HomeMy WebLinkAbout22-4409City of Zephyrhills
5335 Eighth Street
Zephyrhills, FL 33542
BGR-004409-2022
FTFF]
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 08/09/2022
REINSPECTION FEES: I With respect to Reinspection fees will comply with Florida Statute 553.801 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 subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Mill - I . _7110M
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
N M,
SM"N"'IMM", aA
ll*', 44tilr, 10,11
- - - - - - - - - - - - - -
IT OFFICE
THOUT APPROVED INSPECTION
813-780-0020 City of Zephyrhills Permit Applicabon Fax-813-780-0021
Building Department
Date Received �Phone Coh�tntfor Paraign54 7 — 1366
tirl , 9
Owner's Name Owner Phone Number 954-907 -1366
Owner's AddressE�10 Wire Ftd. ephyrhil[s, FL 33542� Owner Phone Number,
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6810 Wire Rd. Zephyrhills, FL 33542 LOT #
SUBDMSION PARCEL
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR F-'j ADD/ALT SIGN DEMOLISH
INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
DESCRIPTION OF WORK
BUILDING SIZE 10 ft XSO FOOTAGE HEIGHT
�=BUILDING
j7o VALUATION OF TOTAL CONSTRUCTION
----------
ELECTRICAL AMP SERVICE PROGRESS ENERGY WR,E.C.
=PLUMBING
=MECHANICAL VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES
BUILDER COMPANY
SIGNATURE REGISTERED Y N FEE
URR�E.Y 1 N��
Address License #E=====
ELECTRICIAN COMPANY E
SIGNATURE REGISTERED ;;;; FEE
Address License #
PLUMBER COMPANY E�;�,�
SIGNATURE REGISTERED E. URRE.���
Address License #
MECHANICAL COMPANY E
SIGNATURE E=== REGISTERED ;;; FEE �GURREN Y! N�
Address License #
OTHER COMPANY
SIGNATURE REGISTERED
r------------------------------------------- I
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 ton (10) working days offer submittal date. Required onsite, Construction Plans, Stormseter Plans W Silt Fence installed,
Sanitary Facilities & I cluminster, Site Work Permitter subdMsionsnarge 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, Storm ter Plans w/ Silt Fence installed,
Sanitary Facilities & I 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 $2600, a Notice of Commencement Is required. (Ad C upgrades over $7500)
— Agent (forthe 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
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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—Lioensing Section at 727-847- 8009.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the oontractor(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 property 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, Wit 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 amanded): If valuation of work is $2,500,00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law-4orneowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs, If the appircant 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,
CONTRACTOWSIOWNEWS AFFIDAVIT: I certify that all the information in this application is accurate and that all work Wit 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, WateriWastewater Treatment.
Southwest Florida Water Management District -Wells, Cypress Bayheads, Welland 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 thatthe fallowing 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
1compensating volume" will be submitted at time of perriniffing 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 perrifit 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 am the AGENT FOR THE OWNER, I promise in goad 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, after, or set aside any provisions of the technical codes, norshall 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.
RAW
�M'00,
I "111111
OWNER OR AGENT /'
Sgsorilpri and a 'to or ffirmed In re me ti
!!o� eff Iltrnowuto me or hasth e pr
,ryas
identification.
i5i,__ - "\ �C_�Notary Public
1 it
CONTRACTO
Su ri and SMIAto or affirmed) befX me this
Who islat rsa try Iq to me or hasthave oduced
z as identification.
unto
Commissio
EXOMS December 12 2022
Name o ry t Fain WUratice 800.385,7011
DISCLOSURE STATEMENT FOR OWNER
CITY OF ZEPHYRHILLS - BUILDING DEPARTMENT
have read and fully understand and agree to the
pro"wi—ons ofthis �instrum:en t�
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the f 11 wing
conditions:
OWNER'S SIGNATURE DATE
ADDRESS 33
PHONE
Amite
I/MEst erfonns/OwnersAffidavit/NovO7
1
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I HEREBY CERTIFY THAT THIS SURVEY MEETS
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DRA A) ��M
1421 OGLETHORPE ROAD
OR EXCEEDS THE STANDARDS OF PRACTICE
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WEST PALM REACH, FL 33405
SET FORTH BY THE FLORIDA BOARD OF
dY iHIS
F.t#`w'ES10mi14,1�i ' ETYLVIE, �S e,
REVISIONS; REVISED
NEXGE SURVEYING,00M
RROFESSiONALSURVEYORS AhJC7 MAPPERS
SAiiii #L Y
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BOUNDARY, WRITE NEW
LB#8111
EXGUl
PER CHAPTER 5J-17, FLORIDA
` ` l° a me5-iC
01, Otk RSrs`PNOT ETF NEED,
DESCRIPTION
PHONE: 561.508.6272
ADMINISTRATIVE CODE,
psm 2m
FAX: 561.5C18.6309
SURVEYING, LLC.
