HomeMy WebLinkAbout19-22171 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22 1
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION,
Permit Number: 22171 Address: 6851 WIRE RD
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: COMMERCIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 02-26-21-0010-01200-0000
Improv. Cost: 4,000.00 OWNER INFORMATION
Date Issued: 12/18/2019 Name: ELKS LODGE 2731
Total Fees: 90.00 Address: 6851 WIRE RD
Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542
Date Paid: 12/18/2019 Phone: (813)782-4604
Work Desc: INSTALLATION 12 X 20 SHED
CONTRACTORS APPLICATION FEES
OWNER BUILDING FEE 90.00
l
Ins ections Required
FRAME
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.
J 4
CONTRACTOR SIGNATURE PERMIT OFFICOR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
t� t
City o'f Zepfiyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type:
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
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4 a yotc �j
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This comment sheet shall be kept with the permit and/or plans.
DE
Kal ' witzer—Plans Examiner ate 19 ontractor and/or Homeowner
(Required when comments are present)
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received L ((�� (O 6
l / Phone Contact for Permitting p/3 -- D
Owner's Name - S 2 Owner Phone Number
Owner's Address gs t'l e4'a'- d— Owner Phone Number
Owner Phone Number
JOB ADDRESS LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK ]= FRAME = STEEL =
DESCRIPTION OF WORK aC 4q
BUILDING SIZE A XZ SQ FOOTAGE= HEIGHT f
=BUILDING _ $ ®Oo VALUATION OF TOTAL CONSTRUCTION
a.
=ELECTRICAL $ AMP SERVICE = DUKE Q W.R.E.C.
=PLUMBING $ ��
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION• n/(�/
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER � � � COMPANY �'T���
SIGNATURE REGISTERED / N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
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/Slit Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
"PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (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 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 CONTRAC e 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 equired 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 advis d to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the ov ner 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 occu ancy" or final power release. If the project does not involve a certificate of.occupancy or
final power release, the fees r iiust 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 certif 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 tF>,e 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/Was ewater 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 I strictions 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 Staie 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 t e building permit issued under the attached permit application, for lots less than one (1)
acre which are ele sated-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 commend g 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 i 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, frlo
n.
m the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extensi If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YO R FAILURE TO RECORDD-A NOTICE OF COMMENCEMENT MAY RESULT1N YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH-YOUR-LENDER-OR-AN--ATTORNEY-BEFORE-RECORDINGrY-0UR NOT-ICE OF-COMMENCEMENT.
FLORIDA JURAT(F.S.117 3)
OWNER OR AGENT , CONTRACTOR
Subscribed and sworn (or affirmed)before me thi§ P Subscribed and sworn to(or affirmed)before me this
by le'e td by
Who is/are personally known tg me or has/have produced Who is/are personally known to me or hasthave produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner.
Job Location/Address:
Parcel I.D.#:
SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DIMENSIONS&SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE&FOUNDATION INFORMATION
FRONT PROPERTY LIKE
_ r STREET
(NOTE EXAMPLES 1&2)..
Example I.- Setbacks for RI &R2 Zoning Example 2. Setbacks for R3 Zoning
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21•SQiWAMILY1 37DUM
MITPROPER 71W WNTPIDP}$fYIN
Sf W -- - - - - - - - -
�` �k Intertek-PSI Tel +1 407 304 5560
1748 33 Street Fax+1407 304 S561
Orlando Fl.32839 Intertek com/building
January 15,2018
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Robin'Builders,Inc.(Lyons,GA)
Agency Plan Number: ROBIN GA•FBCR2017
Dear Mr.Campbell:
Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),part of Intertek'Building Science
Solutions,in pursuant to the requirements of the Florida Department of-Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,6a'Edition
2014 NEC
A signed and sealed set of plans are maintained on file in the Third-Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way,please do not hesitate to contact me.
