HomeMy WebLinkAbout19-21408 CITY OF ZEPHYRHILLS
5335-8TH STREET
® (813)780-0020 21408
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21408 Address: 39549 CYPRESS POINT LN LT 175
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-OOCO
Improv. Cost: 3,280.00 OWNER INFORMATION
Date Issued: 6/21/2019 Name: MAJESTIC OAKS LLC
Total Fees: 157.50 Address: 39549 CYPRESS POINT LN
Amount Paid: 157.50 ZEPHYRHILLS, FL. 33542
Date Paid: 6/21/2019 Phone: (585)943-2572
Work Desc: INSTALLATION SHED 8FT X 10 FT W/ELECTRIC & 20 FT X 50 FT PAD
CONTRACTORS APPLICATION FEES
WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 90.00
MARTIN ELECTRIC ELECTRICAL FEE 67.50
VV
1 r
1 11,
FRAME Ins ections 116huired
SHEATHING
FINAL
REINSPEC71ON 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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits 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
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement." -
Complete Plans, Specifications 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.
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting --
Trl-1�—I-1-7—
Owner's Name NHC-FL LLC Owner Phone Number 813-783-7518
Owner's Address 27777 FRANKLIN RD STE 200 Owner Phone Number
Fee Simple Titleholder Name I Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 39549 CYPRESS POINT LN LOT# 175
SUBDIVISION MAJESTIC OAKS RV PARCEL ID#1 24-26-21-0030-00000-OOCO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED P
NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE EX SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK INSTALLATION SHED 8FT X 10 FT W/ ELECTRIC & 20FT X 50 FT PAD
BUILDING SIZE I I SQ FOOTAGE= HEIGHT 1 :1
BUILDING $3,200.00
VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL $80.00 AMP SERVICE = PROGRESS ENERGY 0 W.R.E.C.
=PLUMBING $ „1 �l �6
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION `'
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
/, \^ . . . . . .
BUILDER �J / COMPANY V V f yJ g
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License# Z
ELECTRICIAN �t COMPANY w�
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License# FC__j,_8o ot36.E
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large 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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"""PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . .
- - - - - - - - - - - - - -
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
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)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
Building Department *7
Date Received ( `I 2 �� 13 r o 7 - �i 1..p� Phone Contact for Permitting p }-�
Owner's Name }"�c-- •�-C Owner Phone Number JL
Owner's Address ' 1�' IQ 1,1 i1i-�• c� ab® Owner Phone Number
Fee Simple Titleholder Name N A Owner Phone Number
Fee Simple Titleholder Address l
JOB ADDRESS Cy ASS �tJl N-� L��� Ys2�+��5, LOT#
SUBDIVISION S CCS�C �v PARCEL ID# Oq-9Lo' al -dd3o- coom-00 cc)
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R
NEW CONSTR e ADD/ALT = SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR 0 COMM OTHER
TYPE OF CONSTRUCTION = BLOCK 0 FRAME = STEEL =
DESCRIPTION OF WORK cz>ncv�,e- 86 x 56 (oJ ► �'x /d .5 W I-yn e I c .
BUILDING SIZE SO FOOTAGE HEIGHT
r1r9 WIT
BUILDING $3 VALUATION OF TOTAL CONSTRUCTION
ELECTRICAL Is Q O AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO
BUILDER !✓ U` COMPANY
SIGNATURE V REGISTERED Y/ N FEE CURREN YIN
Address 373 cJ 1 S-Q-SI4 Ze pk 91>L1(s FL 3 94 A License# I Ca,1903 90
ELECTRICIAN ��� COMPANY E le C'+P-i L
SIGNATURE RR REGISTERED Y/ N FEE CURREN Y/N
Address ��•DO y37 �a G 33 S2(4 License# 1 3 0 d /3 B 3
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
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 local 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 law. 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 727-847-
8009. 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 properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The.undersigned understands
that Transportation Impact Fees 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 permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, 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.