PURSUANT TO SECTION 472027, FLORIDA
bi bT TI1�d2
STATUTES.
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QL.L NJ_ .,N,GINEERING, LLC
fFI�Y
STPUCT
V'
February 12, 2021
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Rood, Building C
Tallahassee, Florida 32399-6563
RE: Pion Approval
Robin Builders
Plan # FBC2020ACP
Dear Mr, Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Sollding Code, to Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer,
These documents wore reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official,
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official frorn requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (modular)
Building Program to make the building, code compliant, for the intended use.
A signed and seated set of plans are, maintained on file with Top Line Engineering, LLC,
If you require my assistance in any way, please do not hesitate to contact me.
Thank, you,
Respectfully,(
/Z 111ZI,
%flian-) E. Neary,
Business Partner
Top Line Engineering, LLC
'31
*** Please note, Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title block of the plans.
10649 Ockview Pointe Terrace - Gotho * Florida
FL Certificate of Aut[i(,)riz(,,itiun 311 785
r,"olo'� cqn bt, fcu,-d in the ON,, b""ack , pl*"'z�
GENERAL NGTES:
1. Foundation pk�ns ere not part of tHplan 5pt ard are
governed by tocot jvrlsdictior:,
2. PhAdIrgs are apprcveal Par residenttal town storage onty,
1 This bulRating rs eyenot fro-, the FECC per sections
RIGIAZA, R4021
4 Refer to tie down detojtS ;or proper €,,5tail4tion
reqvlre,mehts to meet code.
5.
Alt kumber 4r construction wM be t;2 SYP except as
note&
6, Gutters shall be site irstrUed per the locoI authority
having f Arisdictiah, and permitting reqLgrenerts,
7, AU windows and doors to meet` the rMir�: sppdfic��itians
per the approved plans and the Florida Bulib�nq Code,
8. In accordance wrth FSC SBi�;h2 Storaoe sePdS that are
not designed For human habitation and tI-,ot have a floor
area of 72f) Square Pest a- less are not required to
comply w4th the arndatory wirudiaorne debris Lripact
standards a,' this aade'
9, in accordance with FBC 101,111, exception (M) btAd,ngs
that are 400 so -Ft a, ess and that a intended for
use in conjunction with one- and t.o-Famity ro�dences
are not Subject to the door height and width
recoArenients of this code. Steuaturo% 4PO 5q-;t or more
shall, have or, 80' Hr;4M.r door,
10, In accordance with Florbk,t Statvte 55384 Md, io*n
storage buRdings and storage sheds itoaring the rosinhk'
of approvat of the department are not svb,� ject to
553,842 (Fiorlda product oppoaks) laut shalt meet the
design Wind lead requirements OP the zclao FBC 711" eation,
IL Flat metal straps can be bent around structurat
members of wall studs, trussee, chords, otc, to help
secure these members, p'o-Aeo that the molded bend
does not Interfere ith or,,,, of the existing
breaks/boned in the strap,
IL As per FBC section 1626.1 exceptIon (f), storage 33teds
that are not designed For ht.arvrr habitation and that
