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Home My WebLink About14-15723 CITY OF ZE HYRHILLS � 5335-8T STREET (813)78 -0020 723 �- � BUILDIN PERMIT � PERMIT INFORMATION LOCATION INFORMATION Permit Number: 15723 Address: 5850 13TH STREET 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-03900-0110 Improv. Cost: 6,500.00 OWNER INFORMATION " Date Issued: 10/15/2014 Name: SERVIES MICHAEL & SHERAE Total Fees: 105.00 Address: 5850 13TH ST Amount Paid: 105.00 ZEPHYRHILLS FL 33542-3757 Date Paid: 10/15/2014 Phone: (813)403-3825 Work Desc: SHED 12 X 32 CONTRACTOR S APPLICATION FEES HOMEOWNER BUILDING FEE 105.00 �� V / �b�' _ � � ` � Ls �� Ins ections e uired FRAME SHEATHIN � FINAL - - REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following rea ons: 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 ay be additional restrictions applicable to this property that may be found in the public records of this county, and there ay 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 o commencement may result in your paying twice for improvements to your property. If you intend to ob in financing,consult with your lender or an attorney before recording your no ice of commencement." Complete Plans, Specifications Must Accompany Appli ation.All work shall be performed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. CONT R SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER- �`��c� ga,4-l.,-fi�_(' . '3' 'fi:�.�i�� . �w�� ..� . + • �'� City of Z hyrhills BUILDII�TG PLAN R VIEW COMMENTS Contractor/Homeowner: �'``e- S ' ``� ti z S Date Received: � �' -� - � Site: S� 5 G � 3�Tr-t � l�� T PermitType: �� 2 �32 Approved w/no comments:❑ Approved w/the below omments: � Denied w/the below comments: ❑ , _ � � � ;,�� f- � � S �� o�'` This comment sheet shall be kept with the permit and/or p ans. �� -_ —__ -- �� Kalvi Switz {-Pl s Examiner Date Contractor or Homeowner (Required when comments are present) c 4^.�"'". v �_� �� ) Z � Q '�, . �- \4.•\�. 4;ao � � � � � �y,� . 0 0 � �. � �M� � � � ,� o�� . �° � .o. - a. _ \ Q a� ! �,�`� ��°'�R � °, ��i`' � °.° � Q'�a' 0 �, °' S' METAL ADDlTlON �_y CC�fl l �-/��f N. 1� �� o o° � °, ,-- ;�.'? ,'. �=. , ��. �.c.n�. s.F 2 �„ ; R�( 1 �-"' �cr_ h�'' �i' � , ` '•.o gjo � U= � _ , \ t 8s• °'°- aN� �t F� �2•1 " `� ti � 'r. �t,b t Wa�er efer $��9�� , a o �PSR�'�585��•�5, 1 G N�' f <� ; � l� .w L)° a � 3�'2� N�o �• �� p' ��, �4 ;�_ � �� ;V� �..'' �, 1�b , � od .-' °'�� 'J ..:-� ��' �c�� -y ,-� h ��(R. A f p. � ° }�: � i� � � ��r � \4.\a. �&�0 � •oo r -.,�'""� � o �a cs � � F�,o `� s`"�� , /"� i QNL cyi �G, \4Z ,� 36ti � d- � 1 � 2.7' Wolk� ie � .- � � �. r � "' `r� u.P. �`� � � �� v i� � � �,� } � ��"0.7' - �--�/ A� �'"� �/.. ` � ��'�s� �i= ?.2' Wa! �Tie �,,, 1�''a' �sp1k � -- o � o �"� � q.0 Q'(R� � �Q�'� -- � ° �-,,- � ' / � � , -- .�4°y � . � '' ,' � l--'� Q' � .M� � 'i � � , Q, � .- =—._QNC s T�j � � ` � •- � �g� , ��t� P�.�;n� 2�.a' �� 2 ``�<,Q � `' � '� f ��'�- y�A� LEGAL DESCRIPTION: Lots i 1, 12 s� �� Q_°��° �,��p' �'� the Sc�uth 7 f2 of �at 14, Block p o � ,� �. OF ZEPNYRHILLS, as recarded in /�°k 3`�ra �--'' � �`� r��. '' �� !, Page 55, Public Recards af P . ,,,. - �u.P. � � l�aun�y. � �,,,' DAI/ID G. ARMSTRONG �� t � PROFESSlC1NaL LAlVD SUI?VEYOR /� ` 7251 16TN STRFET / ZEPHYRHlLLS, FL 33540 F.C.M. N.W. Corner t1�1.3? 7f19—t1745 BIoCk 51 � � , DISCLOSL7R,E S NT .E'OR C1W2�R ' CSTY OF ZEPFiX�2F3SI�.S I�DI;�T� DEPARTi�I�Tfi . , _ ' have read and fully u.aderstand and r agree to t�e provisians o�' �thi.s instrument ,�he undessigned .states and af�zrms that he ar she is desi.xous af constructing, resiovat.�.ng, addi.ng to or xeroo�ing his or er owz� domicile, •that he or she actuai3y occupies, ar wi12 occugy by said domici:Ze, and same is not far •res�t, lease or sale. That he or she sha11 comply wi-�h the following candi-�.ons: s., Tha� tbe owner and_he or she alone sh 1, act as -�.he btiilder for a11 phases of constructi.on. . 2. Tha,t, th� cwnes w3:1Z comply with a11 pr visians a� •the City of Zephyrhills ordinanaes arid cad�s pertiaent to the ua.ldi.'n.g. 3. Tha� in the event var3.ous phases 4�' co truction are subaax�.tsacted, he wi11 engage anly �properly licensed subcon �tors and wilZ persanaZ�.y supervise such work. 4. Tha-t in fihe event -Ehe Building �nspec ar shaSZ re �;�*-e aosrea�,ans to be made, � the ownex will assume full respons�.bi ity ta insure •they ase made, and upon comp3etion will cs7_1 �or a r�;�+�ecti befare proceedi.ng with the building. 5. Tha� the owner sha1l assume fu:Ll resp ns'ibility for the const�ucti.on and wi11 riot $xpect_ supervssian of his vrork fr the City .of Zephyshills Building D�pasi�ae,s�:t. 6. T21a� pri.or �a firlal irispection aay a '�.z.ana.l fees, �.rlcluding reinspecta.on f�es, must be paid in full. A writt request t�am this office sha11 constitute an o�fici.al no�.z.ce `�o pay iditioz�al. f'ees.. 7. Th�t, the own�r sha11 comply arith a11 �'Gy, State and Fedeacal laws in ref,�ard to saca.al secuza.�y, workmaxi's campensati a, 3.ien 1a�s, etc. , where applicable. 8. Tha� the owner s1a�11 comply wa.th a11 e sa�e.ty �odes issued by the Florida. Iadustrial Cammissian. 9. State 1aw requires canst=uctiaxx to be dane by lic�ased contraators. You have applieci �or a pexma.t uader an c�xe�pti n to �at law. The exemption allows you� as the ownes of your progr_rty, t act as yous owa coritraetos wat� certain res�rictions even though you do no�G v+e a license. �You must .prov�.de 3irect, ansi.te supes.visio� of the caastruci:io yaur�elf. Yau may buil.d or i�prave a one-�ama.ly ar twa-fam.�.ly rc-�sideace or a farm outbuilding. You may also bui.],.d - or improve a aomm+arc3.a1 building, pso ided your cost.s do Aat exc�ed $25,000. , The buil.ding or residence�mus,t be �or yc+ur awn use o� occupancy. St may not be built or subs�aatially �psaved �o sale or lease. 2� you se1:l or lease a builcliag you have i��.1.t os substaa�. I.y izaprcved yourse7.f' within 1. year a�'�er the cons'truc't.i.on is complete, �he law wra.11 presvme•that you bvi.lt or substani:i.ally impsaved if far sale ar l�as�, which is 'a violation of this exemptir�n. You may not ha.=e ats, unla.c �aed persori to act a's yQUr coatsaator or ' to �upervise people �aorking on yous "lding. It is yovs resgonsibili:ty ta make suz�e that peaple P�F1loyed by you �ia.v� licetzs�s �equ�.sed by s�ate 1aw azid by county or muniaipal liceasiag o� ' ces. Yau may aot delegate the respan�3.bil.�.ty for supervisiag wark 't a lic�nsed contraator �s�thc i.s no�. 