CONTRACTOR'S/OWNER'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,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps 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 Zone 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 wall
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 from thereafter
requiring a correction of errors 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 writing, 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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT OMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AG T CONTRACTOR
S crib d and sworn (or affirmed before me this Su cri and o(or affirm�I)befprg me this
511ol by ! u1 S by i 2P�J�>✓S
W is p jonally known to me or has/have produced W o i sonally known to me or has/have produced
i4 as identification. N as identification.
Notary Public _k4 Notary Public
Commission No rGG a�S5 5 7 Commission No. r'"
Name ' Nptt�yyt4vPe�p�� �rEa � ER Name of 4 ye pr
MY COMMISSION#GG 245537 MY COMMISSION#GG 245537
EXPIRES:December 3,2022 �' `` EXPIRES:December 3,2022
oc Y�. Bonded Thru Notary Public Underwiters '�'FpF F��`•�'� Bonded fiiu Notary Public Underwriters
�_
Sheds and Carports
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) Ali set-backs shall be met.
4) Shall not be installed in easements.
5) Shall.be set in the rear or side yards:
6) Only 2 accessory buildings per parcel.
7) Sheds shall not be rented or inhabited.
8) Must meet and follow all conditions of ordinance780701
9) No accessory building shall be larger than 300 sq ft without site-plan approval
10) Not to exceed 16' in height at peak.
11) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless,
otherwise specified..
12) Accessory buildings in residential zones that exceed 150 sq ft shall be constructed-of
.masonry, wood frame, aluminum or vinyl. Aluminum and vinyl shall be residential grade
and be consistent with existing architecture of the principle building and adjacent
properties.
13) Fence shall not encroach neighbor's private property or right:of way.
14) Fence shall be no taller than 6 feet in the rear and sides of home.. 4 feet from the front
of home.
15)Good side of fence shall face out.
INSTR#2019086322 OR BK 9909 PG 2821 Page 1 of 1
05/21/2019 01:11 PM Rcpt:2056610 Roo:10.00 DS:0.00 IT:0.00
Paula S.O'Neil;P&D.,Pasco Cotunty'Clerk&Comptroller
Permit No. Parcel ID No aLA~ o b- 071- Obi,-C%nbb OO Q)
NOTICE OF COMMENCEMENT
State of r)Y i C�4 County of
THE UNDERSIGNED hereby gives notice that improvement wAI be made to certain real property,and in accordance wNh Chapter 713,Florida Statutes,
the following information Is provided In this Notice of Commencement
1. Description of Property. Parcel Idemification No.rN-Flo-''r�1- 0O - t�C�C 1C`T, - obC rl D-F*175
Street Addr�ss: `7�J AI l 0(t<9=6 96t'*, (,one-
2. General Description or Improvement =f1 \mPm AG X 50 CnhCrPlF ,Oct Wr+-h 9X 11)
gut A.
3. Owner information or Lessee information N the Lessee contracted for the Improvement
T1Hc-1\5 L-L-(_
_(9114'nti -4-rar- in Q5�. `i (ter A6Ca SouL�t14'iP\C1 YY?Z
Address City state
Interestinpooperv.�turiPr
Name of Fee Simple Titleholder. 1/�
(N ciff ord from{hiller listed above)
Address CI ' State -"
4. Contractor.�1 ZC)�_[r YY`ar1 i;' es � 1>1dA "rCIC (Bru 2. _�m
t�`65� lid Str2s}E 2� ht�rhAMs (.. . .
Address ` City Stela
Contractors Telephone No.:C413-i 1 -Q'13%�
UJ
5. Surety. z of' a
Nam® Lt1 U. w
Address ®z Q
City State J U t7 S, }�»
Amount of Bon Telephone No.: - C)cl7 F-
p dO Q Nam.
6. Lander. � 0-I LU! iLU
-
ama 0 '.Ltf; , U) O- p
Address City State Sr t�:F 0"< ; 0'
- Lenders Telephone Ncei
o», L!I
Z ,C3:0 Li
T. Persona within the State of FI a deal nated b the owner upon whom notices or other documents m be served as _ F-�
Section 713.13(1)(a)(7),FM Statutes: g y ay provided by 0, ;a .
