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:�(�
.. , .
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 ,
Approval Stamps:
GABLE END TRUSS 3" x 5" STEEL NAIL 'MIT ' OR'ALPINE'
ELATES EACH SID(= OF ASSEMBLY GABLE END TRUSS
EMBEDDED HYDRAULICALLY OR BY
ROLLER 'RES5, TYPICAL
2x4 SYP #I STUDS
AT I G' OR 24" O.C. 2x4 SYP #I STUDS
AT I G" OR 24" O.C.
2Oga. T-WALL BRACING STRAPS ON
INTERIOR AND EXTERIOR OF WALL,
FASTEN WITH (2)-O. 13 1"x 2%4" LONG 22.5"
DADO IN I x4'5 FASTEN TO GUN NAILS OR#8x 2/4" LONG Max.
EACH STUD w/ (3) - 0. 13 1"x SCREWS AT EACH MEMBER DADO IN I x4'5 FASTEN TO
3%4" LONG GUN NAILS CROSSING. EACH STUD w/(3) - 0. 13 I"x
�_ 3%4' LONG GUN NAILS
N IWA 3/h Plan NQ.��
Ap2re ved By •
_ _--
SEE S 1 .2 FOR SAID AND FLOOR L.BuU k
VARI E5, G'-O" to 13'-8" FRAMING VARI E5, G'-0" to 1 3'-8" A�ednlar Baildis Pla er Finrids Comte St -s,
End Wall Framing Option End Wall Framing Option
SCALE: /4 = 1 -0' SCALE: I/4"= 1'-0"
ENDWALLS MAY BE GALLON FRAMED
GABLE END TRUSS UP TO THE RAFTERS WHEN GABLE GABLE END TRUSS
END TRUSSES ARE NOT USED.
at
2x4 SYP #I STUDS "APPROVED
Dad
2x4 SYP #I STUDS v il'L
AT I G" OR 24" O.C. 9G" Max. 2oga. T-WALL BRACING STRAPS ON AT I G" OR 24" O.C. DOCUMENT
INTERIOR AND EXTERIOR OF WALL, G3" Max.
FASTEN WITH (2)-O. 13 I"x 2/4" LONG
DADO IN I x4'5 FASTEN TO GUN NAILS OR#8x 2/4' LONG
SCREWS AT EACH MEMBER DADO IN Ix4's FASTEN TO
EACH STUD w/ (3) - O. 131"x
3Y4" LONG GUN NAILS CROSSING. EACH STUD w/ (3) - 0. 13 I"x
3Y4" LONG GUN NAILS
SEE S I .2 FOR SKID AND FLOORA __ O5/3O/
VARIES, G' O" to 13' 8" FRAMING VARIES, G'-0" to 1 3'-8"
End Wall Framing Option End Wall Framing Option
SCALE: I/4"= 1 -0" SCALE: I/4' 1'-0"
These Plans Were Designed in Standard Wood Shed Master I Designed By: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2010 Flordla Colcraft Inc. O.R.H. 2012EN890
Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 136 Sill
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 Checked By: Date:
160 m.p.h. Still more, GA 30464 C.L.A. 05/30/12
8 of 8
Approval Stamps:
2 I/2" x I/2" CORRUGATED
DADO IN I x4'5 AT 24" O.C., ROOF PANELS FASTENED
MAX. FASTEN TO EACh WITH 1/4"-14 x 3/4" hWh
TRAXX/I AT 8" O.C.RAFTER w/ (3) - 0. 1 3 1 "x 2%4"
LONG GUN NAILS -----------
� SEE ROOF FRAMING
SCHEDULE FOR RAFTERS
l I
-------- --------
SEE DETAILS 2/5 I .6 $ 3/S I .6
I . FOR RAFTER TO STUD
CONNECTION OPTIONS
QSEE ROOF FRAMING fraxe 3j v P iNa
SCHEDULE FOR STRAPPING DADO IN I x4's FASTEN TO Approved IIy
Q 0 REQUIREMENTS EACh STUD wl (3) - 0. 13 Ix
j '4' LONG GUN NAILS L.Bvua
N Aft+ Bt B71j�jE� B ll��41112A ukase p r.
