HomeMy WebLinkAbout18-20468 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 20468
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 20468 Address: 39541 VALDERRAMA LN LT 201
Permit Type: ACCESSORY BLDG. `= ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: RV PARK Lot(s):201 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: NHC-FL115 LLC
Total Fees: 150.00 Address: 27777 FRANKLIN RD STE 200
Amount Paid: 150.00 SOUTHFIELD MI 48034-8205
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 �
l
FRAME Ins ections Rouired
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 OFFICgR
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
Budding Department
Date Received Phone Contact forPermilNn$ 710 —
rrr r r-r1_r Ir
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Owner's Name e"& L 11 , LLC Owner Phon Number {l 1-�
Owner's Address Owner'Phone Nf u he
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Fee Simple Titleholder Name N P Owner Phong Number
Fee Simple Titleholder Address i"
—I JOB ADDRESS V \Wckomma
m g �( l I n d fh LOT# �� I
SUBDIVISION M�� V 'SPARCEL Io1R 1-r�f�"' Or ,71✓ 00MO`0t) 0
(OSTAm®FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN = = DEMOLISH
= INSTALL REPAIR
PROPOSED USE = SFR Q COMM OTHER
TYPE OF CONSTRUCTION = BLOCK I�Q FRAME � STEEL
~U+ ' O( V' J
DESCRIPTION OF WORK XMU X I QG
BUILDING SIZE I SO FOOTAGEC HEIGHT C�
BUILDING S ^� VALUATION OF TOTAL CONSTRUCTION
�2ELECTRICAL S M O+ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C.
=PLUMBING S �V•
=MECHANICAL S VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER PANY� l l�." �� h �CS7C� I�S C �l�l ) � YlC..
SIGNATURE REGISTERED I WN I FEEcuRREn /N Y
Address 5-d Vb 5 eo:Zkywhil f -q(- License# -F—C Co
ELECTRICIAN a � 0. . Nt C_
SIGNATUREE Y N FEE CURRE11 Y I N
Address LImAWftj,: REG�TSTE-RD
1 License# ec r3oo 1
PLUMBER COMPANY
SIGNATURE REGIsrErtED Y/ N FEE CURREt Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED YIN FEE CURREN Y I N
Address I License# F�
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREh Y/N
Address License#
IIIIIIIIIIIIf11111Illlflffllfflffffflfllfffflfflflfllflfl / IIf1111I1
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,Slormwater 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,Slormwaler Plans wl 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 S7500)
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 an public readways..needs ROW
r
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-a_ssumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees, as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone"W unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDAJURAT . 117.03)
OWNER ORA NT lM((/`^�WubMibe
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Sub cri e d swo to( r affirmed)bef met iis� t�, to r affirmed)q�re m�bv 407, Qwcs—fry 1Y2oi re persona y known to me or hasihave produced ply known to me or has/have produced
as identification. / as identific
tary Public �'i (--f_1---N6tary Public
Co iss' rn Commission No.
III IIII, DIANA REED BELCHER ida )�
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'•; ;•_ Commission#FF 180791 r „'S* hoar'{�o`�ary�u`�fiE-State of Florida
My Comm.Expires Dec 3,2018 r�i�Pic _F * Commission#FF 180791
��'" Bonded through NationalNotaryAssn. ti ',r,� oo-�O; My Comm.Expires Dec 3,2018
F' �'"°CIF"% Bonded through National Notary Assn.
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City of Zephyrhills
BUILDING PLAN REVIEW- COMMENTS
Contractor/Homeowner:
Date Received:
Site: (3 <� � I/�'Ul��°(,�j'►'� UV
Permit Type: 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 2016
Kalvi wi.�'e ZPlans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Site Plan Waterman Properties of Florida communities
� ¢0' Majestic
Oaks
LOT#
Home 201
1/16" Scale
2 V
0'Shed
—22'
Home ---5L— 3�
Shed V
-----—43
i9—
Concrete
5),
ALL WORK SHALL CO iMPLY V/ITH PREVAILING
CODES FLORICABUILDING GODE,
NATIONAL ELE()TRIC CODE,
A D THE CITY )F ZE HYRHUS
01 DINANCES
Street
.,aVIEW DATE NOV 0 8 2018
CITY OF ZEPHYRHIL
PLANS EXAMINER
GFI 110 GFI OUTLET
LIGHT
-69 SWITCH
ELECTRICAL LEGEND
T Shed
� 1 '
. .
/�wmy~po Tel +zmn304 ssno
. ~ ^~~` ~~ `~ zr*u33rd Street Fax+zwnmmssoz
onanu�p�sau� ""=te^^=',°°"°"s
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January 15,2D18
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Su|te9OA
Tallahassee, Florida 32SB0-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin Builders,Inc.(Lyoms,GA)
Agency Plan Number: ROBIN GW^FBCR2017
Dear Mr.Campbell:
Professional Service Industries Inc.,an intertek company("Intertek-PSI"),part of Intertek'Building Science
Solutions,in pursuant to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,0mEdition
2024 NEC
A signed and sealed set of plans are maintained on file In the Third-Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance In any way, please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries, Inc.
_
. �.
ViwtorC.Martin,PE#82379 Richard Olds,FL SMI-76 S6�-45
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley—Robin Builders, Inc. (Lyons,GA)—mdhrobin@beUsouth'comn
III Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek
Testing Services NA Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK-
ATI"),onawnmn,unmc(~|mTsnTsn'I'VIr'). 0
wwmv.ime�ek.cnm/huUdmg m
F:CC FRy%'.5"5o% m"% lN BUILDERS , lNC ,. ��
L Yp�lyq, GEORGIA
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING n-j a10'17 FLORIDA BUILDING CODE Gth EDITION,2014 NAIONAL ELECTRIC CODE, PROTECTED PER 2014 NEC. FIXTURE LOCATIONS&TYPE MAY VARY.
