HomeMy WebLinkAbout18-19442 'CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 7BUILDING PERMIT
PERMIT INFORMATION LOCATION]N FORMATION
Permit Number: 19442 Address: 3751 LAUREL VALLEY BLVD
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: 500.00 OWNER INFORMATION
Date Issued: 3/15/2018 Name: NHC-FL115 LLC ATTN: TAX DEPARTME
Total Fees: 67.50 Address: 27777 FRANKLIN RD STE 200 (3751
Amount Paid: 67.50 SOUTHFIELD MI 48034-8205
Date Paid: 3/15/2018 Phone: 904-801-2871
Work Desc: INSTALLATION 12 X 10 SHED
CONTRACTORS APPLICATION FEES
WATERMAN PROPERTIES OF FLORIDA I BUILDING FEE 67.50
FRAME Ins ections Required
SHEATHING
FINAL
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 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 2 '`
Date Received '� — I Phone Contact for Permitting ay./ �Y"
11111111 111t1 ('�
Owner's Name ^�^N L-F L 1 ``5 LLC- Owner Phone Number "(O 0 1 a&71
Owner's Address Ih-ii F2i4�K1(�� ri-aw—tv 566 Owner Phone Number
Fee Simple Titleholder Name N T'1 Owner Phone Number
Fee Simple Titleholder Address p" _J
JOB ADDRESS . r�L I� A LOT# �
SUBDIVISION a 6L bpr J PARCEL ID# ZL 1/1-a I- .
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR 8 ADD/ALT � SIGN = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER X E
TYPE OF CONSTRUCTION BLOCK ^0 FRAME = STEEL
DESCRIPTION OF WORK P15 i e� I E WI CA+
BUILDING SIZE SQ FOOTAGE= HEIGHT
EIZBUILDING $ VALUATION OF TOTAL CONSTRUCTION -b w�'�`�
=ELECTRICAL s AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING S
=MECHANICA��r
VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER a7PcOMPANY WRAeRMA R R—cDerfip 'dA
SIGNATURE ��aa� 1 ^�REGISTERED xJ Y/ N FEE CURREII Y/N
Address T!a I L F 3�JT� License# Q
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI,
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREt Y/N
Address I License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREI Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y I N FEE CURREN LY±N
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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,Stonnwater 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. (A/C 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(PloUSurvey/Footage)
o '
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � ,/ Q ��U/2L (
Date Received: c�/ / /�
Site: 3 75/ v BVd,
Permit Type: l as& ' 19 X /0 Ar bu�ad& Qkod"
CIA
Approved Who comments Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
�r l J� y� ate►/ -
KalvintSwi —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Sh
es
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):. .AII set-backs:.shall be-met. .
4) Shall be.s:et in the rear or side.yards.:
5):. Only.2.acc(?ss6ry buildings per parcel..
. 6) sheds shall not be rented or inhabited: -
7)__ ;Must meet a_nd follow all_-conditions of 6rd.inance:780-01.
8) No accessory buildin shall be lar er than 625.s. ft.without site- lan approval-
g g . q .. p
9) Not to exceed 16' in height at peak.
10 No other work sliall.be permitted framin( g, plumbing,,electric al-and.mechanical) unless
otherwise specified.. .
-11) Accessory.buildiripi in residential zones that exceed 150 sq ft,shall be constructed,of
masonry, wood frame, aluminum or vinyl. Alumi,nurn and vinyl-shall. be residential.grade:
and be.consistent with existing architecture-of the:.principle.building arid adjacent
properties:
Existing
Shed
21'-6 Shed , , " e'
L..rry OF'.5. HY-R1- 1U_�f
PLANS !--: AOINER
Existing Existing
Home Home
Exi ting
Ho e
LL W()l SH# La COMPLY lAfI 'H PPFI!^.ILJ�s.,
Existing AND THE',CITY OF Z8PHYRHILLS
Driveway ORDINANCES
Waterman Properties Street Majestic Oaks
Printed at 1/16" Lot 48
3816 laurel valley bled
Zephyrhills FL 33542
FLA NlPaAmuied Bisklin8 Program
Busines &il Su
9940AtoAh�c fl stleet
e9M
Pr�fessi�nal TaOshmee,Flonda323WO772
RCq U al i oll Fiwrie'558 487 9824-Fax:$50 414 8436
Kerr Lawson,Secretary stick Scott,Govemor
August 22,2016
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
RE: Manufacturer Certification,ID MFT-114;Expiration Date:August 22,2019
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders,Inc., located at 409 DIXON STREET,P O
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds, Manufactured Buildings for Installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans In accordance with the current Florida Building Code. Your Third
Party Agency is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed,approved and
indicated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All site-related installation issues are subject to the local authority
having jurisdiction.
