HomeMy WebLinkAbout15-16360 1
CITY OF ZEPHYRHILLS ',
5335-8TH STREET �
�si3)�so-oo20 16360 I
BI�ILDIfiVG PERMIT ''
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16360 Address: 39667 MEADOWOOD LP
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: MEADOWOOD ESTATES �
Est. Value: Parcel Number: 13-26-21-0140-00000-0460
Improv. Cost: 1,295.00 OWNER INFORMATION '
Date Issued: 6/11/2015 Name: LOFQUIST BRENDA
Total Fees: 67.50 Address: 39667 MEADOWOOD LOOP
Amount Paid: 67.50 ZEPHYRHILLS FL 33542-6716
Date Paid: 6/11/2015 Phone: 813-863-5922
Work Desc: INSTALL 6 X 10 SHED
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
�
Ins ections Re uired •
FRAME
SHEATHIN
FINAL � ''
.o-
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
� � �
CO RACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i
City of Zephyrhills �
BUILDING PLAN REVIEW CO1�iIlVIENTS `;
; �
Contractor/Homeowner: i.� � I
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Date Received: � - �-a�
Site: ,'?7 IG�P � �vG���
Permit Type: � �C�G ��
.
Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑
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This comment sheet shall be kept with the pennit and/or plans.
. l�i�
Bill B gess ing Official Date Contr or and/or Homeowner
� (Req ired when coxnments are present)
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
� � � �
Owner: �/�f�cl�j�l, . �-D��rl�Sr.r
7ob Location/Address: ��G G'7 /�'/-tl,�o r��°.a •�O�°
Parcel I.D. #:
SHOW ALL EXISTII�TG&PROPOSED STRUCTURES GIVING DIMENSIONS&SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE&FOUNDATION INFORMATION
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FRONT PROPERT'��.I�E.�•��,, y T�' �G'
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— — — STREET — — — — `}�F,,,. �j1 — — — — —
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(NO�'E EX1�IV�LES I&B).. `= �
Example 1. Setbacks for Rl &R2 Zoning xamp 2. Setbacks for R3 Zoning
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10' 0 T 10' 140
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PROPOSFD
�, Z(P•SIN(�EFANID.Y 1 3�DUPIFX
fRONT PROPERTY LINE FROHT PROPERfY LQtE
- - - STREET - - - - - - - - - - - - -- S[REEf -- - - - - - - - - -
; :
� � SHED CITY OF ZEPHYRHII,LS
35252 S,R, 54 ZE�'HYRHILLS FL 33541
8�3 7791810
SALES CONTRCT
DATE ��� �t� SERIAL# S�7a�'
--— - - .�--- - -- - - - � -- - - - -- -
NAME �r�C�� f o».��A-?�v �
ADDRESS_,�l`'�'� `Z T�'leo�a�cva� �ao� � 3 3�^y� - .
PHONEG�� �► 3 �� 3 �ga� ��n � � �`13 7a� tr�s'?8
SIZE�'���C 1� BASE COLUR �.�"�l�h� TRIM L.j�c2.e :y
DOOR(S) �f�✓ jr � WINDOW ELECTRIC
VENT��OT�IER
PRICE �a. 9�5�'°�
T�_ q� r� �
SUB TOTAL �. 3�s„�,� �
DOWN PAYMENT t,3�S,e� _ � . . �
AMUUNT DUE -a-- (�--- . ', � � �
CUSTOMER IS RESPONSIBLE FOR ALL PEI2MITS
PRICE INCLUDES NORMAL IAELIVERY. SET UP AND
�' ANCHORIN� IF BUILDING HAS TO BE PUSHED MOR�THAN 25
FEET A CHARGE OF$ 2.00 PER FOOT WILL SE CHARGED AND
PAYABLE TO DELIVERY PEOPLE. PRICE_INCLUDE� FREE
DELIVERY WITHIN 30 NIILES OF S�iED LOT EXTRA MII,ES ARE
$2.00 PER MII�E IF SITE IS NOT ABLE TO ACCESS-A DELIVE�tY
CHARGE OF 10 PER CENT QF SHED COST.