2x4 SYP #I STUDS AT 16"
0 SEE 5 I .2 FOR SKID OR 24" O.C.
AND FLOOR FRAMING 2 1/2" x 1/2" CORRUGATED
PANELS (FASTENED W/#8 x
1%2" WOOD SCREW AT 6"
O.C. (OR EQUAL)
VARIES, 6'-O" to 1 3'-8"
Typical Frame Section
SCALE: I/4"= I'-0"
DADO IN I x4's AT 24" O.C., MAX. 2x4 COLLAR TIES
FASTEN TO EACh RAFTER w/ (3) -
LONG GUN NAILS NOt SEE ROOF FRAMING _
000000000000 SChEDULE FOR RAFTERS "APPRO /CD"'
vvvvvvvvvvov v 11 L.hal
vevvavvvvvev ...gyyecc
vvvvvavvvvov _ 0®CUMT
vavvvvvvavvv vvavvvvvovvv
SIMP5ON h-3 OR EQUAL AT
vvvvvvvevvvv vvvvvavvvvvv vvvvv EACh RAFTER, SEE ROOF
vvvvvvv 001001010010 vv11v1v11/av 000110110100 FRAMING SCHEDULE FOR
3" x 5" STRAPPING REQUIREMENTS
STEEL NAIL 'MITEK' OR'ALPINE'
PLATES EACh SIDE OF ASSEMBLY NOTE: SIMPSON h-3 MAY
EMBEDDED hYDRAULICALLY OR BY BE REPLACED BY 3" x 5"
DADO IN I x4's FASTEN TO
ROLLER PRESS, TYPICAL STEEL NAIL 'MITEK' OR EACh STUD w/ (3) - 0. 13 I"x
ALPINE' PLATES EACh SIDE 3V4" LONG GUN NAILS
4'-0" Min. 2x4 - S.Y.P. #I COLLAR TIE OF ASSEMBLY EMBEDDED
hYDRAULICALLY OR BY O5/3of la
ROLLER PRESS
I RIDGE/ COLLAR TIE DETAIL b�57CA�LE3/4
OVG OPTION DETAIL 3 OVERHANG OPTION DETAIL
I . SCALE: I"=I'-0" '=I'-0"
I . SCALE:3/4'=1'-0"
These Plans Were Designed In Standard Wood Shed Master Designed By: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2O I O flordia Colcraft Inc. O.R.H. 2012EN890
Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 136 S1m6
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600JJ Checked By: Date:
6O m.p.h. Stillmore, GA 30464 C.L.A. 05/30/12 7 of 8
• Approval Stamps:
ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES:
Wall Framing at 24®® o.c., Max. Wall Framing at 16" O.C., Max. ® BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-0" SHALL HAVE WALL AND ROOF FRAMING SPACED
Required # AT I G" O.C., MAX.
Width Rafter Size Required # Width Rafter Size q e ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR PROPER LOAD
of Strap Nails of Strap Nails TRANSFER AND STRAPPING.
® RAFTER TO STUD STRAPPING SHALL BE 20ga. x I %2" WIDE AND FASTENED WITH 0. 13 1 x2.25" NAILS.
6'-0" S.Y.P. #1 - 2x4's 6 (ea. end) 6'-0" S.Y.P. #1 - 2x4'S 5 (ea. end) . ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R3 I8.6
$'-0" S.Y.P. #1 - 2x4's 7 (ea. end) 8'-0" S.Y.P. #1 - 2x4'S 5 (ea. end) ® ROOF FRAME TO WALL FRAME STRAPPING MAY BE INSTALLED ON THE INNER OR OUTER FACE OF THE
FRAMING
1O,-U" S.Y.P. #1 - 2x4's 9 (ea. end) 10'-0" S.Y.P. #1 - 2x4's 6 (ea. end) • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET
11'-0" S.Y.P. #1 - 2x6's 10 (ea. end) 11'-0" S.Y.P. #1 - 2x4'S 8 (ea. end) FORTH UNDER FBC 2304.9. I AND TABLE 2304.5. 1 UNLESS OTHERWISE SPECIFIED.