2017 FLORIDA FIRE PREVENTION CODE AND ASCE 7-10 FOR 160 MPH WIND VELOCITY
(3 SECOND GUST),EXPOSURE 0 FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS - TYPE,SIZE,QUANTITY AND LOCATION MAY VARY.
MAXIMUM WINDOW SIZE 48"WIDE x 36"HIGH. mtn-o
1 ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND > to
ALL OTHER APPLICABLE CODES. 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,
MESA ALUMINUM,4-LAP ALUMINUM,51W PT T-11 I SIDING,VINYL SIDING
A WITH ENERGY BRACE BACKER,FIBER CEMENT
IFI D AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. OR LP SMARTSIDE.ROOF COVERINGS INCLUDE
I-:
8S Eri In m
NOT IT.'NGHABITATION.CLLU T PANELbPOLGYACARBONATSErEEL,
3, DE 29 GAUGE LVALUME
SHINGLE ROOF OVER 112"PLYWOOD WITH 2 LAYERS OF 15 U3.FELT OR
PERMATILE OVER 711 6!'OSS AND 16 LB.FELT, 't
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
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 a In I,
>w
SPACING SHALL NOT EXCEED LIMIT SAS INDICATED. WOOD,ENGINEERED WOOD,AND FIBER CEMENT SIDINGS AND FRAME. X. I
I.- - q
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G.ALL FLOOR SKID&JOIST LUMBER TO BE#2 SYP KI)PT 16.,3/4'PLYWOOD FLOORING SURFACE NAILED WII'H 3"x 0.120"GALV.NAIL SPACED 0 z 0�;: §i
ALL WALL PLATES,STUDS a RAFTERS LUMBER TO BE kl SYP KD W EDGE/10"00 FIELD.FLOORING ORIENT ED PERPENDICULAR TO FLOOR JOISTS. tno 1-6
C-4>; L)
7.ALL WOOD WITHIN 8'OF GRADE OR IN CONTACT WITH MASONRY SHALL BE to z
PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA 01 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
z
REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY 0..p"
8.TRUSS DESIGNED TO SUPPORT D.L.,L.L.=25 PSF. CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL 0 :3
RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE
0.ALL ALUMINUM SIDING/ROOFING TO BE 30U4 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUCTURE. u*c4tek 1
32,000 MINIMUM YIELD STRENGTH. 18.ROOF DRAINAGE PER 1603.4&R903.4
10,USE 08 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN
ALUMINUM LAP SIDING AND FRAME.USE#8 X 3A1°WITH 1/2-NEOPRENE-BACKED
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOFISIDING-PERIPHERAL MEMBERS 5'0C §08114 BUfDERS, INC.
ROONSIDING-INTERIOR MEMBERS iO"OC FLOOR LIVE LOAD. 52 S. S ATE ST.
� 436
r-
SIDING- *12"O BOTTOM PERIMETER, A. 5(,/125 PSF 9byi� ,A lat26-31606
ROOF LIVE LOAD:
11.DOOR SHALL 13E VX V$TEEL TUBE WELDED FRAME WITH AN ALUMINUM
PANEL INSERT WITH STRUCTURAL LINER AND PIANO HINGE.DOOR IS A. 39 PSF
ATTACHED TO VERDO
ICAL DOORJAMS,OPTIONAL DOORS INCLUDE ROOF SNOW I,0AD:
I DOUBLE ALUMINUM DOOR$ GARAGE DOORS,AND PREHUNG STEEL DOORS,TYPE, N01 APPLICABLE o'r, AMERIFENA, RUFFY
� " " � -
SIZE,QUANTITY AND LobAiem MAY VARY.DOOR NOT SUBJECT TO HEIGHT
AND WIDTH REQUIREMENT IF BUILDING IS<.k40OSF PER FBC WIND LOAD: FLORIDIAN, GAMBREL
A. ULTIMATE 160 kIP11;NOMINAL 124 MPH BARN, GREENHOUSE
5-ung CLASSIC, PORCH
D. RISIC CAIEGOW I MODEL, STEEL
C. 8 VAND EXPOSURE CMEGORY
D. !4X0 +--.56 NTERNAL PRE33URE -p j;
3TAM OF BC 2017
"'12-20-17 1 Of 8
r4 I NONE a
C-I-
FLOOR DETAILS
Ic
VARIES 'FO 50' 0"
PT 2X4(6)FLOOR JOISTS 16"OC----
5/8"X 24-6-HELIX(OR EQUAL)ANCHOR FOR SOIL
DOUBLE PT 2Y6 SKIDS PT 2)(4(6)RAIL MODEL MRA(#240ACI)OR EQUAL FOR ROCK cv
4 SKIDS REQUIRED FOR (3)3'X.120 NAILS GALV.STRAP OR CABLE OF 4750#CAPACITY
FLOOR WIDTH OF
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04 11*6"aLftod 13'6'WIDE UNITS 0 M
2XI5 F OR 10113TS WOO 2-(OR 4-)X 8'-X 16-SOLID CONCRETE BLOCKS Z U�p I
TYPICAL FLOOR FRAMING AND TIE DOWN ANCHORS SPACED?'FROM 0 0 6-11 -j
N.T.S. EACH END,THEN MAX.&CENTERS.