The Departments contractor will make unannounced monitoring visits at least once each year-
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(www.florfdabuildj_ng.om)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuildina.om to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
G<---
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
STATE OF FLORIDA
DEPARTMENT OF C -OM-MUNITY AFFAIRS
"Dedicated to making Piorida a better place to call home"
JEB BUS14 THADDEUS L..COHEN,A9A
Caycarttir svmtmY
DMSION OF HOUSING COMMUNITY DEVELOPMENT
BUILDING CODES&STANDARDS
MEMORANDUM
From: Michael.Ashworth,Manufactured Buildings Program Wlanager
To: Building Officials.Munufhchn s&Third Party Agencies
Subject: raised Seals on Playas for Manufactured(Modular)Buildings
Date: November 28,2006
Section 553.80(l)(d),FS specificalbj exempts s� approved manufactured([nodular)buildings bearing
the DCA insignia,from firer pLn review.by local ced:enforcing agencies_ Rule 98-1,FAC;and the
Florida BWla)ing;Code(FBC)do not require original signed and sealed ply for.mandactttred(modular)
buildings to-te submitted to.local jurisdictions to obtain a building permit. ne insiknira issued by this
Deparlmgnt:attesft that the plans have been reviewed and.the buildings inspected by d_state approved
Third Ply AgenW and found compliant with the FBC.
However,any code requirements not completed at the factory are considered sitexclatesd and are subject
to local,plati review and inspWtion in accordance wMi the F13C and local requirements.Signing and
sealing ofthese plans should follmy local procedure.. All site-related installation requirements(e.g.,
foundation;electrical hook-up,plumbing,etc.,).are.W.cifically and ehtirely reserved to thtr local authority
having jurisdiction,who may require signed and waled plants for applicable-items.
The State of Florida Manufactured(Modular)Buildings,Ptogram requires its apgrovcd Third Puty
Agencies to itmi-4ain a set of signed and sealed plans,.(cither hardcopy tsr electronic)that have been
reviewed and approved by.a Florida licensed destgra professional or Modulm Plans Reviewer. Inspection
repots conducted at the namufacturing facility by Florida licensed design professionals or Modular
inspectors are also.required to be on tile.Leval jurisdictions.may require copies of the approved.plans
with the permit•application or may-rely on the plans on,flit at wwov ftoridabatildinf�g. rg.
For additional information,please contact klichael.Ashworth at 970-922-6073 or E-tttaiL-
tnicl9ael,ash�orlhclea�.staaie.fl.us.
cc: 1.Tones
Files
2 5-5 SHUMARD OAH BOULEVARD a TALLAHASSEE. FLORIDA 32309.2100
Phmne: 850,488.846618u6com 270.84GG FAX: 860.921.D761PSuncom 291.0781
mernet'8ddress, lTre:fl+ri.t�wv.dca-step fa.e;s
cstr�sso.8tA19�h1aa8 ��'�tuv_>rr'aau�`rn� �t�tlt�e�atee�ere�^r aeattaras�r�tast��°rlx_ar�acr�a
!SM,FL W..4-'t'W T23'AY"=a FL 31_. %M 5395=0,FL 3 4'2100 T9 FL YdD
4.a)29W..462 (B.Sit}G ,t 3 It6 "-09;1.= +5 ta5�} S•i9 ,
Intertek-PSI Tel +1407.304.5560
IFEMAY
174833rd Street Fax+1407.304.5561
er a Orlando,Florida 32839 intertek.com
FL Engineering Business#3684 psiusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
Dear Mr. Campbell,
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, 6tn Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
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.