V ¢ O
M: C) Z:
Name Q F_ I.-,
-,
LL U LC1.t7 L
Address CityState �'I.-
To
W: z o
�
lephone mber of Designated Person: J t L1 O O
8. In add to himself,the owner deaignstea of 9y :n: ;
to receive a copy of the Lienors Notice as provided in Section 713.13(%),Florida Statutes. ILLI
•F-;'Z�'!
Telephone Number of Person or Entity Designated by Owner. "Q
4-, LLl LL
_�r� .
9. Expired-date of Notiee'cf CommencenseM{the a>gatraBon data may not be before fire completion of construction and final payment to I the Co Z x Z,
contractor,but wtA beam year from the date of recording unless a different date Is specMied): F-'~' q- co
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13 FLORIDA STATUTES, AND CAN ` tt
RECORDED AND POSTED ON THE ULT IN YOUR PAYING JOB SITE FOR BEFORE THE TO E FIRST INSPECTION. IF YOU INTEND gdild�O OBTAIN FINANCING CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. `
Under pert ft of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best ""• m'
of my knaModge and belief.
STATE OF FLORIDA ( •
COUNTY OF PASCO v, Y
Si roof Owner or Lessee or Owner's or Lessee's AWmorhmdco
IDlreetor/Partner/Manager
Y
o
SignatotrsTlfie(Office
The foregoing Instrument was acknowledged before me this_19_dayof 209,by`-�P551Co, n4 Qkl ,AltPt
as crYl nt3 QEY (type of authority,e.g.,officer,trustee,attorney in fact)for
r tµC-11�i L I/G )iY� ' pp m(di lei t f�J ( of party on behaN of whom Instrument was executed).
Personally Known pLt Q$Produced Identill tion 0 Notary Slgnatu
Type of Identification Produced Name(Print) 4�n t e- '; i,
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GFl I 1 V G R. 0 U
LIGHT
SWITCH
hterteik Intertek-PSI Tel +1 407 304 5560
1748 33rd Street Fax+1 407 304 5561
P A�
Orlando,FL 32839 intertek.com/building
January 15,2018
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lyons,GA)
Agency Plan Number: ROBIN GA FBCR2017
Dear Mr. Campbell:
Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),part of Intertek'Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,61h Edition
2014 NEC
A signed and sealed set of plans are maintained on file in the Third-Party Agency office of PSI.
All mandatory comments have been-satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way,please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries, Inc.
Victor C. Martin, PE#82379 Richard Olds,FL SMI-76 SM -45
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley—Robin Builders, Inc. (Lyons,GA)—wdhrobin@bellsouth.com
Ili Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek
Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK- o
AT["),and MT Group Inc.("INTERTEK-MT").
www.intertek.com/building a
ROBIN BUILDERS, INC.
L YONS, GEORG/A
0
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O
moo O� O
GENERAL NOTES ��
O0
o 3
o�
1.THIS STRUCTURE HAS BE13V DESIGNED IN ACCORDANCE WrtNC C CODE, 12.ALL WIRE SHALL BE B12 THHN SOLU)COPPER WITH GROUND.WIRING - a a
2D77 FLORIDA BUILDBK3 CODE 861 F9TITON,2014 NAIONAL ElE PROTECTED PER 2014 NEC. FDC7URE LOCATIONS 8 TYPE MAY VARY.
2017 FLORIDA FIRE PREVEN110N COD£AND ASIDE 7-10 FOR 180 MPH WIND VELOCITY '
(B SECOND GUST OGIOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 1&ALUMINUM WINDOWS-TYPE,SITE,QUANTITY AND LOCATION MAY VARY.