1icc.zised to perfo� the wosk bcing do e, Arsy person work3.ng on yaur bzLi.ldi�g who is aot liceu�ed must wrcrk unc3es � us disect supervisicn arad must be E�ployed by you, which mea.us that yo� must deduc't. F.I.C.A. and withholciing }�Y and provide workers' comprr�sa�i.oa �o '�t�at employee, a11 as prescribed by 1.aw. Yous canstruction must cosaply with agplicable 1a�rs, orc�ances, building codes, assd zoning regulati.o ,..�.�� "`--�__ ,r owwr�Rj s s=�� ,�z��` � ./b '��— `7 ADDRESS .�'` ^"+. S '7 c�� !� Pi3C?NE � ,-. .;3� W2T2�SS PEF.2�T # 813-780-0020 City of Zephyrh Ils Permit Application Fax-813-780-0021 Buildi g Department ' Date Receieed �j l/� `� f Phone�Contact f r Permitting __ :. � � � Owner s Idame � (� Odvner Phone Idumb�r g 3� ��j� ��g.2 O�nmer's Address `� �S O�nmer Phone Mumber � �� 2_� Fee Simple Titleholder fdame � � � � f/�O Owner Phone Idurviber Fee Simple Titleholder Address .�o� � JOB�►DDRESS 5' �- L.OT# C� SUBDIVISION �`�� Q�, C.� �yr I��3 PARCE ID# �� '-�C%°" �! - ��.—� c3��- � j� � � (OBTAIMED FROM PROPERTY TAX IdOTICE) WOFtK�PROPOSED B NEW CONSTR e ADD/AL � � SIGN Q Q DEMOLISH INSTALL REPAI PROPOSED U5E Q SFR Q COMM' 0 OTHER S NE TXPE OF CORISTRUCTIOM Q BLOCK Q FRAME Q STEEL Q D�SCRIPTIOM OF NVORK .5�� _ � ' - BIDILDIRIG 51ZE� .2 ��_ SQ EOOTAGE &�' HEIGHT JO� - �UILDING $ VALUATION F TOTAL CONSTRUCTION QELECTRICAL $ . AMP SERVI E Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ , �� f �.\ � OMECHANICAL $ VALUATION F MECHANICAL INSTALLATIOIV � j�� QGAS Q ROOFING Q SPECIA TY 0 OTHER � FIfVISFiED FLOOR ELEVATIONS FLOOD ONE AREA QYES NO �' i � BUILDER � CO PANY �� SlGfde4TURE REG STERED Y/ N FEE CURRE� Y/N Address ' C 5� ` License# ELECTRICIAM - CO PAfdV SIGM/!7'U6tE REG STEREO Y/ N FEE CURRE� Y/N e4ddress License# PLUAABER CO PANY SIG9N61TURE REG STERED Y/ N FEE CURRE� Y/IV 4lddress L(cense# MIECH�4NICAL CO PAMY SIGNATURE REG STERED Y/ N . FEE CURRE� Y/N Address License# OTHER CA PANY SlGfdATURE Re STERED Y/ N FEE CURRE� Y/N dlddress - License# RESIDEMTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set f Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. R quired onsite,Construction Plans,Stormwater Plans w/Silt Fence instailed, Sanitary Facilities&1 dumpster;Site Work Permit for s bdivisions/large projects - COMIMERCIAL Attach(3)complete sets of Building Plans.plus a Life S fety Page;(1.)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. R quired onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 duinpster.Site Work Permit for a new projects.All commercial requirements must meet compliance SIGtd PERMIT Attach(2)sets of Engineered Plans. --- . - •"'PROPERTY SURVEY required for alf NEW constru tion: ' - '_ Directions: - Fill out application completely. ' Owner 8 Contractor sign back of application,notarized _ ' If over 52500,a Notice of Commencement is required. (A/C upgr des over�7500) •• Agent(for the contractor)or Power of Attomey(for the owner)would b someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) � • -=-�1 � - . .�. ,: -_- -x •� ; Reroofs if shingles Sewers Service Upgredes A/C Fences PIot/Survey/Footage) ` ' ` .,� - _ , • ,t . ,,= ,.,. .. , � .- ; Driveways-Not over Counter if on public roadways..needs ROW ; - - ��• � � _ - ;. i �.�.,.a ._... _ :. - .:,�,..R,,,,..,. ,. .��.�. ..�.... ��YIC� OF ��ED �E�T�IC'T90P1�: T'he undersigned undersfands that fhis permit may be subjecf to"deed°restric#ions" which may be more restrictive than County reguiations. The undersigned assum�s responsibility for campNance�nrifh any, applicable deed resfricfions. 11Rd�.lC�NSED Ct}�ITR��Y�R� �PlfD C4�PJ'�'�►�"�'C�� i�i��(�R�Sl�ILIYI��: !f the owner has hirsd a contrac#or or contractors ta undertake uvork, they may be required ta be licensed in accordance with state and local regulations. If the contracto� is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under stat� law. If#he owner or intended contrackor are uncerfain as to what ticensing requiremen#s may apply for Qhe intended work, th�y are advised fo con�acf the Pasco Counfy �uilding Inspectian C�ivision—Lieensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor{s) sign portions of the "contractar Blocic" of fhis applEcation for which they v�rill be responsible. If you, as the owrner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. YC�PVSpORY�TIOIV IflAi�P�.CYItt"6'ILI'Ti�� IfifiY��►�1f 1��9D 9Z��UF�C� �EC�1/f��Y i��: The undersigned understands thaf Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of nevu buildings, change of use in existing buildings, or expansion of exis4ing bui4c4ings, as specified in Pasco County Ordinance r�umber 89-07 and 90-07, as amended. The undersigned a{so u�derstar�ds, that such fees, as may be due, will be identifisd a4 the time of permikting. It is further und�rstood that Transportafion lmpact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate af occupancy" or final power release. If th� project does not involve�a certi�cate of occupancy or final pow�er re(ease, the fees must be paid prior to permit issuance. Furthermore, if Pasca County Wa#erlSerrver (mpac# fees are due, �hey mus#be paid prior ta permit issuance in accordance wifh appHcable Pasco County ordinances. Ct}FtSTF2UCTtOW C.9��1 L�1fii(Gfia��Yerr?'�@3, �I�r�z#��4��u��, �s a�r�re��d�dj: !f valuation of work is $2,5Q0.00 or more, 1 certify that 1, the applicant, have been provided �nrith a copy of the "Flarida Const�uction Lien Lavu Homeowner's � Protectfon Guide" prepar�d by the Florida Department of Agriculture and Consumer Affairs. !f the applicant is someane ; other than khe"ov�rner", I certify that I have obtained a copy af the above described dacument and pramise in goad faith to ; deliver it to the"owner" priar to commencement. ,' Ct3iVTR�iC'f�ER'S/Ci�lR11E�t'� �ii�IFIC3�iVIY: { certify that ali the infarmatian in this application is accurate and that a11 wrork vvill be dane in campliance v�ith all appiicabie la�vs Pegulating construction, zoning and larid deve4opment. AppEication is hereby made to obtain a perrnit to do �nrork and ir�stallatian as indicated, I certify that na worlc or instatlatian has commenced prior to issuance of a p�rmit and that all vvork will be performed ia meet standards of all lauvs regulating ; construction, County and City codes, zoning regulations, and land develapment regulations in the jurisdiction. I also ' certify that I undersfand 4hat the regulations of other government agencies may apply to the intended work, and fhat ik is ;� my responsibi(ify to identify whaf actions i must take to b� in compliance. Such agencies inciude but are nat limited to: - Department af Enviranrrtentai Protection-Cypress Bayheads, Vtletland Areas and �nviranmenfal)y Sensitive Lands, V1/a�erMlasfeuvater