Respectfully submitted,
•'` / .=%.ate/, - �'r �
Victor C. Martin, PE (FL) Richard Olds, ICC#5107840, SMP-45
Department Manager Plans Examiner
Building Science Solutions Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders berri@iarkbuilders.com
AM= PSI APPROVAL 2017-11-14
COO.1.z^V,HtY .
vxs.wou:.rcnE�an, ��LL��RRffll�jEE
ROOF SHEATHING OPTIONS:
— BOX RIB ALUMINUM DESIGN,PRESSURES
-„T — 29 GAUGE STEEL AG PANEL
STANDING SEAM STEEL ROOF 1+27.6/-94.7
— ASPHALT SHIGLES WALLS/DOORS WINDOWS +32.5 —29.2
rmE waa,
0'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF
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REVIS'ONS T
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I
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NMETAL FRAMI
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ENO WAI TRUSS END WI TRUSS
X "".' .'
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I—OPTIONAL PORCH-4' OR 6'-I RAFTERS ARE IN—LINE WITH WALL STUDS
ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH
e ,y
F-
N r
r ' STATE OF t(�`
NA L
0 rona u,.— saroR
2 s-� FBPR-1 OF 7
PSI APPROVAL 2017-11-14
COMM�xr,
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
.Fx ,y WITH BUILDEX 10-IBX1 TENS
PANHEAD SCREWS WITH/3 DRILL
POINT AT 6'O.C.
aac wcq
3.6'-20GA METAL COLLAR TIE,4'-0' 2.5'x.5'CORRUGATED ROOF PANELS
LONG ATTACHED WITH(2)PTO SELF FASTENED WITH.26'-14x.76'HWH SEE ROOF FRAMING
DRILLING CRABBER SCR S EACH SIDE 7RA)OC/1 AT 6'O.C. SCHEDULE FOR RAFTER AND
BRACING SPACING
I
3S-20GA METAL STUDS
SPACED AT 24'O.0 MAX. j
SEE ROOF FRAMING ruvsnHs e m
SCHEDULE FOR RAFTER AND oTswivro n wT
BRACING'SPACING
OVERHANG OPTION DETAIL
3.5'-20GA METAL STUDS.
p SPACED AT 24'O.0 MAX.
x Ma
3.5'BRACE AT 3'-0' 1/12/17
3 ABOVE FINISHED FLOOR.
ATTACH TO EACH STUD W/(2)#10 N/A
'i SELF DRIWNG CRABBER SCREWS.
(1)INTO EACH FLANGE
SHEATHING FASTENED W/
/8x1.5'CRABBER SCREW(OR ATTACH ROOF FRAMING TO
EQUAL)AT 6'O.C. TCP PLATE OF WALL FRAMING
WITH BUILDER ID-16X1 TENS imu wow vmTam
� P A EWS WITH d3 DRILL XPoOINT AT 6'D.C. 0
M
F VM0i5,6'-0'TO 13'-6' -I
I �s
SEE ROOF FRAMING I tl %%till till,
FRAME SECTION SCHEDULE PACING SACITERNC i g ```��aEw ?.sq�o��
L10EN50
W Q
t W SF
H
3.5-20GA METAL STUDS
SPACED AT 24'O.0 MAX. `P S
STATE OF
PL 0R10
w
lit/l/11 111���,
OVERHANG OPTION DETAIL o Lb ue�T, PL
O Fb xoA
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IME PSI APPROVAL 2017-11-14
coeCra I
WALL SHEATHING OPTIONS:
BOX RIB ALUMINUM
— TWIN RIB ALUMINUM ppp1p"R
DUTCH LAPSIDING ALUMINUM
WITH DUTCH LAPSIDING STEEL SIDING
SECURED
SECU EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
-I" T-111 WOOD SIDING _
HARDIE PANEL STUCCO AND T-111 SIDING
DOUBLE - HARDIE BOARD SIDING 3.5° 20GA. STEEL
STEEL TOPP PLAATETE - POLYCARBONATE GREENHOUSE PANELS TOP PLATE
END WAIL
44 P.T. POST
3.5"0GA. STEE BRACE (2)
#10 SEIF TAPPIN SCREWS ACH
E (1 INTO EACH F GE) / / /// 7/12/17
END WALL m � �� `u ��
Pam. RUM,S°
"1 3.5"20GA. STEEL
(2)MITEK OR ALPINE •5"20G STEEL SOLE PLATE N ��w�n"way
3"X5" OR EQUAL STU 924" . MAX. FLOOR FRAMING 75
T.