11'-8" S.Y.P. #1 - 2x6's 10 (ea. end) 11-8" S.Y.P. #1 - 2x4's 8 (ea. end)
13'-0" S.Y.P. #1 - 2x6's 11 (ea. end) 13'-0" S.Y.P. #1 - 2x6's 8 (ea. end) r>aael
3 Pl.ANo. 6
13'-8" S.Y.P. #1 - 2x6's 12 (ea. end) 13'-8" S.Y.P. #1 - 2x6's 9 (ea. end) By '
L.Bullock
Medniar Bnii4iug Pla er P1orida Cartl?kat°e tL
SEE SCHEDULE FOR RAFTS SIZE
N !
RIDGE I "APPR _ !
<9 i
DOCUM& T
50'-0" MAXIMUM BUILDING LENGTH
05130/la
Typical Roof framincl Plan
SCALE: I/4"= I'-0'
These Plans Were Designed In1i Standard Wood Shed Master Designed By: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2O1O Flordla Colcraft Inc. O.R.H. 2012EN890
Planning of Slm5
5
Engineering & Construction Building Code for a Wind Speed P.O. Box 136
Checked By: l Date:
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 I GO m.p.h. iii Sti I I more, GA 30464 C.L.A. 05/30/12
6of8
Approval Stamps:
= : - - II L = - L - = _____________________________________
4.5 30.5" 42" Max.
Max. Max. GO" Max.
75.5" Max.
------------
SEE SCHEDULE BELOW FOR ALL
OPENING REQUIREMENTS. L.Bultock
Me uIr B d 41�P1aas er Florlaa Cwd&a
50'-0" MAXIMUM BUILDING LENGTH
Typical Side Wall Openings Framing
SCALE: 1/4"= I'-0"
WALL OPENINGS FRAMING SCHEDULE
Max. Header/Sill Header Fasteners Sill Fasteners King/Jack Option A: Stud to Band Joist Option B: Stud to Option A: Option B:
Opening Type (Each End) (Each End) Studs Strapping & Nails (each end) Band Joist Clips Anchor Lags Anchor Lags
14.5" 1 / 1 (4)-16d Nails (2)-16d Nails 1 / 0 None Required None Required (N IA) (N /A)
22.5" 1 / 1 (5)-16d Nails (2)-16d Nails 1 / 0 None Required None Required (N /A) (N /A)
30.5" 2 / 1 (7)-16d Nails (4)-16d Nails 1 / 0 None Required None Required (N IA) (N IA) NDI
42" 2 / 1 (8)-16d Nails (5)-16d Nails 1 / 1 (2)-20ga. w/ (5)-0.131x2.25" Nails (2) Simpson H-3 5 5 "APPROV D"'
60" 2 / 2 (10)-16d Nails (7)-16d Nails 1 / 1 (2)-20ga. w/ (5)-0.131 x2.25" Nails (2) Simpson H-3 7 5 DOCUMfrVT
63" 3 / 2 (10)-16d Nails (9)-16d Nails 2 / 1 (3)-20ga. w/ (7)-0.131 x2.25" Nails (3) Simpson H-3 8 6
75.5" 3 (13)-16d Nails (N /A) 2 / 1 (3)-20ga. w/ (7)-0.131x2.25" Nails (3) Simpson H-3 10 7
96" 3 (13)-16d Nails (N IA) 2 / 1 (3)-20ga. w/ (9)-0.131 x2.25" Nails (3) Simpson H-3 11 12
NOTES:
X'jX ><• ALL HEADERS AND SILLS SHALL BE CONSTRUCTED FROM S.Y.P. #I
• STRAPS, CLIPS AND ANCHORING LAGS STATED ARE FOR EACH SIDE OF OPENINGS
•STRAPPING MAY WRAP BAND JOIST IP NEEDED TO INSTALL REQUIRED # OF FASTENERS 05/30�1a
• ANCHORING LAGS SHALL BE I" FROM STUD AND SPACED I" O.C. CENTERED ON BAND JOIST
• REFER TO CLIP MANUFACTURER FOR CLIP FASTENING REQUIREMENTS (I)-2x4 S.Y.P. #I (2)-2x4 S.Y.P. #I w/ 1/2" PLYWOOD (2)-2x6 S.Y.P. #1 wl
• SIMPS0N CSI C STRAPS (OR EQUAL) REQUIRED TO TIE HEADER TO JACK STUD FOR ALL SPACER or (I)-4x4 S.Y.P. #I 1/2" PLYWOOD SPACER
OPENINGS 42" OR GREATER, STRAPS ARE AL50 REQUIRED FOR ALL INTERUPTED STUDS ON
OPENINGS CO' OR GREATER header/Sill Type I header/Sill Type 2 header/Sill Type 3
SCALE: I .5"= I'-O" SCALE: I .5"= I -0" SCALE: I .5"= I'-0"
These Plans Were Designed in III Standard Wood Shed Master ii Designed By: Project No. Sheet Number:
j /11T1\ Haney Associates, Inc. Accordance with the 2O 1 O Flordia Colcraft Inc. O.R.H. 2012EN890 Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 136
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 Checked By: Date: SlA
I GO m.p.h. Stillmore, GA 30464 C.L.A. 05/30/12 5 of 8
JAovaIps:
2x4 S.Y.P. #2 WALL STUDS
SEE PLAN VIEW FOR SPACING 2x4 S.Y.P. #2 WALL STUDS
SEE PLAN VIEW FOR SPACING
SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4x6 S.Y.P.