CUSSTOMER. _� , DAT'E �=� –/��"
SHED CITY ` DATE�J��
a�s-�so-oaao City of Zephyrhills Permit Application Fax 813-780-0021
Bu8d9ng Department -
Qate Received_-- _��._,:_ :-�:.�,l��,....,....,..... ..y ► + , ;�!_�, -rf-��„�- �.
/ Phone Cantaet for Permittin�' I
Owner's Nas►ae. '�, - ,'4!=f' C)�� `Ownsr Phone Number �G. � : 6.�..� ��
Owner's Address �� ��~6 v � �OI_e_J do �d�/� �Owner Phone Number �= �
Fee Simple Tltlehalder Name r� � Owner Rhone Number � �
Fee Simple Titlehalder Address
JOB ADDRESS ._..J�'G�C� G �` t9 Gc.,l p � G7 a/� LOT# ��
SUBbIVIS10N � � PARCE�ID#
(OBTAINED FROM PROPERTY TAX'NOTICE)
WC1RK P1tOPOSED NEVtt CONSTR ADD/AI.T [� SlGN [� C] DEMC}LISH
� INSTALL 8 REPAIFt
PROPOSED USE � SFR Q COMM [� OTHER
TYP6 OF CONSTRUCTION Q BLOCK C] FRAME � STEEI, Q
DESCRIPTION OF WORK ��'�'�/I� � rX j4,�.����D �'
BUILDING S1ZE � � 8Q FOOTAGE� HEIGHt ��—�
QBUIIDiNt3 $ ��p�dr3�.-� VALUATIOP!OF TOTAL CONSTRUCTION
G y�
QEt�ECTR1CAl $ --r � AMP SERVICE Q PROGRESS EhlERGY Q W.R.E.C.
/�J�-+ ►�C"�Q �d�'Lt._45� �\� � <��� (��
QP�UMBtNG $ � r�'r- p U t��--�° �+� � V
�� .l`�j � {•th.-�4 i!�I ,S b�
! p
QMECHANICAL $ V,LUA�ON�OF MECHAN CAL ENSTAL�T ON� ! �"�,, �
� ���('�,�, �
QGAS Q ROQFlNG_ Q SPECIA�TY Q OTHER �'+'r%'�
FINISHED FLOOR El.EVA710NS �--� FLOOD ZONE AREA QYES NO � �/�,���
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Bu��o�� ��c--��,� CC}MPANY � a w�2 Q�;2 E'e�
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addres� Ltcense# �— '—�
E�ECTRtClAN COMPANY
SIGNATURE REGISTEREd Y/ N FEE CURRE� Y/N
Address Ucense# �` I
i
P�UMBER � CCt0i1pANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
MECHANiGAC COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address' License# � �
OTHER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Addre�s � Ucense# �- �
RESIDENi'!Al Attacfi{2}Pla#Pla�s;{2}sets of:Bullding Plans;{1)set af Energy Farms;R-O-W Pemilt for Rew consttuc6an,
Minimum;ten.(10):.working days after,submittal date: Required onsite,ConstrucUon Plans,Stormwater Plans w/Silt Fence installed,
3anitary Facilikies&1.dumpster,Site Work Permit for subdivislonsAa�ge projects
GOMMERCIAL At#ach(3}compiete sets of Builiilrig P1ans plus a Ltfe Safeiy Page;(i)set of Energy Forms.R t)-W Psrmtt for new construction.
Minimum ten(1 q)working days'after su6mlttal date. Required ansite,CansUuction Plans,Stormwater Plans w!Silt Fence installed,
Sanikary Facllitles&1 dumpster.Site Work Permtt for a0 new proJects:.All commercial requlrements must meet compllance
StGN PERMIT At#ach{2)sets of Erigineered Plans.
""'PROPERTY SURVEY Fequired for all NEW construcUon.
Dlractions:
Fill out applicatian completely.