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50'-0" MAX
STANDARD WALL DETAIL o ?pt y7p7EOFr�
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END WALL FRAMING OPTION END WALL FRAMING OPTION
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END WALL FRAMING OPTION END WALL FRAMING OPTION 5
m .A STATE OF
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`I'?,M Y SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
coaEA.•vrrn UNDER 30' LENGTH
SHED WIDTH A B
Kea:ui
n.:i-....u.:e
6'-0' 15" 42'
T OI SI
6-1 TO 11-8 2x6
11'-8" 2 x8'
mmc rac
28' 84'
38' 84° 'NOTE:JOISTS CAN BE EITHER 82 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
13'-8' 40' g4' DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE
wAUIES ME M01 ENo of JOIST 'FLOOR SHEATHING SECURED WITH 2j'XO.113"
To CFM YS or SKIDS ONLY.
NAIL(OR EQUAL) ®6"O.C.MAX wR
SO'-0"MAX.10S°I"'
16 O.C.TTP.
ry msc m
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JOIST IDE RAILE FRAMING S.Y.P.x�2 SKIDS2 OR(2) P.T.2x6 4'-0'OR ','! /ONA11��`O��`
SCHEDULE FOR SIZES OPTIONAL PORCH
0 rnaa r..eYnnc PX
tw
2 SKID FLOOR FRAMING PLAN �R°L
FSPR-5 OF 7
PSI APPROVAL 2017-11-14
corrr�HEty
-
I�hA�I
q
1�"z13'NOTCH woc -
FOR EACH JOIST
ATTACK JOIST TO SKID WITH A'z4"
LAG SCREW OR(2)SIMPSON H-3
(OR EQUAL)AT EACH CROSSING
tj5LAG
PSCRMS
STENED WITH(6)T}'z4"
SIDE.(3)&'z4"LAG JOIST TO SKID
SCREWS ON OUTSIDE(9 TOTAL)
CONNECTION
4"x6" P.T. SKID SPLICE
OFSCPIPI OIIC 9Y
WALL SHEATHING
3.5'20G4.STEEL STUDS 024"O.C.
T/1 7
WA
3.5'20GA STEEL
SOLE PLATE SECURED FLOOR SHEATHINGS env
WITH{y"z4'LAG W e ,a.
SCREWS 016"O.C. FLOOR JOIST >
RR
1 m
1.5 _______ ew ra
i-
SENCO K28(OR EQUAL) NAILS,TWO r W
ROWS 1.5'FROM THE EDGE,0 12° _______
O.C.•STAGGER ROWS 6'. --- ----------
3'z6'SPUCE PLATE FASTENED WITH 2X BLOCKING BETWEEN SKIDS AT D_ q
2'z4"BLOCKING BETWEEN SKIDS BOTH ENDS SECURED TO END JOIST \\\�T ����/
(5}-SENCO K28(OR EQUAL)NA
UNDER DOUBLE END JOIST WITH(3)0.120"z3'NAILS 012'O.C. \\\\•TEw T.
'eq'///i
EACH SIDE SECURED WITH(3)0.120'z3' ,J ��t <�
NAILS 012"O,C.STAGGERED EACH SIDE STAGGERED W `�A, %LCENSe
F
(2) 2"x6" P.T. SKID WALL TO FLOOR
SPLICE/SECURING CONNECTION DETAIL STATE OF
FLORIOP
Iffillill
OW.%M t UdaNA.A6
l� id,tk— FQEg
Jo — FBPT6 OF 7
ELECTRICAL WIE TONOTES,
roo�y�lv_
1.ALL WIRE TO BE 912 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2D74 EDITION.amu+eirx�..�a a. 2.Fl AND LOCATION AND TYPE MAY VARY - -
3,PLASTIC OR L K'NEW WORK"OUTLET BOXES
�a*a 4:20A GFCI OUTLETS
5,ALL RECEPTACLES TO BE A7 1Z"-16'0.EG.;MAXIMUM 8 RECEPTACLES.
.no-.=sss 6.ALL SWITCHES TO BE AT 4B'-52'A.F.G.