#2 OR (2)-P.T.-2x6 S.Y.P. #2 2x4 S.Y.P. #2 SOLE PLATE,
FOR JOIST SIZE SEE WALL STUD TIE DOWN SEE FRAMING SCHEDULE
OPTIONS "A" * "B" FOR JOIST AND BAND SIZE
SEE WALL STUD TIE 1 —� ] AUpNa•L� �� --
P.T. 3/4" T4G FLOOR P.T. 3/4" T$G FLOOR
DOWN OPTIONS "A" "B" SHEATHING SHEATHING �BY
•'—� ki"L.Bullock
Modular➢uild1ng I s Examiner Florida Certk%mk!L*3 .
IX,
SENCO K28 (OR EQUAL) NOTCH SKIDS lye"x 112'
NAILS AT 1 2" O.C., ROWS FOR EACH FLOOR JOIST
SHALL BE 1 .5" FROM EDGE, ---------- -
STAGGER ROWS G" FOR F 2x4 S.Y.P. #2
2Oga. UPLIFT STRAP wl
(2)-P.T.-S.Y.P.-2x2'5 SKIDS,STAGGER
BLOCKING BETWEEN SOLE PLATE (4)-O. 131x2.25" Na115
START PATTERN WITHIN 2" SKIDS, FASTEN TO END EACH END, MINIMUM
OF EACH END OF SKID 2x4 BLOCKING BETWEEN -__-- JOIST W/ (3)-O. 1 2O"x3" I
SKIDS, FASTEN W/ NAILS AT 12" O.C. EACH
OPTION "A"
(2)-O. 1 2O"x3" NAILS AT SIDE, STAGGERED.
12" O.C., STAGGERED. 3a WALL STUD TIEDOWN DETAIL
I SKID$FLOOR FRAMING DETAIL END JOIST FRAMING DETAIL I . SCALE:3/4"=1'-O"
I . SCALE:3/4"=1'-O" I . SCALE: I.5"= '-0"
SKIDS MAY BE P.T.-4x6 S.Y.P.
#2 OR (2)-P.T.-2xG S.Y.P. #2
2x4 S.Y.P. #2 WALL STUDS
SEE PLAN VIEW FOR SPACING
ATTACH SOLE PLATE 2" LAP SPLICE FASTENEDN Di
TO SKID FRAME WITH F T. W/ (G)-5/I G"x4" LAGS "APPROVED"
SEE FRAMING ED SCHEDULE 5/I O"x4" LAG SCREW > P.T.-4xO S.Y.P. (OUTER FACE), (3)-5/I G'x4
FOR JOIST AND BAND SIZE AT 18" O.C., MAX. #2 SKIDS LAGS (INNER FACE), (9) LAG
DOCUMENT
SCREWS TOTAL.
