x7SMB: 2" x 7" x 0.057x 0120"
2 x 8 SlvlB: 2"x 8" x 0.072", x 0.124"
2x9SMB: 2" x 9"x 0.072"x 0. 124"
2 x 10 SNIB: 2"x 10" x 0.092"x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
NIINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW XNCHM
SEMPSON TlTE-.N HD OR EQUrVAl,EN-F
SHEET 'VIETAL SCREWS {SMS )_
IT W /BUILDEX OR EQUR7ALENT
WCOD
"--�l 14" DJ A. x 3" WOOD SCREWS,
X 6'; FROM GIRT & @ 12" O.C.
CONC:
1/4" DI A. x 3" CONCREIFTE
SCREW ANCHOR, 6"
FROM GIRT & @ 24" O.C.
(4) #10 x 1 1/2" INTO
SCREW BOSS
2" A 2" OR 2" x 3" HOLLOW
SECTION GIRT
11 x 2"
(1X2 TO HOST STRUCTURE DETAIL a SCALENTS
118" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY EA
SIDE W/ (4) #14 x 3M" SMS
INTO UPRIGHT
BRICK PAVERS--,
BONDEDTO
CONCRETE
21WWNCONC
ANCHOR EMBEDMENT
2" MIN EDGE DISTANCE FROM
SLAB 1 FOOTING EXTERIOR OF COLUMN TO
SEE PLAN OUTSIDE EDGE OF SLAB
SIDE VIEW
(2) 3/8"DIA. C
SCREW
(21/4" COM
SLAB / FOC
SEE PLAN
CORNER POST
(2) #10 x 1 1/2" SMS
THRU SCREW BOSSES
SLAB / FOOTING
SEE PLAN
(4) #14 x 3/4" SMS
INTO POST
1" x 2" BASE PLATE
ANCHORED TO LONG VVI 1/4"
CONCRETE SCREW ANCHOR
(MIN, 1 1/4" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
I" x 2" BASE PLATE
ANCHORED TO CONC W/ 1/4"
CONCRETE SCREW ANCHOR
(101N. 1 114° CONC. EMBED)
6" MAX EACH SIDE OF POST
AND 24" 0.0 MAX
FRONT VIEW
OPTION 1:
2" A 2" x 1/8" ALUMA GLE
VVI (4) #12 x 5/8" EACH SIDE
CHAIR RAIL
I" x 2" O.B. FASTENED TO CORNER
POST W1 912 x 1 1/2" SMS AT 6" FROM
TOP & BOTTOM RAILS. TYPICALLY @
118" x 2" x 2" EXTRUDED
ANGLE 5052 H-32 ALLOY
24" O.C.
W/(4)#14x3]4"SMS
INTO Di
1P X2" x 2'' EXTRUDED ANGLE 5052
H-12ALLOY EA CORNER VA (2) #14 x 2"
BRICK PAVERS
SS INTO POST & (1) 3/8" DIA,
M
CONCRETE SCREW ANCHOR INTO
CONCRETE
BONDEDTO
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CONCRETE�
SIDE VIEW
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OPTION 2:
A ' /2"
0, 125" x 1 1/2" x 2 118" A 1 1/2"
INTERNAL OR EXTERNAL
EXTERNAL
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SLAB/ FOOTING CONC
SEE PLAN ANCHOR
2 1/4" MIN CONIC EMBEDMPT
CHOR EMBEDMENT
SIDE VIEW
CORNER POST W1 1" x 2"@
BACKSIDE
3/8" x LENGTH AS REQUIRED
FOR 2 1/4" EMBED CONCRETE
SCREW ANCHOR INTO
CONCRETE
FRONT VIEW
�-1 CORNER POST TO CONCRETE WIPAVERS DETAIL
(4) #14 x 3/4" SMS
INTO DJ
(1) 3/8- DIA. CONCRETE
SCREW ANCHORS—,. "/—UPRIGHT
(2 1/4" CONC. EMBED) „PRE -HUNG
/I DOOR JAMB
1" x 2" BASE PLATE
ANCHORED TO CONC Wf 1/4"
CONCRETE SCREW ANCHOR
(MIN, I IM" EMBED)
6" MAX EACH SIDE OF POST
AND 24" O.C. MAX
FRONT VIEW
UPRIGHTToCONCRETEW/PAVERS
A-5�RE-HU
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SCALE; NTS
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6ATE-4511-AWN
05/03/22
REVISION
4
SHEET NO:
ON 3" CHAIRS
107' X 10" RIBBON
FOOTING
NOTES FOR ALL FOUNDATION TYPES:
1. THE FOUNDATIONS SHOWN ARE BASED ON A MIN SOIL BEARING
PRESSURE OF 1500 PSF.