Owner&Cantractor stgn back of applicadon,notarized
tE over�2500,a Natice of Gammenaement is reguired. {A!C npgrades aver 57500}
" Agent(for the contractora or Pawer of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER TFFE COUHTER PERMITTIFtG (Front of Applicatian Only}
Reroafs if shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFootage)
Drivaways-Nat over Caunter if an pubiic roadways..needs F2QW
i
NOTICE OF DEED RESTRICTIONS: The undersigned under.stands:.that this,p�rmit.may.be,subJect to"deed"resUictions"
which may be:more-r.estr(ctive than County regulatlons: �The undersigned assumes responsibillty for compliance with any
applicable deed restricttons. �
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required..to be�Ilcensed In accordance.w(th state.and•local regulations. If the
contractor ts not Itcensed as requlred`by law, bo4h the owner and contractor-may be cited for a misdemeanor violatton
under state law. If the owner or Intended�contractor are uncertaln as to what Iicensing requlrements may apply•for the
intended work, they are advised to contact the Pasco County Bullding Inspect(on Dlvlston—Licensing Section at 727-847-
8009. Furthermore, tf 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 whtch they wiil be responsible. If you, as.the owner sign as the
contractor, that�may be an indication that he Is not.properly Iicensed and is not entitled to permittfng privileges in Pasco
County. �
- 'PRAF��Pm�TA�'tON-[MP-:�CT/U3'lLITlES IMPAC'Q'AND RESOURCE RECOV_ERY'FEES: The undersigned understands
that Transportatlon Impact Fees and.Recourse Recove.ry.Fees may��apply�to the construction of new bulidings,change of- -
use in existing buildtngs, or•expansion-of�ezisting'�buildings, as specffied.in Pascq County Ordinance number 89-07 and
90-07, as amended. The undersigned also undePStands, thaE such fees,-.as�may be�.due,:.wlll be tdentlfied at the time of
permitting. tt Is further understood that T�a�sportation Impact Fees and Resource Recovery Fees must be pald prior to
receiving a "certificate of occupancy" or flnal pow�r release. :If the project does not Involve,a certiflcate of occupancy, or
final power release, the fees must be paid prior t� permit Issuance. Ft��hermore;if:Pasco�County INater/Sewer Impact
fees are due, they�must be�paid prior to permit-Issuance-In accordance with�applicable Pasca�County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713� FlorJda 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� Constructlon Lien Law .—Homeowne�'s
Protection Guide" prepared by the Florida Department of Agric.ulture and Consumer�Affairs. If the appl(cant is someone
other than the"owner", I certify that I have�.obtained�a copy.of the abvve..described docurr�ent°and.promise in,good falth to
deliver it to the°ownec"�prior to•commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I cectify that all the Inf.ormation In thl� appitcatlon is accurate.and that all work
wlll�be done in compliance with all.applicable laws regulating construc8on, zoning and�land development. Application (s
hereby made to obtain .a permit Co do wock..and installation as Indlcefed..� °I certifjr that no work or Installatlon has
commenced prior to Issuance of a permlt and that.all work will be pertormed to meet standards of all laws regulating-
construction, County and City codes, zoning regulatlQns, and land development tegulations�in the-jurisd(ction. ( 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.corrlpliance: Such agencles_include but are.not Iimtted to:
- Department of E�vironmental Protection-Cypress.Bayheads, Wetland Areas and Envfronmentally Sensittve
Lands,WateNWastewater Treatment.
- Southwest Fiorida Water Management .District-Wells, Cypress. Bayheads•, Wetland Areas, Altering
Watercourses.
- Army Corps of Englneers-Seawalis, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Seniices/Environmental Health Unit-Welis, Wastewater Treatment,
Septic Tanks. � .
- US Environmental Protection Agency-Asbestos abatement.
- Federel Aviatton,Authority-Runways.
I understand that the following.rest�ictions apply to the use of flll:�
- Use of fill is not aliowed in Flood Zone"V"unless expressly permitted.
- If the flll material is to be used In �Flood Zone. "A", It. is understood that a drainage plan addressing a
°compensat(ng volume" will be subm(tted at time of permitting wh(ch is prepared by a professfonal engineer
Iicensed by the State of Florida.
- If ihe fill material.is to be used in Flood Zone °A° (n�connec�ion�with.a �ecmitted building using stem wall
construction, I ce�tify that fill:w111=•b.e used only.to.fill the area within the�stem�wall.
