HomeMy WebLinkAbout18-20466 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20466
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20466 Address: 39823 COG HILL LOOP LT#106
Permit Type:, ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: MAJESTIC OAKS
Est. Value: Parcel Number: 24-26-21-0000-00100-0090
Improv. Cost: 3,425.00 .OWNER INFORMATION
Date Issued: 11/15/2018 Name: NHC-FL115 LLC
Total Fees: 150.00 Address: 39851 COG HILL LP
Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542
Date Paid: 11/15/2018 Phone: (813)783-7518
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
I y .�
2
FRAME Ins ections-Re uired
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
' L
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department Dgte Received /nor I phone Contact far Permitting ( ) ! -1-1 C '�/
Ow-1--nees Name 1.� l I 15 (-Lc✓ Owner Phone Number I ( 3 - r✓I
Owner's Address
. J�L90D OwnerPh Phone Number
Fee Simple Titleholder Name Q Owner Phone Number
Fee Simple Titleholder Address N I J /�
JOB ADDRESS C14,1 LOT#
SUBDIVISION F�ARCEL ID# �' Or - U, V -OCCM'CEO
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED a NEW CONSTR B ADD/ALT SIGN Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION 0 BLOCK 0 FRAME STEEL
STEEL Q
DESCRIPTION OF WORK a D % v* awpAwIlh e' i c
BUILDING SIZE SQ FOOTAGE= HEIGHT
E2fBUILDING S Q VALUATION OF TOTAL CONSTRUCTION
EZfECTRICAL S Q ;C 1 AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION l V v
=GAS Q ROOFING Q SPECIALTY = OTHER l fff
FINISHED FLOOR ELEVATIONS I FLOOD ZONE AREA =YES NO
BUILDER . OMPAN IU)Z ,dc, . iAc
SIGNATURE �A4REGISTERED / N FEE CURRE< Y/N
Address ( N h r 4C License# ic-BIC-10
c -Wla `'� Q
ELECTRICIANza�& COIGPANY iV l CCU �-
SIGNATURE h REGISTERED Y N FEE CURRO, I Y/N
Address ' it —k�oaoJ License# I F,C
PLUMBER COMPANY
SIGNATURE F REGISTERED Y/ N FEE CURREI, Y/N
Address I License#
MECHANIC
SIGNATURE
COMPANY
REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN
Address License#
t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 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,Stormwaler 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.
Dtrections:'
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(Plot/Survey/Footage)
Driveways-Not over Counter if on public madways..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 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 IMPACTIUTILITIES 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"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 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 ENCEM MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO IN TAIN FI CING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO TIC F CO ENCEM T.
FLORIDA JU 117.03)
OWNER OR GENT l J CONTRACTOR
rSub crib d d s o off r d efore m his Su scri d a sworn t r affirmed) fore a t�iis
bY (�� � by IQ s
Who`is/^personally own to me or has/have produced l�h�s/a personally known to me or has/have produced
as identi //lion/. n lt•�• as i tification.
r vNotary Public Notary Public
G
Commission No. f r 1 90� ) Commission
. DIANA REED BELCHER
N %'`aYIt Pt P`" a DIANA REED BELCHER _ * .edO"P4r RTPegtate of Florida
.�' a' ' ° Commission#FF 180791 t
P rr°m *`�s Notary Public-State of Florida
e ' Commission #FF 180791 %9F °�' My Comm.Expires Dec 3,2018
Bonded through National Notary Assn.'
My Comm.Expires Dec 3,2018 _
Bonded through National Notary Assn.