7.FLU0RESCENT&LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
6.ALL OUTLETS TO BE GFCI
9.THE MAIN ELECTRICAL PANEL FEEDERS.POWER HOOKUP TO UNIT(INCLUDING ALL DISCONNECTS.OVER CURRENT mx voc�r
DEVICES,PANELS,GROUNDING,ETC.)IS DESIGNED BY OTHERS,SITE INSTALLED,AND SUBJECT TO LOCAL APPROVAL
WINDOW HEIGHT,LOCATION _
AND OUANTRY MAY VARY
AND ARE OPTIONAL
mmawr
ELECTRICAL SYMBOL KEY
7 i
RECEPTACLE 3.5'METAL STUD24S
/ SPACED AT '
24DV O.C.MAX pEV6CN5�,�4 W
EI
Q240 RECEPTACLE
SINGLE POLE
SWITCH m
um
THREE WAY 7/12/17
SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL
FRAMING SECTIONS FOR FRAMING SECTIONS FOR N/A
CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING B s B[
LIGHT FIXTURE
WALL MOUNT xo
LIGHT FIXTURE \ I m � � _� "
FLUORESCENT °
u-I .�: wommv.8'n�
LIGHT FIXTURE / vI •_ �
JUNCTION BOX g
J Vw~i
WP
OPTIONAL ELECTRIC TO EACH UNIT J
WILL BE FIELD CONNECTED FROM IQI--
EXISTING POWER SOURCE W STATE OF T4�
1,4 FLORIOP
0'-0'MAXIMUM BUILDING LENG U ''��✓/�/BONA;
NOTE' ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
U renm t<..» ume
LLI
w �^°•� FBPR-7 OF 7
TABLE 2A — 165D/17oC TABLE 2B — 140C
30" AUGER ANCHOR SPACING 30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHOR SHED WIDTH MAXIMUM ANCHOR l.�e '
•{{ SPACING SPACING 3`•1�
TIE-DOWN STRAP BOLTED THRU TIE-DOWN STRAP (1)4x4 SYP$2 ON B'WIDE OR tES5. UP TO 16'`-Q" l0'-0" UP TO 16'-Q" 10•^•0"
FLOOR.JOIST 10110 1/2•GRADE 6 (SEE NOTES) (2)2x6 OR(1)440 P.T.SOP�2 9005 ��•{NNI•`'�
BOLT U1N11,4UA WITH WASHERS ALL ELSE(CA)N BE SET ON GROUND). TYPE T TYPE TA lJ f2 6'-1"TO 20'-0" 8'-0 16'-1"To 24'—O' 8'-0" ._
TIE300 ST WP BCtTID TO TYPE
3 ANCINOTt WTM/!2'GRADE 6 30"ANCHOR
30'A710ER �YtF
1/2'S,.T•(4,000 La)CONCRETE BOLT MORMUM WITH WASHEas FOR ORoRAL FOR 5(2100 Y '-1'TQ 24--0 S'-0" CODE 4NFOR TSmN Orb
TABLE 1 A - 1200
WEDGE ANCHOR 111TH WA5xER CODE VOlBON
!/2x3'(400 LB.)caNCRETE ;x DDDDDD A CHORI G TO CONCRETE UANUFAC URER `""6"p°
•-+•. - . i:.• WEE!! ANCHOR WILD BWG
WITH U-CHANNEL I TABLE 2C 12OC MAXIMUM ANCHOR pE31pFNIMLU 5fORADE
2 ' '
+ - TYPE 3 TYPE 28 30" AUGER ANCHOR SPACING SHED WIDTH SPACING BUILDING TYPE 0-0
DXISIING L 'EE !,}IlppE SO'AUGER MAXIMUM ANCHOR
ANCHOR SHED WIDTH CON50TOTEWN TYPE NI5E
COSIRG 4'CONCRETE WI H EXPAANSION FOR SOIL/CIAY SPACING 24'-0" 6•-0' FIRE PROTECTION
FIRE SUPPRE:DON 51101110 NOTE
TYPICAL ANCHOR TYPES UP TO 24'-O" 10'-0" 20'_0" 7-0' l . 5T R�6
000000WABLE 0000 OF STONES
16'-Q" 7"•6" II,-IOU H5/166/f16mph
BASIC TENT SPEED
14'-O' $'-0" EXPOSURE pj0
EHCLBSU E
TIE-DOWN STRAP BOLTED THRU 12'-0" 9'-6 INTERNAL BE L'#TFICAEHT +j-R!8
