HomeMy WebLinkAbout18-20467 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20467
BUILDING PERMIT
PERMIT INFORMATION '. ''LOCATION INFORMATION
Permit Number: 20467 Address: 3920 QUAKER RIDGE ST LT 81
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s):81 Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0030-00000-0750
Improv. Cost: 3,425.00 OWNER INFORMATION
Date Issued: 11/15/2018 Name: NHCFL115LLC
Total Fees: 150.00 Address: 3920 QUAKER RIDGE ST LOT 81
Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542
Date Paid: 11/15/2018 Phone: (763)691-3867
Work Desc: INSTALLATION 8 X 10 SHED W/ELECTRIC
CONTRACTORS APPLICATION FEES
WATERMAN PROPERTIES OF FLORIDA L BUILDING FEE 82.50
MARTIN ELECTRIC ELECTRICAL FEE 67.50
Ins ections Required
FRAME
SHEATHING
FINAL i
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
813-78M020 City of Zephyrhills Permit Application Fax 813-780-0021
Building Department
f
Data Received t� 83 Phone Contact for Permittln$ 213 1'7!q-7 - OLo
_I_TT.I""1.1-T1 / d � )rr/'rr�'rrrr �{ 'Y�
Owner's Name C- 1. 9 6..LC owner Phone Number ( 1' ` ; ---66
Owners Address Owner-Phone Number
Fee Simple Titleholder Name ,; Owner Phone Number
Fee Simple Titleholder Address Q �{
JOB ADDRESS MOD Dulawy INOac LOT# �/ I
sueDlvlsloN C (x1Y�5 q 6RCEL iDli p -�'_dry()-' a� - U ^ (�O fl-UCH
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = DEMOLISH
e INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION BLOCK
= FRAME = STEEL 1 lQ ,�
DESCRIPTION OF WORK 11 v W1 �t�(� C�' l A �� � W ice'� eVCC►r 1 C OR& )( 601 MnCre-k
BUILDING SIZE SO FOOTAGE= HEIGHT 1 -- ",
F-VIBUILDING S/1 VALUATION OF TOTAL CONSTRUCTION
C�/LECTRICAL S of O� AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
In
=PLUMBING s Ot=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER COMPANY (
SIGNATURE I REGISTERED I W N FEE CURRIM- Y/N
Address i tr GP 2 ,Ylc, 1 �C i icense# 30 lO ' 3-3
ELECTRICIAN CfSPANY
SIGNATURE REGISTERED LYON EECURRa I Y/N r�
Address - r�� License 3 dl� J 0 �l
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
I I l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t I 1 1 1 t I t I 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 f 1 1 1 1 1 1
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 dale, Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivision0arge 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 dale. 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. (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 Sowers Service Upgrades A/C Fences(Plot/Survey/Footage)
Drivoways-Not over Counter if on public roadways..needs ROW
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 requiredlo,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 fora 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'perm itting--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 89707;and,
90-07,,as amended., The undersigned<also-understands;that such fees,as maybe due,will-be identified at the'tirne'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 mustbe 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 of more,I
tify-t cerhat 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
othertthan 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:,..l.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 devetopment._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 Sen°sitive
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 applyto-the use of fill:
—1 Use of.f[ll,is not.allowed in`Flood-Zone"V"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- will_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-fo be used in,Flood Zone,',"A"..,in.connection with a permitted building using stem wall
construction;I certify thaffill 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 orie.(1)
acre Which are elevated byfill,'an'erigmeered drainage,plan is required.
If I am the AGENT FOR THE OWNER,I pr omise in good faith to inform"the"owner of the permitting conditions.set forth in
this affidavit;prIor to:t ommencing 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 isticommenced. An extension
may be requested, in Writing,from the Building Official for wperiod'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 4
WARNING TO:OWNER:.YOUR FAILURE,TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN;YOUR
PAYING TWICE FOR IMPROVEMENTS`TO.YOUR'PROPEF ..IF YOU INTEND.,TO',bBTAIN;FINANCING;CONSULT
WITH YOUR LENDER GRAN:ATTORNEY BEFORE RECORDING NOTICE OF OM ENC ENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONT CTOR
Subscribed and sworn to_(or affirmed)before me this S b crib a s afflnned) for e t s
by _., y
Who[stare personally known to me or hasthave produced Whd is7e e y kno me or hasthave produced
asidentificadon, asidentifloation.
Notary Public Notary Public
Commission No. Commiss o No.