Yours sincerely,
Professional Service Industries,Inc.
vector C.Martin,PE#82379 Richard Olds,FL SMI-76 SM -45
Department Manager:. Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC:Wayne Hartley—Robin Builders, Inc. (Lyons,GA)—wdhrobin@bellsouth.com
Itl 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"),and MT Group Inc.("INTERTEK-MT").
www.intertek.com/building
0
ROBIN BUILDERS., INC. OEM:
L YONS, GEORG/A
o.
O N
GENERAL NOTES
0
1.THIS 8TRUCPLM HAS BM DESKMM tR ACCOFU)PXW WITH THE 12 ALL YYBNE SMALL BE I THIN SOLID COPPQNVVITH GROU ND.W6@fGa a
�17 FLORIDABUBJXNO 00DE 801 EDITION,2D14 NAN]NAL ElECIRIC CODE'„ PROIECIm PHt2014 NEC. FDCMNE LOCATIONS&TYPE MAY VARY.
2017 FLORmh FIRE PfEVE3f&C00H ADD ASCE 710 FOR 160 MPH WILD VELOCITY
(3 SECOND GUST16EMOSURE C FOR PARTIALLY ENCLOSED BUILDINGS. 13.ALUMINUM WINDOWS-TYPIE SC.QUANRiYANO LOCATION MAY VARY.
2.,e& R"IL4AALABOR SHALL BE ACCORDANCE WITH THE ABOVE CODE ADD MAXIMULIW08)OW 812E 48'WRX:z98' 12 c
ALC g 14.OPMMEXTERIORWALLCOVERNGS NCINDE COARINGAT®�� �o+ti
ME&AALLIMINUM.4•LAP ALUMINUM,GV PT T-111 BMW%VINYL SM43
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE WM25 PSF FLOOR LOAD. WITH H RACE B11C1�R fEF7fE P ROOF � PAN R EL POL�YGJ iA7E, _ N
Ndi FORINBRATION.' SHINGLE ROOF OVER I r PLYWOOD WITH 2 LAYERS(1 OF 13 LB.FELT OR 2 ui9 m
4.WRITTEN DIMENSIONS SHALLTAKE PRECEDENCE OVER SCALED DNLENJSICIPM PERIATBE OVER 7Ar%2 AND IS LB.FELT. y Fin •O
S.OUTSDEOVERALL LIIMENSIONB CAN VARY BtTWE731 LIMITS As SIHDMRN.GIRT MEMBER
8?ACNGBWW.NDT E7LCEtD LIMR8 N180DICATf�. WOOD.ENG•I DANN
BF S9ALL CONNECTIONS BETWEEN
NBWOPoAFRCBE NaN OW
SIDINGS AND FRAME
0
B.ALLFLOORSIDD&J018TLUNl 1OBEf2SYF lHD PT 10.31P PLYWOOD FLOTMOSURFACE NWU�WIIH S'zd120.OAI.V.NAIL BPAC® ozN 2
ALL WALL PLATE8,,81LDS&RSIR. ULEERTa tE�SYP 10) B•EDGEN 10.00 FIELD.F1.00PoNO OR�TI®PHZPBdDiCJLARTO F1.00R JOISIS. m 1°om -O wl 3
7.ALL WOOD WRLIW B'OF GRADE OR N CONTACTWPIH MASONRY SFWLBE Z Nov
P1�ATNETREA7EDNACOOROMICE WTIH AWPA Ut AND 17.FOUNCIATKIN FOOTING AND ANCHORING OF UNITWILLSEMECYNNFRS m a
FASTENED WITH GALVANIZED FASTBNHtB B TO WITH
THEINSTALLATION. NJD�U VERIFY SPECIFIC M�t TLL q O&
0.71tUBS DESIGNED TO SUPPORT DL*LL Sti PSF. COt/ 0 PTO BU �T N LU� =UyME8A CPEL�E
REQUIREMENTS FORTMNS STRUCE �h.raO
IL ALLALULBNSIM SDRNGR2OORM TO BES00N ALLAY CON FORMING TO ASTM B.M% 'ftft
S WOO MBUMM YIE D STRENGITlf. 1L ROOF DRAINAGE PER 1603A&R803A t'•`
10.USEfB X 3W TYPE ASHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN
ALUMINUM LAP BIDING AND FRAMF-USE98 XBFM•WITH 1Q'NEOPREMESACED
WASHER CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOFN8DN0-PERIPHERAL MEUB£RBEOC irfri ioA .B INC.