uatertelc
-c-,,--314"PLYWOOD PT
1:1 OOk X1131's AT V,*OC WILL 81411�0kf 50 LIVE.a W Af)
F"OOR LOADING. ROBIN BUILDERS, IN(
2X4(6)PT FLOOR JOIST
2 1316- 552 S, STATE ST,
UNI'll,WOPI (11 81 !01 it,61
EADER BETWEEN NAILS G"OC LYONS, GA 30436
FLOORJOW ZX4 7Y4 2Xf- ;.X6 912-526-3266
20 GA-GALV.ANGLE PLATE -OF' 7 4 SKIV. 2
8-3'X."l 20 NAILS PER PLAT
10. 0�10
2X4 PT HEADER BETWEEN -1-, - — "All 16' 111, Is, 21,.S' !6" FLOOR DETAILS
SKIDS-3"x.120 NAILS 6"OCwie, DOUBLE PT 2X6 SKIDS 10' 60' 84' 81.1
SIMPSON H4 OR EQUAL -------
ON SIZE 10 X 16 OR LESS FOR,125 TSF R.00R LOAD,It)'CC OR-44°O��FLOOR JOISTS CAN
SIMPSON HIO-2 OR EQUAL NOTE:DOUBLE ZX6 SKIDS DADOED 1.25"DEEP TO RECEIVE Utz USFO SO LONG AS UftINStON'X IS EQUALLY 4 4?1
ON SIZElOX18 OR LARGER FLOOR JOISTS.(6)3-X.120 NAILS AT EACH WITI I t,CL-NTL-*R SKID hNO AN EV!'I?(%SM0 IZ;Pi-ACCD UNIDO?I�Aci I '�bc 2017 -
CONNECTION. OUTlIDF WAU..
2 8
FLOOR DETAII- W D 12-20 of
NONE
N.T.S.
HEADER DETAIL.MAX SPANS&FASTENING FRAMING FOR AMERICANA,CLASSIC,RUFFY 20 GA.2.5-X 4-MITEK CONNECTOR PLATES
EMBEDDED BY HYDRAULIC PRESS
HEADERS
I_2x4 2.2X4T2_2X6 % EACH SIDE OF JOINT
WITH 1/2' WITH 1/2' 12 90 GA.W X 6'CONNECTOR PLATES 0 C Ln
PLYWOOD PLYWOOD u AT THIS CONNECTION ON 14'WIDE
CEO ✓ UNITS ONLYvoi pp
4
OR 4
1-4X4 OPTIONAL EAVE 3-MAX-4--
ip DOUBLE 2.X4 SYP#1 KD STUDS&DOUBLE c I
2X4 SYP#1 KO RAFTERS AT EACH END
STITCHED W/.3'X.120 NAILS 12"OC
MA7C SPANS
__i2 .
654' 96
2X4 SYP#1 KD WALL STUD WITH
ffT7ENINGT__.1yo x=,3 180"X3, 8,130"x3" Ir 2X3 BLOCK 2X4 SYP ill KD JACK STUD a
NAIL EA END I NAIL EA END NAIL EA END AT DOOR OPENINGS L;
SILL SPAN
4-1X4 SYP#2 KID BELTLINE,DADO INTO STUD
SILLS 4-2v4 !�z
CONTINUOUS AROUND PERIMETER
1 1/2"X 12-26 GA.GALV_STEEL PLATE (2)3"x.120 NAILS PER CONNECTION
TOP&BOTTOM OF EACH STUD(6)"25"
X.106-NAILS(TYP 2X4 SYP#1 KD BOTTOM PLATE iz
3-x.120 NAILS 0-SPACING
DOUBLE PT 2X6 SKIDS
, I TYPE AND LOCATION OF DOORS >
48.1 5 6" AND WINDOWS TO VARY
MAX SPANS �-WOTI�-FO—UR S—KID.UNDER 13V WIDE FLOORS ONLY
p Wo
FASTENING
NAIL EA END TYPICAL DOOR FRAMING:
C4
EkIE) WALL 1 FRAN/111"-10 MAXIMUM DOOR SIZE 0i <01)
N.T.S. 108"W X 80"Hrrr
w 0 0
12 oU,-
>
-20 GA.2.5-Xit"MITEK CONNECTOR PLATES tntx rtek iR Z ol 0 0
1X4 SYP 02 PURLIN SURFACE NAILED EMBEDDED By HYDRAULIC PRESS
WITH(3)7116-X 2-16 GAUGE
EACH SIDE OF JOINT
<
STAPLES PER CONNECTION
(ALT)20 GAUGE STEEL HAT CHANNEL
Z 0
I W1(2)2-1/4'XO.13i HT NAIL PER CONN.
(3)3'X.12ONAILS 0 0 aPER CONNECTION—_ 2X4 BOTTOM CHORDS ON 10%1 VW DELETE OH ON AMERICANA
I OPIIONALEAVE3'M 13!6"WIDE UNITS ONLY AND RUFFY MODELS
2X4 SYP#'I KID STUDS&RAFTERS 24"MAX SPACING
II PI a-MWEguoir
31DING'SEL NOW
90" IIAN. ROBIN BUILDERS. INC.