- If flll materlal is to be used fn any �re�, I� certify that .use. of such flll will not adversely affect adjacent
properties. If use of flll is found to adversely:�ffect adJaEent�properties, the owne� may be cited for violating
the condltions of the buildfng-.permit Issued under the.�attached�permit applicatlon, for:lots less than one (1)
acre which are elevated�byflil,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER, I;:promtse in good fatth to Inform the owner of°the.permitting condftlons seYforth tn
this affidavit-prior to commencing constructlon. I understand that a�separate permit may be required for electrical work,
plumbing,,signs, welis, pools, air conditioning, .gas, or ott�er installattons not speclfically included�in.the application. .A
permit lssued shall be construed to be a`Hcense to proceed with tFie v�rork and not as.authority to,violate,cancel, alte�, or
set aside any provis(ons of�the.technical-codes;�nor shali Issuance�of a.permlt.prevent the Bulldirig O�ficial from thereafter �
r�quiring a correction af 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 sfx months of permit issuance. or if work authorized by
I the pe�mit is suspended or.abandoned.for a:psriod of six(8)monttis'after the tirne the�work�is commenced. An extension
may be requested, in writing; from the Building.O�icial for a period.not to exceed ninety(90) days and wilf demonstrate
justifiable cause for.the extensior�. If work ceases:for ninety(90)cons.ecutive days,..the)ob�is considered aba�doned.
WARNING TO OWNER: YOUR.FAILURE��TO,REC.QRD A.NOTIGE OF�COMMENCEMENFT�MAY=RESULT IN�YOUR
� PAYING TWICE;FOR IMPROVEMENTS TO:YOUI&.PROPERTY.�.IF�YO.0 INTEND�TO�OBTAIN��FIPtANC1NG;'CONSULT
WITH YOUR�L`ENDER OR AN ATTORNEY�$EFORE RECOR�IMG,�YOUR`NOTI�E'OF'COMMENCEIVIENT�
FLORIDA JURAT(F.S.1.17.03) '
� OWNER OR AOENT X. CONTRACTOR Ss "
Su sc,�i bed d swo or afflmi b for e fhis Su scr bed a 'swo to aflirmed� efore.me s
_`/'lSa"by �, �p t �.by . .. � �
Who are�@�rspn�ally k own to.me or has�a prqduced Whgls/are,qers nal kn�n�M me o�has/have�p ced •
�L�d�"'�t 1'�S��c¢tiCaas Identlflcatlon. f-Z-.�Ji� H� as Identlflcation.
. -
Notary Public . Notary Public
Co i on N ,�"*"'• Comm on No •':°, •���
, � '�')422 '
��• :L Commission#FF 150422 =*�
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Name oi Nota ,;,,;prtnted.or,��p;�,,,,�,;,:��nVJ•JBS;o�� Name of Nolary ty ed'�ted or stampad.,. ..:Aaca.ss-�o�s
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� R�: Matyufacturer�eitifitatt"on,ID NtFT ti32:E�sir�ndrf Datt:Decetntter ti4,2015
t�ear Gariand Co►Ii»s
i�Is mY p�f�sre�tnform You i�iat G�{craft.Int�,tacaEed at 54S N.2nd Sb�esY,,Sttittnore,Gt�
ypafi�,has beerl approdai ander che Manuf�+ccured�uildin�s P�gra�rcl as provided for under
Cttapter 553,Part I; Ftacida��tattt�,,to[i��siufat�ure Strsrage ShedS,Msne,Factu�d 8uiidsngs For
,ast�ikatton t��iot�td�.
Const�+�cton ar modification an a manufaCUtred bu�l�Itng cannat begln uctiql tne'�itird l�arty Ag�ttcy
has�ppfOVed.tfi�.pianS sn acs�ordan�e w1#f�the Curcettt Fiorida suitd�ng C.�de. Ycrur't'hird aarty
AgCncy ts a CantracLar tur the b2P��lent.�nd hSs SLaF,�tOry au�hot�tty and�sponslhltt[ies that
rnust be met to maint�n ap�rave¢siatvs.Yov may expece aad aemand qaralit1►plans revtew and
in�+ectt4ns..