FLOOR JOIST WOOL 1/2'GRADE 5 ((1)4x4 SIP 90 ON S WIDE OR LESS. (1;4,4 SOP#2 ON 8'WIDE OR LESS. 1.15
1/2'x.3'{4AO0 La)CONCRETE SO4 SOLE PLATE(NATURALLY BOLT MINMUM WON WASHERS (2)2x6 OR(1)4,0 P.T.SIP#2 SKIDS r(2 2x6 OR(1)4x6 0.T,SIT 02 TWOS 10'-Q^ 1p-6 INPoREANCE FACTOR
WEDGE ANCHOR WITH 2'WASHER DURABLE WOOD OR P.T,) (NUT&BOLT OR L)C.BOLT) ALL ELSE(GAN BE SET ON GROUND). ALL EISE(CAN BE SET oN GROUND). ROOF DEAD LOAD 1aP5F
TIE-DOWN STRAP SECURED 17-0^ ROOF IRE LOAN 26P3f OR 2085 PD4B LOAD
OOSE
TIE-DOWN STRAP BOLTED TO TYPE 101114<8)102x1.5'FNds g,_O«
3 ANCHOR W1TH 1/2'GRADE S
f
GMDE —_-,•_d'----i-_ Y BOLT MINIMUM WITH WASHERS (j•-0' 12'-0" FLOOR LIVE LOAD �y
,=I 6/B' 30'EARTH ANCHOR:
1/z'x3'(4.000 LA)CONCRETE 1/Y AUGER 5711E FOR SO/CLAY.—'-. 'R'RATIOS OF WAGS.RAOR,ROOF W
�E1a57iH0 4 CONCRETE WEDGE ANCNOft WB 4 U-C ORlVE STYLE FOR /CORAL
A
TABLE 1 B - 1400 M PAR BINDING
A CHORI TO CO CRETE HURRCAKE PROTECTION USAGE N°
4'CONCRETE OPn1NNL SUPPORT PAD(P.T.WOOD, MAXIMUM ANCHOR NO
CONCRETE BLOCK OR PAD)SPACED SHED WIDTH SPACING INRTCAK GIG-
TEN ER 115•AGE
AT 6'••O'MAX. SOUARE FOOTAGE 118 5¢FT.OR 165
24'-0" 4'-'D" REVISIONS
20'-0" 5. O"
REV DESCRIPTON DATE BY
f ,ADDED TYPE 2a FARM ANC ASS AGIm VD BOLT DPr. 10/16/16 1116
TIE—DOWN STRAP BOLTED 7HRU 5-6" 2 ADDED t iDUDET GETUP.A(iS TIP NOIt50/10/10 LAIR
2/TO/ID 1111
SO4 SOLE PLATE(NAIURN.LY FLOOR JOIST WITH 1/2'GRADE 5 (1)4x<$YP/2 ON 8'WIDE OR LESS. 3 ADDED 3/f.,GRYAx®GI 6/SD/16 UIa
1/2'x5'(4,000 La.j CONCRETE DURABLE WOOD OR P.T- (1)4x4 SYp#2 ON 6'WIDE OR LESS. BOLT MIMMuu WDH WASFlEa6 (2)2,6 OR(1)4,6 P.T.SOP 02 51®5 14'-O" 6'-0" 4 ADDm HDTE 11 OH SGC2CNG ITLDdtS
WEDGE ANCHOR MTH 2'WASHER ) (2)1x0 OR(1)4,6 P.T.SYP/2 SKIDS MXLr S BOLT OR TD BOLT) ALL OSE(CW BE SET ON GROUND)• 6 2Dn iDc 2/30/17 A1B
ALL ELSE(AN BE SET ON GROUND).
TIE-DOWN STRAP Oit 3/16• 12'-O" 7-6"
GALVANIZED STEEL CABLE
------Y.»_ NOTES) 5/a'x 30'EARTH ANCHOR 8.-0n OmRD BYI MITE
WITH EYE HOLE:AUGER STYLE 1j 10'—O,•
1/2•x3'(4,000 LLL)CONCRETE FOR Shc/C111Y OPoYE STOLE
x 1 tea: ,,,8 11/15
4 OPTIONAL 0011100010
WEDGE ANCNpR WmN 2'WASHER FOR ROCKjCARAt -. .f= a'—O" 12•-0"
. .. ,. EXIrnNc a•GONCRETE oR oPnoNAL 6'-0" 12-0" o4el
EXISTING 4'CONCRETE SUPPORT PAD(P,T.WOOD,CONCRETE LARK BUILDERS
BLOCK OR PAD)SPACED AT s•-C" 15X. TABLE 1 C-1650 1750
A CHORI G TO CO CRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
2'WIDE 41 GAGE STEEL'4
BRACKET YE-DOWN STRAP2t}'-Q" 3-6
BOLTED THOU FLOOR JOIST (1)4,4 SIP 92 ON 6'WIDE OR LESS (1)4x4 EN®2 ON 8'WIDE OR L6S -� Ste'
WITH 1/2•GPME S BOLT (2)2x6 OR(1)4x6 P.T.GYP#2 SKIDS TIE-DOWN STRAP BOLTED TO (2)2x4 OR(1)4x6 P.O.SOP/2 SKIDS (SEE NOTES) (1)4x4 EN 82 ON B'DUNE OR LESS.