Treatment. � - Southuves4 �Eorida WaEer Management C7istrict-We!!s, Cypress Bayheads, Wetland Areas, AlEering I Watercourses. ; - Army Corps of Engineers-Seawalls, Docks, Navigable Waterwrays. ' - Departmen# of Health � Rehabi(itative ServiceslEnvironmental Heafth Unit-Weils, Wastewater Treatment, � Septic Tanks. - US �nvirantnentai Protectio�Agency-Asbestos abat�mertt. - Federal Aviatian Authority-Runways. , I understand that the following restrictions apply to the use of fill:� - Use of fill is not allowed in Flood Zone"V" unless expressly permitted. - tf the fill mat�rial is ta be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating va(ume" vviil be submitted at time af permifting uvhich is prepared by a professiona! engineer , iicensed by the State of Fiorida. I - tf fhe fili maEeria! is to be used in Ftood Zone "A" in cannection with a permitted building using stem v+ral! constructior�, I certify thak fill wrill�be used only to fill th�area writhln fhe s#em wall. - If fil! matecial is to be used in any area, ! certify that use af such fill will not adversely affect adjacent properties. If use of fill is found to adversely affec� adjacen# properties, the own�r may be ci#ed for violating the conditions of the building permit issued under th� aftached permit appiication, for lots less #han one (1) acre which are e(evated by fill, an engineered drainage plan is required. � tf I am the AG��►T��FZ TN� �1i�ff�l�i�, 1 promise in good faifh#0 9nform the ar�vner of the permitting conditians set for�h in thEs affidavit prior to comrnencing constructian. ! understand that a separa4e permit may be required for electrical v+rork, plumbing, signs, wells, pools, air conditioning, gas, or other insta!lakions not specifically included in the application. A permit issued shall be construed to be a license to proceed with the vvork and not as authority ta vialate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent fhe Buifding Official fram thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shati became invalid uniess the work authorized by such permit is commer�ced vtirithin six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period af six{6) months after the time the uvork is comrnenced. An extension may be requested, in vuriting, from fhe Building OfFicia! for a periad not #o exceed ninety (90) days and wi!! demonstrate justifiable cause far the extension. If work ceases far ninety (90)consecutiv�e days, the job is considered abandoned. 1Al�RidtR9Cy TC6 OIiiIN�F�: �C�CI� i��ILUR� TO RIE��3Rt3 �, G�PJ�'ICi� CDi� COii�flflEiV��iifi�EN'T fl�ii�Y �2��}LT �iV '�CILY� �'�YiPiC�ViC� IFOi7�4�i��3V1E6�ilER1�'S TO YCYU�2�(f�0�RTlf. �6=Yt3t1 Qi�Y��II�TO O�iT�1G�i �li�1�61PCt�C�, G��UL�" itUl��i YC.}UR �.EN��E��k��'1�Y�1'��9�Y��lF CQ�tIDl��VOtl�i�Q��'!G�CaF CC?Hf�6i�E�ICElif�E�►T. FI.ORIDA JURrqT{F.S. 917 03) _ ..._-- --- — _".��.,_ - a OliVRt�R OFt�GEP77 �OPI'TRAGI'Qgt Subscribed and s n to{o a�r "� t Subscribed and sworn ta(or affirmed)before me this �- by M 4, ��'�� by Who islare personally known to e or haslhave produced Who isJate personally known fo rne or haslhave produced a fdenGfcaGon. as identification. � Notary Public PJotary Public ' '�r r�g�, JOEL E.BACON Gommfs i r��t5 F: Commission Na. _.. t�rmissrefl-�4-3� :;, ��: Expires Ju�e 29,2418 � �,: ritarn of ' � PJame of Notary typed,printed or stamped i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii ' 2014163694 , Rept:1635777 Rec: 10.00 � NOTICE OF CO NCEMENT D5: 0.00 IT: 0.00 PermitNo. 10/15/14 E. Munguia, Dpty Clerk Property Identification No. ' �� 9�� — (� �l� THE iJNDERSIGNED hereby gives notice that improvements will e made to certain real property,and in accordance with Section 713.13�of the Florida Statutes,the following information is provide in the NOTICE OF COlVg1VdENCEMENT. 1. Description of properiy e al de cription:) a) Street Address: °t�� 2. General e criptio of improvements _ 3. Owner Information ' � a) Name and address: � � �I ,`3-�-� Z, � ' / b) Name and address of fee simple titleholder(if other than o ner)_,�S'��,� ,�, " 2 �f /J c) Interest in pro pe r t y � '—'�—� �a , 4. Contractor Information . a) Name and address: b) Telephone No.: _ — � D Fax No.(Opt.) 5. Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No.(Opt.) 6. Lender a) Name and address: 7. Identity of person within the State of Florida designated by ow er upon whom notices or other documents may be served; a) Name and address: b) Telephone No.: Fax No.(Opt.) 8. In addition to himself,owner designates the following person t receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes: a) Name and address: b) Telephone No.: Fax No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration da is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANl'PAYNdENTS MADE BY THE WNER AFTER THE EXPIRATION OF THE NOTICE OF C011'dMENCEMEN'I'ARE CONSIDERED IMPROPER PA NTS UNDER CHAPTEIt 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYIN TWICE FOR IPROVEMEN'Y'S TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, ONSUL'd'YOUR LENDEIP OR AN ATTORNEY BEFORE CO1VdMENCING WORK OR RECORDING YOU NOTICE O COMbiENCEMEN STATE OF FLORIDA .--� COUNTY OF PASCO Signa re wner or Owner's Au onz cer/Director/Partner/Manager �G ��s� �� Print ame The foregoing instrument was acknowledged before me this l day of �c`i' 20�,by �V l l�(�1 �E�1� as (type of authority,e.g.officer,trustee,attomey in fact)for (name of party o behalf of wh t w e cuted). V � , � Personally Known OR Produced Identification Nota Signature entification Produced ��%c Nam (print) �L �= �d u-�-�' Verification pursuant to Section 92.525,Florida Statutes.Under penalties o perjury, declaze that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. FORMS/NOC.rvsd20D7 ' Sigianv ofNanaal Person Signing Above mu� ' ,•ti�:tv'•., JOEL E.BACON '�� l�`.�,''= PRl1LR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER\ i: .= Commission#FF 137073 �� Expires June 29 2018 10/15/14 �� 1PG� L�2 V ��p�,.�� Bonded Thtu Tmy Fein Insurenw 806385-7019 OR BK . I n � I� • • , I J � ��a�� W��i�� 1� �� >�3$ a �� ;� 760 INESTBROOK ROAD ��4�� .� , Hf GKORY, KY 42051 � �g �� d � � � �h a �9;; '� „ � �� - ,. M��T�� NG�IOfi�INCs i�1��N� � � � s: STATE OF ~ �� ,��.. t• FLORIDA .�• s A '•�. K .• • o �: +`��.j.� �C E 11ts�;f �4�� . �� CsENERAL NOTES `*,� 0 3azzz z� �1 �. n�cm+rw�cTOre 5ru�u eE RES�e�E Faa vewFrit+�a��E�asnt+�co�nnora5. _ t i � .; 7. 'fFE LONTRALTOR 5iV1LL BE RCSRpt�I�.E FOR LOORDINATINb ARGHITEGnhW!„57i0�GiUZAI.YEGiW�^,L/LL.,��,��. �,�,�o,,.