P.T. 3/4"TAG FLOOR ATTACH JOIST TO SKID WITH
SHEATHING 5/1 G"x4" LAG SCREW OR (2)
SIMPSON h-3 (OR EQUAL) AT
i EACH END OF JOIST, SEE —3"xG" SPLICE PLATE ON 3 of
Ik FRAMING SCHEDULE FOR SIZE. 4 SIDES OF JOINT, FASTEN
(2)-P.T.-2xG EACH PLATE W/ (5)-SENCO
(2) SIMPSON H-3 (OR NOTE: ATTACK END JOISTS TO SKID WITH (2)-5/I G"x4" S.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS
2x4 S.Y.P. #2 EQUAL) CLIPS AT EACH II EACH SIDE.
SOLE PLATE LAG SCREWS [OR(4)-O. 13 I x4" GUN NAILS] AND fl,
STUD, ONE EACH SIDE SIMPSON H-3 fOR EQUAL] AT EACH END OF JOIST.
OF SOLE PLATE O5/3a/la
OPTION "B" TYPICAL SKID TO
4 JOIST CONNECTION DETAIL 5 TYPICAL SKID SPLICING DETAIL
3b WALL STUD TIEDOWN DETAIL 1 .3 SCALE:3/4"=1'-O" I . SCALE:3/4"=1'-O"
1 SCALE: 3/4"=I'-o'
These Plans Were Designed in Standard Wood Shed Master Designed By: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2O1O Flordia O.R.H. 2012EN890 S13
Coicraft Inc.
Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 136
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646 7600 Checked By: Date:
GO m.p.h. Stillmore, GA 30464 C.L.A. 05/30/12
4of8
Approval Stamps:
SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR JOIST SIZE
125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid)
Width Joist Size&Spacing A B Width Joist Size&Spacing A B „A„
6'-0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 2x4's @ 16" O.C., Max. 12" 24"
8'-0" 2x6's @ 16" O.C., Max. 18" 60" 8'-0" 2x6's @ 16" O.C., Max. 16" 32"
10'-0" 2x6's @ 16" O.C., Max. 24" 72" 10'-0" 2x6's @ 16" O.C., Max. 20" 40" SEE SCHEDULE FOR JOIST 5IZE
11'-0" 2x6's @ 16" O.C., Max. 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22° 44"
11'-8" 2x6's @ 16" O:C., Max 28" 84" 11'-8" 2x6's @ 16" O.C., Max. 24" 46"
13'-0" 2x8's @ 16" O.C., Max. 36" 84" 13'-0" 2x8's @ 16" O.C., Max. 26" 52" "A" "B" "B" "A"
13'-8" 2x8's @ 16" O.C., Max. 40" 84" 13'-8" 2x8's @ 16" O.C., Max. 28" 56"
NOTES: 'P"'wed Bg
• FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH Ri Bullock
UNDER FBC 2304.3. I AND TABLE 2304.3. 1 UNLESS OThERW15E SPECIFIED. Medal"ra'aih3ln�PlansE ' erFloridaCertI l .
• ALL SKIDS ARE P.T.-4xG S.Y.P. #2 OR (2)-P.T.-2x6 S.Y.P. #2
•,G'-O" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS
• ALL JOISTS ARE TO BE P.T.-S.Y.P. #2
�+• ADVANTECh FLOORING MAY BE 5UBSTITUDED FOR P.T. PLYWOOD /-SCHEDULE
P.T. SIDE RAIL TO MATCH P.T. SIDE RAIL TO MATCH
JOIST SIZE, SEE FRAMING JOIST SIZE, SEE FRAMING
FOR SIZES. SCHEDULE FOR SIZES.
nn
= Q
SEE SChCDULE FOR JOIST SIZE - u r
SEE SChEDULE FOR JOIST SIZE APP
DOCUM T
r_2
I , m
Q
34 PT4xG S.Y.P: #2 or 3*4 P.T.-4xG S.Y.P. #2 or
I . (2)-R.T.-2xO S.Y.P. #2 SKIDS I I . (2)-P.T. 2x6 S.Y.P. #2 SKIDS
05J3o/1a
5O'-O" MAXIMUM BUILDING LENGTH 5O'-O" MAXIMUM BUILDING LENGTH
Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan
SCALE: I/4"= I'-O" SCALE: I/4' I'-O"
These Plans Were Designed in i1r Standard Wood Shed Master 1 DesignedBy: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2O1O Flordia J Colcraft Inc. O.R.H. 2012EN890
Engineering & Construction Planning Building Code for a Wind Speed of P.O. Box 136 I Slm2
P.O.Box 348,Six Mile,S.C.29681-Phone:864-646-7600 Checked By: 1 Date:
IGO m.p.h. JJ Stillmore, GA 30464 C.L.A. 1 05/30/12
! 3 of 8
ELECTRICAL NOTES: Approval Stamps:
I . WHEN AIR CONDITIONING IS INSTALLED IN THIS BUILDING, IT SHALL BE
THE RESPONSIBILITY OF THE HVAC CONTRACTOR AND ELECTRICAL
CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL
hVAC UNIT(S) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE LATEST EDITION AS WELL AS THE
CURRENT EDITION OF THE F.B.C. ENERGY CODE.