Name of Notary typed,printed or stamped Name of Notary typed,p nt28 g
Commission#FF 150422
Expires December 12,2018
•a:
P ' P•• °p••• Bonded Thru Troy Fain Insurance 800 .7018 J88
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Il:U I11Ufl
City of Zephyrhills
BUILDING PLAN REVIEWrCOMMENTS
Contractor/Homeowner: _cr-w-ALCg,
Date Received: ( 0 , ZZ-t 6
Site: 3 l xa QM-,KArr 446
_ ` s
Permit Type: S d ( W '6
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
NOV-0 12018
K&Ivin zer-Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
ALL WORK SHALL COMPLY WITH PREVAILING REVIEW DATE NOV 0 8 2018
CODES FLORIDA BUILDING CODE, CITY O��EPHVRMfLLS
NATIONAL ELECTRIC CODE, PLANS EXAMINER—AND THE CITY OF ZEPHYRHILLS
ORDINANeES
Site Plan Waterman Properties of Florida Communities
Pound Majestic
Oaks
LOT#
,4 81
2 '
xi m 1/16" Scale
Shed
,a
Shed '
,
zz
zz
Concrete 9 Home
Concrete
g 5
Street Street
'
. . . .'
`` ���� nya4ma���
- '~~` -~ `~ 17^o33rd Street Fax^1wnmusso1
� . Orlando,rLsznn
`
`
Jamuary15, 201
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1Q4O North Monroe Street
Suite9OA
Tallahassee, Florida 3Z399-0772
- '
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lymonm,GA)
Agency Plan Number: ROBIN GA FSCR2017
Dear Mr.Campbell:
f^ ,
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,6mEdition
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|n any way,please do not hesitate tw contact me.
Yours sincerely,
Professional Service Industries, Inc.'
61
Victor C.Martin,PE#82379 Richard Olds,FL8MX-J�6SM - 5
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley-Robin Builders, Inc. (Lyons, GA)-vvdhrob/n@beUsouth'opm
W Intertek is a brand name representing the Intertek Group pic legal entities,including but not limited to,Intertek
Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK-
ATI"),anumnsn,upmc.(~|mTsnrsn'xxr^). Ov*^mvJn���eh.�vm/�ui|�in�
K
1 !N BUILDERS , 1NC ® r�OLl�h
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L YONS, GEORGIA In
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE lfl 2 THHN SOLID COPPER WITH GROUND.WIRING
2017 FLORIDA BUILDING CODE 6th EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEG. FIXTURE LOCATIONS&TYPE MAY VARY. <
m7 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
(3 SECOND GUST),EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS -TYPE,SIZE,QUANTITY AND LOCATION MAY VARY.
MAXIMUM WINDOW SIZE 48'WIDE x 36"HIGH, m ul C3
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > 10
ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, -
MESA ALUMINUM 4'LAP ALUMINUM,5/8'PT T-1 11 SIDING,VINYL SIDING
3.BUILDING CLASSIFIED WITH ENERGY BRACE
BACKER, CEMENT PANEL,POLYCARBONATE,
HOT FOR HABtTA Iff AS RESIDENTIAL LAWN STORAGE,50/125 PSF FLOOR LOAD, OR LP SMARTSIDE.ROOF COVERINGSRINGS INCLUDE 29 GAUGE GALVALUME STEEL, U ow
SHINGLE ROOF OVER 1/2'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR
"TILE OVER 7116 OSB AND 15 LB.FELT,
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERMA a (4(-'
ci .- WO
Ig 0"
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 2-1/4"X.099'GALV RING SHANK NAILS FOR ALL CONNECT IONS BETWEEN En 04 0 w
SPACING SHALL NOT EX(EXCEED LIMITS AS INDICATED, L�
WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. _j>
fl
B.ALL FLOOR SKID&JOIST LUMBER TO BE 92 SYP KD PT z 16.34'PLYWOOD FLOORING SURFACE NAILED WITH 3'x 0.120"GALV.NAIL SPACED
ti E,Za
ALL WALL PLATES,STUDS&RAFTERS LUMBER TO BE�l SYP KI) 6"EDGE/10'OC FIELD.FLOORING ORIENTED PERPENDICULARTO FLOOR JOISTS.
C'l
7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE " :)z
PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA Ul AND 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNERS
FASTENED WITH GALVANIZED FASTENERS. RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
REQUIREMENTS AFFECTING,THE INSTALLATION,SETUP AND UTILITY z Boa
8-TRUSS DESIGNED TO SUPPORT D-L.�L.L.=35 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 0 K::1
RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE.
nKNtek
32,00t)MINIMUM YIELD STRENGTH.
18-ROOF DRAINAGE PER 1503A&R903.4
10.USE#8 X 314'TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN
ALUMINUM LAP SIDING AND FRAME,USE 08 X 3/4"WITH 1/2"NEOPRENE-BACKED
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS S*OC §?Bltf BUILD RS, INC.
ROOF/SIDING-INTERIOR MEMBERS tO'OC FLOOR LIVE LOAD:
SIDING- 12"OC BOTTOM PERIMETER. A, 50/125 PSr912-b2 45A
ROOF LIVE LOAD;
11.DOOR SHALLL BE 11X 11 STEEL TUBE WELDED FRAfvlE WITH AN ALUMINUM
PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE,DOOR IS A. 30 PSF
ATTACHED TO VERTICAL DOOR JAMB.OPTIONAL DOORS INCLUDE R60F SMOW LOAD.