�,�.,,� gHEET INDEX - �: TATE. OF �� ,� DI5GREPNILIES BEri�EEN 5UGH DETAILS AND DIM06tON5 SHALL BE RERDR7ED TO 7i�ENGRffft PRlOR TO PRD�GffDIN6 YUiH 7fE WORK. . �., �\� p,�4i, :,n SHEET NUMSER SHEET TITLE F t oR�a., .• F 3. n�comm�crort SwLL�ae aeSROr�ei.e�ertb�nau�a�t,�a�a+v SFautirce ro mSUaF t►�i�Tr oF n��nwiNb aim irscor�n�Hr P�arS �. �r `1 ��: 9 ouarK co��iwN. G-� GOVER Sr�ET ��i ONALE�� .f.i �nnn�u�� l. � 4. TMnE PLNS NAVE BEEN PREPARED P.ER REdULAT101S OF 71�ZOIO FLOWOA ftIILDINb LODE Ti�WdtlC OF ALL LONfRAGTORS 5k1ALL GOP'RY NUM THE A'1 WIND LOAD GNMT$ \� � i2EQ1Af�1�NT5 5E1 FOR1N IN iME AFORE�1T10t�D GODE.NO DP1/IATIOlS F17d�i TF�MbRK�MMI OR RFASONl1BlY 11�L1E0 511AL1 BE I7PiCERTAKEN MiHOUI 11� A-2 WIkD W�P At�OI14GRAl45 1 f T'� � ENGII�ERS MRIITEN L6N5ENT-AGOPf OF WI7GH YULL 8C PIUED WiH TIg CON57f31GTON OFFILIAL, S. NiY LHANGEi TO OR DEVIATIONS FFOM T�DRlWtlN65 SFIALL NOT BE W�DE WT11011f HAIT'IEN LONSBii FROM TIE ENGIA�gE. q'3 STRAP ANLHOR$PAGINb 1' GW�R7 � �r 6. TF�SE Dit/J'6N65 ARE 71E PRGpERTY OF TF�EN611�fR MV P L NOT BE U5ED YtlTF1Wf NIS GONSENT.DRAYIM'f�51WLL NOT BE U''aED FOR I�flR OF BUILDIN6 A-4 EYE AMGFmR SPAGIN6 GFIART PERMIT IRCE55 516t�D N�SEALEp BY Tlff ENGII�'ER t' 7. 11E OM�R AND 11g LOHiiNGTOR y1ALL HOLD�THE @16h�ft FROM AId�A6AIN5T ALL LIAB1Utt C.{A�hLS.OM�AGES.L095E5/V�El�Eli5E9 INLL.NDING � ��a � } LEGAL F�i AR151W GVf OF OR PE:LLTING FRQ9 ERRORS OR OMt5510?�M iFff P8iFO1340NGE Of TFE Y47ftK 8Y TME GOf1TRAGiOR A{.L YIOFY/11�MAiER1AL A-6 STRAP ANGHOR DETAIL5 �l p tr � ti 51W1 PffPr M R6QlIREI�MTS OF plL LOLAL.MU STA�E�'LDINS LODES.ThE DRAYdNGS 51q1 ThE 6Et�7AL ARRAN6El4M5 AND E�RENf OF THE h10fiK.A5 A-7 OPTIONAL NK.F10121N6 DETAILS ��t� y� Tlff HORK PR05itE'f�ES.lYE AMgR AHD T/�CG►ITRIiLTOR AT NO�%TRA GO5T5.SFV�Ll.IMKE F7pDIFIGATlOfiS TO MAKE Ti�PART5 ALIGN, � ,a ppCC ba. cartruc�oRS 5�+�u�uc am vewr�r ro.1.R.�w oirg►sror�nt�cammor�ea�Rra�vn+5 corg�rcnor+.r�5wu1.aEPOaf�wr viSCaEP�afu[5 to A-8 51RAPPIN6 ro SKiD �� 7}�EN611�ER FOR GORRCGiION PRlOR TO BE61t�HIH6 ANY WOR1C.ll�DISGOVBtY OF D15GR8�ANGIfS AFT�TI�B6GINdNG OF K7R1C YCLL BQ EIADENLe OF A-q ANG►IORING TO GONGRETE SII�B 1! F�LIiY YtORK A1�5�4�L1.BE TFE RESPOfY5181L1iY OF f�E LOfRRALTOR.DO NOT SLJILE DRNVNCf�.ALI.F6t1T1B1 DI!'�itOPS fiOJEFK �� b A-10 aK�►+OR SGNEWLE A� � �r 9. iNE Lp7iRAGiOR FOR iH15 PRO.ELT 5/1ALL INGJlDE ALL MA7ERlALS Atm LA80R RECi7IRED f0 COt�WLE7E iFE TOTAL PRO.EGT,il�GOARRAGTOR St1ALL OPTtONAl.P/1D� WRMSN M9 PAY FOR ALL HATERULLS�10015.EQAR'fflif.I�BOR WILIQI�RY,7RA115RORiAT101L lEAAT.YIHi�IRIUTIES.AND Nl 0�1�2 Fl�GfLlilES NtD � � ��ID��S�FE�D�RO�E7�Wf�f7 Ah9 G014'I.ETION OF TV�WORK 1M�@iE'iQ�SIiALL 8E TI�IHfBtPRETER OF 7FE LONiRAGT DOGR8R5. � t0. lf�OOfM�MS 5NOY1/W OVEfMH'10F 11�WOQK f�OARED 1R�Bt SH15 LONfR/1G7/V�RgA7kD REQ11p�FQ7T5 Ah'p Lp�IT1076 7NAT D'aLl IM�hLt TI� �8Y OAIE a: PRO.LGT.ALL ORNdNb5 AftE GO1"RIh¢NfARY,n�DRAWNCfi 6D�RALLY SHOW TI�IMF](7 OF li�OVERP�LL LOh�LE70TY A►m LONGEPfS 0F il�PFtD.KT.NN � i; GO NOi IEGEY�AWLY'�ION ALL pETAIL5 AI�LAmlTlpb. � 11. N.L I�YYI INIERlOR GONGRETE 54AB5 AND FAI�ATlpl1 YY�Ll.S AttA FOOiWbS SHALL NAVE 501L PCl50WNb M7DER h8i Ml7RK AND SNALL B2 INSTALLED BY A ,� UGEI�ED GONtRAGTOR ALL WORK SHALL BE GOhRE7ED M AGCORDANCE hCiH ALL STATE Al�D�AR1kElrt OF AGRIGA.TRE.STIa7G1URAL PESi CANtROI DwTE. DMStON ftEf�4LA4t0115�FCAES,flEFRtt�lONS N�RE�IRp�NfS. � ' .ID 12. Tff GQlifi/•LTOR SHALL BE R£5P�1`BLE FOA VERIFYIH6 Afm ITAM7NNIN6 ALL EbSTINb 5E78AGK5.EASE�gffS,flfm AHY DEEO RESTRK.TIONS. GK B/. TAD :• SLALE� 19. 11E GF1�RN.LONTW�GTOR 511µL 6E RE�.+POtEa�&.E(OR FIWV.LLEM{JP ATm 511A11 INGLUDE 11E 51TE.NN�7YE BUILDIN6. TI�B7fIPE PRO.KT��lV1LL BE LEFT M YiO.NO, 5I6-019 (; ��Eyl GIFIW GOImIilOil t � T f. B `/�� i,l�f�� a'1 ;mr-_ � 1 OF II C�TY OF ��,��-il'RHdL -�._ "�'L�NS EX,°-0�/PIP�I�F�_____—__�� ;�,"':��',�,�'::'�.�:ii�,c-.,��i�.� :;�;_�4 t _ ,; ,;f; ; ��-.�.J�_�'.'• ` ..�".�I .'��"'° '.11''j;�,',;:iii�l..i�i�',.� �'t �..:�i ..;f_ ..� !`�fi '„i . -!i ;' ii.i !�,. , .'1 � �-..:l;r,.r`��,��'l'.,,.,,., . •.- _i.,. .. i'.�?li'l. ' '��i=�'�,_. ., r� r� MI�RS 16P� MP� EacP. "C" .�, ��a�� - MUJFRS i�+ca MPN ElCP. 6 �� LQAD TABLE AD.NSTMENT LOAD yypRKING .�,. ��' ZOt�I� TABL� AD.R35'f ME�T GOMBtNATlOt� �RiCiNC� ZO� Pt'•.�5°dJR� FAGTORZ G�MBIt�lATi�ON �G�iURE�PSF) � �� PRE55URE� �AG70R FAGTORg �� ) FAGTOR a � i,`. A 5l.v {A Qg �b A 51.0 121 O.fr 37.2 � �t��d�$ :# g -t6,q t1! Ob -i?3 � � y B -16A I.O Db -ip.2 O � � . E •49B IZI Ob 35b d � I E -48$ IA Ob -�q,3 d �i F ''J�i.O t.Z! Ob -248 tp � �a h � :u F -3I.4 I.C? O$ -t5.2 � �� F � � ;: = R '� � �� {r Mt,U�RS 1�Qi MPH EXP. "G„ '" �"�� ` x MWFi�fi t�ta MPH EXP. E� pflM4q�� 7'ABLE AD.�35TMENT LOAD WQRKINC� TABL� RD,NSTMENT LOAD WORKIN� ��•� �s A. p%�.. � ZOt�lE s GaMBlhfATlC}l� ZONE PR�55UR� FAGTOR� Gf?M811�iAT1aN PR�S�SUR�( .• i��NSF•.,. '��. Ft2E55l1RE� �AGTOR FAGTOR3 Pi�55l1RE (P5F) FAG7'OR ' o aa2zz '* � A 33.i IA Ob �p,� A 3qA I.ZJ O.b 283 . * � � B -U2 IA O.b .6.^� 8 -i2A 12t O.b "4.A ±� TAT� �W r. t E ^32Z IA Ob -19$ E -31.3 121 Ob -27d %. S' � p.��: �': � s Oa1,.P �! `•; F -2t0 t,o Ob -�2b � -2bA i2� Ob -IH9 �i O�A�� ;� � ��,��ti��a� . l: , �, ti � Mt�FR$ ilt?� MPN FXP. "�+" Mt�RS 11� MPH EXP. °G" � TABLE AD.N57MENT �'p'� WORK{NG TABLE AD.NSTiM�1T ��'�`� WC�RIGING ZOt�i� t z GOMB}At,4T14N ZOAIE � GPM�INATIUN p FAG1'OR � �,�� ,� � A 24.f lA pb !49 A 24.1 121 4B !75 y c v et 6 -80 tA Qb -4b B -8D I.�I Db 'S9 �j��r� � ;; E -23.1 10 Ob -13.q E •23.1 121 db -16E Q � �j% � -is.� �o ob a.� � -�s.a E�� av -aro ��g�� !' �r � � � ��. � � I. SEE FIGtiRE 28b-t PAGE 303^�OS IN ASGE 7-i0. G 2. 5EE FIGUR@ 29b-!PA6E 3051N ASGE 1-10. � � �� f 3. 5E�5EGitON 2.4.1 IN A5GE'!-!P. � 4. DES(bN PRE�E5�St ARE$ASED DN htOR6T GASE DE516H G4NDITIt?N5 dF BUtLDiNGS FOR�II YECOGIiIES PER 10(O F.B,G. � r� a � � owe ar. .m f� LiK BY� T ,r� �} NO.N0� 526�01� f.* T. � � A-� , � � �r � ------_ - —....--- -- - -----�,, ,,' - ��;� � ;�. �;~;��,��:�; -� =��;=<, i /% '�` �.� :?'. _ ,,. , �. 11. ^3�� /` C� �' e�i "^;:�_�� (`�C O i�` (1. ��iib��n : I !.fPULItPII.IL+(!:if✓1 `�`��- � 1��'� ''� � :{�i p��, +I ! L �� I \I`�\[�)� � � l, �� , I ��i )'tl�� j � ��, ;� • i j � �/i'�:�� ) =�;��i� �; , i I i �% I � )t �'�r<c5'h I�j �/-� , C� w�,C.�,.� f�_ •f�', , /= j `':}n;,�< i ` ->t.. . `; ;., e- �:�!. c _ [::' f.ii�iti� . +=�! 105 �> . -:{� i��' � �'rl �UUIIN�� . � 11�� t � :\t , :� �/ 1�5 ,�"?.✓i:� � j/:.�i i- ' `��, A$ I�. ��hi , 1;�� ia:<`.. 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'1 n �rr.r.�un��r. ..a....��sa�.... 150 ° i . t�Y':;.` � .y' Ill��U�i�., ��.,..��..i.. r��.nnu�.a.m� '�,. . - - ' � ��:`+�;,`.}� c)��S�;.��- �7 : n.iw s.,.q�. . . ."� ;, - � Y .. �., �`>�' �''::� . � i\ . ..; :� I1 173 C._ �.r•f 17C �s� � FE- . :' � , f .f� F��:`�' � .7 " � +1� fi.