ROOF/8HD&IO-Mi3i10R MEMBERS 1Q CC FLOOR LINE LOAD: n�sosn A
BDINXN-12'OC BORON TITER. A 50/t25 PSF v�®u `
11.DOOR SHALL BE I•X1'SEEL TUBEWELDED FRAME WITH AN ALUMINUM ROOF LOAD: 812N 6� 8
PANEL INSERT WITH STRUCTURAL LNERAND PIANO HINGE DOOR IS
ANTACHEOTOVERTICAL DOOR JAMS.OO ROOF SNOW
DMSGAD ANDARY DOOR� STEEL DOORS.TYPE. P ��QUAM DO DHIROR ``` f�H'E,LO,� WSTEEL
F'TYAND WIDIT1 dT IF BUILDING B<44003F PEN FBC 1010.1.1(4 WIND LOAD: •.p� BRELAULTiYAIE 160 MPH;NOMMAL 124 MPH : USEB.Rm(CATEGORY 1 Na 6818Y HC.B WIND EKPOSIRE CATEcan *: :*
D.GCpi a♦-.55 O11SiNAL PRESSURE qq• i/12/20T B,
F••"••R?�'•` 92-20-17 1 of 8
All NONE
PSI APPROVAL 2DIS-01-15
ALL WORK SHALL CC)MPLY WITH PREVAILING C EVIEW DATE®EC 1 6 201E
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE, TY OF ZEPHI'RH S AND THE CITY OF ZEPHYRHILLS PLAN EXA+Af11NE►3
ORDINANCES /
FLOOR DETAILS
�s
N
VARIES TO 60' O' c a
PT 2X4(6)FLOCRJOtST316'OC SW X 24-e'HBO((OR EQUAL)ANCHOR FOR SOR. H
DOUBLE PT 2IA SKIDS PT 2XA(e1 RIPS s �MODEL 66iA(a2ADAd)OR EQUAL FOR ROCK
4SNIDS REQU97EDFOR ('3)3'X 12D =5 GALV.STRAP OR CABLE OF 475i CAPACITY
FLOOR INID7H OF IT 6'
A FOUNDATION ANCHORING TIE DOWN SYSTEM
A TO BE SITE DESIGNED AND LOCALLY
PERMITTED o
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41I212
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ram N.T.S. EACH END.THEN MAX 8'CENTERS.
ps.
�ccr rtv. 3W PLYWOOD PT
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE a DEAD LOAD
ZWO)PTFLAORJOIST FLOOR LOADING. ROBIN BUILDERS,IN
rr°i�'n°�1aei 552 S. STATE ST.