DOUBLE ALUMINUM DOORS GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, NO!APPLICABLE
SIZE,QUANTITY AND LOOKYION MAY VARY,DOOR NOT SUBJECT TO HEIGHT 11.1 le AMERIMA, RUFFY
AND WIDTH REQUIREMENT IF BUILDING IS e-4DOSF PER FBC 1010AA(8). W11,10 LOAD: FLORIDIAN, GAMBREL
A. ULPMASE 160 MPH; NOMINAL 124 MPH BARN, GREENHOUSE
B. RISK CATEGORY I NO.6" CLASSIC, PORCH
3" "
C. B VAND EXPOSURE iATEGOW 1�, MODEL. STEEL
D. Glt4 +6% MERNAL PRESSURE
STATE Re-:� 'rBC 2017
i ........;..o
o 212- 02
0-
17 1 :0f]a
f! ; ENONE
Pfl i0PROVAI 2',l1Ni 01.1t.
FRAMING FOR FLORIDIAN
! armor rate
NOTE GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER
uJ
Ft,ntke,eoW,k DIRE(,TiON J= c*4
I
12
2.15 F— ROOFING-SEE NOTE#14
I 112"X 18"26 GA OALV.STEEL s c1l
STRAP AT TOP OF EACH STUD ON
GABLES-ATTACH TO TOP OF RAFTER
OVER RIM&TOP PLATE TO STUD
p 0
RfdWld OW! (8)1,2.r,-X IIF,-NAILS(T)P) --2x4 91 SYP VERTICAL RlkI
fLc as OVER 2x4 PI SYP TOP PLATE
FLOSMP-45'smi-16 3"x.105"NAILS 6"SPACING
OUBLE ZX4
DopVtMotAt ManWr victor C MJniA,PC'' SIDING SEE NOTE 414
fLPLXM7.1,lAP6#4Z027 ----LIX4#1 SYPKD STUDS
LWCCC OUD2436 cr x 30
w
a.
iX4 PURLIN W SYPKD PURLIN
I X T."21(i GA.QALV STEEL PLATE U1'3x0.120
AT BOTTOM OF EACH STUD I-$PER
x IWNAILS(TYP CONNECTION
2.)(4(6)FLOOR JQIST---- DOUBLE PT 2 K6 SKIDS SYP#1 BOTTOM PLATE >
T)'PICAL DOOR FRAMING
MAXIMUM DOOR SIZE
llo"WX79"H tL, V)W
EN
i- 11 w
4 WU>D WALL FRAMING Ci G
?x,l SYP 0 TOP R110 RAF TER x -10"NAILS V'(-ACH >
C4
OVER-'IX4 SYP V1 FOP PLATE CON STUD 70 PLATE CONNECTION N.T.S. xq to
FAS,104 NAIL far,00 _1 1/,."x 16'2ti G STEEL STRAP 4 =),n, z
TOP OF 9 TUID&RAFTER UNNECTION 0;c� 0 z
(3)125"X iW NAII S(TyP-) d^ F r 0
ROOFING SEE NOTE fflI zj
'SK4 fli V)ui-
;'A'rIAX SPACING
in zm
o 8 35
OR
IX4 P%)RUN— RAFTERS 2X4 SYP III t-jN 24"t'IINTERS BEARING
NOTE OPTIONAL s"NOWSTRUCTURAL DIRECTLY OVER GABLE WALL-?llADS
2X4 41 SYP BOTTOM PLATE— ro SPAN
MAX Wl%
EAVE USE 2X4 RUAFTE R,
ATTACH T00ABLE RIM W14-.T*X,120'NAILS I-A END
USE DOUBLE 2X4 SYT1111 IN"I"PROFILE MAX SPANVi5'
BOT.EA STUD 10 RIM JOIST DOUBLE.STUDS AT CORNERS STITCH'All 3"x 1:.'0*NAIL ON e;'CENTERS
FASTEN LVJ,4-1 NAILS :V x.121)'NAILS ON R'SPACING ATTACH TO GABLE RIM NAILS EA END ROSIN BQILQER�� 114C
55?S.StATE ST.
SIDE WALL FRAMING I.Y01,4 GA 304,36
2,yi im SYP STUD,$
N.T.S. 24'00
'-3'x 120"NAILS FA END 7X4#I SYP I Op
Yc
1 X4 PURL IN DADOED- BOTTOM PLATES COW
INTO STUDS
A-, ff FLOORING-I.iEL NCAE 06 FLORIDIAN
GEN -41UIN 0:SEE NOTE 4114
KID.53'm I Ir."X G STEEL STRAP '1-7 FRAMING DETAILS
11
TOP&BOTTOM OF EACH STUD
2X4(6)FLOOR JOIST
-PSC 2017
-12-20-17 4 OF 8
Al....... TYPICAL CROSS SECTION -'AS NOTED
A-1
�k SCALE. 1/4" 1'
inbertak GAMBREL BARN FRAMING DETAILS 1X4 SYP#2 PURLIN SURFACE NAILED WITH
(3)7116-X 2-STAPLES PER CONNECTION
(ALT)20 GAUGE STEEL HAT CHANNEL
(3)3"X.120 NAILS AT STUD 12 W1(2)2-1/4-XOA31 HT NAIL PER CONK.