552 S. STATE ST.
yo .f)2t-
IX4 SYP#2 KID CONTINUOUS BELTLINE,DADO INTO STUD -32'52'
(2)3"X.120 NAILS PER CONNECTION
STUDS TOE-NAJLEO TO BOTTOM
I PLATE,(4)3-Y-130-NAILS(-rYP,)
2X4 SYP WI KD BOTTOM PLATE,3"x,-120 NAILS 8-OC �45r�f RUFFY, CLASSIC,
AND AMERICANA
FRAMING DETAILS
I V21"X12'26 GAL GALV.STEEL PLATE—" DOUBLE PT 2X6 SKIDS
AT EACH 4 SKIDS ON 13'6"WIDE
tSfUQ 1,
FLOOR CONNECTION X.105'NAILS(TYR)
I_lAX.
r-tBC 2017
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FRAMING FOR FLORIDIAN
NOTE GABLE ORIENTATION IS SYMBOLIC 0 DO r-
Ftc-,Wk S114CE GON ABLE CAN BE IN EITHER
DIRECTION LAN
12
ROOFING-SEE NOTE#14
111'2'X18'260ACALV.STEEL
STRAP AT TOP OF EACH STUD ON M
GABLES-ATTACH TO TOP OF RAFTER
&OVER RIM&TOP PLATE TO STUD
picas p—it—ailftd(Xds (8)1.26-X 105'NAILS Cn'P) 2-0#1 SYP VERTICAL RIM
ICC 0510784V OVER 2x4 Yi SYP TOP PLATE W
/ 8,X.105"NAILS WSPACING C)<
OUCCC-02,116 OUBLE 2'X4-- 00
mparto'lmit Manager.Watlir C WIN*,Ilk 81DING SEE NOTE 1114 4I I PL 1192379,LA Ph IM2017 -2X4 41 SYPKD STUD$
L5uccc#V0243f,
'Zom
_IX4 PURLIN W S'ePKD PURLIN iz:1 CL_j 0-
I=Y 12'26 GA GALV STEEL PLATE X 0.1210
A r BOTTOM OF EACH STUD PIRILS PER
(8) 1 2V'x I 01)"NAIL 8(TYP GONNECTIUN
2:0fG)FLOOR JOIST -2XII S,"P 0 BOTTOM PLATE In 0
DOUBLE PI 2,ti SKIDS TYPICAL DOOR FRAMING
MAX. 13' 6* ----------j wgimum DOOR SIZE
110'WX73'I-I
W
END WALL FRA.M.11"9G
jj 0i MM I Ld
:!Yl SYP t"I 7011 RIM RAF r 3",( 1'10"NAILS AFEACH W 0
cn CIL 0 LJ
04
OVER*_'X4 SYP t1 I OP PLATE GONT TLIDTO PLATE CONNECTION N.T.S. z 0
FASI'LNW!,'VX1_'4 NAIL 8'0C 'I I/;!"x 16"2ts G STEEL.STRAP yj z
Of-E,IUD Zi RAF fER CINNECTION C, L�z
z 0 0
(8)-1 25-X,1051-NAILS(rYP) —ROOFING SEE NOTE 1114 to�il I- -
C4
X4 0 Syp"'ILIDS In
24"MAX-SPACING
c):2
0 C-3
IF NOTE DIRECTLY OVER GABLE WALL,$TUDS
VSE,SINOLE 2.X4 RArIER FOR SPAN MAX 93
'FJ 1111 END
RAFTERS 2X4 SYP IX4 PUPLIN--— OPTIONAL 3"NON-STRUCTURAL 01 ON 24'G UNTERS BEARING
itl SYP BOTTOM PLATE CAVE
1 10,x 1,2"26(4 GALV STRAF'S XVIACHIOuABLE Riki�llil-."'x.12t)'NAILSEAEfIE)
USE DOUBLE 2xI SYP#1 IN'T"PROFILE MAX SPAN 135'
BO I.fA STUD I0 RIM JOIST DOUBLE,STUDS A r CORNERS STITCH%11' X 1;_'0'NAIL ON W CENTERS
FASTFN VWJ-1 1141 xAfz"NAILS 014 8"SPAGING ATTACH TO GABLE RINIVII X.11!1e NAILS'ALS EA END ROBIN BUILDFR?t INC.
SIDE WALL FRAumallimIG li!!l"-q-STATE'- .
I.YQNL,GA 3006
V4 III SYP STUDS OU-526-3266
N.1.5. 24*O.C.
z-3":120"NAILS EA END 2X4 AI SYP I UP
Ii IX4 PURLIN DADOED BOVONI PLAfES,COW.
INTO STUDS
FLOORING !,ICE 1401 E 1116 FLORIDIAN
FRAMING DETAILS
ct _1,'IDING;SEC NOTE#14
Z.
wo. GSTEEL STRAP
TOP A BOTTOM OF EACH STUD
2X4(6)FLOOR JOIST "*PBC 2017
YPICAL CROSS SEC '12-20-17 4 OF 8
SEC` ;�W6_TiF
SCALE-. 1/4" 1'
GAMBREL BARN FRAMING DETAILS --lX4 SYP#2 PURLIN SURFACE NAILED WITH
(3)7116-X 2-STAPLES PER CONNECTION
(3)3"X.120 NAILS AT STUD 12 (ALT)20 GAUGE STEEL HAT CHANNEL
W/(2)2-1/4-X0.131 HT NAIL PER CONN.