2IlAMAXIMUMM WINDOW SE 48•WIDE x W HIGH. m�'
AAII.LlODERT APPIL LCODEB. Iir IN ACCORDANCE WRH THE Afi.."'V2 CODE AND "1,4,OPTIONAL EXI7ERIOR WALL COVEfNINfd81NCLUDE CORRUGATED ALUMINUM.
MESA 4'LAPALUMINSS•PTT 111&DIN VINYL SDINO
&BURDINO CLAB9FIED AS RESIDENTIAL LAWN STORAGE 501125 PSF FLOOR LOAD. W�@NERGY BACKER FIBERCEMENT PANEL YCARBONATE.
OR LP SMARTSMEROOF COV�tINGSIINCWDE29GA 0ALVALU6E STEEL cl m,o
NOTFORHABITATION. SHINGLE ROOF OVER I?PLYWOOD WTTN 2LAYERS OF 16 L8.FELT OR t wam -
4.WRITIM DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. FERMATILE OVTR7ITB•OSB AND 15 LB:FELT. " FMw zo .
5.OUTSIDE OVERALL DIMENSIONB CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 1&USE 2-1/4•x JX1S`GALV RING SHANK NAILS FORALL CONNECTIONS BETWEEN C a n c
SPACING SHALL NOT EXCEED L1L1R3 AS INDICATED. W000.ENGINEERED W000.AND FIBER CEMENT SmINOS AND FlNALIE C F o a w>
S.ALL FLOOR SKID B JOIST LUMBER 70 BEN28YPKDPT 16.3W PLYWOOD FLOORING SURFACE NAILED WITH T x0.120•GALV.NAIL SPACED 5 0 2;:oz
ALL WALL PLATES,BTUDB S RAFTERS LUMBER TO BE(f1 SYP KD V EDGEI/0'OC FlFJD.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. 0 3
7.ALL WOOD WRAITH B•OF QRADE GRIN CONTACT WITH MASONRY SWILL BE : yJv o a -
PRE3HIVATIVE TREATED IN ACCORDANCE WlilN AWPA W AND 17.FOUNDATION FOOTING AND ANCHORING OF UMT WILL BETHE OWNERS
FASTENED WITH GALVANIZED FASTEI�RB. RESPOId318tLfiS/TO CFECKWfTH L�OCA�L CODEAUTLtORITYTO yEpIFy SPECIFlC p
IREMEM8AFFECTING THE IN8'TALLA SETUP AND IITLLRY
8.TRUSS DESIGNED TO SUPPORT AL•LL m 35 PSF. ��IL FOSTOTMRECO�MtPL�lA1JQ RICE ITIi�LOCAL,COUNTY ORM LL-IPAL CODE O o a o
&ALL ALUMINUM 8IDINGlROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B,7DB. REQUIREMENTS FOR THIS STRUCTURE. irmekC" . '
92JXq MINIMUM YIELD STRENGTH. 1S.ROOF DRAINAGE PER 1503A NL RB03.4 6SSS'"'""'si
10.USE M8Xt TYPEASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN ..K..�a..,.r.,�..e '
ALUMINUM LAP SIDING AND FRAME USEN8 X 3W WITH 1fT NEOPRENE SACKED
WASHER ACHED ON CONNECTIONS BETWEEN ROOF AND FRAME STRUCTURAL LOAD LIMITATIONS LROB
FOLLOWS:
ROOF -PERIPHERAL LAEMIMIS SOC mm.,°'" BULDRS INC.ROOFBIDING-INTENORMEMBER310'OC FLOOR LIVE LOAD: 6'rmu,"" bm .STATESY.SIDING.1'COCBOTTOM F'ERUE,�J2. -a 50/125 PSF GA
6 32GA 65
11.DOOR SHALL BEYXY8TEf3.TUBE WELDED FRAME WITH AN ALUMINUM ROOF LIVE LOAD:
PANEL INSERT A 30 PSF
WITH STRUCTURAL LINERAND PIANO HINGE DOOR IB