TO TRUSS CONNECTION to r,
Z
---7-20GA 5'X4"M1rEK CONNECTOR PLATES LJ N�;
12 �- SIDE OF JOINT iy
1 6 F
lallAomw HEADER FOR DOOR OPENINGS ONLY DOUBLE 2m STUDS&RAFTERS
ti
F1 ZW-SS,SM 6 L AT ENDWALLS ONLY
LWC.CC AU0106 STITCH TOGETHER WITH
111PAIMIN 04VidVC-NW6�11
FL K=09.LA PL 032017 3"x.120"NAILS B*SPACING
uwxcuurnmc SIMPSON H2 OR EQUAL—"
EACH RAFTER TO STUD 0
SILL'SPAN& AdTf ING CONNECTION W/p)0.120"x 1-112" DOUBLE 2X4
NAILS PER ANCHOR
SILLS 1-2X4
2X4#1 SYP STUDS 24"OC MIN z
2 z
1X4 PURLIN wz90
1 Ir2"X 12"26 GA.GALV,STEEL PLATE
AT TOP&BOTTOM OF EACH STUD IX4 PURLIN 2-3"x.120 NAILS
WITH(8)1.25"X,IOF NAILS(TYP.)-- PER CONNECTION <
(3)3-X.'120'TOENAILS AT STUD
TO PLATE CONNECTION mm-0
fllf > to
FASTENING3130"x3"
2X4#1 SYP 801 TOM
NAIL EA E111 SKIDS
TOP PLATE
DOLiDOUBLEP 1 2 �,
NOTE FOUR SKIDS UNDER IT11"WIDE FLOORS ONLY V1,0
HE'ERQtr—AIL SPANS&FASTENING TYPICAL DOOR FRAMING� I)w
6" IIIAX.--- MAXIMUM DOOR SIZE- Lu,W F.-
t.- c1l
HEADERS 1-2X4 2-2X4 2-2X6 F 108"WXRGIH <0w)
t.-tq
TIII12" WITHI/2 t1i V) 10. 0_3aC
�wlLYWOOD PLYWOOD El-%jD WAL—L FR<AMING < Or 9 La
>
N.T.S,
1:92 c)ta zo z
Z C',
OR 12 0;;
I IX4 GA.2.5"X 4"MITEK CONNECTOR PLATES a
OR EQUAL EA SIDE OF CONNECTION :Dz-
_ - 4 to w
3.5
04' 5�
S Nip
MAX SPANS 12 2X4#I SYP BOTTOM CHORDS ON re, 0
FASTENING 173FX3 6-�j&;�X a-13017 w IV WIDE&'IIV WIDE ONLY
"_ ' - 7
NAIL EA END NAIL EA EN?aNIL EA*Gtl)]
DOUBLETOP PLATE CONT.2X8 OVER 2Y4
SIMPSON H2 OR EQUAL
EACH RAFTER TO STUD 2X4 111 SYP STUDS&RAFTERS
CONNECTION wl a-#a x tvr MIN SPACING 24"
SCREWS PER ANCHOR ROSIN BUILDERS INC.
552 S. VAX S'r.
GA. 30436
SIDING'SEE NOTE#14
l____IX4 PURI-IN
2-3"x.120 NAILS
I'112"X 12"26 GA.GALV.STEEL PLATE PER CONNECTION
4
EACH STUD TO FLOOR CONINECTK)( GAMBREL BARN
L " FRAMING DETAILS
WITH(8)1.26-X.106-NAILS(TYP.)
2X4 01 SYP BOTTOM PLATE
_DOUBLE PT 2X6 SKIDS
�Bc 2017
NOTE Fb_WSKIDS UNDER 13V WIDE FLOORS ONLY
6" MAX.-
ook,110 12-70-17 5 of 8
NONE
Q 10 1'-,] D ETAI I_.EQS�7
N.T.S.
HEADER DETAIL.MAX SPANS& NING FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS
SIDEWALLS&ALONG RIDGE WITH N-1
HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES x 3W SCREWS AT WSPACING
18GAUGE
VV/7.25"HIGI- TO MAX 3.5/12 12
W
STEEL PLATE Max.3.61 NOTE-GABLE ORIENTATION IS SYMBOLIC C
TWO SIDES SINCE GABLE CAN BE IN EITHER o
N
DIRECTION.