ccmmew PT HEADER BETWEEN UNIT WIDTH 6' e' 10, 11'6' 134 6'
a�esan h k 3'=-12O NAILS B'OC LYONS,CA 30436
�vc¢nmlu y� �Aryp�,E�� FLOOR JOIST 2X4 2X4 2X6 2X6 2X6
ua�u„�m.Ar,tw & :IAl13 fR Pl,l1 912-526-3266
awamn,uwwra� & t'ER PLA 9 OF SKIDS 2 2 2 2 4
16' IB' IB' 24.5' IS'
2X4 PTHEADER BETWEENFLOOR DETAILS
SN 6'IOS-3'I.12ONAL8OC DOUBLE PT 2X8 SKIDS 40' 60' 84' B4' 40'
SDLP30N HN OR EQUAL
ON SL7E 10 X ib OR
StluP3ON H1Od OR EQUAL FOR 125 PSF FLOOR LOAD 16'OC OR 24'OC FLOOR JOISTS CAN
ON SlMtOfAe OR LAROFR NOTEFgj RECEIVE BE USED SO LONG AS DIHI:NSION R'IS DIVIDED EOUALLY®42'
(u13"X.7?D NAILS AT EACH WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH
OUTSIDE WALL. ABC 2017 .�
FLOOR DETAILDA ;2-zD-,7 2n16
N.T.S. NONE
PSI APPROVAL 201801-15
HEADER DETAIL MAX SPANS&FASTENING FRAMING FORAMERICAt1A,CLI1881C.R4�FY 20��ED BY YDRAULIC�SS
HEADERS 1-2l 2-2X4 2-2X5 EACHSIDEOFJOOYT
WmR1w WTTN17t 12 20(LA3XE'CONNECTORPLATES n
PLYWOOD PLYWOOD ATTHISCONNECTIONONl4WME
® ® ® LOM ONLY 1
pO�� u
l4XA OPTIMALEAVEWMAX—Ii' DOUBLE 2X4 SW#1 XD STUDS DOUBLE i
® 2X4 SYP I"XO RAFTERS AT EACH END
STITCHED Wf3'X.120 NAILS 12*OC
MAXSPANS "-w GOP I5' 2X4 SYP Of Xn WALL STUD WITH
FAS78RiN0 3-.133x3 6.l30'x3 6,13vx3 12'ZCMCCK 2X4SYP#1 XDJACKSTUD
NAIL EA NAIL EA NAIL EA AT DOOROPET.DM ..
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SPAN 8 FASTEANQ X4 yyp 02 KOC . BEL DApDgOy�(Mn STUD i
BALK 1�4 1 lJ7Xir25GA.(LAW.STEEL PLATE 1L20 PER6 ECTiMt °
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(0)1.W X AW NAILS(TYP.) 2X4 SVP#1 KD BOTTOM PLATE <a
® 3 a.120'NAi83 SPACING
0
f DOUBLE PT2xa SKIDSTvPE AND LOCATION OF DOORS
Imo-- I3' EI MAX. AND IMNDOWSTO VARY
MAXSPANS � D' I NOTE FOUR SKIDS UINDFR 18'6`WIDE FLOORS ONLY �
FLING 3:13('x3 TYPICALDOORFRAMf4TR: 2 yam '•
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PLT.S. 1ORWX87H 04
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!X4 SYP 02 PUR LIN SURFACE NAO.ID \\. EMBEDDED BY HYDRAULIC PRESS psi
WRH(3)7f10'Xr 18 OAUBE \\ EACH SIDE OF JODIT y
SMPLES PER GQNt¢CRUt4 �cv cisarHF �n 3 a
W.T)2)GAUGE STEEL HATCnANHEL
Wt(2)2-1l4'X0.131 HTNAIL PEiR CONN.
(3)3'Xi20
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O TWANL EAVES MAx Ar &19b WOTE UNITS ONLY AND�T.Y MODELS n Rra;aax
2X4 SYP#I XD STUDS&RAFTER 24'MAX SPACING o�w,.ru.a�+��xrtiR r+w1r..
RRRO;KRi®O �
SIDING:SEE NOTE#14�
90'MAX. TON OIF�RSfi1NC.
1XA SYP#2 XD tX1NTUNUOtLS$FZTLLNE.OADO INTO STUD
(2))3 x.120 NAILS PEAR CONNECTION
STUDS TOE4UILF.D TO BOTTOM
PLATE,(4)3s19('NAILS(TYP.) 2X4 SYP#t KD BOTTOM PLATE.3x.120 NAILS S'OC"ll$'Cti.E.bQ,�,y�� RUTTY.CLASSIC.