ATTACHED TO VE RACAL DOOR JAMB.OP ZONAL DOORS INCLUDE ROOF SNOW LOAD: `T11111 N NrrT�
DOUELEALUMINUM DOORg,GARAGE DOOR AND PREHUNG STEEL DOORS.TYPE. NOT APPucABLF
3�,QUANTITY AND LOCA7fON MAY VARY.DDOR NOTSUB,Ef.TTO HEIGHT �SH,E V��.,� AMERICANA, RUFFY
AND WIDTH REQUIREMENT IF BUILDING IS<4400SF PER FBC 1010.1.1(8�. WIND LOAD: �: FLORIDIAN, GAMBREL
A ULTIMATE 160 MPH;NOMINAL 124 MPH U BARN, GREENHOUSE
B.RISK CATEGORY 1 ` Nn.524.19 CLASSIC, PORCH
C.B WIND EXPOSURE CATEGORY
D.GCPi a+-.55 INTERNAL PRESSURE 21P Of
',o%. BDOEOF -IBC 2017 "
'12-20-17 1 of 6
NONE
PSI APPROVAL 201"1-15
FLOOR DETAILS _
O H n
�o
_ N
_ VARIES TO 6n' O•
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'120 NAILB A e.n WITH A CENTER SKID=ND AN EXTRA SKID IS PLACED UNDER EACH
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FLOOR DETAIL 12-20-17 2 °` B
NONE
N.T.S.
P51 APPROVAL 2016-07-15
HEADER DETAIL MAX SPANS&FASTENING FRAMING PORAMERICAHA,CLASSIC,RUFFY 20 GA.2.5"X4•MREK CONNECTOR PLATES
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PSI APPROVAL 2016-01-15
FRAMING FOR FLORIDIAN
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FASTEN W/S-11/4"x.10S NAILS 3"x.tt0"NAILS ON 8"SPACING ATTACH TO GABLE RIM W/&3"x.120"NAIIS EA END ROBIN BUILDERS INC.
SIDE WALL FRAMING 562 S.STATE St.
2'(4#1 SYP STUDS _ LYONS G4 50436
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ASS N NOTOT EDD
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PSI APPROVAL 2018-01-15
�k• GAMBREL BARN FRAMING DETAILS 1X4 SYP tit PURLIN SURFACE NAILED WITH
��� (3)7H8•X 2•STAPLES PER CONNECTION
(ALT)2D GAUGE STEEL HAT CHANNEL 'd^
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.'•,iY6j6o�:' MAX. `12-2.0-17 5 of 8
CROSS SECTION DETAIL .. NONE
PSI APPROVAL 2018-01-15 N.T.S.
HEADER DETAIL.MAX 3PANSSFA87FNIN0 FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS
SIDEWALLS S ALONG RIDGE WITH
HEADERS 1-20 2-2X4 2.2X4 ROOF PITCH VARIES
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FASTENING 2-®tO x 3f4• In-
KOMDOUBLE—IS 131 61 MAX.SKDS
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O `"12-20-17 6 of 8
CROSS SECTION DETAIL STEEL STUD DETAIL NONE
NTA. N.T.S.
PSI APPROVAL 2018-07-16
TRUSS SCHEDULE: 2X4 SYP#1 TRUSS RAFTERS 24'O.0 FRAMING FOR PORCH MODELS `\`71�111 U1/irxx i
DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS
&STITCH TOGETHER W/3"x 0.120"NAILS FOC ���f�:'J •'••
DOUSLETRUSS
AT EN FIELD TRUSSE524'OC 20 G0.2.5X4"TRUSS PLATES N.