OPTIONAL EAVE 3 MAX-4 cl,
I_j El " 0 04
eq
SPANS 22.5* 64' 95"
FASTENING 2-#10x3/4" 4-1110x3/4" 104 x 3/4' STEEL STUD
DOUBLE STUDS AT DOOR OPENINGS
SCREWS SCREWS SCREWS DIAGONAL WINDEIRACES
L__LEACH END EACH END EACH ENO
FOUR PER CORNER
C3
SILL_SPAN&FASTENINGz
k20 GAUGE STEEL BELTLINE
SILLS 1-2X4 K*
BOTTOM TRACK ATTACH CONTINUOUS AROUND PERIMETER 3:0
TO FLOOR W1 1/4'x 2 la"WASHER !�
(3)8^x 120 NAILS PER CONNECTION 'Zow
-1 a IL
HEAD LAG BOLTS @ TCENTERS& --- 18 GAUGE STEEL STUD PLATE E 0.a 0<_
DOUBLE BOLTS EACH CORNER
MAX SPANS 48" &EACH EDGE OF DOOR OPENING
FASTENING 2-#10X3f4' r DOUBLE PT 2X6 SKIDS co En a
>
SC TYPE AND
6" AND WINDOWS TO OF DOORS OF DOORS
NOTE FOUR SKIDS UNDER I3'6'WIDE FLOORS ONLY w
C.� V)
TYPICAL DOOR FRAMING:
, Ltn W
WALL. FRAMI DOOR SIZE- 0 6i
E J`,] E MAXIMUM
N-T.S. 1081wX79"H C4 W V)7 I W LL
9>
�,X to
u')
0 N �:
tnk-rtek �0
t6 Z
BOTTOM CORD EACH RIB CONTINUOUS BELTLINE&
TOP&BOTTOM PLATES U
tv 015 4,
ATTACH TO RAFTERS WITH THROUGH ROOF PANEL
4-810x3W SCREWS EAEND
to m
c� z tj
RAFTERS AT 24"MAX 04 0 C)09
(2)#10 x 3/4"SCREWS PER CONNECTION
13PAGIWALLS
G&LOCATE BETWEEN STUDS AND PLATES C-)0
6VER WALL STUDS
OPTIONAL EAVE 3"MAX ICC4510MO -
F1 USMP46,SMI.76
L'.
V__20 G STEEL STUDS&RAFTERS 24' ucgLaul
MAX SPACING
Ft PE 1132379,LA P 8.72017
SIDING:SEE NOTE 04 t csucccavatsss
90" MAX. Top Rad 1?091�BUILDERS INC.
552 STATE S!r.
�9Y(D)S, GA. 30436
12
CONTINUOUS BELTLINE--"' 4' k 2 526-3266
BOTTOM TRACK CONT.FASTEN—,
W1 1Wx2112*WASHER HEAD 20 GAUGE STEEL
"Mused dimplo
LAG SCREW 0 EA STUD BOTTOM TRACK CONT. ........ STEEL FRAMING
DETAILS
No.
DOUBLE PT 2X6 SKIDS
6' MAX
NOTE FOUR SKIDS UNDER 13V WIDE FLOORS ONLY "rBC 2017
-12-20-17 sat 8
I L STEEL STUD DETAIL •("'V5 E C 10 LA DE -NONE
Q_R
N.T.S. N.T.S.
FRAMING FOR PORCH MODELS
TRUSS SCHEDULE. 2X4 SYP 11 TRUSS RAFTERS 2.4"0 C.DOUBLE
-TER AT ENDWALLS
'LE M SYP#1 TRUSS RAF
STITCH TOGET14ER Wl 3'x 0.120"NAILS a'OC
DOUBLE rRuss 20 GA�Z6'X 4'TRUSS PLATE
OCE �Wl 24'OG SS No.W39
F17, %L LS .5 NOTE:GABLE ORIENTATION IS SYMBOLIC -ir r
AT EN ELO TRUSSES EACH SIDE OF TRUSS WN
SINCE
GABLE CAN BE IN EITHER
DIRECTION. w
KINGPOST ON TRUSSES>914'---- STATSOF clj
SINGLE TRUSS OVER WALLS W-AciR10,
DOUBLE TRUSS PT OVER PORCH
I If)"X 12"26 GA C <
(8) 105"xI.-l5rrJAlLS
ALY STEEL PLATE M 0
Flo "ING,SEE NOT�� 14
GALV s TEEL HAT CHANNEL
�-2'44 AM SYPKO STUDS
u %jVI(2)2-114"x 0 131"HT NAILS PER CONN. 0<
2' 0 0(Z
0 ET— SIDING-SEE NOTE#14 RZ ->
I - 1� ,- 3:0
z
Ul 0 <
OUSLE2X4 EACH END
0-
IX4 PURLIN IX4 SYPKD PURLllq
1 12"26 GA,GALV STEEL PLATE'
TO 1213"XO-1�10
P&BOTTuM OF EACH STUD 4AILS PER