Each Code r.�enge attli maK�yo�►r ptans absai�e u�tl1 t3�y itave been cev�evued,approved and •
inQic,,�Eed[on the r.OVer psge oF the pldnsj for tompit�rtr.e witn tha t'AdB by yaur'isyitd ParEy sAQenCy
far pt�ns rsvi�w.Pte�ensur�tttaC yaur pians�ace in camptiance asttt�re prave�'N pastad nn our
we6�e.A11 Slte-�Raked im,�altaliott isseres ar�6vrilect ta tt��f4c�i aut�ority hauing juris�iictian, .
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'rFte t>epastmerit's cantrat�or w'sIC tnake unannounred rnac�itor4ng visffs�t teast cnae eadr yeer. Yav '
must grant comptete ac�ess�u yaus manuEac�tirt9 faAlity and record5 Cn r+�ma;n in compl►ance wit.�
the tvtes drtd t�gui�taons Of this pt�gram.
Yaur sxcrifl�ttian is�PPr4v�d f�r th+-ee vears�ram tt�t$date.Yau.vrtlt reoeive a renev+ra!rratic2 bjr
Erstaii g�aeraLec!by the BCtS twvuu��oadabult�nqgm3 far on►i�e ren�uu�ai.5f you h�ave qua�.ians
yQU maY Wntact Rssbetk LOreStacf at 8�U 719-1835 ar our Fl�X at 85R-4�SR-�436.
� Please visit our webst't�at����da ui n .ar�to see vatuabte tafnrrnati�n on the�forida �
I ManuFactnt+ed�td�rtg$PrGgtam.A wpY oF tl�s t�tter muSE acx�omparry afspticattt,ns for tncat
buildlCig peCttiits.
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NOTE. INSTALL ANCHORS PER T ical Details for Concrete Installations ���sion Date: Notes.
MANUPAGTURER'S REQUIREMENTS yp 07/17/2012 Plan Update
, (2)-SIMPSON"H3"@ I 4"O C.
�f��; (I I O-I 30mph)OR"SPH4"Q I 6"O.C. ����
3/16"GALVANIZED CABLE TIE !":+ �?'
DObVN ENGINEERIiVG PART ���� (I 50-I 60mph)AND(I) I/2"x4"LAG ;•l�
�=! BOLT TtiRU BASE PLATE �'
#5 I 556(OR EQUIVALENT), �=`l` DBI. 2x6 BLOCKING
TIGIITEN TO 500 LBS OF TENSION r�`�, '�:� REQUIREO FOR
�, 5/8"DIA.TFiRU BOLT WITtI 2"WASHER, (��
`�'f' ' A449 GALVANIZED OR EQUIVALENT }�'%J� TFiRU BOLT
`V�' 1`�l ATTACtiMENT
MINUTE MAN MMA-I 8 OR EQUAL W/ ;F� h�l;
5/8"SIMPSON TITEN OR WED6E-ALL - •--•--a-- I I O MPI1 WIND ZONE• �t r ,,,�%�=.,���-;,.•�=^�„:-.
���;=_.�^�i;:..�:
EMBEDED 3"MIN. INSTALL A �=%.^•'•�?�`-=�'�`-:1�"�M:�'�" '�`'�''"''�'':"��:�°�'"
;' ,, �_,.,,�,�;- 5/8"DIA.X 40"GROUND ANCNOR WITH r�r; :;��-��;-;...-r.,.�.:_
�-:t,._r
MINIMUM OF 4"FROM SLAB EDGE. �� SINGLE 6"FIELIX(MODEL#59060) t�k'
- • �+� 130 AND I 50 MPFi WIND ZONE �;•
�:. ;..;. ;;.." ;.� ' ,. ''' "� 5/8"DIA.X 48"GROUND ANCNOR WITH ��/�\� . `R., �".
��:" < ' ' � . ��. " �. ��.� SINGLE 6"IIELIX(MODEL#59065) �������v '. '+" ''° �• '� .
,`�/j�;', /:>�� �%.1/��'�%%� 160 MPI1 WIND ZONE- \/ `� %Jr` j/�>'j, j� �
�::��� `�<�,:�,��!����fi�.� �i, �;:, � ��,�l�� .