:o� o
IT H UR
i
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � ►� 6`�
Date Received: (-0
Site: aZ (?o L'[1 kD
Permit Type: (f WWL-r-C-
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 8 2018'
Kalvi itzer-Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Site Plan Waterman Properties of Florida Communities
Majestic
Oaks
LOT#
106
Block Wall
1/16" Scale
Shed
22
Mp���Go®s'
Home
-21
Concrete �p0 ON
POR\�1P�G IRS
' RV lot
Street
�
' /n��y,pa Tel +1�n�4ssso
-- ' �- ' 1749 33dstree Fax*zwn30wssox �
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'
Janumry15, 201
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
194D North Monroe Street
Suite9OA '
Tallahassee, Florida 3239S- | 73
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lyons,GA)
Agency Plan Number: ROBIN GAFBCR2017
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 Cmdm,6"Edition
2014 NEC
Asigned 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.
|fypuhavwanyquestonomrnequinamyassistenceinanymmV, p|masedonc¢hesitatotwcontactmm.
Yours sincerely,
Professional Service Industries, Inc.
ViotonC.Martin,PE#82379 'Richard�����
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley-Robin Builders, Inc.(Lymns,GA)-vxdhnobin@beUsouth.uom
I']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_
mn^)'and MT Group Inc.(~|m7cnTsK-MT^). �
m^m��m$e�w�.cnm/bui|dmo �
`~��*-
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FLOOR DETAILS
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VARIES TO 50' 0" —
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DOUBLE PT 2x6 SKIDS PT 2X4(6)RAIL MODEL MRA(#24DACI)OR EQUAL FOR ROCK
—4 SKIDS REQUIRED FOR (3)3�'X.120 NAILS .035 GALV.STRAP OR CABLE OF 4750#CAPACITY
FLOOR WIDTH OF 13'6"
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7 r,OOR LOADING.
Y,---2X4(6)PT HEADER BETWEEN UNIT WIDTII 6* 81 !01 11'6* 1311 61 552 S. STATE ST.
SKIDS 3"x.120 NAILS 6"OC LYONS, GA 50436
tsuaraunuta !:LDOR jOIS*r 2X4 7X4 ;'Xt, 7.X6 2X6 912-526-3266
20 GA.GALV,ANGLE PLATE OF SKEW 2 e: 4
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SKIDS-3"x.120 NAILS 6"OC o a DOUBLE PT 2X6 SKIDS H. 49" 60' 84' 81.1 !0"
SIMPSON H4 OR EQUAL —
ON SIZE 10 X 16 OR LESS FOR 125 I`SF FLOOR LOAD,16'CC OR 24'OC FLOOR 01STS C,%
SI�PSON HI0-2 OR E BE USED SO LONG AS DIMFNSIN'W IS DIVIDED r
ON IZElOX18OR LARGER FLOOR
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO RECEIVE _QUA!-LY jA Q'
FLOOR JOISTS.(6)3"X.120 NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS?,,,.ACED UNDER EACH
CONNECTION. OUTSIDE WALL.
78C 20
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FLOOR DETAILA) _-L-�0tZ' 2 of 8
NONE
HEADER DETAIL,MAX SPANS&FASTENING FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA,2.5'X 4"MITEK CONNECTOR PLATES
EMBEDDED BY HYDRAULIC PRESS
HEADERS 1-2X4 2.2X4 2-2X6 EACH SIDE OF JOINT
WITH 1/2" WITH 1/2" 12
PLYWOOD PLYWOOD 20 GA.3"X 6"CONINECTOR PLATES c c Lot,
3 AT THIS CONNECTION ON 14'WIDE
03 UNITS ONLY no
0 1
OR 04
1-4X4 OPTIONAL EAVE 3"MAX--T' DOUBLE 2X4 SYP#1 KD STUDS&DOUBLE c I
2X4 SYP 91 KD RAFTERS AT EACH END
STITCHED W/3"X.120 NAILS 12"OC
MAX SPANS 22.5" CA' 95" e ix
2X4 SYP#1 KD WALL STUD WITH
FASTENING 3-.130"x 3" 6-112 12"2X3 BLOCK--,-, 2X4 SYP#1 KD JACK STUD
NAIL EA END NAIL I AT DOOR OPENINGS
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TOP&BOTTOM OF EACH STUD 0-
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+FD�!�UB_LE PT 2X6 SKIDS
TYPE AND LOCATION OF DOORS rn
--13' 6" MAX. AND WINDOWS TO VARY
NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS
MAX SPANS _ONLY
FASTENING 3__173 .1 p to
[NA L EA EN TYPICAL DOOR FRAMING: wo
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2X4 SYP#1 KD STUDS&RAFTERS 24"MAX SPACING
SIDING-SEE NOI E 1,14------- LNUCCC-M1421, e____
90" MAX. ROSIN BUILDERS. INC.