`I�.'� `' _l�?� -..L'nik ! � . `\�,_,�� ; ' iCt:,,,.... . � -'s� Ti F.! _�»/i- � i `�'J � ;�r,_ :�: :>:, i ^'�_� " u:rr�ac�c..,.��ra:�[�_,...r:.�n. ..._.�9ri�v__...., ... .n,�...:cr�a- �ii;�,' I .(t n i� � —iir,i—' i � '_ _ _ ' __ _ �" _ -�5-_�'� I �>: -�j^ T[��,...� ';, ,p• '.551.''! ' I 1:�5 .:1:l:^ .I.r,u_. ..:C:'.. -i::^:C•Y:. "__"'"'____'"'___� "'_`_' I _ I .i �� 1 • SCNEDULES FOi� CsiaOUND ANCHOF?S W/ STRAPS ; �§a�� ANCHORINCs FOR UP TO Ilm M.P.H. WIND �PEED, EXP05URE "8" � �k'��$ BLDG NUMBER OF ANGHORS EAGH 51DE Q �� !' WID7H � io�-o• �s�-o• ia�-o� ie•-o• ie�-o° �o�-o• �a�-o• 2a�-o• �e�-o• 2e�-o• 30•-0• 3z�-o• � ��`�� srnur� � ', B'-D' 14'-10' � Z Z 2 2 2 3 3 3 3 4 4 p j � }_ 10'-0' IA'-6' 2 2 2 2 T 3 3 9 9 3 9 3 d �� II'-2' 20'-3' ? � 2 2 2 Z 3 3 3 3 3 3 � � ��'� ^; ANCNORING FOR Ifl T013�M.P.H. WIND SP��D, EXP05URE "B" � �� '� BLDG NUMBER OF ANGHORS EAGH 51DE ��,�,��„�� ' WIDTH ��I� 10'-0' I�'-O° 14'-O' Ib'-D' IB'-O' 20'-O' 2�'-0' 24'-O' ?b'-O' �8'-O' 30'-0' 3Z'-0' ��`��,, GEN•%f �� t; e�-o� q�-9• 3 3 3 3 3 a n a a a 5 5 q�`��'• , S�•��' ��' =*�: 0 3�222 :* } l0'-0' !2'-4• 2 Z 9 3 3 3 3 3 4 4 4 4 * �, - -- Fr II'-2' 12'-B' 2 2 3 3 3 3 3 3 4 4 4 q 'ro' 9�� [ATE OF ��Y - � ANCHORfNG FOR 131 t0 (bm MP.H. WIND SPEED, EXPOSURE "B" -,��• ��p+0•"••.• •,� '� "''�� ,a,;;;r``�� . r BLDG NUMSER OF ANGHORS �AGN SIDE � ,� ;: WIDTM M^'� �o�-o• i��-o� i��-o• ie•-o• ie•-o• zo�-o• zs�-o• 2a•-o• sv�-o• �e�-o• 30�-0• ��•-o• • i � �'� sPaura� �� b'-O' S'-II' 3 4 4 4 5 5 5 6 6 6 7 � - � '�� ''• i0'-O' 7'-5' 3 3 3 4 4 4 4 5 5 5 6 6 Q ; _ ? ANCFiORINCs FOR LJP TO 110 M.P.H. WIND SPEED,EXPO�IJRE "C" � �� g�� . � �' BLDG NUMSER OF ANGHOftS �AGH 51DE � T� WIDTH sPaa�r+� �o�-o� ir-o• ia•-o� ib�-o� ie�-o• �o�-o• n�•o• za�-o� sb�-o• 2e•-o• �o�•o• �z�-o• �: �� i; 8'-p° II'-1' � 3 3 3 3 3 3 ' 4 4 4 4 4 � $ � L i� �O'-O' 15'-O' 2 2 2 9 9 9 9 3 3 9 4 4 ,o �: � �� tl'-2' 15'-5' 2 2 2 3 3 3 3 3 8 3 3 A � � DA� :� ANCHORING FOR 111 t014m M.P.N.WIND SPE�D, EXPOSURE "C" � r BLDG �1�R OF ANGHORS EAGH 51DE y^ WIDTH s��l� 'o�-a• i2�-o° ia�-o• ib�-o• ie�-o• 20•-0• zz�-o• aa�-o• �b�-o• za�-o� 30�-0• $z�-o.• o�' , ,s; GOC BY� T B'-D' 6'-b' 3 3 4 q A 5 5 5 5 6 6 6 �, �p jr 10'-O' 8'-2' 3 3 3 3 4 4 4 4 5 5 5 5 �'�' �-0� 11'-2' 8'-2' 3 3 H 3 4 4 A 4 5 5 5 5 �� r "� A-� N�GkORS M15T BE PLAGED/�T EAGH GOR/IER A MAXIMJPt OF 6'PROM THE GORNER ' _ 4 OP 19 � , � �*��t �!�,� J YR}II�' Q�, ��! ;;, ��d�� , .d '�� d •.; � � s� a, o �� :� w �� . � � ,��,�r,,,,,� !; •`° PS•A• vi' . � �C4�Et7U�.E�-FOF2 �'sF20t�Nl� �4fi�i�:MOivfi I�UI �7R�fl� ,,.�'a?:. ;oE"s�,�- -, ' �*: 0 3<E22 :# E - : * : r ANCH4RII�lCs FdR 1�41 TO I6l9 M.P.N. UJING �vPEED,SXPC��U{� "C" ;po; r�r�,oF �,w �' BLDCa NUM6�R OF ANGN4R5 EAGH 5lDE �'.�`c�` <,,o q io Pr .c .,,� �......�� ., � r,,vc ' �P,",;'�,a�. �, � WIDTH spncrt� to�-o• �a�-o• �a�-o� i��.o• �e�-o• 20�-0• 2z�-c�• xa•-a� 2s�-o� aa�-o� �o�-o• 3z•� f ; S; 8'-Q' 8'-fi° 4 4 5 5 5 6 8 6 i 7 ? 9 � � '~ 10'-O' 8'-2' 4 A 4 A 5 5 5 5 6 6 `I 7 r� I!'-2' 9'-Z' 4 4 4 4 5 5 5 5 6 6 i 7 � � r. � � � �D �: . _ R5 MU57 8E pLAGEp AT EAGH U7RNER A MAXIN�1 OF b`FROt41}IE GORI�R. �` �� t� � � � ;: _� � �, �: � a�v ar oA,� <. � ,� Y J DAIE� Y` DFlt$Y� ..� cra r �.� �; M10.ND� BRb�013 s�r S: 1r1"dd � 4 OF 19 I I • ( I SGHEDULE� �c�R �YE AuGNOR�a W/`I" DE�►. BdLT � ��a�� ANGHORINI�FGR UP t0110 MP.H. WIND SP��D, EXP05l�R� "8" � �k'�� @LDG I�ttJNi�ER O� ANGNOR�a EAGH 51D� ��i. �� • 6 �,. WIDTH sPnci� �o�-ra� is�-o� �a�-o• �b�-o� ie•-o• so'-o• s�•-o• �a�-o• �v�-0• xe�-o• �cr�-o• �2�-0• � �� $� � 8'-O' t0'-7' 2 3 3 3 3 3 � 4 A � 4 5 Q �f$ � �� 10'-O' 14'-6` 2 2 Z 3 3 9 8 3 3 3 4 -0 d �� t' � �` !Y-2' 15'-5' 7 2 2 3 3 3 3 3 3 3 8 4 Q � vn� � T� ;;: ANGNORINC� FOR 111 T0130 M.P.N.WIND SPEED, EXf�OSURE "8" � �� t�UMB�R OF At�tGMORS EAGH 51DE t 6l.DC�a •.uuut,�. i. WIDTH '� �o�-o� i��-a' �a�-o• ib�-o• ie�-o° 70��0• ss�-o• 2a�-o• �v�-o• ze�-o• �ca�-0• �z•-o. ��.� S a. o��. + SPFeG1kG av�,<.Z;. 1pEN,ZF.,�+ �i,.�r � 6'-0' 4'-5' 3 3 4 4 4 5 5 5 6 b b Z o 34222 " 10'-0' b'-I' 3 3 3 3 4 4 4 4 5 5 5 5 �i4.� '* Pi • : •� Et�-2' b�-8° 3 3 3 3 4 4 4 4 4 5 5 5 =�� *r� ;+'t �` :9�. sATE OF '� � ANCHORIN� faR 13170160 MP�W, GfIND SP��D, EXPO�URE "6" ��'�'"'' � p''�'� . �, �a�tio. �. ?; - ��"�, tONq`ti�ti �: t; $��, �lUM6ER OF ANG#�ORa EAGH StFE , �. �� '� WIDTH �nu� io•-�• iz•�• ia�-o• rb•-o• �o'-o• 20•-0• 2a�-o• sa•-o• 26�-0• �a=o� 3a�-o• 3��-0• '` �' �� e�-o• 3�-z• a s s s 6 � 8 8 a q to ia y�. �° 10'-O' 4'-II' R 4 4 5 5 6 6 6 9 'I !! 9 q � ?�� It'-2' 4'-t1` 4 4 4 5 5 b 6 b 7 '7 8 9 � , J �m� ANCHORINC� F4R UP T0110 M.P.F#. WIND SPE�D, �KP05UR� "C" u �•� � , � $LDG T�iUMBER UF fWGl�1�R5�AGH SfD� � �� ^: WIDTH sPnu�r+� �o�-o� i2�-a� ia�-o• �6�-0• ie�-o• so�-o• 72�-0• s�•-o• s��-o• �a�-o• so�-o• 3a�-o• �� o �' 8'-U° 7'-8' 3 3 3 4 4 4 4 5 S 5 5 b 7� � � ;: lo'-0• to'-7' 2 3 3 3 3 9 4 4 q A 9 5 � � ;' !C-2• H�i' 2 3 3 3 3 3 3 4 4 k 4 5 � ANGHORING FOR III TO 14m M.P.H. IUIND SPEED, EXF'05URE "C'" `�'�` °�'� �� BLDG NUMBER OF ANGHORS EAGFf 51DE j' WIDTN s�nu� �o•-o� i�•-o• ia•-o� �b•-o• �e•-o° so•-o• sx-o• sa�-o• 26'-0•�sa�-o• 3a�-o• sx�-o• o°�' , sr 8'-0` 4'-0' 4 4 5 5 b b 7 7 8 8 Q A � ' T ; wa e� .�� 10'-0° 5'-4' 3 4 4 a 5 5 6 6 6 7 '1 '1 hp,wp, S�w�Ot! ' ��•-Y , 5'-5' 3 4 4 4 5 5 6 6 b i 'J l yffEs ANGNpRS M15Y BE PLAGED AT EAGH GpI7NER A MA)CIM1M OF b'FRCJT�TII�GpRh'ER. ' ��'* , 5 � � ~�� ay� j ��>il�d� �. �iv�� d�� : n �$� � � _ Q �� ;: � �� ,,,a� ,S�A,.��, . �` �aCHEDULES �Ok EY� ANCHORS UJ/ 1" DIA. SOLT •'' �' '- � �.,�d;. (aeFYSF•. y :, � . :*: 0 342T2 �* � = : * : � ANCHORING FOR 141 T0 160 MP.H. WlND �ED, EXP05URE "G" �;o�, IATE OF �-�� i�F� �U R 1�P'p�•`` '�� $LDG NUMBER OF ANGHORS EAGH SIDE ''�. ONAL��1�� Nruuda�� .'* ��,. WIDTH y�,n�ura� �o�-o• i�•-o• ia�-o• ib�-o• �e�-o• �o�-o• s��-o• �a•-o• �b•-o• sa�-o• 9a-o• s��-o• '� \ \ � 8'-O' 4'-0' S 5 6 5 6 7 ? 8 q 10 10 11 4• 1 I"� � 10'-O' S'-4' 4 5 5 5 6 6 7 7 B 8 8 q ' � Y 11-2` 5'-5' 4 5 5 5 6 6 7 7 8 8 8 9 a �j U m � ANGHORS MUST BE PIAGED AT EP�WI C.ORt�R A MAXIFIIM OF b'FROM THE GORNER ]L �� O � �� b � �� S � � � � � � � REV BY DAI! E� � _ DA1E� ..i �Wl Bri fr G9C � t SLdLLE� � NO.110. 516-019 . 5�T r IM��.� :� � 5 OP 13 � .,- �- - - - - .,� ;;,:;��r.,,��ti I �� r �"��+'� i � I' �LL�T Y1'?`f�� i:F:/{;'��,.i;Ft i��i��6'T-- n :�`•`P ,i,I , -:J Ei�GF ��+'�'. 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REFER TO GRDUNO ANGNOR SGHEpIA,E ON 5HEET A-10 FOR TIE DOYW EN6INEERIMb a5q141 �*t r.� DGVBLE SLOT 97RAP BUGKLE * :\ �; ANGHOR DESGRIPTION9 AHD 501L U5E GLA551FIGATIOtt�i "b2 , � I � AIB DE�TAIS �90�.