�.l�s/,���yj�;�?�,�-�-• SEE GENERAL NOTE#I O /� �� j�
(SEE CHART FOR QUANTITIES) �j��/��j���
������
Typical Details for Masonry Block Installations �`l��'
3/I 6"GALVANIZED CABLE TIE
DOWN ENGINEERING PART ,��,t (2)-SIMPSON"t13"@ 14"O C.
!�5 I 556(OR EQUIVALENT), ''�;;� (I I 0-I 30mph}OR"SPt14"@ I 6"O C. lj%�
TIGtiTEN TO 500 LBS OF TENSION �'=�-��^�--"''-"•��:•--= (I 50-I 60mph)AND(I j I/2"x4"IAG l;
�:�•.-.:�-�:��.
�.- �?,. �, �_-;..:_:;
�:,;_'.��?,`���>;:.:w`,::�-.�,- �� DBI. 2x6 BLOGKING
.-- __ _:�-::,:;.�:_. BOLT TtiRU BASE PLATE y1�)
USE(3)-3/I 6"GALVANIZED CLAMP �r;;( REQUIRED FOR
�t�: '1�' TFiRU BOLT
TIE DOWN ENGINEERING PART 5/8"DIA.TFiRU BOLT WITI1 2"WASIIER, '�
#53806(OR EQUIVALENT) !{'�x8"x'I;S". A449 GALVANIZED OR EQUIVALENT �r'',(%( ATTACt1MENT
" 8L'bCK�.; I:�(�
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ir�S
``� ��,�. �,, .:� �.;.; _..,,...:;�
,r 1 r-;:!:-.,.
I I 0 MPIi bVIND 20NE• ; ;;�a;j ,%;.�i-//\'�i � ,? I I O MPH WIND ZONE- , -�:�'a`=�i?'=�;t'''-
--
.� -��-�-�'s,.�.--._'r_
I/2"DIA.X 30"6ROUND ANCt10R bVITH �`.� �i�T,�j j\���j �`��,� �"-~"—�"
,�..,,, ��. �r' 5/8"DIAM..X 40"GROUND ANCFIOR �" °
.�.
SINGLE 4"FIELIX (MODEL#59055) ��\;y��r��,,;,����Z�� WITFi SINGIE 6"t1ELIX(MODEL 1�59060) X�
I 30 AND I 50 MPI1 WIND ZONE �%�,�, �i I 30 AND I 50 MPFi WIND ZONE- c�
\ �P'7�' �� t,i
5/8"DIA.X 40"GROUND ANCFIOR WITH �•;v��k� ' � �;� 4 xB x9�6".• � �
� ����,, 5/8"DIAM. X 48"GROUND ANCFIOR � ���: gLC7CIC :. \/
SINGLE 6"11ELIX(MODEL#59060) �;'�, ��,� WITIi SINGLE 6"FIELIX(MODEL#59065) � ��•� ;• !
i r.
I 60 MPIi�VIND ZONE- ��>, ;�'�'��`� I 60 MPti WIND ZONE- ',y� �� �/ i
5EE GENERAL NOTE#I O '.�� ��;� ��'� ���T`�`� •
u�.,,� SEE GENERAL NOTE#I O �� ��
(SEE CIIART FOR QUANTITIES) �`��"' (SEE Ct1ART FOR QUANTITIES) ,
��1��T��
111LTI KWIK BOLT MIN. I!2"DIAM WITIi � 2x4 STUDS,SEE PLANS FOR SPACING
A 5 5"MINIMUM EMBEDMENT AND A� ANCHORING SCHEDULE
I 75"MIN. EDGE DISTANCE.SPACE 2x4 P T BOTfOM PLATE Building Building Max.Block Number 110 130 150 160
ANCI10R5 AT 5'-0"O C. FOR 6'-0"TO Wtdth Length Spacing of Blocks MPH MPH MPH MPH
I O'-6"BUILDINGS,4'-O"FOR I O'-6"TO
14'-0"BUILDINGS 6'-0° 10'-0" 7'-6° 4 2 2 2 2
6'-0° 12'-0" 7'-6" �4 2 2 2 2 I
- " u ` � 8'-0'� 8'-0' 7'-6" 4 2 2 2 2 I
�_.__i
�_� ,�"._.... , --i, . _4 ' a ;.., •• o�..;�';.: _ - - II
_ N 8,0� �0�_�� ��6" 4� 2 2 2 2
.. ._.I��.._..,_��`=°_�: 8'0" 12'0" 7'6" 6 2 2 2 2
, ,.._._.; ,...:.., y • ` , — I
�;._..__.i �' _.I �,_.:a`. ., ��I. .:_�1 ---- �'..: 8'-0" 14�_�„ 7'-6° 6 3 3 3 3
, I-__.� �--,� .