NOTE GABLE ORIENTgTION IS SYMBOLIC EACH SIDE OFTRUSS ={r? ;1}
SINCE GABLE C
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BE IN EITHER
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CORNERSTUDS 2x4 PT JACK STUDS 2x4 SYP PT TOPPLATE CONT.11 ggTT��ppOPEN PORCH AREA 2X4#24$CENTERS MAX6'SPAN WALL TO CORNER POST 2V#1SYP LYONS GAA30436
2-3'x.120-NAIL EA END 4x4 PT POSTS AT EACH 24'MAX SPACING 9I2-526-3266
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TYPICAL WIN.FRAMING OF PORCH PLATE-INTERIOR
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MAX 6'OPENING INTO STUDS FLOORING:SEE
y�
1X4 PURUN NOTE
PORCH MODEL
SIDING:SEE NOTE#14 FRAMING DETAILS
2X4#1 SYP BOTTOM PLATE 1 12"x 12'26 G STEELS
3'x.120'NAIL 8"SPACING GOT.OF EACH STUD TO RIM JOIST
1 12"x 12"26G GALV STRAPS 614 6 PT FLOOR
PLATES (8)125-X.105'NAILS(TYP.)
BOT OF EA STUD TO RIM JOIST ON PORCH ONLY DECKING ON 2 OUT3IDELSURFACE3 OF 2X4(6)FLOOR JOIST "CBC�2017FASTENWB-1174'x.tOSNAILS TOP&BOTTOM OF 4x4 PT CORNER ®®S�a �a(C,q+�I®� "12-2 7 OF 8
POSTS-10.9X0.120"GALV NAILS EA PLATE pS00�7 o0�7IGitSIDE WALL FRABMING 15 N
SCALE: 1/4" = 1'
PSI APPROVAL 2018-01-15
PLYVOOD FLOORING 2x4 BASEPLATE
FLDDR JOIST 2x4(6)PT RIM JOIST FLOOR JOIST GENERAL NOTES
2'x2'xl/B'ZINC PLATED WASHER < N
3/4'PLVV000 FLOORING
1/2'%4'GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH SHALL BE z -$
2x4 BASEPLATE MOBILE HOME TYPE 1/2' SINGLE HELIX EYE
ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE OR EQUAL WITH M N
WITH 1/2'x4'GALV LAG BOLT 2x4(6>PT RIM JOIST MINIMUM EMBEDMENT OF 24' AND w
THROUGH WASHER,THEN EYE OF AVERAGE HOLDING POWER OF 4,0000
ANCHOR,THEN RIM JOIST 6 2. BUILDING ANCHORS INTO CONCRETE 1/2' •
INTO END OF FLOOR JOIST WEDGE ANCHORS WITH MIN 3' EMBEDMENT
2'x2'xl/8'ZINC- 3
PLATED WASHER 3. ANCHORING CODE. LOCATE ANCHORS PER
SYSTEM TO GROUND PER LOCAL
GRADE n BUILDING
o w
1/2'%4'GALV LAG BQUT SPACING
REDUIREMENTS SHOWN WITHIN
4. ANCHORING SYSTEM TO CONCRETE SLAB PER o a
PIER SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER 00
REQUIREMENTS SAME 1/2'EYE AUGER ANCHOR VITH SPACING REQUIREMENTS SHOWN WITHIN c a
AS ANCHOR SPACING z ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END OF BUIL➢ING TO
REQUIREMENTS E 4'SINGLE HELIX 6 MIN. WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD 30
EMBEDMENT OF 24'.LOCATE THROUGH WASHER,THEN EYE OF 6. PAD SPACING OTHER THAN END PADS IS
N ANCHORS ONLY ALONG LONG ANCHOR,THEN R]M JOIST 6 CENTER TO CENTER .<
L SIDE OF BUILDING,END ANCHORS <
WITHIN 2'OF EACH END,THEN INTO END OF FLOOR JOIST 7, BASE OF EACH PAD TO BE B'x16'x4' SOLID
B'MAX ANCHOR SPACING. CONCRETE GRADE 8. HOLLOW OR BLOCK
(CEMENT M SOLID CONCRETE BLOCKS MAY