ROOF FRAMING (8) 1.25"x.I0,FNAJLS(.TYP.) —L (;ONNEOTIGN
N. ZX4(6)FLOOR JOIST --V=
DOUBLE PT!lXl$.KIDS
13, 61, MAX. TYPICAL DOOR FRAMING
20(WALV STEEL HAT CHANNEL-- MAXIMUM DOOR SIZE W,
131"HT NAILS PER CONN. DOUBLE PT I RUSS Ii0"WX79'I-j
—2-3"X.120'GALVt-JAlL$ NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY �"t 04
1 'x 16"26 G SfEEL STRAP—, AT WSPACING
TOP Of:STUD&TAIL END OF TRUSS
-X Job-NAILS(TYP)(Lj)I 2f; 3:
�a
END WALL FRAl"'ING .4 =t,7 z
:1 X 4 PT NAIL TO UNDERSIDE t�� QZC4 0 0
31'xl:�, G GALV PLATE$ON N.T.S. 0
OU'rsioE SURFACES OF 4x4 F`03TS OF rF,,USSESL-3"xA2o"GAtV
NAILS ON 6"SPACING ROOFING.SEE NO.E ol—\ Z
WMLSEAPI.Alt- 20 6 GALV STEEL,HAT CHANNEL i�' ul -lr
✓
rcnvm W�2)2414"%0131"HT NAILS PEP ul LL
4-44,-, CONN -4 SM
0 0�j
I'mmmV.—V 1 16"26 G STEEL S[RAP ,c
PQR%CH DETAILS TOP OF STUD&TAIL END OF TRUSS
(6)1.25 X 105-NAILS(TYP)
N.T.S. DOUBLE,2X4 SYP PT TOP HIM JOIST OPTIONAL.3" \-'XISYP lelol)rl
1 1!2"x I�r 26 GSTI:ELSTRAP- OVER 2x-I S`(`P PT TOP PLATE CONT. Avr,
TOP OPSWOPA TAIL END Or TRUSS FASTEN VV,2-Xx.I20 NAILS EA04 8'
l8) X 10.51-NAILS crl(P.) DOUBLE 20 Itl S'04 f 4X4 PT HEADER SUPPORTED BY
(;ORNERSTUOS 2x4 PT JACK STUDS SYP p I TOP
PLATE GONT
OPE14 PORCH AREA R011IN BUILDERS INC.
'R POS I 55L 3 - -f.
MAX WSPAN WALL 10 CORNER 3.STATE',
Sy S :Mq th-lm—zi I um; LYONS,t;A 301-36
-'14�CE N 1 51 4X4 PT POSTS AT EACH :,14"MAX.SPACING
2-3'x 120"N/d FA END 01) SIDL CORNER NI 912-5?6-3266
A '4 itl 43yp BOTTOM
IWIGAL ININ Ili) G, OF PORCH r'P"'LAIr-INIERIOR
1,--X4 PT RAILINGS 1X4 PUPLIN DADOED," WALL ONLY
OPENING 11,170 STUDS 14G.
MAX 61, �-kq)Rll�fl S',EL
16 PORCH MODEL
SIDING.SEE NO I fi-014 FRAMING DETAILS
12,\,I III SlYP HOITONIPLAIE- Z= 1 112'x 12*LIU G ST EEL.STRAP----
IXl PuR IL, BUT.OF EACH 81 UD TO RIM JOIST
3"x 1:.10"NAIL 81 SPACING, L - E-,;:----4
'I If*."x I'X266 GALV STRAPS 1',- 125-X.106-NAILS(TYP) Z
(W4 x 6 P r FLOOR DErKING 18 G GALV.PLATES 2:K4(6)FLOOR JOIST
BOI Of:EA STUD To RIM JOI':;I ON PORCH ONLY ON 2 OUTSIDE SURFACES OF
FASTEN WIR-i I/4'xA0&'NAILS TOP&BOTTOM OF 4x4 PT CORNEP Q�l 1 -12-20-17 7 OF 8
POSTS-lo..'i"xO,12U'GALVNAJLSE/kPLAkTE CROSS SECTION
SIDE WALL FRAMING. SCALE: t/4" _aS NOTED
PLYWOOD FLOORING- —ax4 BASEPLAIE 11 FLUOR Op JE)SI .--.--FLOOR JOIST NOTES
I'Llocip, imsi—, ,,2x.4(6) FIT RIM JOIST Q
ZINC PLATED WASHER
_,---3/4' PLYWOOD FLOORING tv
GALV LAG BOLT 1. BUILDING ANCHORS INTO EARTH S14AI-L K z
MOBILE HOME TYPE 112' SINGLE HELIX EYE C'l
E BY HOME PRIDE OR EQUAL WITH
ANCHORS to 0
-Hop, c CN
Allf, A7TACPED TO BUILDING
MINIMUM EMBEDMENT OF 24' AND
WITH VLIN4' G&V LAG BOLT _::4 RAS PLATE