�—�(.— �� �..__..,..'z[,._�_,'*'_,:=�.._..._. _ .. . ,
�t j� i --�� ---�: M. '�j�.�.--. i �-}�1 .8'-0•..,�16'-0" V 7'-6" 6 3 3 3 3
_
_:.1�1.---,:f---=,:I---...l;C;r �. `
• �..,:.i..-:11.�w..i, i:--I �o._oe �o,_o„ r-o° a z z 2 z
`�-=-=L�."�'' �o�-o^ iz�-o° ��=o° s�z z z 2
12' 10'-0" 14'-0"�m 7'-0° 6 � 3 3 3 3
10'-0"�I�16'_0" � 7'_0° � 6 _ � 3 � 3 3 3
Typical Anchorinq of a Floorless Buildings to Concrete Slab Detail ,o�-o° �__zo�-o�� � ��-o° s � a � 3 3 � 3
io,_o,—�T24,_o,. ��._._.°� + �o..._.I,a_I a � a a
10'-0" 30'-0" 7'-0" 12 5 5 5 5
DESIGN PARAMETERS "'-0" ,2'-°" ''-°" 6 z 2 z z
tr=o^ � ta�-o^J ��-o^ �s� z �'z z �z
I WIND DESIGN PER ASCE 7-I O 1Y-o^ � 16'-0° 7'-0'��,�6�_4��2 I 2 �2 2
2 DESIGN WIND SPEED -I I OMPH- I 30MPI1-I 50 MPFi-I 60 MPfi 11'-0" � 20'-0" 7'�0° � e� 3 �3 r 3 �'3
3 WIND EXPOSURE CATEGORIES: ir-o'�� 24'�0" � �'-a° �io �� 3 ��
I I Omph: B', C 4 D - I 30mph: B,C�D - I 50mph: B,C 4 D - I 60mph:B�C � ti'-o° �M3o'-o° � 7'�0" � 12 � 4_� 4� 4 �, 4
"'"4 bVIND IMPORTANCE FACTOR: I.0 ir-o° � as�-o_� r-o^ � i4 �d � a r a'�a
5 ENCLOSURE CLASSIFICATION: ENCLOSED ir-o° ao�-o° r-a° �s s 5 5 5
6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009&FLORIDA BUILDING CODE 201 O 1T-8" 12'-0" 6�'--s° -� 6 �-2-� 2 �°2 2
11�_8�� I 14,.��� g�-° I 8 � c I 2 I c � 2
GENERAL NOTES - -,+�-8° � ,6,-0° 6�-6� ��s��I 3., � 3 �3 J 3
` , 11�_B.�I 20,_�„ 6,_s� I..._.8 _,� 3 I 3 I 3
I DESIGN FOR MIN 2,500 PSI CONCRETE 11'-8" 24'-0" s'-6" 10 3 3 3 3
2 ALL I1ELIX ANCt10R5 MUST MEET TF1E MINIMUM WORKING LOAD OF 3 I 50 Ibs.AND AN ULTIMATE LOAD OF I�.,„...,I___._m_,__I„.„,_„_._.I.___,I��
11'_8" 30,_0" I 6'-6" I 12 4 � 4 4 4
47251bs. 1t'-8" � 36'-0' s'-s' � 14 5 5 �_5__� 5
3 IIELICAL ANCt10R5 FOR I 60mph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 Ibs. qp_g� � 40�-0" � s'�s° � 16 5 � 5 � 5 )s
AND AN ULTIMATE LOAD OF 5200 Ibs. 11'-e° � 44'-0" � 6'-6° 16 � 6 � 6 � 6 � 6
4 ANCI10R5 MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS ANY BENDING OR DAMAGE i��.g^ 50'-0^ 6'-6^ 18 6 6 6 ,s
CAUSED UPON INSTALLATION WILL VOID ANCt10R AND MUST BE DISCARDED 13'-0° 14'-0" 6'-6° 9 2 2 2 2
5. CONTRACTOR St1ALL VISIT TI1E SITE AND TFIOROUGHLY FAMILIARIZE Tt1EM5ELF WITIi EXISTING v t3'-o° � 1s'-o"���s'-6° 9 M 3 � 3 3 � 3