have a floor are of less than 7?0 sq�nxre feet or less
are not required to conpi,y with the mondatory windbarne
tk'brn; Impact standards of tmis code,
la Campo nen ts/C(o doing are In, compliance wltl% thL 2020 FPC
7th Edition,
1 14. Sheds located Ir clood r'azard "'*as must comply with the
I local flood Zone rogulatons,
M If a wall is frafted Foe, Future HVAC units trat shoki Ise
approved by the Ai and shall comply vth Ircal
repo,remento For permittinli,
16, W'wtdo*s and Fibers instatted by a customer shag be
approved by the AAHJ and "nali corpty with loccl
reav"rements For per mittlev,
17, HV+42comporents for sheds regailre that InotaLliatior. per
Bvltdr"'- Code
Bu,A&nq Type
Shed
Manuf-acturer
Agency
Agency Plan Number
Construction Type
€re Protection
Fire Suppression Systern
Occupancy
Ai,towabl,p # OF Stories
BSitdlng Risk. Category
Partiatty Enclosed
Wind Velocity
Fire Rating of Exterior Waits
Floor Uvp Loao/aeaal Load
Roof Live Load/Dead Load
'R' Rating of Floor, Waits, Roof
Modutes per Buidlig
Sqvare Footage
HVHZ Aooroved
2020 FRC, 7th Edition
ASCE-7-16
2017 Natiom', Electric
Code(NFPA-70)
Residentia, Lawn Storage
Robin Buitolers, inc,
Lyons, Ca
Top Line Engineering, LLCI
V-2jij
R
NO
Utility
160 mph Exposure
0 hour
'75 p5F, 5 psf
20 psf, 8 psf
R-G, R-0, R-0
719 sq-f t
S H E ET
LIST
Sheet Number
Sheet Tittle
Sheet
1
Cover
Sheet
2
Roor 6, et a i s
Sheet
3
Framing
Americana Modet
Sheet
4
Froming
Florida",) Modet
Sheet
5
Fram�nqi
Ga Model
Sheet
6
Frarning
Stee! -rafne option
Sheet
7
r raming
Porch option
Sheet
8
Framing
Mono slope roof -
Sheet
9
tkectric(a( and Door detaits
N RABUILQER�t INC,
"I 1110Z�
ICLS+yER SHEET
F84,2020ACP I
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OR 4TTEgVATE 2 E3.Zifi"
x 4x Ti SSER �.EW
FLOOR DETAILS
klAR€ ES TO 50' 0' ---------
PT 2X6 FLOOR JOISTS 3.6' OC .".x>r8" X 24" fi' HELIX (OR EfkUaE..) hP4GNC3F? FOR .SOIL
EST 2X6 RUA JOIST W �✓MC DO, MPA f#24LiACI) OR EQUAL FOR ROCK
3) X 12€7 GALV NAILS PER Qt5Ai3d.,/- „-- _..._,035 GAVV, $T3aAP OR CABLE QF 475(W CAPACffY
OR ALTERNATE:(4) 02Mx x4'
TtMBER SCREW PER CONN,.
TYPICAL FLOOD' FRAMING
3W PLYV OOD TAT
1�
�;a SKIDS: DOUBLED 2x6 PT or
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NOTE:
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ROOFING NOTES;
"P 6z ST$iRRe"YH.-cp a ?.1CL -W
R74 Ida 5 CCM" H3'aiR4.Eil ..
V.:iTdYRALLY AMSS MW FMKM S
".'S H✓%f#StdR 3t m 2%4 'u'ffii3t
x k RIB. 7HS Lm np =quT
St7
NOTE-- %kSLE ORIENTATIO. * SYMOWC
DIR
NO &GIABLECAN SE- NEITMER ROOFING - SEE ROOFING NOTES PAGE 3
E wftea wth length 4f run1 1W X 15"28 GA, GALV, STEEL
SEE HEADER SIZE AND STRAP AT TOP OF EACH STUD ON
FASTENING SCHEDULE
f GABLES -ATTAC44TO TOP OF PURUNS
L,'NG SINZITES PAGE 3 11,,TX1S"2SGAGALV.STEEL & OVER RIM & TOP PLATE TO STUD
STRAP AT TOP OF EACH STUD ON (12*1 925X,1W NAP,$ fTYP.)
GABLES - ATTACH -rO TOP OF PURLING
"-2X4 #1 SYP KO TOP PLATE
x Z9 � sky�Llec Qp, I MET, NOTE- OPTIONAL 3* NON-SFRUMRAL
5A'VE MAY Ab�-L NP-r44T W
X4
restmr MA� Mx1�5 SONG: SEE SOING NOTES PAGE 3 �UOLE 2
—W-- W-1 ---,7X4 #I SYP KID STUD$
......... .