2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES.
3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED WINDOW HEIGHT, LOCATION 32" MIN., CO" MAX. WIDTH
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN AND QUANTITY MAY VARY 24" BY C' 8" HEIGHT DOOR,
DISTRIBUTION PANEL.
AND ARE OPTIONAL. 5' MAX. MAX. LOCATION MAY VARY.
4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL IS TO 15E
GROUNDED TO MINIMUM I O-O' COPPER CLAD EARTH DRIVEN ROD _
WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. — ' Iticharrd u11mk
5. ALL CONDUIT TERMINATION'S OF I' OR LARGER ARE TO HAVE PLASTIC
INSULATED BUSHINGS.
i � 2x4 S.Y.P. #2 WALL Majar Buiadu�Plans�xamf Florida CertF�a:Y =`�
C. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE NATIONAL - STUDS W/ S.Y.P.
ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 1O1), LATEST #2-2x4 SOLE PLATE
EDITIONS. P.T. 3/4" TAG
7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE FLOOR SHEATHING
SEE VARIOUS END
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH �' SEE VARIOUS END WALL
�
WITH A MARKED "OFF" POSITION THAT IS PART OF THE HVAC Q WALL FRAMING FRAMING SECTIONS FOR
SECTIONS FOR WALL
EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS \ WALL AND DOOR FRAMING.
ONLY WHERE OTHER DISCONNECTING MEANS ARE AL5O PROVIDED BY AND WINDOW FRAMING.
A READILY ACCESSIBLE CIRCUIT BREAKER.
5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING Q -
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS \
BEING IN COMPLIANCE WITH SEC. I I O-9 OF THE NEC BY A LOCAL
ELECTRICAL CONSULTANT.
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING
(INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, N N j N $
i
GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED,
SUBJECT TO LOCAL JURISDICTION APPROVAL. OPTIONAL ELECTRIC TO- ' WP 32" MIN., CO" MAX. WIDTH "APPROVED"
6 ° 1
1O. ALL WIRES TO SWITCHES AND OUTLETS TO BE #12 AWG THHN AND EACH UNIT FIELD BY C' S' HEIGHT DOOR, APPROV D"
WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA CONNECTED FROM LOCATION MAY VARY. DQCUfVI -
7O, NATIONAL ELECTRICAL CODE. EXISTING POWER
I I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH SOURCE TO UNIT
ART' 5O'-O" MAXIMUM BUILDING LENGTH
Electrical Symbol Key
NOTES:
GFCI Duplex Receptacle 120V 10 •ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY.
• BUILDINGS WITH WALL HEIGHTS GREATER THAN 7'-O" SHALL HAVE WALL
FRAMING SPACED AT I C" O.C., MAX.