,.� 'ti4A`•:*Yo"!,� AND ANEiICANA
`Y FRAYING OETAIIS
1 1f2`X 1r 2E(LA CW.V.STEELPLAT♦" DOUBLE PT 2X0 SKDS W41�9 g*Y
AT EACH 4 SKIDSON 1316'WIDE _ .yI
tjt2/2ots:
13. 6'MAX. "{BC 2017 4
rJr'••Roiy4�`�``,"+ =2-20-17 3 01 8
CROSS SECTION DETAIL '% ,.�� NONE
,t�
N.TJ3. PSI APPROVAL 201MI-15
FRAMING FOR FLORmUW
NOTE:GABLE ORIENTC ON IS SYMBOLIC m
V*Dftk DIRECTION. CAANN BE W EfiHER 'o
psi
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e 1
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O
coot 4rvr.Iv 25�- ROOFING:SEE NOTE#14 o N
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cirri+,rl�•;+.,azel,+ GABLES-ATTACH TO TOP OF RAFTER m
80VER RIM B TOP PLATE TO STUD
xiKmn4o (8)125'X.tOS NABS(TYP.) OV R SYP 1 SYP TO RIM
OVER2x4#1 SYP TOP PLATE w
R'al�'4x�1° 3'x.105
OUSLE 2X4 NAILS W SPACING o
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oa*o�w�:vkmrcr+n4 v[ SIDING:SEE NOTE#14
Isuswm �Amv 4#1 SYPKO STUDS >
m
1 112'X 17 26 GA.GALV.STEEL PLATE 1X4 PURLIN IX4 SYPKD PURLIN i
AT BOTTOM OF EACH STUD p R
(6)12S x.105'NAILS(TYP.) CONNECTION
2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS 2x4 SYP#1 BOTTOM PLATE 'e
I--MAX. 13' 6' —( TYPICAL DOOR FRAMWG
I I 1�IW X 79DOHOR SIZE
N
END WALL FRAMING
2x4 SYP Mh TOP RIM RAFTER 3-3'x.120'NAILSI EACH
OVER 2x4 SYP#1 TOP PLATE CONT. STUD TO PLATE CONNECTON N.T.S. W x� >
FASTEN WIT x.120 NAIL B'OC 1 W x 16'26 G STEEL STRAP 1-
TOP OF STUD 8 RAFTER CINNECTION
(8)125-X.105-NAILS(TYP.)
ROOFING:SEE NOTE 014 m y m 3
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OR
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EAVE USE SINGLE 2X4 RAFTER FOR SPAf4 MAX 93'.
ATTACH TO GABLE RIM W/4-r x.120'NAILS EA END 1 12'x S 26G O RI STRAPS USE DOUBLE 214 SYP#1 IN-7 PROFILE MAX SPAN 13S _
BAT.EA.STUD TO RIM JOIST DOUBLE STUDS AT CORNERS STITCH W/3'x.120'NAIL ON Ir CENTERS
FASTEN WIB-1114' ALIT NAILS 3'x.120'NAILSONWSPACING ATTACHTOGABLE ROM W/6.3'x.120'NAILS EAEND ROBIN BUILDERS INC.
SIDE WALL FRAMING 552 S.STATE St.
ylq#1 gyps LYONS GA SOLS6
N.T.S. 24.O.C. 912-$2a-3266
23'x.120'NAILS EA E71D
2x4 01 SYP TOP 8
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'•�-,�y" SIDING:SEE NOTE#14 FRAMING DETAILS
11Z x 1726 G STEEL STRAP
_ TOP 8 BOTTOM OF EACH STUD
• !/!P/P Of B; - 2X4(6)FLGORJOisr
212 '7BC 2017
"` TYPICAL CROSS SECTION '12-20 4 OF S
rr III 111`, SCALE_ 1/4' = 1' 1i 8 NOTTEDED
PSI APPROVAL 201S-01-15
+ GAMBREL BARN FRAMING DETAILS XI SYP 02 PURLIN SURFACE WALED WITH
PSI (8)7HS'X2STAPLESPERCOHNWnON
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12 EACH SIDE OF JOKIr ^N
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12-20-17 5 d S
ms
CROSS SECTION DETAIL ` NONE
III
PSI APPROVAL 2018-01-15 N.T.S.