-,X4 PURUN DADOED NTO
STUDS ATWAFFOR2K4
AT BOTTOM OF EACH STUD &-OCKING BETWEN STUDS
I Ir-l' X 12' 26 Gk GALV, STEEL PLATE
(8} 1,25 x . lWNkLS fTYP.)
— - — - - - - - - - -
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N,LS,
ELECTRICAL D TAit ,$.,.,
ELECTRICAL NOTES!
is AS PER NEC ARTiLE 2.30,30(b) SECURING OF
PAC TYRE CABLE, UNLESS CTHER ISE PROVIDED
CABLES SHALL BE SECURED AT INTERVALS iN T
EXCEEDING DING ' AND SHALL BE SEA', R-E ` 'w[DIIN
12- E EVERY BOX, CABINET, FITTIN15 CR
OTHER CABLE TERMINAT TIM
2: ALL WIRING SHALL BE #12 GAUGE 3—WIRE- C
CABLE OR LARGER
3 ITRTNG ENCASED IN' ALL 14ETAL BOXES
4 MAXIMUM NUMBER Cr OUTLETS ETS RTR CIRCUIT: T: 4
5: i''AXIM NUMBER D- LTG t,S PER CTRCL1:1`: 4
6 MAXIMUMSIZE CIRCUIT RKA= ER IS 2H AMP TOR
12 GAUGE CABLE
?; PER NEC 21b�1,.t3r�(A"(2), GROUND —FAULT
CIRCUIT —INTERRUPTER t CCI? PR LE C T ION IS
iNSTALL E FOR ALL 125 VOLT SINGLE PHASE
15 ALL 20 AMPERE RCCE2°`ACLE-S
ELE
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WCr ItNCR PANEI z7Sz4,C%Y JWJGCk EX tR[CP IACf,
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ATTACKD TO WELDED STEEL. IMS DE 'MY, HAs+,LC
OPTIONAL MMS L132... 4SlLC HCAE YYF: y..k:S, iAd»UEp <Eii ",EE„Rffk AS$ OR STEEL
PRETS.WL tOORT; INSULATED FIMRS ASS R^ M OR RBLLI- STFEL CfJRTATN „CORS
ALL LA
:S INS ALLEC Pia 3CAw WtTve,w „A „A ,t�f,§u; T� FE SAFT z Q„ASS, ACSRyoc,CR
PLASTICSHCET. i
DOOR DETAILS
PLYWOOD FLOORING
FLOOR JOIST
2x4 BASEPLATE
2x4(6) PT RIM JOIST
2'x2'xl/8' ZINC PLATED WASHER
1/2'X4' GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM JOIST &
INTO END OF FLOOR JOIST
GRADE
PIER SPACING —1 j SAME
AS ANCHOR SPACING K 1/2' EYE AUGER ANCHOR WITH
REQUIREMENTS f 4' SINGLE HELIX & MIN,
tl EMBEDMENT OF 24'. LOCATE
ANCHCRS ONLY ALONG LONG
I SIDE OF BUILDING, END ANCHORS
WITHIN 2' OF EACH END, THEN
8' MAX ANCHOR SPACING.
SHED WT H ATTACHED SKIDS
END VIEW
SCALE, N.T.S.
/—FLOOR JOIST
3/4' PLYWOOD FLOORING
2x4 BASEPLATE
PT RIM JOIST
.�2'x2'x!/8' ZINC -
PLATED WASHER
1/2X4' GALV LAG BOLT
ANCHOR ATTACHED TO BUILDING
WITH 1/2'x4' GALV LAG BOLT
THROUGH WASHER, THEN EYE OF
ANCHOR, THEN RIM JOIST &
INTO END OF FLOOR JOIST
1/2' EYE AUGER ANCHOR WITH
4' SINGLE HELIX & MIN.
EMBEDMENT OF 24', LOCATE
ANCHORS ONLY ALONG LONG
SIDE OF BUILDING. END ANCHORS
jj WITHIN 2' OF EACH END, THEN
8' MAX ANCHOR SPACING.