O Incandescent Light w/ (1)-60W Bulb •ADVANTECH FLOORING OF EQUAL OR GREATER THICKNESS MAY BE
SUBSTITUDED FOR P.T. PLYWOOD FLOOR SHEATHING
❑J Junction Box
Typical Floor Plan
$ Switch SCALE: 1/4"= I'-O" 05/3O/ia
Wp Weatherproof
$R Switch w/ Receptacle Outlet 120v 10
These Plans Were Designed in Standard Wood Shed Master Designed By: Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 20 I 0 Flordla O.R.H. 2012EN890
Colcraft Inc. I ______________
Engineering & Construction Planning Building Code for a Wind Seed of P.O, Box 136
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 Checked By: Date:
60 m.p.h. Stillmore, GA 30464 [J,J C.L.A. 05/30/12
2 of 8
160 mph - Standard Wood Shed Master Plan J Approval Stamps:
GENERAL NOTES: Colcraft Inc DESIGN PARAMETERS: (NF-GABLE ROOF)
[WIND DESIGN PER ASCE 7-1O, SEISMIC DESIGN PER AISC 341-O5]
1 . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2OO9 . . 31 1 IBC BUILDING CODE $ 2OIO FLORIDA BUILDING CODE. WIND ®X3G I . WIND VELOCITY: 16Omph '� Z�J q
LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7-1O. 2. WIND IMPORTANCE FACTOR: I .O � °'
/�
A�a�wed lip
2. ALL MATRIA
ABOVE CODE NDDALLBOR L OTH OTHERALL IN ACCORDANCF PPLICABLE LOCAL CODES IATTHE Sti i l more 9 GA 304 G4 3. WIND ESOSUKSURE C
4. INT. PRESSURE COEFFICIENT: 0. 15 LI�ulinctr
TIME OF MANUFACTURE. 5. ENCLOSURE CLASSIFICATION: ENCLOSED °1'H lug Flans FIWWo yak
3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED Sheet Index 6. COMPONENTS AND CLADDING:
DIMENSION. -ROOF LOAD (ZONE#I): +2 I .01-42.5 PSF
4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN S1.0 Cover - General & Design Notes -ROOF LOAD (ZONE#2): +2 I .O/-60.3 PSF
BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD (ZONE #3): +2 I .0/-95.2 PSF
5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: 51.1 Electrical & General Floor Plan -WALL LOAD (ZONE #4): +45.50/-49.80
51.2 Skids & Floor Framing Plan -WALL LOAD (ZONE #5): +46.30/-58 P ,,g`�,ti8����qq�3G W04"es agent/orCePR
FLOOR JOISTS- 2x4 S.Y.P.#2-(I 2-15% MOISTURE CONTENT) -WALL LOAD (ZONE #4$#5): The Prints comaN th the
2x6 S.Y.P.#2 (12 15% MOISTURE CONTENT) 51.3 Skid and Floor Framing Details 7. FLOOR DESIGN LIVE LOAD: 1 25 P ) FbrictaManufactured Bid
2x8 S.Y.P.#2 (i 215% MOISTURE CONTENT) 8. FLOOR DESIGN DEAD LOAD: 12 PSF jF.`, Cp'1' A �°�qd�ode '"d
WALL STUDS 2x4 S.Y.P.#I-(I 2-15% MOISTURE CONTENT) 51.4 Openings Schedule & Framing Adhere tothoia10wi Criteria:
9. ROOF DESIGN LIVE LOAD: 2O PSF
ROOF RAFTERS- 2x4 S.Y.P.#I-(I 2-I 5% MOISTURE CONTENT) 51,5 Roof Framing & Schedule 1O. ROOF DESIGN DEAD LOAD: SELF WEIGHT C°"scbon T e
2x6 S.Y.P.#I-(I 2-15% MOISTURE CONTENT) I I . WALL DESIGN LOAD: 8 PSF my
51.6 Typical Frame Section Details 12. COMBINATION LOADS: AS PER ASCE 7-1O J floors
COLLAR TIES- 2x4 S.Y:P.#I-(I 2-I 5% MOISTURE CONTENT) �yetoe� ��
WINDOW SILLS- 2x4 S.Y.P.#I-(I 2-15% MOISTURE CONTENT) 51.7 End Wall Frame Options 1 3. SEISMIC USE GROUP: B .Wens
6. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: a n otaxt 4s
14. BUILDING CATEGORY: I `t
5D5, FLOOR JOISTS AND 3/4"T$G FLOOR SHEATHING GENERAL NOTES CONTINUED: 15: BUILDING OCCUPANCY: U O1
KI 1 6. CONSTRUCTION TYPE: V B ` ffoar
7. TRUSS DESIGNED TO SUPPORT D.L.+L.L.=3O P.S.F. _ appwrat to 3i L
8. HANDICAP ACCESS TO BUILDING IS FIELD INSTALLED BY OTHERS AND 2O. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE 17. ALLOWABLE FLOORS: i Msrtf —�
SUBJECT TO LOCAL JURISDICTION APPROVAL. 18. EXTERIOR WALL FIRE RATING: O valofthis DOCupsE.rt d _s not
CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP APfxo