HEI1DEt DETAIL WXSPANS&FAS7ENOCG FRAMBIGFORSTEELFRANE ROOF PANE.ATTACHTO EIOWALLS
SDEWALLS&ALONG RIDGE WITH
HEADERS 1-2N 2-2X4 2-2X4 ROOFPRCHVARIES i10x3WSCREWSATB'SPACRiO
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SINCE GABLE CAN BE IN ERMER
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6BEJICOIiI�i NNENf8Df8 EACH END EACFI EIID FOURPERCORNER <
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MAXSPANS 4S• &EACH EDGE OF DOOR OPENING
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13' 6'MAX. TYPE AND LOCATION!OF DOORS
NOTE FOUR SIODS IMDER 113V WIDE FLOORS ONLY AND TO VAW
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END WALL FRAMING NA70MUMDOOR82E- QOM
N.T.B. 109WX7lrH of y"I ¢off
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SIDING:SEE NOTE 014J
90'MAX. � , Base Reil"Top ReJg 526-I266 1NC.
CONTINUOUS BELTUNE-1-1 �— i110 x 314' Im
BOTTOM TRAOCCONi FASTEN dead snavlzl permnn.
WllWx2 IrZWASHER HEAD 20 GAUGE STEEL 1�• o`���tHIE���,,�y ••_—�—IAGSCREW EASTUO BOTTOM TRAOC C014T. J_ Swaged imp�wi ,t `� V, ''i DSfEEL iRIWING
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NOTE FOUR WOODS UNDER 13V WIDE FLOORS ONLY I �• yp•:- �OF `FBC 2017 `
.'• "f•. -12-20-17 6 of 8
CROSS SECTION D ETA I L STEEL STUD DETAIL ��� �.
N.T.S. � NONE
N.T.B. PSI APPROVAL 2018-01-15
FRAMING FOR PORCH MODELS TRUSS SCHEDULE 2X4 syp TRUSS TRUSS S24° C. ." ,�H E�i'',
DOITAg4 SYPg1 TRUSS RA AT ENDWALLS
8S7 TOGETNERWIWx 0. NAILS B'OC
DOUBLE TRUSS ��`�` •" ""'
AT ENDWALLS ELO TRUSSE324.00 20 GA 2.5•Xd'TRUSS PLATES=
NOTE:Gq8 4RIENiATION IS SYMBOLIC EACH SIDE 4FTRLfSS �sun
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SINGLE TRUSS OV£RWALLs r— �
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1 lir X 12'26 GA.GALV.STEEL PLATE
(8).105 x 1.26'NAILS ,U
20 G GALV STEEL HATCNANNEL ROO NG-SEE #t4
W1(2)2-114°x 0.131'HT NAILS PER CONN. 2X4 01 SYPIOJ SN Li
ET OUBLE 2X4 2-Wx.120°NAILS o0
SIDING:SEE NOTE#14� EACH END >
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a
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ROOF FRAMING 7O(8)2°".1 (;YP.) �N> 120
,
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20 G GALV STEEL HAT CHANNEL � y
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PORCH DETAILS `""" t+12 x1626GSTEELSTRAP &
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(8)125'X,IOV NAILS(SYP.) DOUBLE 2xTUD S �
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SR SUPPORTED BY
2x4 PT JACK STUDS 2x4 SYP PT TOP �--�
yp STUDS OPEN PORCH AREA PLATE CONT.
2X4#�4 C£NTEttS MAX 65PAN WALL TO CORNER POST 2X4#!SYP STElOS b52tS.ST TE5 INC.