552 S. STATE ST.
I GA. 30436
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RUFFY, CLASSIC,
AND AMERICANA
DOUBLE PT 2X6 SKIDSNa 53439
L FRAMING DETAILS
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AT EACH S 21,D FLOO�CONNECTION(B�I 'UX.105" AILS(TYP.) n'
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STATE OF 'TOC 2017
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N.T.S. PSI APPROVAt.20 16-:-1- 5
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OVEt<_r.4 SYP 771 TOP PLATE CONT STUD TO PLATE CONNECTION N.T.S. x a N o}
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EAVE USE SINGLE 2X4 RAFTER FOR SPAN MAX.33".
c , - - - AITACH TO GABLE RIM 04.3"x.120"NAILS EA END
1 T. x 12"STUD
GALV JOTS P5 USE DOUBLE 2x4 SYP#1 IN"T"PROFILE MAX SPAN 135"
BUT.EA.STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3"x 120"NAIL ON 8"CENTERS
FASTEN 08-1 1/4"r..105"NAILS 3"x.120"NAILS ON 8"SPACING ATTACH TO GABLE RINI V16-3`x.120"NAILS EA END ROBIN GUILDERS INC.
SIDE WALL FRAMINGSSTATE Z,6
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(3)7/16-X 2-STAPLES PER CONNECTION
(ALT)20 GAUGE STEEL HAT CHANNEL
(3)3"X.120 NAILS AT STUD 12 W/(2)2-1/4'XO.131 HT NAIL PER CONN.
TO TRUSS CONNECTION 3.51 0 cLo rl
20 GA.2.5"X 4"MITEK CONNECTOR PLATES
EACH SIDE OF JOINT
x 04
FlU. Rl�ld 016 16 a
DOUBLE 2X4 STUDS&RAFTERS
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16
STITCH TOGETHER WITH li C14
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LS=CfiUD?4)G SIMPSON H2 OR EQUAL---"'
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NAILS PER ANCHOR w ex F<_
SILLS 7_��2. ol
2x4#1 SYP STUDS 24"OC MIN z
z >
1 1/2"X 12"26 GA.GALV.STEEL PLATE IX4 PURLIN z of Q�
CL
AT TOP&BOTTOM OF EACH STUD 1X4 PURLIN 2x.120 NAILS _j<a.
WITH(8)1.26'XAOS�NAILS(TYP, PER CONNECTION
(3) TOENAILS AT STUD
MAX SPAN I TO PLATE CONNECTION m(n o
i I
FASTENING 2X4#i SYP BOTTOM
NEIL IA EN &TOP PLATE
V_ D,OUBLE PT 2X6 SKIDS W
NOTE FOUR SKIDS UNDER IT6*'WIDE FLOORS ONLY Q v)to to w
HEADER DETAIL.MAX SPANS&FASTENING TYPICAL DOOR FRAMING:
6" MAX. MAXIMUM DOOR SIZE-
2-2X4 108"WXSO"H m
I IT.