9. ALL ALUMINUM TO BE 3OO531O5 ALLOY WITH 32,000 PSI MINIMUM ALUMINUM, 5/8" P.T. T I-I I SIDING, VINYL SIDING WITH IS. DESIGN OVERHANG: 5 INCH Authwtze or Approve any Deti:et�on
YIELD STRENGTH. 2O. DESIGN MEETS INTERNATIONAL BUILDING CODE 2OO9 * FLORIDA From the r�nrements°"
ENERGY BRACE BACKER, HARDI BOARD, STEEL SIDING AND State t.avds
JO. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPLIED, SEE FBC "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD. BUILDING CODE 2O1O
1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL 2 I . ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE 2 1 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE
ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. EGRESS SIDE WITHOUT THE USE OF A KEY. FOLLOWING CODES:
I I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22. DOOR SHALL BE 2 I/4" x I I/16"ALUMINUM EXTRUDED -2O1O FLORIDA BUILDING CODE i(
STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM -2O1 O FLORIDA MECHANICAL CODE / `PPR0VED
12. ROOF SLOPES BETWEEN 2: 12 AND 4:1 2 SHALL HAVE A DOUBLE TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH -2O1O FLORIDA PLUMBING CODE ®{J^��� �
UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. -2O1 2 FLORIDA ACCESSIBILITY CODE
1 507.2.8 OF THE F.B.C. 2O1O 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, -2OO9 INTERNATIONAL BUILDING CODE
13. WHEN ROOFING PANELS ARE PLACED VERTICALLY DADO IN I x4's AT GARAGE DOORS, GO" x 72" ALUMINUM DOOR, 32" AND THESE BUILDINGS ARE EXEMPT FROM THE THE 2O1O FBC ENERGY
24" O.C.; MAX. FASTEN TO EACH RAFTER w/(3) -O. 13 1"x 2Y4" LONG 45" SINGLE-DOORS., AND PRE HUNG STEEL DOORS. TYPE, CODE IN ACCORDANCE WITH 1O1 .5.2
GUN NAILS. SIZE, QUANTITY, AND LOCATION MAY VARY.
14. ANCHORS SHALL MEET THE REQUIREMENTS"OF ALL APPLICABLE 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE SITE INSTALLED ITEMS:
LOCAL CODES AND THIS IS NOT A FOUNDATION DESIGN. CODES MAY BE USED INSTEAD OF DOORS LISTED ABOVE I . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM.
15. BUILDING IS CLASSIFIED AS TYPE "S" (STORAGE) 25. MAXIMUM WALL HEIGHT TO BE 8'-O", STUD AND RAFTER 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING.
16. ALUMINUM WINDOWS -TYPE, SIZE, QUANTITY, AND LOCATION MAY SPACING SHALL BE 16" O.C., Max. FOR ANY WALL HEIGHT 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE
VARY. ABOVE 7'-O", WALLS UNDER 7'-O" IN HEIGHT MAY HAVE BUILDING.
17. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FRAMING SPACED AT 24" O.C., Max. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2O1O 1 5O3 AND 05/3o/!a
FASTENERS. 26. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED R3 15.6
18. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN FOR EQUIVALENT OR GREATER PRODUCT. NOTE: THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK
ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE
FIELD PERFORMANCE CONDITIONS. BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL
19. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 4OOsci.ft.) MUST HAVE ATLEAST (I) 32"x8O" (MIN.) DOOR. JURISDICTION APPROVAL.
HAZARDOUS MATERIAL. 28. ALL STRAPPING SHALL BE FLORIDA CODE COMPLAINT.
These Plans Were Designed in Standard Wood Shed Master DesignedBy:l Project No. Sheet Number:
Haney Associates, Inc. Accordance with the 2010 flordla Colcraft Inc.(11111 j O.R.H. 2012EN890
Engineering & Construction Planning Buildin Code for a Wind Speed of P.O. Box 136 Checked By: Date: S I 0
P.O.Box 348,Six Mile,S.C.29682-Phone:864-646-7600 g 160 m.p.h. Stilimore, GA 30464 C.L.A. y 05/30/12 1 ®f 8