TO TRUSS CONNECTION 3.5 00 to r,
---,20GA 2 S"X4"MITEK CONNECTOR PLATES L.1 c-j
12 EACH SIDE OF JOINT
X 04
16Mit F
�trA,smp-",muaa HEADER FOR DOOR OPENINGS ONLY DOUBLE 2X4 STUDS&RAFTERS I
ts.caw,, 16 AT ENDWALLS ONLY
STITCH TOGETHER WITH 04
3"x.120"NAILS 8"SPACING
tsuacuuuxaw SIMPSON H2 OR EQUAL--'' Na
EACH RAFTER TO STUD
SILL SPANK 8 FASTENING CONNECTION W/g6)0.120"X I-IP2"
NAILS P R ANCHOR DOUBLE 2X4
SILLS 1-2A
2X4#I SYP STUDS 24"OC MIN Z
0
1 1/2"X 12"
lX4 PURLIN
GA,GALV,STEEL PLATE Z 00 tL
04
.1
AT TOP&BOTTOM OF EACH STUD I X4 PURLIN 2-3"x.120 NAILS 4 —j CL
WITH(8)125-X 105-NAILS(TYP.)-- PER CONNECTION <
(3)3-X.120"TOENAILS AT STUD
MAX SPAN f 46'
M
TO PLATE CONNECTION
NAIL.EA END
I;--- .-"-----2 n 0X4#ISYPBO'TTOM
&TOP PLATE
NOTE FOUR SKIDS UNDER 13-6"WIDE FLOORS ONLY
I�EZCK IDVIAI�,MAX SPANS P,�s T TYPICAL DOOR FRAMING:
' wqw 1—
MAX MUM DOOR SIZE- !�O" 6
�HEADLRS 20 2-2X4 2-2X6 108"WX80'H tq
WITHI/2- WIT1,11/2" V)
PLYWOOD PLYWOOD EVID WA�LL. FRAMINC-3 O-N<,or
>
Ul
=),F z
OR sn OZ�4
1-4X4 12 cQ C)
3,51 q.,7===�r-20 GA�2.5")(4"MITEK CONNECTOR PLATES
OR EQUAL EA SIDE OF CONNECTION
En 0
64
C,4
130�
NAIL EA END NAIL EA END co
NAIL EA END 2X4 ill SYP BOTTOM CHORDS ON
FASTENING 3,130"XT' 6,130"xW 8,130"x3" a 10'WIDE&11-6-WIDE ONLY
DOUBLE TOP PLATE CONT.2X6 OVER 2Y4
SIMPSON 1-12 OR EQUAL I
EACH RAFTER TO STUD
CONNECTION Wl 848 x 1.26" 4 2Y4 Al SYP STUDS&RAFTERS
SCREWS PER ANCHOR z MIN SPACING 24' ROBIN BUILDERS INC.
< 552 S. STATE S�.
GA. .304
"'T'526
SADING'SEE NoTiz 04 t912
-IX4 PURLIN
-j 2-3x A20 NAILS
11/2*X 12'26 GA.GALV,STEEL PLATE PER CONNECTION
EACH STUD TO FLOOR CONNECTION m GAMBREL BARN
WITH(8)1.25'X.105-NAILS
(TYP 2X4 81 SYP BOTTOM PLATE FRAMING DETAILS
,' `•`�CS'ry -.__. — __.__O
DOUBLE PT 2)(6 SKIDS
NOTE FOUR SKIDSUNDER 13!6'WIDE FLOORS ONLY ABC 2017
$TATE.Or
—13, 45" MAX. 1,2 L
—12-20-17 5 of 8
OE
NONE
E CT 10 1"A D E TA\I L,C R C)S- S
N.T.S.
HEADER DETAIL.MAXSPANS FRAMING FOR STEEL FRAME ROOF PANEL ATTACH TO ENDWALLS
SIDEWALLS a ALONG RIDGE WITH r,
HEADERS 1-w 2-2X4 2-2X4 #10 x 3/4"SCREWS AT 6"SPACING
N1 7.26"HtGI- ROOF PITCH VARIES AX JOGAUGE TO MAX 3.5/12 12
NOTE, GABLE ORIENTATION IS SYMBOLIC
EL PLATE max.3.5
TWO SIDES
SINCE GABLE CA14 BE IN EITHER
DIRCCTIOU o I
tf)
OPTIONAL EAVE3"MAX�_ C4
Ca
MA? SPANS 64" 95"
DOUBLE STUDS AT DOOR OPENINGS <
FASTENING 2-#lOx3 4-#lDx3W r 10
SCREWS & DBRACES
SCREWS I 10S E DIAGONAL STEEL
STUD
EACH EACH END EACH END FOUR PER CORNER
0
3/4f- 4-,
EW_
END
SILL SPAN_&FASTENING
20 GAUGE STEEL BELTLINE <
SILLS 1-2X4 �i >
BOTTOM TRACK ATTACH % CONTINUOUS AROUND PERIMETER
TO FLOORWI 1/4"x 2112"WASHE (3)3'x.120 NAILS PER CONNECTION z
.R D_
R HEAD LAG BOLTS(g V CENTERS&
i 18 GAUGE STEEL STUD PLATE 0._s iL
DOUBLE BOLTS EACH CORNER <<
'X_SPANS
48 &EACH EDGE OF DOOR OPENING-[�ASTEN NG Til x
SCR S DOUBLE PT 2X6 SKIDS M 0
>
_FPC FNF? 1 6" MAX-—-------- TYPE AND LOCATION OF DOORS
AND WINDOWS TO VARY
NOTE FOUR SKIDS UNDER ITV'WIDE FLOORS ONLY t.4
TYPICAL DOOR FRAMING:
E
t 04 1",1 D WALL. FRAl\,111,.,]G,' MAXIMUM DOOR SIZE- 0 c;i Q_
N-T.S. 108"WX79"H vi
V)n)
a>
—i
Z + 0
CONTINUOUS BELTLINE& Z. z
BOTTOM CORD EACH RIB 8 1 1
ATTACH TO RAFTERS WITH TOP&BOTTOM PLATES rq o;;
4-IflO x 3(4"SCREWS EA END THROUGH ROOF PANEL 'z-w
to Ax
RAFTERS AT 24'MAX 0 ti
z cJ
SPACING&LOCATE (2)#10 X 3/4"SCREWS PER CONNECTION C4 0 L)
OVER WALL STUDS BETWEEN STUDS AND PLATES P1 wf,�kltk%.,d Old,
OPTIONAL SAVE 3"MAX
20 G STEEL STUDS&RAFTERS 24MAX SPACING eSUCCLOUW416
Mlf 02319,IA F1 1112017
sIUING.SrE NOTE 014
fir,"e R"'I 'ad ROBIN BUILDERS INC 90" 111100N. gJ" Tov R 552 S. STATE &'T.