THROUGH WA-,�HER, T14EI-I EYE. IT 4i6) PI RIM JOIST AVERAGE HOLDING POWER OF 4,00041
Z BUILDING ANCHORS It-ITO CONCRETE 1/2'
ANCHOR, THrN PIM JOIST
WEDGE ANCHORS WITH MIN :�' EMBEBMENF
INTO END OF FLOOR joiST1. ZINC- 3. ANCHORING SYSTEM TO GROUND PER LOCAL <
GRADE PLATED WASHER BUILDING CODE. LOCATE ANCHORS PER
1/'P.'X4' GALV L.AG BOLT SPACING REQUIREMENTS SHOWN WITHIN
I I. ANCHORING _YSTEM TO CONCRETE SLAB PER
LOCAL BUILDING CODE. LOCATE ANCHORS PER 00
111FR SPACING 7ACING REQUIREMENTS SHOWN WITHIN
REQUIRLME7'17S SAME
AS ANCHOR SPACING 1,121 FYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5, END PAD :3PACING IS END OF' BUILDING TO z
RF,QUIPEMENTS 4' '�IN6LE HELIX & MIN. VIT1.1 I/P*x4* GALV LAC, BOLT CENTER OF END PAD 30
EMBFDMEM'f eF -14'. LOCAIL. THROUGH WASHER. THCN EYE OF 6. PAT) SPACING EITHER THAN END PARS 1:3 wZow
Hrt P�
Ol ANCHORS ONLY ALON6 LHNG ANCHOR, 1(4 JOIST CENTER TO CE14TCR a-
SIDE III-' BUILDING. END ANCHORS INTO END (IF FLOOP JOIST 7. BASE OF EACIA PAD TO 13E
WITHIN 2' OF EACH END, THEN
S' MAX A14CII13R CPACING. CONCRETE BLOCK (CEMENT AND ',*AND MIX)
8. HOLLOW UR SOLID CONCRETE DLGCI<Z MAY
BE DRY-STACKED QN PANS FOR HIGH SET:" car x
UP TO 48' WITHOUT PEINFOKING > m
SHED WIFId A1*1'ACHED 1/2' EYE A116ER ANCHOR WITH *4. ANCHOR "PACING I'S BASED ON ASCE 7-10 E
4' SINGLE HEI IX & HIM w
END VIEW EMPEDMEN1 OF 24'. LOCATE RISK CATEGORY I BUILDING EXPO. B 0 a
ANCHORS' ONLY ALONG LONG 160 M,P.fi, 0 3LC GUST) EXPOSURE C r v~iM CO cn l tO
-
^fDE Or BUILDING, END ANCNOPS 2017 FLORIDA BUILDING CODE 6-th EDITION
SCALE- N.T. WITHIN L" OF EACH END, THEN 10. MAXIMUM 114TERIIIR SIDEVALL HEIGHT OF
8' MAX ANCHOR 111ACING. BUILDING IS 8'0' IN.';',JJJI: WALL. HEIGHT
ig w f. W
1. MAXIMUM WIDTH OF FLUOR IZ 13,101 WIDE C-4 0
..N(ifm OF FLOOR IS 501 LONG 1
1112 MAXIMUM L[ 94 6,6, 9 1
13" PIER 3PACING REQUIREMENTS SAME AZ Z'A z
AUGER ANCHOR SPACING REQUIREMENTS 94 I y o
ANCHOR ATTACHMENT DETAIL uu
=)Z11-1
>
SCALE, N.T.S. In D
z
1'Qt)f,4DA*f ION ANC110RING TIE 110WNSY6TFjA L)0
P;(4 ICASCKAIE-, Va' ZANG PLATED NOT TCY RP R'(TU ANT)LOCALLY
\" "Z 'INC PLATED WASHER PFf0hi rTL-:f)
3,,'41 V1,Y%./OOD,
86 6.1illGE G-90 GALV Ply ti-1,1—Rki-d Old,
PT RINI JOIST TEEL 1.5'v x 1131.
Lf?' WEDGE ANGHOP. WITH f U-SHAPED BRACKET (CC MA07840
x 12' EYEBOLT 3;MIN EMBEDMENT INTO ATTACHED TO EACH FL tislop4s,Sm 7G
S LID CONCRErE SLAP ITUD % FASTENED W/ LSUCrCOU07416
TfiROUGH 2x4 VALLP x 127 mp,dt foamr.-vid.,c mu'll."PC ROSIN OUILDERS INC
0AI.V NAR.S fMZQI7
B[)LT A`FIACHEIl 70 ANCHOR W1TI & 2X4 PT BUTT014 F�lAlE �jv 1 52 5, STATE S�T.
Q> 1/2'?4." ZP BOLT, l2) OF ANCHO S I FJfIG N I L PC 0129",LA I S.