TWITH 1/2" WITH 112 0_j
HEADERS 1-2A 2-2X6
PLYWOOD PLYWOOD El-,] D WALL FRAMING V4 "xo w
r, n 0
N.T.S. c44 c'4 >
ozcl 0
OR 12 00� :D; -
1-4X4 20 GA.2.5"X 4"MITEK CONNECTOR PLATES
13.5 lr__� OR EQUAL EA SIDE OF CONNECTION
m , m , -
55" tn=)0
Z cj
MAX SPANS 22.5" 64 95" 12 1 r _2X4#1 SYP 80170M CHORDS ON 24 08�
FASTENING 3-.130"x3" 6,130"XW 8,130"..—
x oo 10'WIDE 8�1 V6"WIDE ONLY
NAIL EA END NAIL EA END NAIL EA& I-_
,��jo X
w
SIMPSON H2 OR EQUAL a:
S2 DOUBLE TOP PLATE CONT.24 OVER 2Y4
w
EACH RAFTER TO STUD A,.,,
CONNECTION W/S-N x 1.25' 2X4#1 SYP STUDS&RAFTERS
SCREWS PER ANCHOR MIN SPACING 24"
_j ROBIN BUILDERS INC.
_j 552 S. STATE SY.
♦ < GA. 30436
SIDING:SEE NOTE 414 M
912
L3
U) `--1X4 PURLIN
ti� _j 2-3x.120 NAILS
'er"1 112"X 12"26 GA_GALV.STEEL PLATE w PER CONNECTION
"-.r EACH STUD TO FLOOR CONNECTION 0. k- GAMBREL BARN
tj
WITH(8)1.25-X.105'NAILS(TYP.)
2X4#1 SYP BOTTOM PLATE FRAMING DETAILS
Nu.&km
i
DOUBLE PT 2X6 SKIDS BC 2017
STATECIF "T KIDS UNDER 13-6-WIDE FLOORS ONLY
—12-20-17 5 of 8
Q '-)SS SECTINONE
R.C ON DET41L
N.T.S.
FRAMING FOR STEEL FRAME _—ROOF PANEL ATTACH TO ENDWALLS
HEADER DETAIL,MAX SPANS&FASTENING \ SIDEWALLS&ALONG RIDGE WITH
c.�°i rate
HEADERS 1-2x4 2-2X4 2-2X4 ROOF PITCH VARIES / \ 410 x 3/4"SCREWS AT 8"SPACING
/2-2HIG
18 GAUGE TO MAX 3.5/12 12 0 0 n n
STEEL PLATE max.3.5�— NOTE:GABLE ORIENTATION IS SYMBOLIC SINCE GABLE CAN BE IN EITHER N w o
TWO SIDES `�
o
I N
(-i El OPTIONAL SAVE 3"MAX--y3" o N
N
J
MAX SPANS 22.5" 64" 95" m p
—DOUBLE STUDS AT DOOR OPENINGS �•a
FASTENING 2-#10 x 3/4" 4-1110 x 3/4" 10-#1 O"x 3/4 STEEL STUD 0
SCREWS SCREWS SCREWS DIAGONAL WINDBRACES\ X 1 w
EACH END EACH END EACH END FOUR PER CORNER a
SILL SPAN&FASTENING z
`
` 20 GAUGE STEEL BELTLINE I-0 a
SILLS 1-2x4 \ CONTINUOUS AROUND PERIMETER a
BOTTOM TRACK ATTACH—�� \ (3)3"x.120 NAILS PER CONNECTION Z 3o m
TO FLOOR W/1/4"x 21/2"WASHER w
U HEAD LAG BOLTS @ 2'CENTERS& — 18 GAUGE STEEL STUD PLATE 4 g a 0-
DOUBLE BOLTS EACH CORNER -v--,--I - --- I \\ L�
MAX SPANS 48 &EACH EDGE OF DOOR OPENING
FASTENING 2 SCR Xy33�5 I DOUBLE PT 2X6 SKIDS I M(' m
_.— TYPE AND LOCATION OF
EACFND Fes— —13' 6" MAX. �I AND WINDOWS TO VARY DOORS
NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY i F
,1 I TYPICAL DOOR FRAMING: { w M F
E 1\1 D WALL F R A I�..'I I I1•J G MAXIMUM DOOR SIZE- ~ N O 0
N-T.S. 108"W X 79"H �i V)0)I' a X o
W x�rN 0>
BOTTOM CORD EACH RIB- / \-' CONTINUOUS BELTLINE& a m z N 0 O 3
AT TO RAFTERS WITH \� �/ \ TOP&BOTTOM PLATES o m
4-#10 x 3/4"SCREWS EA END / THROUGH ROOF PANEL C,4
J`' m za.