2, THE SLABIFOUNDATION SHALL BE CLEARED OF DEBRIS, ROOTS AND
COMPACTED PRIOR TO PLACEMENT OF CONC,
3, CONCRETE SHALL BE PER SPECIFICATIONS ON SHEET A-1
4, FEERMESH MAY BE USED IN LIEU FOR WELDED W11RE MESH,
5, VAPOR BARRIER NEED NOT BE INSTALLED FOR EXTERIOR
NON -HABITABLE CONCRETE FLAT WORK
A CONTINUOUS FOOTING
A-3 SCALE� NTS
3" x 0.062" ALUM
RECEIVING CHANNEL
W1#10 x 3/4" TORAND
BOTTOM AS END CAP
(2) 3/8" DIA,
THRU BOLTS
#14 x 4"SMS VV
1 1/2" DIA. NEOPRENE
FACED WASHER @ 6"00,
3" COMPOSITE
ROOF PANEL
I" x 1'" x 1/8" ALUM
ANGLE VV/(3) #12 x 314"
SMS EACH SIDE
2" x 3" x 0.050"
EDGE BEAM
UPRIGHT OR POST
SEE BHT FOR ADD'L
MEMEBER INFO.
CC7�flPOSITE IaOc�F TO POST CONNECTION
Z'x 3" x 0.050"
END BEAM
I
1 1/2" x 2 1/8" x 1 1/2" x 3" x 0.062"
ALUM RECEIVING CHANNEL
W/ (3) #14 x 3/4" EMS EACH
SIDE INTO BEAM
f- EXISTING HOST WALL
CONCRETE;
(Z) 114" DIA, x 3" QUICKSET
ANCHORS INTO WALL
WOOD:
T2-)I--/Z7DIA. x 3" LAG SCREWS
INTO WALL
VS-2 1\ BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-3 SCALE: NTS
�
FLASHING - INSTALL
UNDER EXISTING DRIP EDGE
3" x 0, 062" EXTRUDED
RECEIVER CHANNEL
#14 x 3/4" SMS @ 6" C.C.
TOP AND BOTTOM
1 1/2" DIA. NEOPRENE
sAIASHER @ TOP SCREW ONLY
3" COMPOSITE PANEL
1/4" DIA. x 3"
LAG SCREWS
@ 12" O.C.
S-1 COMPOSITE PANEL TO FASCIA DETAIL
11-3 SCALE: NTS
LL- z�
0
ID
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< 0
4 0
0
0
3" COMPOSITE
ROOF PANEL
#14 SMS x l" MIN. LONGER
#14 x. 4'* SMS W/
THAN PANEL'N/ 1 1/2" DIA,
1 112" DIA NEOPRENE
NEOPRENE FACED WASHER
FACED WASHER @ 6"C,C
N
@ 12' Q.C. ALONG LENGTH
/-OF
ALL END BEAMS
2" x3" x 0,050"
3" x 0.062" ALUM
RECEIVING CHANNEL
:
W/ #10 x 314" TOP AND
BOTTOM AS END CAP
1 1/2' x 2 1/8" x 1 1/2" x 0.062" x 3" LONG
ALUM RECEIVING CHANNEL WI (3)
2" x 3" x 0.050"
#14 x 3/4" SING EACH -SIDE OF
EDGE BEAM
BEAM& (2) 3/8"DIA TH RU BOLT S
INTO POST
UPRIGHT OR POST
SEE BHT FOR ADD'L--�
MEMEBER INFO.
V x 1" x 1/8"ALUM
ANGLE Wl (3) #12 x 314"
SINS EACH SIDE
I'S-3 I COMPOSITE ROOF TO POEA
k A-31 -SCALE: NITS
L3
z
z
Z
'S
z
LJJ
uj CE as
=
cl Z 5,
o z RR
J uj
I-
LLI
Cis
V) co
ui (')
co
UJ U)
-i -j
00
co
ui uj 0
n X 0 >-
0 0
" CL M
'o N u-
DRAWN BY
TP
DATE DRAWN
05/03/22
—REVISION-
SHEPET NO:
I