23•x.t24'MAN.EA END 4OxU4TPST ECEREAgt 2d'MAX SPACNG 9I2�52b�2640G34
TYPICAL WIN.FRAMINGIETE OF PORCH 214#t SYP BOTTOM
PLATE-INTERIOR
2X4 PT RAILINGS WALL ONLY
MAX6-OPENING !X4 PURLIN IMED
INTO STUDS /
iX4 Pt7RLiN / FLOORINOTE B'� PORCH MODEL
SIDING:SEE NOTE#14/ / FRAMING DETAILS
32X4'X#1 SYP BOTTOM PLATE
3'x.i26'NAIL 8°SPACUJG - 1 1/T x 12°26 G STEEL
BOT.OF EACH STUD TO RUM JOIST
t 11Z°xfT26GGALVSTRAPS (8)126 X.105'NAOS(iw -
BOTOFEASTUDTORLMJOLST 514X6
PTFLOOROECIONG 2'lBGGALV PLATES
FASTEN WB f4*x.IWNAILS ON PORCH ONLY ON 20UTSIDE SURFACES OF ZX4(6)FLOOR JOIST /�'/` ^FBC
TOPBBOT.3 OF 4x4 PTCOILSF CROSS SECTION
ION
POS1S-t0�gMOF0'GM.VNANSFA PLATE
v S 12-20-17 7 OF B
SIDE WALL FRAMINGRNER SCALE- I/e= , IS NOTED
PSI APPROVAL 2018-01-15
PLYWOOB FLOORING 2x4 RASEPLATE
FLOOR JOIST 2x4t6)PT RIM JOIST FLOOR MST GENERAL NOTES
2'x2'xl/8'ZINC PLATED WASHER 3/4'PLYWOOD FLOORING
v2•X4'GALV LAG BOLT 1.BUILDING ANCHORS INTO EARTH SHALL BE
2xa HASEPLATE ANCHORS BY BYE TYPE 1/2'HEI E PRIDE OR EQUALLWITH E n
ANCHOR ATTACHED TO BUILDING MINIMUM EMBEDMENT I3F 24'AND
WITH i/ex4'GALV LAG BOLT 4t63 PT RIM JOIST AVERAGE WILDING POWER OF 4,0000
EYE OF
ANCHOR. W7 R 131STL 2. BUILDING ANCHORS INTO CONCRETE 1/2'
INTO END OF FLOOR JUST 21.2'x1/8'ZINC- WEDGE ANCHORS WITH MIN 3'EMBEDMENT
GRADE PLATED WASHER 3.ANCHORING SYSTEM TO GROUND PER LOCAL
o BUILDING CODE.LOCATE ANCHORS PER
t/2'X4'GALV LAG BOLT SPACING REQUIREMENTS SHOWN WITHIN
4,ANCHORING SYSTEM TO CONCRETE SLAB PER c
PIER SPACING LOCAL BUILDING CODE.LOCATE ANCHORS PER
REQUIREMENTS SAME SPACING REQUIREMENTS SHOWN WITHIN a
AS ANCHOR SPACING � 112'EYE AUGER ANCHOR WITH ANCHOR ATTACHED TO BUILDING 5.END PAD SPACING IS END OF BUILDING TO
REQUIREF4ENTS = 4'SINGLE HELIX&Milt WITH 1/2'x4'GALV LAG BOLT CENTER OF END PAD n
ENHEA NT OF 24'.FLI:ATE THROUGH VASTER,THEN EYE OF 6.PAD SPACING OTER THAN END PADS IS n
AMCHRRS ONLY At.ON LO NG ANCHOR,THEN R/N JOIST L CENTER TO CENTER o.