"OV' GA.R4
526— 6�56
CONTINUOUS BELTLINE--" t9i
BOTTOM TRACK COW.FASTEN-- houd%v(,w(2 per rpnn
Wl 114"x 21/2"WASHER HEAD 20 GAUGE STEEL %%%lIlIifJj,
NNI_rlj
LAG SCREW @ EA STUD BOTTOM TRACK CONT. nn�y I t.I I
......... DETAILS MING
STEEL FRA
0b,
DOUBLE PT 2X6,9KIDS -A, '
6" MAX.
,.,�24 wi.:
NOTE FOUR SKIDS UNDER 13-6-WIDE FLOORS ONLY 7 BC 2017
—12-20-17 6 of 8
STEEL STUD DETAIL
S Q-TiOlA DETAI -INIONE.C r --,,---E yr
N.T.S.
TRUSS SCHEDULE. 2,X4 SYP VI TRUSS RAFTERS 24'0 C. —FRAMING FOR PORCH MODELS
IUSS 41'
DOUBLE 2x4 3YP#I TRUSS RAFTER AT ENDWALLS �0.....
ex STITCH TOGETHER Wl 3'x 0 120"NAILS 8'OC '."occws4e .'Q
---DOUBLE TRUSS
AT FNDWALLS FIELD TRUSSES.'A'0(;— 20 GA.2.5'X 4'TRUSS PLATES;vl ib.6MB3
NOTE:CABLE ORIENTATION IS SYMBOLIC EACH SIDE OF THUS$
S114CE GABLE CAN BE IN EITHER
DIRECTION. C c1l
KINGPOSTONTRUSSES:,99"---
SINGLE TRUSS OVER WALLS 2.5
DOUBLE TRUSS PT OVER PORCH ........
I iP-"X 12"26 GA GALA/S-rEEL PL
ATE,E
(8) 105"x I 2"NAILS
L
ROOFING,SEE NOTL414K 2o q GALV STEEL HAT CHANNEL EL 2-3*x.120"NAILS
OUI A: OUBLE 2X4 EACH END
SIDING,SEE NOTE.414
VV,ft2)z-114"x 0 I'WHT NAILS PER CONN. ,-2X4;;*l SYPKO STUDS
ZZ:C)
CL
Ilr2"X 1:�"'26 GA GAiV STErL PIA17E 1X4 PURLIN IX4 SYPKD PURLIN iz
2)3'x 0 120
r%OI OP&BOTTOM(OF EACH STUD RUS PER
OF FRAMING (0) 1.25'Y. 105"NAILS(1YR) NNECTION
m 9)_c-
N.T.S. 2;(4(6)FLOOR JOIST DOUBLE P I 2X6 SKIDS >
6- MAX.-------—� TYPICAL DOOR FRAMING
20 C,kALV STEEL MT CHANNEL MAXIMUM DOOR WE rn
2-1M'x-)1'0"HT NAILS PER CONN. DOUBLE PT TRUSS llf�WX 791 1.1
S NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONL
1 1/2"x le,"2ti G 8[EEL STRAP-- cl
AT B"SPACING <om (n 0
ulfftek w C4
TOP t)F STUD&I-All,END OF TRUSS
iji)i N;-X I W NAILS(I
Et"D WALL FRAMII'-M'G
I'M - z
-rx 2 x 4 P'l NAIL TO UNDERSIDE 'n— ,
N.T.S. oz 0
OUT�.IDE SURFACES OF 4X4 POST,,:, OF TI'.,'USSFS:.ll,'X.120"GALV vlo
If)4,'x0.12(r GALV NAILS El,PLATE j NAILS ON 6 SPACING ROOFING SEE NOTE#'t4--,, >'_ ci n
U)
LL :.6-3
_'N:
20 G GALV SI EEL HAT CHANNEL
Wed'-)2.114"x 0.131"HT NAILS PER CONN En m
zo
PORCH DETAILS TOP OF STUD&TAIL END OF TRUSS
-X -10 NAILS(TYP(8)1,25 6
N.T.S. DOUBLE 2X4 SYP PT TOtl RIM JOIST
OPTIOtJAI \---,'(4 SYP t I TOP
SYP PT TOP PLATE CONT. URA
OVER 2xl, NON-Si L FAVE Com.
TOP oF slUD&TAIL END OF FiUS$, D BI E�!X,l III SY14-- ---I-AS TEN VWZ-,l-xWU NAIL$EA014 F3"
X OS'NAILS(TYR) J.
vORNER 1.3 4X4 PT HEADER SUPPORTED BY
2x4 PT JACK 81 UDS SYP PT TO,,
PLATE CD-IT
OPEN PORCH AREA T4014IN GUILDERS INC.
2X4 0{ DS MAX 6'SPAN WALL TO CORNER POS I
ZXI i;l MY(l�;TLIOS 1 552 S. $TATE�J.