M 10436
WA.-;HFR, 0) 1/2' ZP NOT BE MAX 31 ALDuG ALL UUCCC R007,436 12 52 -3266
-2-x4 HASEPLATE
-A-e4 SIMKAN (or EQUAL% FOUR VALLS WITH I
miN 4, ANCHOR WITHIN Y OF
6700 UPLIFT WITH Ile, WEDGE
ANCHOR MIN 31 EMBEDMENT.
LOCATE ANCHORS ONLY ALONG - _----CONrkETF SLAB BY
EACH CORNER. 1-1:f. BW.E
rUWR[*I(: SLeri 11Y LUNG SIDE OF BUILDING, END 7
OTHER`: DUCAL CODr
YTI la!f, LOCAL CODE ANCHORS WITHIN OF EACH MEN 4-
I tij) Jjr,1j�bI0IVN rNIj, THEN 3' MAY SPAilfIC, r AND JIJRIz'�b1CT19f4 TIE DOWN DETAILS
Na s"30
APF L Y
APPLY
A
sum-ri-
SHED WIT H ATTACHED "7XIDS SHED WITHOUT FLOOR
;`PIE DOWN
ANCHORED TO CO1'-JCRETE
ANCHORED TO CONCRETE .........
101
T2/20 a of 8
END VIEW END VIEW
AS NOTED
GFI 110 GFI OUTLET
LIGHT
-69 SWITCH
ELECTRICAL LEGEND
10'
T Shed
� 1 '
GFI 110 GFI OUTLET
-0- LIGHT
-69 SWITCH
ELECTRICAL LEGEND
10'
Shed
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2018198717
Pam>it Na. 9 04 br-7 Forcer lt7 No 'G" l.••(.-5 }'
NOTICE OF co=C! �!: �� ;
THE UNDERSIGNED hereby gives racks that Improvemard wit be made,to certain coat property,and it aoaordence with Chapter 713,Florida Statutes,
tha following Information is provided In ek Notice of t
1. Doscriptlan of Propectin.Paroet hdaniltkation No. i i•„ - L- )� 7
Stmat Address: J l C r ~I Tk.tlsy�
2. General Desalpttott of brtprovemant < < `trrl X 1 { 3�`
3. Owner Information or t esses Information tithe Less"oarttradad far the h pavarrmnt:
` G r7k� r '►1
Address City �
Interest In P roputty:
Name of Fee Simple TAtsiwi w..
(if different bam Owner lis"above)
Address ! }
4. Conbaetor:V.
A- 1 - 1q t•a.LIT
Addrew -�"t 2
Contractor s Ttlephone No.: 3).)t ��^'���i uI ] City -—-state_'-' —
Rcpt:2008875 Rea: 10.00
S. surety: DS; 0.00 I T: 0.00
Name
11/27/2018 K. D. K. , Dpty Clerk-
Address city state
Amountaf Bond:3 Telephone No.:
5. Lander,
Name
Addreca city State
Landsea Telophow No.:
7. Persons within the State of Ftodde designated by the owner upon whom notices.or other documents may_burved
Sedan 713,13(1)(a)(7),FloridaStabrtos: pgt1LA 5.O'NEtL.,Ph.D.PASCO CLERK & COMPTROLLER
Namur 11 OR
SK 19 fillPG 377
Address city state
Telephone Number of Designated Person:
a. In addition to himself,the owner designates of—
to receive a copy of the Uenor's Notice as provided In Sedan 713.13(lXb),Flodde Statutes.
Telephone Number of Person or Entity Designated by Owner:
9. E*mtlan date of Notice of Commencement(the expiration date may not be before @a completion of construction and fine}payment to the
contractor,but will be one year from the date of wording unless a different date is sped lad):
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 I. SECTION 713.13, FLORIDA STATUTES, AND CAN '
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under panahy of perJury,I dedam that I ham read the foregoing notice of oommencament and that the facto stated therein are true to the boat
of my fuavA%9 and befisf.
STATE OF FLORIDA
COUNTY OF PASCO
Signs Owner ar Lessee,or Owrror s or Lessee's Authorized
Officer oNPartnor/Manager
:��SignatoryrsTitle/Officer] 9`"`1—
The foregoing Instrument was acknowledged before ma this r day of OQ:{. .2dc� bS
(type of authority,e.g.,officer,trustee,attorney In fact)for
an bah In as
Pomonally Known ga Produced Identification❑ Notary+Slone u.
Type of Identification Produced Name(Print)—
,.ti„ DIANA REED BELCHE? .
Notary Public-State o1 Florida
• = Commission#FF 1807Q1
'� My Comm.Expires Des 3,2018
�punra Bonded through National RaTary Ass
wpdatatbcslrwdcecommoncement_pcO5300 '
�~ �
'
`
STATE OF FLORIDA,COUNTY OF PASCO
THIS IS TO CERTIFY THAT THE,FOREOOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OROF PUBLIC RECORD1N THIS OFFICE
WITNESS MY HAND AND OFFICIAL SEAL THIS
1887 BY DEPUTY CLERK