RAFTERS AT 24"MAX Z cJ 0
�_ �� (2)#10 x 3/4"SCREWS PER CONNECTION -j r-
SPACING LOCATE -1 BETWEEN STUDS AND PLATES o-o
OVER WALL L STUDS -
II-- Phns Feufeever:aichard Old.,OPTIONAL EAVE 3"MAX-y3- ICC115107840 -
FI 0SMP45,SMI-76
�-20 G STEEL STUDS&RAFTERS 24"MAX SPACING LSUCCCNUO2416 --- -
Department Manager:Mawr C.Martln,PE
Ft PE p82379,LA PE 1142017
SIDING:SEE NOTE 914 / I LSUCCCOV0243G
90" I.1AX. t -Base Rail or TOP Rail ROBIN BUILDERS INC.
3 552 S. STATE 517,
YO S, GA. 30436
_
CONTINUOUS BELTLINE-� T / x 3/4" cake t912 526-3266
BOTTOM TRACK CONT.FASTEN 16T < head scrate�Sper coon.
W/1/4"x 21/2"WASHER HEAD 20 GAUGE STEEL �tt�ttr 1�i7� •.+- ..-
tll Utr
LAG SCREW @ EA STUD BOTTOM TRACK CONT. ,Swagrtd dimple w1�p*1 '&�S9.U��'' STEEL FRAMING
111f"dia.hhlgla r '�S ' 1^ DETAILS
w
'-/. No.63439
DOUBLE PT 2X6 SKIDS r Y'
13' 6" MAX' r-- — :ffi i l' i 9` ' iT•1ci,IU:'
NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY J�•• ��,•'•, siAIEOFl� ABC 2017
i�A� `•-FCORiDP••' E
20-17 6 of 8
C I1 O_SSECTIO�� DETAIL_ STEEL. STUD DETAIL w= y�y �N.T.S. tNE
N.T.S.
PSI APPROVAI 20'Ih-U1-15 i'•
FRAMING FOR PORCH MODELS
TRUSS SO FIEDULE: 2X4 SYP 0I TRUSS RAFTERRAFTER
24 0 0 a . E:
DOUBLE 2x4 SYP#1 TRUSS RAFTER AT ENDWALLS ......... Q
&STITCH TOGETHER W/3"x 0.120"NAILS 8'OC �Z'-V G,
—DOUBLE MUSS
RUSS PLATES Z-4
AT ENOWALLS FIELD TRUSSES 24"OC- 20 GA.2.5"X 4"T z ,�: 1.7: 0 0 u')r-
EACH SIDE OF TRUSS No.63439
NOTE:GABLE ORIENTATION IS SYMBOLIC
SINCE GABLE CAN BE IN EITHER C-4
0 RECTION. 4 /p wo
12 T.
KINGPOST ON T%SSES 15 - 3 or
SINGLE TRUSS 0 ER WALLS
cq
DOUBLE TRUSS PT OVER PORCH
1 1/2"X 12"26 GA GALV,STEEL PLA T E
(8) 105"xI.25"NAILS
0
LIC HT- 20 C,GALV STEEL HAT CHANNEL ROO ING:SEE N04 1#14 -LI;
W1(2)2-IA"x 0 1 31"HT NAILS PER CONN. 2X4 91 SYPKD STUDS
1 0 A
OL11.(-:T- �OUBLE 2X4- 2-3"x.120"NAILS 0
EACH END
SIDING:SEE NOTE 04 z
>
0
zoa
-aa<
1/22"X 12"26 GA.GALV STEEL PLATE L:�PURLIN 1X4 SYPKD PURLIN
TOP&BOTTOM OF EACH STUD CONK S PER
ROOF FRAMING (8) 1.25"x.105"NAILS(TYP) ECTION
>
N.T.S. 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS
15* 6" MAX, TYPICAL DOOR FRAMING
20 G GALV STEEL HAT CHAN14EL- MAXIMUM DOOR SIZE Wf(z)2.V4"x 0.131"HT NAILS PER CONN DOUBLE PT TRUSS �J�WX79'H
WK)11
2-3 x.I2O'GALV NAILS NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS 0 t C4
1,112"x 16"26 G STEEL STRAI �71 0
K) I W
AT 8"SPACING
TOP OF S1 LID&TAIL END OF TRUSS
Ill)1.2V X.105"NAILS(TYP.)
04 <w
r�, mc,"
END WALL FRAMING C4 I- In
14 pv� Z L_z
3`x12"III G GALV.PLATES oN-- V X4 PT NAIL TO UNDERSIDE WT_S. _I- oz" o
Oil TSIDE SURFACES OF 4Y.4 POSTS OF TRUSSES 2-3'x.120"GALV F4 0- l.-
ROOFING;SEE NOTE#14- cli>-,T�
is NAIL 6"SPACING U)-1 Z
"Y.0.120"GALIJ NAILS EA PLATE 20 G GALV STEEL HAT CHANNEL ie� .4
�i CL 3iti
W1(2)2-1/4"x 0,131"HT NAILS PER COr, q 0
c (A
IN.
.2 f P4 0 0_j
1 1!"x 16"26 G STEEL STRAP
PORCH' DETAILS TOP OF STUD&TAIL END OF TRUSS
N.T.S. (8)1.25-X il),5-NAILS(TYP.)
DOUBLE 2X4 SYP PT TOP RIM JOIST OPTIO14AL 3" \-2X4 SYP III TOP
1 1,12)'x Ili`76 G STEEL STRAP OVER 2)VI SYP PT TOP PLATE CONT. NON-STRUCK EAVE RIM JOIST CONT.
TOP OF STUD&TAIL END OrTRUSS FASTEN W/2-3"x.120 NAILS EACH 8"
DOUBLE2:x41IISYP
1.tt)1.25"X 106'NAILS(TYP.) CORNER STUDS 4X4 PT HEADER SUPPORTED BY
2X4 PT JACK STUDS 2Y4 SYP P't TOP
— OPEN PORCH AREA PLATE CONT ROBIN BUILDERS 114C
2X4#1 SYP SIuOq MAX VSPAN WALL TO CORNER POST `Y11 STUDS 552 S.STATE St.
Z_X4#1- LYONS,GA 30436
'14 CENTERS 7— 4.0 PT POSTS AT EACH 24"MAXSPACING 'AZ66
2-3"x 120"NAIL EA END OUTSIDE CORNER 2Y4 91 SYP BOTTOM 912-526-,
TYPICAL WIN FRAMING OF PORCH PLATE-INTERIOR
/--2X4 PT RAILINGS IX4 PURLIN DADOED WALL ONLY
6"OPENING INTO STUDS -1 D DRING:SEE
N61TJE#16 PORCH MODEL
NOTE
_T FRAMING DETAIL
PURLIN--- NOT
SIDING:
2X4 Al SYP BOTTOM PLATE- L___jH 1 112"x 12"26 G STEEL STRAP- I LI
3"X.120"NAIL SPACING BOT.OF EACH STUD TO RIM JOIST
x- (8)125 X.105-NAILS(TYP.)