ORC MODEL
ET
FR:AMI"NG=DAILS
2.3"x 1'W"NAII CA END OLIISID�,,CORNER 2X4#1 SYPOOTTONI 912- -3266
4X,;PT POSTS AT EACH --'4"NIA)(SPACINU LYONS&t3A�0(
rYPICAL WIN FRAUING OF POR'Ft PLAIT:-INIEWOR
—I / IWALL ONLY
.�X4 Pt RAILINGS IX4 P)RI IN DADorf)"� I
)URLIN......--1 FLOORING
NOTE
s,jDIIqG.SEE N00:914 FRAMING DETAILS
BOTTOM PLAT E-
IX-1 I PORCH MODEL
2X4 III SYP
3'x 120"NAIL fj"SPAGING BOT.OF EACI I STUD TO RIM JOIST
1-ii.t"x,l-",It,(.;GALV STRAPS 11 IiA PORCH P T FLOOR DECKING If,G GALV.PLATES (,1)126-X.105"WAILS(rYP,) 017 —
B07(W LA STUD I'D RIM JOIST ON PORCH ONLY OUTSIDE SURFACES OF F LOON JOIST' _lBc 2
ON2 12-20-17
FASTEN W/8-t 1/4'V.105"NAILS TOP&BOTTOM OF 4X4 PT CORNER 7 OF 8
POSTS-1(I-SW.120"GALV NAILS EA PLATE CROSS SECTION
AS NOTED
SIDE WALL FRAMING SCALE; 1/4"
PLYWOOD FLOORING- 1-2x4 BASEFLATE TS
FLOOR JOJS7_1 ,,-2X4(6) PT RIM JOIST -----FLOOR JOIST GENERAL NDI
ZINC Pi�TCD WA-.HER
PLYWOOD FLOORING Ln
—1/;!'X4' GALV LAG BOLT 2
1. BUILDING ANCHORS INTO EARTH SHALL BE
'x4 BASEPLATE MOBILE HOME TYPE 112' SINGLE HELIX EYE
ANCHORS' BY HOME PRIDE OR EQUAL. WITH
ANCHOR ATTACHED TO BUILDING
C CN
L 'DII FLOO
RING-
FLOOR F
WITH I/[X4- GALV LAG BOLT MINIMUM EMBEDMENI OF 24' AND
AVERAGE HOLDING POWER OF 4,00011 N
THPOUGH WASHER, THEN EYE OF 2x4�6) PI RIM JOIST
-T ANCHOR, THEN P114 JOIST 2, BUILDING AN(HDP-1 INTO CONCRETE 1/2'
INTO END (IF FLOOR JFJIST
ZINC- WEDGE ANCHORS WITH MIN 3- EMBEDMENT
GRADE PLATED WASHER 3. ANCHORING SYSTEM TO GROUND PER LOCAL
BUILDING VODE, LOCATE ANCHORS PEP
Y.T-11 --I/P'X4' GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN
4. ANCHOPING '.�YSTEM TO CONCRETE SLAB PER W X
PIER SPACING --- LOCAL BUILDING CODE. LOCATE ANCHORS PER j a 014
REQUIR04CNIS SAME i REQUIREMENTS SHOWN WITHIN
VZ' EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5. END PAD SPACING IS END Of' BUILDIMr, rD
AS ANCHOR SPACING
RE QUIPEFIVI'll'S -ISLE HELIX �. MIN, >
4' ';;It WITH 1121,(4' GALV LAG BOLT CENTER UP* END PAD
EMBEDMENT OF LOCAIL 0
T14PUUGH WASHER, THEN EYE OF 0 0!:
ANCHORS ONLY ALONG LfINt; ANCHOR, 114EN RIM JOIST 6, PAD SPACING EITHER T14AN END PADS jl� (L
SIDE OF BUILDING. E1421 ANCHORS CENTER TO CENTER LX CL
WITHIN ;` Of EACH END, TjICN INTO END OF FLOOD JOIST 7. BASE OF FACH PAD TO BE 8';Klb'x4' *PLID
8' MAX ANUIUR ','.PACING. cONGRETE BLOCK <CEMENT AND ::ANIJ MIX)
8. HULLOW 6R SOLID CONCRETE: 13LOCKZ MAY
BE I)RY-STACl/.I_-*D ON PAD- FOR HIGH SET;
UP 'TO 48' WITHOUT PENFORGING >
S'HEli WITH ATTACMED '-J<IWN 1/2' EYE AUGER ANCHOR WITH 9. ANCHOR '.PACING IS BASED UN AZrC 7-10 E
4' SINGLE HELIX & MIN. `ISK CATEGQR"( I BUILDING EXPL)r�URF B
R
END Vll- W EMBEDMENT OF 24'. LOCATE 0
ANCHORS ONLY ALONG LONG 160 M,PJA. (3 '.,CC GUST:- EXPO"ORL C
SIDI: OF LUILDING. CNI) ANCHOP-1 2017 FLORIDA BUIL DING CODE 6-th EDITION
SCALE- WITHIN 2' OF EACH FND, THEN 10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF
2' MAX ANCHOR SPACING. BUILDING I:: WO' IN"�IDE WALL HEIGHT ig
-
II. MAXIMUM WIDTH OF FLOOR IS 13'10* WIDE ti -ca L 0
la, MAXIMUM LENGTH OF f-LOOP IS 50' LONG
13, PlErl ',PACING REQUIREMENTS SAME AS
AUGER mqcHoR spiifji4G REQUIREMENTS "o J`
ANCHOR ATTACHMENT DETAIL
tnbnWk z
tx I w>
(A
,CL i
SCALE, N.T.S. t4 =1 0
ZU-JZ
1`0L)NDAl Y)N AN(A l(AZING i tF rA.AAIN SYS)T.hi
1 0 BE DIE SKiNED ANI)L0 A
kx4 RA��[PLNTE _-(0 I/,:' 7114t; PLATED NOT
3/4' PLY%-A)nD--, 2'xL"xI/8' ZlNr_ PLATED WASHER
j. �6 GAUGE 13-90 GALV
-,-.,--2x4(6) PI RIM JOIST VW flid.rd CHIL
TEEL V- x 13't.