CONDITIONS CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING FIELICAL j3'-o"�� 20'-0" 6'-6" �'Y 12 � 3 �3 �3
ANCHORS PER MANUFACTURER'S REQUIREMENTS 13'-0° � 24'-0" 6'-6"�� 15 � 4 � 4 ( 4 � 4
6 O N E A N C F I O R S H A L L B E P L A C E D A T E A C F i B U I L D I N G C O R N E R WI T F II N I 2"OF CORNER 13'-0^ � 30'-0" 6'-6^ � 18 � 4 I 4 � 4 �
7 ANY REQUIRED INTERMEDIATE ANCI10R5 St1ALL BE PLACED EQUAL DISTANCES APART PROM EACIi OThER. �3'-0" � 36'-0�� 6'-6" 21 � 5 � s ( s , s
b Tt1E ANGt10R MUST BE IN TF1E SITE SOIL GLASS IN WHICFi TI1E LOAD REQUIREMENTS WERE SET 13'-0" � 40�-0" � 6'-6"� 24�� s � 6 �6 �6
9 USE TIE-DOWN ENGINEERING(OR COMPARABLE) I/2"X 30"GROUND ANCFIOR WITI1 SINGLE 4"HELIX OR �3'-0° aa�-o° � 6'-s° �� 2a � s � s ( s �s
� 5/8"DIA.X 40"AND 48"GROUND ANCt10R WITti SING�E 6"FIELIX 13'-0^ �50'-0^ 6'-6° 27 7 7 7 7
I O FOR I 60mph WIND ZONES USE TIE-DOWN ENGINEERING(OR COMPARABLE)MODEL#59090 3/4"DIAM. �3'-B" 14'-0" 6'-6° 12 2 2 2 2
_ x 36"WITFi A DOUBLE 4"HELIX(USE IN SOIL CLASSES 2)OR MODEL#59250 5/8"DIAM.x 30"WITFi A 6" -------�-------
IIELIX AND A 4"IIELIX(USE IN SOIL CLASSES 3�4) 13'-e" � 16_-0° _� fi'-6' � 12 � 3 � 3 � 3 3
I I INSTALLATION OF Tt1E ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ?3'-8° � 20�-0"�-� s�-s� � ,s � 3 �a( s'�s
• ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPEGIFIC SOIL CONDITIONS �3'-a" �2a'-o° � s'-s°�'�'µ'20 �� 4 � a � 4 �
I 2. MAXIMUM STRUCTURE IIEIGIIT IS I 2 FEET 13'-B" � 30'-0" � 6'-6" � 24 � 5 � 5 I 5 � 5
I 3 NUMBER OF ANCFiORS LISTED IN ANCIIOR SCIIEDULE ARE THE MINIMUM REQUIRED NUMBER OF 13'-8" � 36'-0'� 6'-6" �28 � 5 � 5 5 �5
ANCF10R5 TO RUN DOWN EACti SIDE WALL(TF1E TOTAL NUMBER OF ANGY10R5 REQUIRED PER BUILIDING �3'-8" � 40'-0" 6'-6� 32 �6 �'6 6 �s
WOULD BE 2X TI1E NUMBER LISTED IN Tt1E 5Ct1EDULE) �3'-s" �_^a4'�o" � s'-s° 32 � s � s s 6
" �13'_8" 50'_0" 6'-6° 36 7 7 7 7
DESIGNED FOR.
��1�3ir� Colcraft Inc.
P o Box 136 �Ianey Associates, Inc.
y/ Stillmore, GA 30464 Engineering 8z Construction Planning
%J
PROJECT NUMBER. P.o.Box 348,Six Mile,S.C.29682-Phane:864-646-7600 Alt#:864-634-1300
2012EN890 ,
DATE July 17th, 201 2 ,