SIDE OF BUILDING END ANCHORS INTO END OF FLOOR JOIST a
WITHIN 2'OF EACH END,THEN 7 CONCRE E BLOCK (CEMENT AND SAND MIX)
e'MAX."SPACING. GRADE 8,HOLLOW OR SOLID CONCRETE BLOCKS MAY
BE DRY-STACKED ON PADS FOR HIGH SETS t
I/2'EYE AUGER ANCHOR WITH UP TO 48' WITHOUT REINFORCING
SHED WITH ATTACHED SKIDS 9.ANCHOR SPACING IS BASED ON ASCE 7-10 E
END VIEW 4'SINGLE HELIX 6 MIN RISK CATEGORY I BUILDING EXPOSURE B
EMBE T OF V.LOCATE L) 'u n
z AN EM NLY ALONG LONG 160 M.P.H. t3 SEC GUST)EXPOSURE C
SIDE OF BULLDING END ANCHORS 2017 FLORIDA BUILDING CODE 6#h EDITION
SCALE,MY.& WITHIN 2'OF EACH END.THEN 10.MAXIMUM INTERIOR SIDEVALL HEIGHT OF ~�^•�'+
N 8'MAX ANCHOR SPACING. BUILDING IS 8'0' INSIDE WALL HEIGHT a gal
NIL 11.MAXIMUM WIDTH OF FLOOR IS 13'10'WI➢E q NON o
12.MAXIMUM LENGTH OF FLOOR IS 50'LONG y ui vi 1
13.PIER SPACING REQUIREMENTS SAME AS }�
AUGER ANCHOR SPACING REQUIREMENTS
ANCHOR ATTACHMENT DETAIL nn
i O W
SCALF,NT.S.
FOUNDATION ANCHORING TIE DOWN SYSTEM CODE REVIlf w
2x4 DASEP SU 1/2'ZINC PLATED NUT TO BE SITE DESIGNED AND LOCALLY ^'�+•_�^°' ;< ",-�..^'
cn z x2 xt/8'ZINC PLATED WASHER PERMITTED
3/4'PLYW®
26 EL 15 G-90 GALV itxvheh�n.ii<I.xt[LLt� .,.may
2x4t6)PT RIM J01S7 STEEL ED B x BRACKET
t/2'WEDGE ANCHOR WITH U-SWIPED BRACKET 1(la101e4o
1/2'x 12'EYEBOLT 3'MIN EMBEDMENT INTO ATTACHED TO �
EACH Miso .umm
SOLID CONCRETE SLAB STUD 6 FASTENED V/ Ua gua Aw
EYE BOLT ATTACHCB TO ANCHOR VITH THROUGH 2x4 WALLPLATE IN INC.
G 2x4 PT MTM14 PLATE RING SHANK
x 125' ExpxmvpObat+�:)xanxGfRwWf4 ��i A SY.
to 3/21x21 ZP ffiLt,(2)2•x2'x!/8` RING SWANK GALV NAILS alcas�tucg+cnu YQ S. 436
SPACING➢F ANCHORS TO
ZP VASTER,t13 1/2'ZP NUT BE 14AX 3'ALBNG ALL x4 BASEPLATE +�� 9f2 SZ6-3266
T 51: r5t.:,, A-24 S09UN for EQUAL) FOUR WALLS WITH 1
NW I' �'-.'•;y'> z AN WITHIN 1'OF 1111111/f
L �; ".s..i; 870X UPLIFT WITH 1/2'WEDGE
ANCHOR MIN 3'EMBEDMENT. EACH CORNER. 2'x4'P.T.BASE ''(k1
CONCRETE SLAB BY LOCATE ANCHORS aNLY ALONG ----CONCRETE SLAB BY
M
LONG SIDE BF HU L,DING,END T 4-�. _ '-.,
DTNffRS LOCAL.CODE ANCHURS WITHIN 2'QF EACH MIN A' OTHERS LOCAL CODE
AN➢JURI5DICTION END.THEN 3'MAX SPACING y - '" AND JURISDICTION �'C'; % TIE DOWN DETALS
APPLY APPLY
OIBf
SHED WITH ATTACHED SKIDS SHED WITHOUT FLOOR 6DTlE�
ANCHORED TO CONCRETE ANCHORED TO CONCRETE %ass' °'" ' TCIE DAWN '-
END VIEW END VIEW 111 +++` iz so t7 a of B
AS NOTED
SCALE,KtS. SCALE.NTJL
PSI APPROVAL 20tB-0l-lS