1/21 WEDGE ANCHEIR WITH 6 SHAPED BPACI!Lr =05107840 -IV' LYEDULT 3' MIN EMBEDMENT INTO ATTACHED TU EACH A 4smi,4s,SMI 16
'„OLIO CUNCPEI'E fIAB STUD & VA%TENFI) W/ Isocccoup",
E�'r RM T AVI ACHED TO ANCHOR VIIII THROUGH 2x4 VALLPLATF �10-- 0.089 x Exp.d� via.,r M4.11.,vt ROBIN DUJLDER�,INC.
<i) 7P 13110, e2) & 2x4 PT BOTTOM P1 ATC. VING SHANK GAUV NAILS 52 S. STATE .
7P VA:.'HER, 0) I/R' ZP HUT SPACING OF ANCMDP:�TO �t PE OU379,IA IT#42027 YONS, GA. 30436
BE MAX 3' ALONG ALL 2.,:4 BASEPLATE: LSU(XC NUO2416 N12) 526-3266
SIMPZ;ON (or EOUAL` FOUR WALLS WITH I
7 WITH 1/2' WEDGE ANCHOR WITHIN I' OF 8701), UPLIFT
EACH CORNER ttHirrr
ANCHOR MIN 31 04BEI)MEN1, V4' P.T, DA,',E
LOUATE ANCHURS ONLY ALONG
CLIN".1 LONG SLN: OF BUILDING, E14D SLAB BY
Ibr
ANCHORS WITHIN 2' OF EACH a rHEP,; AL CODE TIE DOWN DETAILS
OTI(C MIN 4- LUC
AND FUJI, THEN 3' MAX. 2_pAfING AND _111RIVIICTION
All[V APPLY 39
%
si-in wip-i ATTACHED "KIDS E D WITHOUT F L 0 0 1
E�IEDOWN
ANCHORED TO CONCRETE� N
12/10 17 8 of 8
ANCHORED TO CONCRETI
Ef`4D VIEW 1 20/
END VIEW AS NOTED
Ill[Illlll111111111111111111111111111111111illlilliil 1
2018198716
Permit No, Lo l Paso TO No U'4-9U-9 4�f•'-�� %- {.�Ent. t t.l3(.tom
NOTICE OF COMMENCEMENT
state of d ((JA OL Cowtty a to
THE UNOp2Sit+AiED hereby gNos mike go improwrrmnt Wit be made to certain reel property,and In accordance with ChspGar 713,Fonda Staartes,
U.
foeowinq tntorme8on le pmvidad In this Notice a S�
1. Description of Property Parcel ldent 4on t C;"h� - ` �i".�(.� .. iv y iL 4S•44 /l �
SbeotAddress: 6 Q�`I"�Cl V.i`N) Lotn , l h7 C J�✓�
2. Germal Description of tmprovernatt t 1` A r g` t�' r' ,i"1 : "�i L ,
3. Owner Information or i essoe infometiorr 4 the Lessee oordraded for the hprove m*
r e'�) i %r�li 3►Y -'' \., i l r i i��:t.4k�l`uenrEAddress City !'],m
Interest In Property:
Name of Foe Simple rdWvoldw..
Of dalurent kra Owner listed above)Address
p
4. Contractort 1`.!'aH TY 1 y 1 y1 1�+�.^,; i iC l c'�i C��i -'��Z. -i et. -xinc.. = fl'»uce( I—=-) H r L�1C
Address City state
Contractors Tebpl..No.:Q0)Q1 iti'`67-,SR -
5, sty: Rapt:2008875 Reel 10,00
Name DS: 0.00 I T: 0.00
Address city 1ii2712018 K. D. K. , Dpty Clerk
Amount of Bond:S Telephone No.:
S. Lander.
Name
Address CRY state
Landes Telephone No-
7. Persons within the State of Florida deatgnated by the owner upon whom notices or other documents may.be served as pmvtded
Section 713.13(t)(a)(7).Florida Statutes; PAULA S.O'NEIL,Ph•�.�rDt.PASCO CLERK & COMPTROLLER
Norma i10R7$K 162m PG 337�6
Addreae City state
Telephone Number of Designated Parson:
B. In addition to himself,The owner designates of_,—
to receive a copy of the Uenoes Notice as proviidod in Swoon 713.13(1)(b),Florida Statutes. "
Telephone Number of Person or Entity Designated by Owner.
8. Expiration date of Notice of Commenoo meant(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be one yaw from the data of recording unless a different date Is specified):
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 IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTiCEr 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.
of my ktwwoi dof a du&fefdoclere that t ttava read the foregoing notice ofwmmenoement and that the facts stated therein are tote to the best
STATE OF FLORIDA
COUNTY OF PASCO
S g or Lessee,or Owners or lessee's Authorized
ORIcedO orlPeRnerMlanager
� Sivaat►onya TRt/0111 `�-
The foregoing Instrument was acknowiedged before me this�nay of `►� .20My=— `• ilS, =<hN
as 1�.4fL/_ (type of aWnoritY.e.g..officer,trustee,attomey In fact)for
Q (n on be m l wa d).
Parsorelly Known Qg Produced Identification❑ Notary Sig um
Type of Identification Produced .+ Name(Print] t
pan„u, '•DIANA REED BELCNER
`�ao5r°""� •,, Notary Ptsb(lo-State of Flarlda
Commission#FF 1B079i
Iles Dec 3,2018
a * .
My Comm.Exp , Assn.
ovr+ ''� gandedthroughNationalP.otary
uru,�
wpdataftitnotkeoommencomnt pcOS3048
STATE OF FLORIDA,COUNTY.OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
ON FILE OR Y OF PUBLIC RECORD IN THIS OFFICE
us I&Zrj -�K
WITNESS M"'HAN6 AND OFFICIAL SEAL THIS
DAY OFJaQ�J� '.�"2
PAULA S.O'NEIL,CLERK&COMPTROLLER
fj F F BY DEPUTY CLERK