ERSYtALL ( N
LSECA BE SET ON ORGANS).. GROUND ANCHOR WITH!/2' ALLFlSE{CFNBE SET OF!ORDUND). (2)2x6 OR(1)4x6 P.T-SYP#2 SKIDS 20'-0^ 4'-0'
(NCR a BOLT OR 22(1140 BOLT GRADE 6 BOLT MIIRMIJU WTH ALL EISE(CAN BE SET ON GROUNWASHERS.S.ALSO 00151400010OUS AND
WASH TIE-DOWN STRAP BOLTED TOWITH WASH5-0"
ATTACHES?TO GROUND/2401GR ROUND ANCHOR WTIH 1/2'GRADE1S—O«ON OPPOSffE SIDE 5 BOLT UDAMUM WITH WASHERS1/2•x3•(4,000 LB.)CONCRETE 5/8•x 3O'FARIII ANcxoR: .L, 5/6'x 30•EARTH AN011510 14 ,`AUGER STIlE FOR 501 CIAY.WEDGE ANCHOR WON 2'WASHEY1 AUGER STYLE FOR SO CLNY �x \\ -f
DRYS STYLE FOR 0000 CORAL ERNE srn-E FOR ROGKjC4FAL . .. 12'-0" 7'--0" `\11 �G•VY,.,.....
EXISTING 4'CONCRETE IX5nNO 4'CONCRETE OR SUPPORT OPTIONAL SUPPORT PAD(PT.WOOD. .-.,.I
PAD(P.O.WOOD.CONCRETE BLOCK OR CONCRETE BLOCK OR PAD)SPACED 1O-0"
PAD)SPACED AT 6•-O'0.101. AT W'-O'""". ' "' •, ",�. -
TIE-DOWN DETAILS ;x5
TIE-DOWN NOTES:Ic
1. ANCHOR SPACING IS DESIGNED AS PER ENE-7. ;,.S3. STATE rltl
2. ALL MEASUREMENTS ARE CENTER-TO-CENTER.
3. TIE-DOWN STRAPS TO BE MINIMUM 1-�] x 0.035'GALVANIZED STEEL•FEDERAL SPECIFICATIONS DOS-7B1-H,TYPE-1,FINISH-B,GRADE-1. TOE-DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4.725 T.B.MINIMUM ULTIMATE CAPACITY(3,160 LB.x i$). (,,,, R 1 Q
"r��'••.� fiQF P ,�y4•!`��
4. ALL EARTH ANCHORS SHLL A HAVE A MINIMUM 4,300 LB.CAPACITY,
5. EARTH ANCHORS LOCATED AT EACH CORNER,MAXIMUM I6'FROM END(4 MINIMUM PER BUILDING).AND SPACED AS PER TABLE 2AB,C DEPENDING ON SHED WIDTH,WIND SPEED.AND EXPOSURE ANCHORS NOT NEEDED ON ENDS. �j\s'''•......... {•`,G ��
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE 1A,B,C DEPENDING ON SHED WIDTH.WINO SPEED,AND EXPOSURE.
B. MINIMUM ONE SOANCLHHOOARS TO T rHAVE AY MIINII UM OFTO 2,000F44 t COVER(DISTANCE FROM ANCHOR TO EDGE OF CONCRETE). , J!)t `\i�
S. EARTH ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR E. l+Ll f d;iiMOttNCW T Boldwin P.E..
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ASS CAP 8041000(OTHER TECHNOLCIES.INC.MODEL#OTICNI,011082 OR EQUIVALENT) F'-
1t.HOLLOW OR SOLD CONCRETE BLOCKS(8"xa"xt6 MAY BE STALKED ON PADS FOR NIGH SETS UP TO 48'WITHOUT REINFORCING. {f) Florida f)Cenos 54608
c Sheet: AP—1 0 F 1
WATERMAN PROPERTIES OF FLORIDA, INC.