� T�TE/OF�� T . t��'��p: �� i��t�` ,O �`��, ��' � +111tt 11��, �- � YIDOD OR STEEL 5T11D ` �" , � fnPIGAU OR STEfL 5ND \ � � !il'PIGAL) � Q „ REPER TO SGF�OULE5 SHEpT ER TO SGHEDULES 5►�EET � � '� A-2 FOi2 ANG1lOR SPAGING A-2 FOR ANGFiOR SPAGINb ,^� O F �- Z' 1/A-B FOR FRSTfNItKi VA-B F�2 FASTENING ][ ({�� - � --- �� FIN15H FIN15FI ;� � �: - -- - - � GRADE 1 �� m h . : : . ` � � U � OPfIONAL Ib°x 16'x 4'OR � 5�T�,�� (2)8'x 16'x 4'SOLID GAP '� - � � BIOGKS REFER TO � " SLF�`DULE OI!',�HEET SGF�DULE SI�ET A-!O � F r�v BY DAtE � A-10 FOR - I z 11Ll.!'fIDTfly ON 6RpDE REQUIRET@IT5 ALL Y'ODflf6 ON GOHG.PAD vERiiGA1 ANGkGR 1W STRAF�BUGKLE VERl1GAL AkGMOR W STRAF 6tJGKLE � s SECTION C v� � •� A-B SGALEi N.TS. A-B �,N.tO� � � i�v ri SGAL6 �': Y10.N0, S�bql9 `!�T r A-8 9 OP II 2xA WAtL SttiD ----..�y�� " sr �O 6A x I-I/4'NtlDE 5TW1P NIiH Cl'1} j ��>'�� tbd PW1L5 RtltttilNG FRC3M AtiGtiOR t7P P.T�,�M.10157 Q `R��}�� TNE MIALL 51UtI.REFER TO � SGHEpAES ON SH�T M3 FOR P.T.R.YWOOD $ a+u+oa sPACi� �.oaR a��t$4�� t�j�' 2x4 P.T.50LE P{.AYE LQNT. � � >' q, �� P.T.fLO�IR J015T 0 � $ � d td � ax�g.s.s�cip � � ��;�� FINISN . . , �� ; ' � � '11=1 I I ' ' • ` .. ; ' - � �� ~' r�enor�+n��or�i�o . , ... . '' �"—.�— . �---I I I.---I I I— �.��,,,,� �; BY TIEDOYQd ENGIt�EWNG wliH 5/B' , • • . .� •i- Y�6iEN EXI5TIN6 GOkGRETE PAD OF 3-V2'i5 �� S A, a i; x 7'HiLTt KYUK BULT 3 fJR StlGk',�ON lT—T�IT--!��—� �� 4�Z` t�E�S�f� ��i L St8'x b'SiTEN t�MOLIEI ADC?1TiOtil�1 8`iR�:R PIh�UNG OF T}�PN7 ��'�.�•' F�': �. aTHt7B260i0H 1^�STRAF'+NStAPPEP �_�(�—i I I-1 I I—�n+z��enRS�ana+iw�carrc�L ee . 0 94222 � PER MlW�FAGNi2ER5 ' � SPEGiFtGATlOk9 ARARtp 5LOTTED '' ��IN ORDER F062 T!�ANGFiOR 8p(.T =*�+ * ';* , iQ k7E EM�EDOED A MIN.C}F 5 3t4' �,�L • �� : �'t �9' YA7EIOF yW r. �d�. i .4�. � �,ALTERI�lATE ANCHORINC� nETAIL TC� 5LA�3 , � � , P: . �: �'�� °a��° ``� � �-a sc�u.e.Ua=�r-0. �•, oNA��;;�•,:.� , � ��nn�n�+/ r; �' � �: , FC i � �L 7:• ��, r, a� � � r, sPnurK,�a ��}�tt � g Gt1ART QN Y `� } �ET A-� BUILDINt+ �� "L � b WiBTH �� ^ � il �; 9TNRi # � � �� a � o o {�y gy oAfE f i ��1F� +' ("i�it2GRET� 't. .�e---•..��e 7. DA ,�i �aiAfti'RNLFlOR 5P?LlHtr P�LNART Ok af W 8't. �; NERE yliFfT A-3 �NEY, T ' YLD.N0: SNrOI� a�to sus �` z PLAN viEW 5'�` ��; n-� 5uo�,va•o r-o• �-9 :� w aF rr .• � ��p�w�� - - J �F>�� C:ROUND ANCHOR SCHEDULE OPtIONAL PAD SGN�DUL6 FOR ALL W1ND SPEEDS AND a �� , �� MODEL� PART� DESGRIPTION `"'�lL EXPOSUREg ��'� g Syo�� BLDG NUMBER OP PADS BY LENGTW UND�R EAGH SKID � �y� � � MI2H3/8 48'x 518'ROD WIiH(!)6'F�LIX 4A _ ��e� W�DT�'� 10'-0' 12'-O' 14'-O' 16'-0' IB'-0' ZD'-D' Za'-0' 24'-0' 26'-0' �B'-0' 30'-O' 32'-0' d � � ggg �' M�Z►Ci/4 ��4� 4B'x 9/4'ROD WITN(I)6'FgLLIx qp 8'-0' 2 3 3 3 3 3 3 4 4 4 4 4 � � u� � `��' 10'-O' 2 2 Z 2 3 3 3 3 3 3 3 3 � �� `� M I 4 4 3/4 S q 1�8 42'z 3/4'ROD N117H(y 4'F�LIX 4A �: II'-2• a 2 2 3 3 3 3 3 3 3 3 R � �� m M MI493/4 5R086 4B'x 3/4'ROD N➢TH W 4'HEl.IX 4A ��+��i� y M12Wi4 54250 'Jb'z 3/4'ROD WI7H(I)4'F�lIX,AW�h)b'N.ELIX 4A .��,,, AGEN��'F �4 �: ��`r. \ S�tC•.� y� �" �*.•' 0 34222 :* WA 54pb5 EYE ANGHDR-48'x 5/8'WITH(U b'F�LIX qn �'� . � �� - ' it WA 59045 EYE ANGFIOR-40'x 3/4'WITH p)6'F�LlX 4A �9��. ATE F/�� P N607 54094 60'x 3/4'V{I1H 01 7'F�lIX 48 �'4 F� �O p�IOP•••4,�• '� WA 5q040 EYE ANGFfOR-60'x 3/4'ibTH(11 8'i�LIX 48 VARIES ,,�� +�NA��a�,,� �� EXF�MtPI.E DRAWING IS 24b' � �/ � „ t+D�L� 1 � I. STABILI2IM(�PLATE ARE OpT1pNA�EXGFFT YO¢N REfJ�11REp BY LOGAL.LR15pIGTION OA AT � TF� RELOM�ATION OF i)�AkGHOR WItEIFAGTUf2ER M i}¢57ATE FOR h611GN T}IEY/V7E .,Y', USED.YPfEN STABILIZER PLATES ARE REG7UIRED IN ANGFIpWNb.57ABILIZ6i RATES SFIALL � 4 �� BE USED AT E/1GH AkGFlOR LQGATION.U5E ttE-DOYdJ PVEaItf�ERING PART e 5q28b pR E{ilJq�, r a [i 2. ALL APPItOVED ANCFIORS LISTED ABOVE ARE HANlFAGTURED BY T1E�EMGII�ERlHG, '-' � s �o 7: 3. TI�GONTRAGTOR MAY USE AN APPF?OVED EQI11VAl.ENt WITH AFPiZOVAI.fORM TF�EOR a DED FOR OR � � O� T GASE 501L GONDITIOMS,48.Y�fEN DETERMINING/11�HpR MpDR qrp 9plIGI►1G �+� S�HF.AR�WATLOL Ib'xlb'x4'LO11G.PAD OR(y 9'xl6'x4• �� rt� � i+ �d� BE PLAGED GOkG.PADS(TYPJ �� - n �� F�RE '; � ��_� 3� '` � sv�n � sr+� � � ';' 4zb SKID � � � I� � � -I -1 � � � REV BY DAi2 t i� ...�r Li U2 ��.Z'Sf�D YV 4 5KID5 �o �o �`� - - �-�o g OPTIONAL BLOCKINCs PLAN n.io sca�LE:ua•.r-o• cw�er, J 16x16 NDMNAL PAD (Zl Ibxb NDMiNAI.PAD5 I. GONGRETE PADS ARE OPfIdNAL. ��' " i DET�41L s DETAIL s. wr�io►+s sHOwr nr�oror�ruu.. Ko.Ho, s��-a� � A-10 5Gp1�:1/2'e I'-O' A-10 ,I/1'■1-D' �� C�11RED 111N.(4)PER BU1LDIkG.(I)AT EAGH GORNER SFIEARW/�LL(5W0). � 4. REFER TO SGHEDULES ON SHEfT A3 E A-4 FOR ANGkOR SPAGING AND SGHEDULES ON 5�T THIS SNEET FOR OPTIONAL PAp LOGATION. � 5. SPAGE OPl'IONAL PADS EGVAtLY. A�,� t`: �- 11 OF It 1�. STATE OF LORIDA DEPARTMENT OF BUSINESS & ROFESSIONAL REGULATION "License eRcientfy Regvlate/aJAy." RICK SCOTT Govemw May 25, 012 Steve Perry Weather King 1221 SW Eaculyptus Ave Arcadia,fL 34266 RE: Manufacturer CeKiflcadon,I�MAF-9749; Expiratlon Date:May 25,2015 Dear Steve Perry It Is my pleasure to inform you that Weather King,tocated at 221 NW Eacalyptus Ave,Arcadla, Fl 34266,has been approved under Che Manufactured Buildings ogrem,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds for instaliation in Florida. Construction ar modiflcation on a manufactured building cann begin until the Third Party Agency has approved[he plans In accordance with the current florida uilding Code. Your Third Party Agency Is a contractor for the Department and has statutory a thority and responsibilities that must be met to maintaln approved status.You may expect an demand quality plans review and inspectlons. Each Code change will make your plans obsolete untll they ha e been reviewed,approved and tndicated[on the cover page of the plans]for complfance with e Code by your Triird Party Agency for plans review.Please ensure that your plans are In complia e and are prope�ly posted on our website.All site-related installadon issues are subject to the lo al authority having jurtsdlctlon. The DepartmenYs contractor will make unannounced monitoN g vtsi[s at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance wfth � the rules and regulations of this program. Your certificatlon Is approved for three years from this date.Y u wfll recelve a renewal natice by Email generated by the BCIS(www.floridabuildina.ora)for onll e renewal.If you have quesUons you may contact me or Leola Baldwin at 850-921-0956 or our AX at 850-414-8436. Please visit our website at www.floridabuildtng.ora to see valu ble information on the Fior(da Manufactured Butldings Program.A copy of this letter must ac ompany applicatfons for local buiiding permfts. Since efy, �� Robe Lorenzo Manu actured Buildings Program cc:National Design and Inspecdon, Inc. 266b SHUMARD OAK BOULEVARD • TALLAHASSEE. F� 32399-2100 850-488•8488 (p) • 850-921-0761 (f) • We b s i t e: www.dca.stete.11.us • .co�urur vwM+wc u aae�tv) �ao+e�o�oo m. ' •HO{731N6 ANO C�AMUNT'DEVELOPMEN N'W{F7/6{(p� 660.8i2d67J(q� r �� I�� I� (�� AR�A�OR APPIaOVAI� �tAF9�6 �160 WESTBROOK ROAD -- HIGKORY, KY 42051 U�« �l^iz°��PlanNo. d2G••0��` ,j„ Apyr ed R9--�...