ANCHOR ATTACHMENT DETAIL
x4 BASER I
2x4 BASEPL
11) 1/2' ZINC PLATED NUT
3/4' PLYWOOD
2'x2'xl/8' ZINC PLATED WASHER
2x4(6) PT RIM JOIST
f1ll)
112' x 12' EYEBOLT
EYE BOLT ATTACHED TO ANCHOR WITH
(1) 1/ 'x2' ZP BOLT, (2) 2'x2'xl/B'
ZP WASHER, (1) 1/2' ZP NUT
MIN 4'
A -24 SIMPSON (or EQUAL)
870# UPLIFT WITH 1/2' WEDGE
ANCHOR MIN 3' EMBEDMENT,
LOCATE ANCHORS ONLY ALONG
CONCRETE SLAB BY
LONG SIDE OF BUILDING, END
OTHERS LOCAL CODE
ANCHORS WITHIN 2' OF EACH
AND JURISDICTION
END, THEN 3' MAX SPACING
APPLY
SHED WITH ATTACHED
SKIDS
ANCHORED TO
CONCRETE
LE -ND
VIEW
SCALE; N.T.S.
- WEDGE ANCHOR WITH
3' MIN EMBEDMENT INTO
SOLID CONCRETE SLAB
THROUGH. 2x4 WALLPLATE
& 2x4 PT BOTTOM PLATE.
SPACING OF ANCHORS TO
BE MAX 3' ALONG ALL
FOUR WALL S WITH I
ANCHOR WITHIN I' OF
EACH CORNER.
MIN 47
SCALE: N.T.S.
GENERAL NOTES
I. BUILDING ANCHORS INTO EARTH SHALL BE
MOBILE HOME TYPE 112' SINGLE HELIX EYE
ANCHORS BY HOME PRIDE OR EQUAL WITH
MINIMUM EMBEDMENT OF 24' AND
AVERAGE HOLDING POWER OF 4,000#
2, BUILDING ANCHORS INTO CONCRETE TO BE
112' WEDGE ANCHORS WITH MIN 3' EMBEDMENT
3. ANCHORING SYSTEM TO GROUND PER LOCAL
BUILDING CODE, LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
4. ANCHORING SYSTEM TO CONCRETE SLAB PER
LOCAL BUILDING CODE, LOCATE ANCHORS PER
SPACING REQUIREMENTS SHOWN WITHIN
5. END PAD SPACING IS END OF BUILDING TO
CENTER OF END PAD
6, PAD SPACING OTHER THAN END PADS IS
CENTER TO CENTER
7. BASE OF EACH PAD TO BE B'x!6'x4' SOLID
CONCRETE BLOCK (CEMENT AND SAND MIX)
8, HOLLOW OR SOLID CONCRETE BLOCKS MAY
BE DRY -STACKED ON PADS FOR HIGH SETS
UP TO 48' WITHOUT REINFORCING
9. ANCHOR SPACING IS BASED ON ASCE 7-16
RISK CATEGORY I BUILDING EXPOSURE B
160 M,P.H. (3 SEC DUST) 2020 FLORIDA.
BUILDING CODE: 7th EDITION
10, MAXIMUM INTERIOR SIDEWALL HEIGHT OF
BUILDING IS 8'0' INSIDE WALL HEIGHT
1L MAXIMUM WIDTH OF FLOOR IS 12'10' WIDE
IL MAXIMUM LENGTH OF FLOOR IS 50' LONG
13. PIER SPACING REQUIREMENTS SAME AS
AUGER ANCHOR SPACING REQUIREMENTS
26 GAUGE G-90 GALV
STEEL 1.5W x 18'L
U-SHAPED BRACKET
ATTACHED TO EACH
STUD & FASTENED W/
(14)- CUI89 X 125'
ROSIN BUILDERS, INC.RING
S. STATE �t,
SHANK GALV NAILS
L552
Yo GA. 30436
��Y 0122'�T�'5 2 6 - 3 2 6 6
-2x4 BASEPLATE
Digitally signed
eth E
by: Kenneth
.2'x4' P.T. BASE
Vogan
CONCRETE SLAB BY
Date:2021.02.0
OTHERS LOCAL CODE
AND JURISDICTION
0
12:01:41 -05'00'
TIE DOWN DETAILS
APPLY
Ro`'Ben I have
EYE ANCHOR SYSTEM
-viewed this
�p rr
SHED WITHOUT FLOOR lzdocue nty
Locatf On: 1170 "IIE DOWN
ANCHORED TO CONCRETE SUM' erfield Dr, 13/2020 1 of 1
END VIEW Cu4ming, GA 12
30040 (678) 315_ AS NOTED
SCALE N.T.S. 8395