February 15,2018
CONTRACTOR'S POWER OF ATTORNEY LETTER
City of Zephyrhills Building and Development Services Department,
I Bruce Peebles, license holder for WATERMAN PROPERTIES OF FLORIDA, INC.,authorize the following
people to apply/sign for permits under my license number#CRC036650.
Please allow ONLY the persons listed below to sign.This letter supersedes all others.
Lori Waterman
Diana Belcher
Heather Haynie
Robert Waterman
Tim Water an
Bruce <V"--1,ee.bleS
Contractors Signature Contractors Printed Name
STATE OF FLORIDA
COUNTY OF OSCEOLA
The foregoing instrument was acknowledged before me this / ay of . 0 ,2QAby
ra-p— •ee me-s wh is persona y own to me or has produced
N 1A as identification.
" p
�'mnYP`e
DIANA REED BELCHER
?° .`�•; Notary Public-State of Florida
« :•_ Commission#FF 180791
'•���0",��? My Comm.Expires Dec 3,2018 '
Bonded through National Notary Assn.
NOTARY PUBLIC
4851 61h Street Zephyrhills, FI 33542
I IIiIII IIIIi IIIIi IIIIi Illlllllll IIIII IIIII IIIII IIIII IIII IIII
2018034901 m v
W(n n
Permit No. Parcel ID No -S) -t)(0 -11 oJ0•0000-O` CI— I w
NOTICE OF COMMENCEMENT 00 W
CD
Stateof County of �SCb THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, 1-4•• ;a
the following Information is provided in this Notice of Commencement: th
1. Description of Property: Parcel Identification No. ` — —tQ — t9
Street Address: cg ^vt
I 07
� vmm
2. General Description of Improvement 3n5kaW�1t1C1 t^Sc Q ��� K /�r �(P:F� a\Orl!'��
0
3. Owner Information or Lessee Information if the Lessee contracted for the improvement:
7
0we--:AL\15 Lc "
Name
Address City State
Interest in Property: pW N�.2
Name of Fee Simple Titleholder: N IA
(If diff ent from Owner lisstte,d,above) (� '
Address brake Peeb(-s' Wt�s� 1111 � f�Clf l"�l>✓S OF Ncp—•C�A State
4. Contractor:
a �
i to+� 5-t�ree:t- Ze4h\lrl'u,(,(R -Y:_33
Address City r— State
Contractor's Telephone No.:
5. Surety: m v
Name W c
p \r
Address City Stale n
Amount of Bond: S Telephone No.: j o
t9 -
6. Lender:
Name I/V�,/co
Address City Stele I �'+7
1
Lender's Telephone No.:
V,Of v
7. Persons within the Stale of Florida designated by the owner upon whom notices or other documents may be served as provided by 3 n
Section 713.13(1)(a)(7),Florida Statutes: o
i G1 F.►r-
Name m
x
Address City State ;W 0
Telephone Number of Designated Person: I ~a
v
8. In addition to himself,the owner designates of_ I o
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. m
Telephone Number of Person or Entity Designated by Owner:
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one year from the date of recording unless a different date is specified): o 00 y
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT o rn N
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN LU u- 't
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE v `o z
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT —i d
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. m LL o a
0
Under penalty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best LULU
w �,
of my knowledge and belief. Cr
STATE OF FLORIDA a ° E E z
COUNTY OF PASCO p ' E o a
Signature of Omer or see,or Owner's or Lessee's Authorized o v
Officer/
Direc
tor
/Partn
e
r/
M
a
nager �-,kattorney
a g m
l►Q)Imo' l i\ 1r �l/W' U
Signatory's Title/Office ' ?4°y•"R �:_
The foregoing Instrumentwas acknowledged before m�t1iS /=day of I 1/i7t` ':20 byWVt-1 r�17 Ire ll ri
nl x�Y10i1� as (type of aulhority,e.g,,officer,trustee fame of o w instrum t
Personally Known OR Produced Identification❑ Notary Sign re ^,w 1' ^^�
Type of Identification Produced Name(Print � �1 ee
$TA E OF FLORIDA, COUNTY OF PASCO
v0 • , �� THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS MY HAND'AND OFFICIAL SEAL THIS
m tnGoit-weThot DAY OF h 2 Ciib
<l PAU A S: O'NEIL,CLERK&COMPTROLLER
• `t
iB87 BY N�L&l-,' DEPUTY CLERK