BE DRY-STACKED ON PADS FOR HIGH SETS m w s
1/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING
SHED WITH ATTACHED SKIDS 4'SINGLE HELIX&MIN. 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E
END VIEW EMBEDMENT OF 24'•LOCATE RISK CATEGORY 1 BUILDING EXPOSURE B
z ANCHORS ONLY ALONG LONG 160 M.P.H (3 SEC GUST) EXPOSURE C Iny� N iO
z SIDE OF BUILDING.END ANCHORS 2017 FLORIDA BUILDING CODE 6th EDITION o a
SCALE-N.T.S. , WITHIN 2'OF EACH END,THEN 10. MAXIMUM INTERIOR SIDEWALL HEIGHT OF 6 wMM N„
ru 8'MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT N�N
L IL MAXIMUM WIDTH OF FLOOR IS 13'10' WIDE a o
12.MAXIMUM LENGTH OF FLOOR IS 50' LONG 2 vi viT oS
13. PIER SPACING REQUIREMENTS SAME AS j z n
AUGER ANCHOR SPACING REQUIREMENTS C4 M z
ANCHOR ATTACHMENT DETAIL o g
SCALE,N.T.S. psi a �u
FOUNDATION ANCHORING TIE DOWN SYSTEM CODE REVIEW c°o a 3
2x4 BASEPL (1)1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY
PERMITTED n4sss asv.er
3/4'PLYWOO (1)2'x2'xl/B'ZINC PLATED WASHER alar�e1,rlo.;ca u 9
2x4(6)PT RIM JOIST 26 GAUGE G-90 GALV IS'LwmaMewer.PiWrE Om+
1/2'WEDGE ANCHOR WITH STEEL ED B KET
3'MIN EMBEDMENT INTO U-SHAPED BRACKET Iccrrsw)4w
1/2'x 12'EYEBOLT ATTACHED TO EACH iL95MPi5,—
SOLID CONCRETE SLAB STUD a FASTENED W/ uuccc�um4ss
EYE BOLT ATTACHED TO ANCHOR WITH THROUGH 2x4 WALLPLATE ( (14)-D.089 1.25' Dew�aentmenpcer.wnorc merax,vE ROBIN BS5UI7TLDERS INC.
"(D 1/2'x2'ZP BOLT,(2)2'x2'xl/8' 6 2x4 PT BOTTOM PLATE. RING SHANK xEALV NAILS ftpfp4)9)9,UPf99)9l) 5Iyp1I5,CA.T306i6
ZP WASHER,(1)1/2:ZP NUT SPACING OF ANCHORS TO (zuccc puoxma (912)526-3266
BE MA%3'ALONG ALL x4 BASEPLATE
A-24 SIMPS01.1(or EQUAL) FOUR WALLS WITH I
MIN 4' :;•'�•)"'''�:•;•T�:, AN CH UPLIFT
T3WITH 1/2'WEDGE ANCHOR WITHIN 1'OF 2'x4'P.T.BASE
L :••T::•:4:��•:••' EACH CORNER.
LOCATE ANCHORS ONLY ALONG ONCRETE SLAB BY
CONCRETE SLAB BY LONG SIDE OF BUILDING,END T /;y' J� F'•;C
OTHERS LOCAL LODE ANCHORS WITHIN 2'OF EACH MIN 4' _ OTHERS LOCAL CODEv�J1. y
AND JURISDICTION `•C: ':ry TIE DOWN DETAILS
AND JURISDICTION END,THEN 3'MAX SPACING L +•''r• APPLY
- No.63499
APPLY
!/a/2 01 a...
SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 0'.. MATE OF Fr
ANCHORED TO CONCRETE ANCHORED TO CONCRETE
? /z➢��N B or B
END VIEW END VIEW " AS NOTED
SCALE-N.T.S. SCALE-N.T.S.APPROVAL 2018-01-15
•
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��_
Date Received: /
Site: I t�a �S� �6 ° ' C-ti �'►2
Permit Type: 5oX q R X) v 5 °L
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
C-e e ,
This comment sheet shall be kept with the permit and/or plans.
---- JUN'2 0
Bill Burge uilding Official Date Contractor and/or Homeowner
(Required when comments are present)