1 1/2"x 12'260 GALV STRAFE 614 PORCH T FLOOR DECKING \15"XI 2"18 G GALV,PLATES 2X4(6)FLOOR JOIST '-YBC 2017 -
ROT OF EA STUD TO RIM JOIST ON ONLY ON 2 OUTSIDE SURFACES OF
FASTEN W/8-1 114'%.105"NAILS TOP&BOTTOM OF 4x4 PT CORNER 12-20-17 7 DOF 8
OSS
POSTS-10.3"x0,120"GALV NAILS EA PLATE CR SECTION _�S NOTED
SIDE WALL FRAMING SCALE; 114"
GFI 110 GFI OUTLET
LIGHT
-69 SWITCH
ELECTRICAL LEGEND
10'
Shed
� 1 '
2018198715
u
Permit No. 4J(11 4 6�-e Parcel ID No-N-9 J-9
/State NOTICE OF COMMENCE Tn t
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain reel property,and In accordance with Chapter 713,Florid Statutes,
the following information Is provided in this Notice of Comme cement:
1. Description of Property: Pares ident)flcatlon No.' .11 - C-
StmetAddss: 1 +` 1, •
2. General Description of improvement nOR
3. Owner Information or Lessee information if the Lesson contracted for the improvement:
N L
Address city Statr
Interest in Property:41 W �L ti
Name of Fee Simple Titleholder n`oL.
(If different from Owner listed above)
Address , tat
4. Contractor( ;fit_ k9mi�in a`{�C7*Ljr1tjes 6 �3 tt�. me c {f Br t� (-t% ioe—s
yTj` Name 571 t C2E *2Q, F}i 11`�
Address ((f City, State
Contractor's Telephone No.-Qi19h 15-'1 3 c2'S _
5. Surety: Rapt:2008875 Rec: 10.00
Name DS: 0,00 IT: 0.00
Address c;ty , 11/27/2018 K, D. K. , Opty. Clerk
Amount of Bond: $ Telephone No,:
6. Lender.
Name
Address City State
Lender's Telephone No.:
7, Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as providod by
Section 713.13(1)(a)(7),Florid Statutes:
PAULA S.0'NEIL,Phi.DD PASCO CLERK & COMPTROLLER
Name 11 R7$K 1 i7►i. m PG 3375
Address City State
Telephone Number of Designated Person:
a. in addition to himself,the owner designates Of-
to recetva a copy of the Llenor's Notice us provided in Section 713.13(1)(b),Florida Statute$,
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 dlNerent data Is speclfled):
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
RESULT W 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 COMfMENCEL ENT.
Under malty of perjury,I declare that I have read the foregoing notice of commencement and that the facts stated Vweln are true to the best
of my kno %go and belief.
STATE OF FLORIDA
COUNTY OF PASCO
Signatugg 4f OWner or Lessee,or Owner's or Lessee's Authorized
Omcer/,11ortPartnertManager
hSlgnetor/a Title/OfficceJ ���^ per, !1 1
The foregoing Instrument was acknowledged before methis day of QtT .2J by a SJ,I Ca esyl o coo 'l-T ely-
as t!hv3 CL/n3-C�,IP✓ (type of authority,e.g.,officer,trustee,attopre ct)for
on be nstrume as .
Personalty Known ga Produced Iderdi6cation 0 Notary SI nature
Type of Identification Produced' Name(Print) 1C
*ava�fe, DIANA REED BELCHER j
Notary Public-State of Florida ((/
-,. . Commission#FF 180791
My COMM.Expires Dec 3,2018
'tOF Fly
Banded through Nations)Notary Assn.
i
wpdate/bc hwUcecommencemont_aco53o4ti
STATE OF FLORIDA,COUNTY OF PASCO
THIS is TO CERTIFY THAT THE. REGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE ORqF.PUB IC RECORD IN THIS OFFICE
WITNESS MY HAND AND OFFICIAL SEAL THJS
In GodY�e DAY OF-ft-h M
PAULA S.O'NEIL,CLERK&COMPTROLLER
BY DEPUTY CLERK