(T..L��6�r ... ,< �,O�T�� 4�N �M�S� �l.�4N� �,��u,M�.n�� :f, Afod 1'dNII/IIIkjPIflI41L�18111I11KI�OtWECi1'{LQCCOi5g7p!�1 r� W/ 51D� PORGH 160 MPH F STATE OF ��.ORIDA " �d61GN CRI7QRIA aM6�T �I�t ' �py,�,qp�.�„�ro,nnoa �a I. WINv VELOCIIY 160 M.P,H. 5HEET NUMBER 5HEET TITLE �o��P�►`�'�""'o �'+ Z. 6UILDIk6 GATEGORY I �E 9. WIND EXP09URE G '��. �,G GI �py�yg� FlorWi Wmfiuturon B�a 4. INT.PRE55URE GOEFFIGIENi 3 O.IB 11ct�nd aAoqod CMen and � U2 YUNOWAPIN6 Adtantotlietolbr��pcmuU: 5. ENGLOSURE Gl.ASSIFIGATION ENGLOSED �tlon rypo ��_ �� b. BA5ED ON HEIGHT 19 FEET � � �� k '1. OVERHAN6 NO G-4 FA5iE1ANb 5GI�E ��Y , 8. FLOOR DE51GN LIVE LOAD 50 PSF � �'' P��'�� HNd vwoN��.__' :�, ' h FLOOR DE51GN DEAD LOAD 4 PSF Gb FlSiENIN�ScFFnIRE iko RMh6 vi ExL Wru� � 9. ROOF DE516N LIVE LOAD 20 P5F ; low•Ftoo�At� �+r_ �.�'_� �v; �:o �es �+-I FRAMING PV�t�i t'U ROOF DE816N DEAD LOAD �� i� Allow Fbor� %?' 10. WN.L DE51GN DEAD LOAD 9� f '�o '0S ^_� II'-2'ROOR AND FW�MING ApprwdDaN �2 2 II. GONSTRIIGTION Tl'PE 3 B �a o uo PLAtS p�� 12. BUILDING OGGUPANGY= U '— . , ��IN6� Ap4roval d �Cooa�� i uo �A SFFARYIALI GNART AuNplic a Appmva inr DeWal ��a - j ' �'�'='), /« FiomtMrJWxWnenuol�ppllceW 19. FIRE RATING EXT.WA1.L5 � � ..T';,,4:j-^ A-M1 EN�WN1.FRMtIN6 g��„� .".i 14. ALLOYIABLE NVMBER OF FLOORS . 'so i�o �p • • ��li�-�.`i:._•', i3 ^_5 5�oF.Y1AlL FRAMIN6/ IB. THE CANIRAGTOR/MANUFAGTURER MUST ? °� `.�E�TION � GOMPLY WI7H THE FOLLOWING GODES AND j �� t',� i o q{, ��pR gty�T��, ��P�+on Ille et NOl haadqwneB ;.� HI.L OF THERE AMENDMENTS/�.AA'('LEMENT5� t i�e _ �I,; -;:i ^� �A��S 's -F40RIDA BUILDIN6 GODE 2010 � '�:.°�:'�",'••., "'" -; .;� �-=��:�. �� MB DtTAIL5 k � .,Y��.�pp�N..,....��.,.., iao � _ _1- i° A9 PErNLS � i .�r,,,�. I_��:'.,�. _ is A-10 PORGH.OETAILS ' ;� � '^� .,N,..r.W..'.,.'.'�'. yy A•II PORGH�5EGTION i � ' a '1. ]60• •b � .n �..�i. ,�ur...rv�u, `�_. 1: j 170 1)B Y, � ayq.P ;L � 3 .: j ar++a�exsw�mn>s�nctr.,.onuiiteirz��wmivv.a•ma:womu�n�:ervn�e i7 � _S �� UIeROwIeYCFto[OW—oYaonn ;,i: ,,��pwuu�� REV BY DATE DESGRIPfION h THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA elJILDING GOD�,BUILDINC�,� ;��,__ ' GUST OF 160 MPH. ;i; " tl-�OM�� A. DIXON P.�, W6ATWER IGINU �OIaTA�LE BUILDINCsB �*; �.,� on,�, �v��2 SHEET a � LOF'fED BARN WOOD SHED F'Ll�N{^U 51DE PORLN / .,,,,.-,y DRA➢VN BY� JDA r� ALp 30631 MSu 19034 K5u 21198 DIXON ENGINEERING,ING. �60 Y�57HROOK ROAV �-p� _/'�!��:��) ': SGp 21`}i2 NGp 035QB5 GAp 03431i 5Tf3G1l�L BY�If�iING F1m ItSPEG110N-COA 8195 HIGKORY,KY 42051 %9% gT'7'E p l ,�yS LI$GKEp BY, TAD �� 1 ' YNp 071936 TXu 104359 MDp 40905 10410 MAIN STREET Bbb-q7�-6M10 �O•.�,� � � ;+�w�C r u PAp 079009 VAM 0455q3 1HONOT05/ti55A,FL 33592 `.��-E� A5 NOTED _ TNu 112161 FLW 94222 VOIGE�81�-982-9885 FAXi 813-982-2306 �i�Y��F��T � ��rsS%��'R'��, W.O,NOi 526-014 � OF Il � �nnn� .. I � II AIZ�A KOIZ APPROVAI.�'PAMP6 O O � O � O OO >v...,...,o ,,,.�, ,.,..,.,,,.4 �.., .>�� , ��.,.,.�..,� ' .�w�,�ff�,�>�«�.�. i.{ w»..>. .;�, ,,, ' vGMM1�C�Wuf•M�ooM,Caoi4tOYM�tM W o WOPw �i� ,� \ i3i ' �m ' 1a�,. � f!3 �n ,o� u. �ns � � �ie mi > >o L D .i�� uo Oak � 5� �v � � ,�. �o , „� MnnNn. SZ6••Gl�/ i a �a R , .��r u� u > >0 4PY'i �en By ��ii�{{4',c�,_„_ ;{ � Q � i w ue > > o u m .a.� ISiChOrd 1.�Ilulloctc -V"....- , i, \ � uv a� a� an v u� nfoe or UnitUln;Plone Rrominer Florltlq Csrlklkqfc��. f;j,' � � .uu s w �.� . w .0 S1 GORIBi\ O GASE B /�� LASE A � x,.,� 'p bMwW��ntrm«nUw�YM�w W Wdm�MFU��dn�4eA��.4�u.�1�b1 fJ �nuad.tl W b..��PraNnw � WIND LOAD MAIN WINP FORGE r.M.,��,.,�..,,t�.��..,�.,.�e.i,,.«<.a....m..iw„rt,u��..Pw..� r PRE55URE pIAGRAMS ""'•.,.."•.."•,.�"°"�" �opwun�wfa�nm N��ala�ai��vJy��ea fe.W.�wn�Mlhd�t.n�smnib.uuVM1min p.m..�nw.a i4 LR.i�wW�PM�M,ae�,+IbLay.tlfvN�4lraU�du'uVe�u�� r.tb'cmuemJO..a�4anram�n�4m��w••�••fu�.M1�eWm�ntYaUN1N[ldo �� _ _ — _ O[BOxN10{010/�1MIneVrtNOOlWCtafevNtOx1�n110 u u u u '9 �j—,�- ��,�T �f T ��o ° �I „��u�� . „R... �,o„� a 3 O 3 3 : O H , �„ .� ,.�� 6; G eu ae� .un .u� .�i n� e �u ua I .� � u �o� �r� .wa , q; � oa aw .us •� lab�f ssi 1�• 19 N.� l, -�ll i' Wa�] f!) lIa �19 N! i4 -tAl II � e O � �WH+�IarwW�anOaaN�xcwwWnAl�Nwpu+taM1nWwMpe � �� a1r�WysmWa�tawu{tta��f.nmrwnowlWpnvnuWa+nieavmi�Ya/ynasll I f � ...H.�au,a.euxm9,..o.o � O 2 OI 2 2 OI 2 �e�,��o�;.a:�"a'a.�w%�,�.ti,"Wa��Rw�+� �.�w�..� w�naa�.a e^•o �.vwvo.mwAM�.m�.... �u u.T.wmn�...a.a.mds��wn„.eown..e�m..�..a�a ..,m..onm..Jw�d4o. µo ,.�.nmhm.�ne��er.�aa�c :4 O O O `�NPnMN:��um4iknm�wmnl��ra�lbm�a I I � O I Y " � � � p i � '`�,l � v� 3 2 ' 3 3 : 2 3 I � 'k ' �.� WIND L.OAD GOMPONENT AND GLADDING yr�ND LOAD GOMPONENT AND GLADDIN[� i; kNALL PRE55URE DIAGRAM ROOF PRE55URE DIAGRAM ~ �� REV BY DATE DESGRIPiION :� �S' THESE Pl.ANS iNERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINC�. �,�9�1� � D GUST OF 160 MPH. ° .p ^c /� �/ WEAtWER kING PORtABL�6UI6�DIAICvB �*? -�—� DAlE� iVa.�2 5HEET I H OM M�M 7 Fdl. D I/�ON� P.�. LOFTfD BARN WOOD SHED PLAN YV S1DE PORLH ,/��.�'' �; ALM�063'I M5�19034 K5p 21190 DIXON ENGINEERING,ING. �bp y�57eRppK pDp,p �.a� 't •^�`f�� DRAhP7 BY� JDA /� ;; $GM 275A2 NGa 035N85 GAp 034311 51fvG1UtA1 EN61tffit1NG Alm III�ELTION-GOA 6(95 HIGKORY,KY 42051 '1��. ST �"OF�•�/�� GHEGKED BY� TAD ��1 �' NNa 011936 TXq 104953 MDA 40Q05 10410 MAIN SfREET 8661177-(i44o �O•. ��[/-2 PAp 079009 VAp 04XA3 1HONDTOSA55A,FL 33592 �'`�c i, p a-"�; 5GAL6 A5 NOTED i=. TNM 112761 FLp 34222 VOIGE�813-982-9885 FAX�613-9B2-Z.906 WIND I.OADINC� � �� , '�i`S'S j" C��O� W.O.NO� 526-014 2 OF Il mnu� I GENERAL NOTES AR�A�OF�AF'PROVAI, 6Td�P1P8 �� ' I, THIS STRUGTURE WA5 DE5IGNED IN IN AGGORDANGE WITH TNE 2010 FLORIDA Bl11LDING GOpE,BUILDING(F,B,GJ I 2. ALL MATERIALS AND LABOR 5HALL BE IN AGGORDANGE WITN THE ABOVE GODE AND ALL OTHER APPLIGABLE LOGAL GODES AT THE TIME OF MANUFAGTURE. 3, WRITTEN DIMEN510N5 SHALL TAKE PREGEDENGE OVER SGALEp DIMENSIONS. 4. THE FOUNDATION PLAN IS A SEPARATE 5ET OF PLAN5 FOR APPROVAL 6Y LOGAL MUNIGIPALITIE5. 5. EXTERIOR DIMEN510N5 GAN VARY BETWEEN LIMITS SHOWN AT 2'O,G.BUT MEMBER SPAGING 5HA�L NOT EXGEEp LIMITS AS INDIGATED. b. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA USE GATEGORY UG4B(GROUND GONTAGT,HEAVY DUTY)� 5KID5 ;,` 7, ALL THE POLLOWING LUMBER SHALL BE PRE55URE TREATEp IN AGGORDANGE WITH AWPA USE GATEGORY UG3B(EXTERIOR ABOVE GROUND,UNGOATED OR POOR ,.i WATER RUNOFF)� FLOOR J015T5,PLYWOOD FLOOR DEGKING,AND EX7ERIOR RATED WOOD 5TRUGTURAL PANEL 51DING. �� 8. LP TOPNOTGH 5UB-FLOORING 19/32"MAY BE USED IN LIEU OF PRE55URE TREATED PLYWOOp PLOORING, - 9. P.T PLYWOOD FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 18"ABOVE GROUND 5EGTION 2304.11.2.1 FBG 2010. k." 10, ALL FASTENERS AND GONNEGTORS IN GONTAGT WITH PRE55URE TREATED WOOD SNALL BE HOT DIPPED GALVANIZED(GI85)OR STAINLE55 STEEL. � II. ALL WINDOWS NIITHIN 24°OF DOORS,AND ALL GL.A55 IN DOORS SHALL BE SAFETY,TEMPERED,OR AGRYLIG PLASTIG SHEET. s 12. FOR ROOFS WITH ASPHALT 5HIN6LE5 AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 5NALl.HAVE A DOUBLE UNDERLAYMENT APPLIGATION A5 RERUIRED IN � AGGORDANGE WITH SEGTION 1501.2,8 OF THE 2010 F.B.G. ji 13. UNDERLAYMENT SHALL GONFORM WITH SEGTION 150�.2.9(ASPHALT SHINGLES)AND 150�.4.5(METAL ROOF PANEL)OF THE 2010 F.B.G. �' 14, ASPHALT SHINGLES SHALL GONFORM WITH SEGTION 1501,2.5 OF THE 2010 F.B.G.ATTAGHMENT OF ASPHALT SHINGLES SNAI.L GONFORM WITH ISOl,2.l OF THE 2010 �ic..��L2 _�Plan No.�G�_ � F.B.G. �vrc�ny .j�,�,�/ r: R; 15. FASTENERS FOR ASPHALT SHINGLES SHALL GONFORM TO SEGTION 1501.2.b OF THE 2010 F.B.G. --. �^� 16. TIE-DOWNS SNALL MEET THE REqUIREMENTS OF ALL APPLIGABLE GODES. P,Ieli�rA L.Bul(ock ' � Il. THESE PLANS HAVE NOT BEEN DE5IGNED FOR HVHZ REQUIREMENTS A5 5ET FORTH IN THE 2010 F.B.G.OR FOR U5E AS A GOMMERGIAL BUILDING, °�da�'��u�t��vinc�nmminc��7orld�Gt��.Rcek9msM� ''' 18. THE GONTRAGTOR SHALL BE RE5PON51BLE FOR VERIFYING ALL EXISTING GONDITIONS. " 19. THE GONTRAGTOR SHALL BE RESPON5IBLE FOR DELIVERY AND PLAGEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND IT5 i GOMPONENT PARTS. '' 20.NO FIELD REVISIDNS TO ANY STRUGTURAL GOMPONENTS OR DEVIATIONS FROM THESE DRAWINGS SHALL BE MADE. � 21. 7NE OWNER AND THE GONTRAGTOR SHALL HOLD HARMLE55 TNE ENGINEER FROM AND AGAINST ALL LIABILITY GLAIMS,pAMAGES,L055E5 AND EXPEN5E5 '� INGLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMI5510N5 IN THE PERFORMANGE OF THE WORK BY TNE GONTRAGTOR. �� 22.SEGTIONS AND pETAILS ON THE DRAWINGS ARE INTENDEp TO BE TYPIGAL AND SHALL APPLY AT ALL 51MILAR LOGATIONS,UNLE55 OTHER SEGTIONS AND DETAILS s; ARE SPEGIFIGALLY REFERENGED. �q 23.REFER TO SUPPLIED FASTENING SGHEDULE FOR FA5TENING BASED ON GONNEGTION AND LOGATION OF MEMBERS AS PER 2010 FLORIDA BUILDING GODE TABLE � 230q.9.1 UNLE55 NOTED OTHERWISE, (� D 5 G ED FOR P SMART5IDE REGISION PANEL 51DING LP SMART5IDE PREGI510N LAP SIDING SHALL MOT BE USED. 25.FASTENERS IN LP SMART5IDE PREGI510N PANEL SIDIkG MU5T NOT BE INSTALLED IN PANEL 51D G GROO S T � PANEL SIDING GROOVES OGGUR AT GUT EDGES OF THE PANEL 51DIN6. .�� 26.REFER TO THE IGG-ES EVALUATION REPORT E5R-1301 FOR ADDITIONAL DATA AND SPEGIFIGATIONS OF LP SMART5IDE PREGI510N PANEL 51DING. 2l.MAX OPENINGS WIDTHS MUST GOMPLY WITH DE51GN RATI05 A5 PER AN51/AFdPA SDPWS-2008.BUILDING5 HAYE BEEN DE5IGNED TO HAVE ONLY OPENINGS WITH � MAX WIATH5 EWUAL TO TH05E IN THE ENDWALL 5HEAR WALL GHART. �t 28.AS PER SEGTION 553.11(10)(h1,FLORIDA STATUTES,STORAGE SHEDS THAT ARE NOT DE5IGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF'120 � SQUARE FEET OR LE55 ARE NOT REQUIRED TO GOMPLY WITH THE MANDATORY WIND-BORNE-DEBRIS-IMPAGT STANDARDS OF THE FLORIDA BUILDING GODE.IN � ADDITION,SUGN BUILDINGS THAT ARE 400 SQUARE FEET OR LE55 AND THAT ARE INTENDED FOR USE IN GONJUNGTION WITH ONE-AND-TWO-FAMILY RESIAENGES ARE ;� NOT SUBJEGT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDIN6 GODE. 2Q.BUILDINGS HAVE BEEN DE5IGNED TO HAVE ANGHORS DIREGTLY ATTAGHED TO ALL FOUR GORNERS OF THE BUILDING TO RE515T TENSION FORGES FROM LATERAL '� WIND LOADS,THIS DE516N GONSIpERATION MUST BE MAAE BY INSTALLER WHEN ATTAGHING ANGHORING SYSTEM TO BUILDING. �� 30.UNLE55 NOTED OTNERWISE,ATTAGH ALL MANUFAGTURED PRODUGTS IN AGGORDANGE WITH MANUFAGTURERS SPEGIFIGATION5, ii SITE IN5TALLED ITEMS • NOTE: j� NOTE T}1AT 7HI5 LIST DOES NOT NEGE55ARILY LIMIT iHE ITEMS OF WORK AND r; THIS BUILDING IS NOT DE5IGNED FOR HUMAN HABITATION AND DOES NOT MATERIALS THAT MAY BE REQUIRED FOR A CAMPLETE IN5TALLATION, ALL � HAVE RUNNING WATER OR SANITATION SERYIGES,THI5 BUILDING 15 51iE RELATED ITEM5 ARE SUBJ�GT TO LOGAI.JURISDIGTIONAL APPROVAL. �, DE5IGNED AS A UTILITY SHED TO STORE LAVP!EQUIPMENT SUGH AS � WNEEL BARROWS,GARDENING SIJPPLIES,FLOWER POTS,AND �,7HE GOMPLETE FOUNDATION SUPPORT AND TIE-DOYA�5Y5TEM. GARDBOARD BOXES WITH VARIOUS SMALL ITEMS. 2,RAMPS,STAIRS,AND GENERAL AGGE55 TO TNE BUILDING IF NEGE55ARY. �i� 3.GUTIERS AND DOWN 5POUf5 ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INGHES HORIZONTAL PROJEGTION EXGEPf FOR GABLE END RAKES. +�, ��t�� REV BY DATE DESGRIP710N :r ��' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ.,� �;�q�l � � D GUST OF'160 MPH. ;i � tI�IC��'id�S �. DIXON, f�.�, w��rbeR�iN��o�ra��.� �ui�cin�� *; •*_ oA�, ��n2 SHEET �. LOF7ED BARN Vi00D SHED PLAN W/51DE PORGH ; _'j�J,�2�.��"'&" DRl�NU�7 BY� JDA Al.0 30b9� MSd 19034 K5p 21198 DIXON ENGINEERING,ING. ibo y�,lgRppK RQqp �-p; Q� /� ' 5Gp 275�12 NGb 035q85 6Ap 034311 S1RIX1lFEA1 ENGIl�WNG Ai�It1�fiGTIpN-CAA 8195 HIGKORY�KY A�051 :��, ST T E O F :u/� Lf�GKED BY� TAD (I r� ' WJp 011936 TX�104353 MDN qpq05 10410 MNIN 51REET 866-91�-6440 :O'.,� ,��. r � PAN 01900q VAM 045593 1Fi0NOTO5A55A,FL 33592 '� SGALE� AS NOTED TNu 112761 Flu 34222 VOIGE�013-9B2-qB85 FAX�813-9822306 NOTE� ��i`cSj�"�"��C��`�� WA.NO� 526-014 3 OF Il re��m�� a�o�sPP�ov�� BraMp� ' �r�i�7 I �Il��I�� l,Il°1��fl�.� , GONNEGTION FASTENINGQ�k LOGATION i I.J015T TO 51LL OR GIRDER 3-8d GOMMON(2 I/2"x 0,131") 3-3"x 0,131"NAILS TOENAIL �° 3-3"14 GAGE STAPLES 4 2.BRIDGING TO JOIST 2-8d GOMMON(2 I/2°x 0.131") _ 2-3°x 0.131'NAILS TOENAIL EAGH END '�'��", 2-3°14 GAGE STAPLES ;' 3.50LE PLATE TO J015T oR BLOGKING 16d(3 I/2'x 0.135")AT Ib°o.G, � 3"x 0.131"NAILS AT 8"O,G, TYPIGAL FAGE NAIL 3'14 GAGE 57APLE5 AT 12"O.G. �N, 4.SOLE PLA7E 70.1015T oR BLOGKING AT 3-Ibd(�I/2'x o.135')A7 I6"o,G. �a BRAGED WALL PANEL 4-3"x 0.131"NAILS AT 8"O.G. BRAGED WALL PANELS �arc.�.� � �Z Plen No. 2 G`v/`� s� 4-�"14 GAGE STAPLES AT 12"O.G. `�--- ^� +vvrn,�a ar-----•-f�a.'�:�1s4a:�� ` 5.TOP PLATE TO 5ND 2-16d(3 I/2"x 0,162") Iikb�rA 1..Aulloek � � $-9"X 0.��"��5 END NAIL �tothderl�ul41ln5PImuP.s¢miner?lorldaCxflQtak9�7 � 9-3"14 GAGE STAPLES �ri 6.STUD TO 50LE PLATE 4-8d GOMMON(2 I/2"x 0.131') ,li 4-3"x 0.131°NAILS TOENAIL h 3-9"14 GAGE STAPLE5 •r: � 2-Ibd GOMMON(3 I/2°x 0.162') ,i .� 3-3"x O,I�I"NAILS EWJ NAIL � 9-�"14 GAGE STAPLES � l.DOUBLE 5TUD5 Ibd(3 I!2'x 0,135')AT 24"O,G, ! 3"x 0.131°NAILS AT 8"O.G. FAGE NAIL � ; 9.DOUBLE TO PLATES Ibd(9 I/2°x 0.135°)AT Ib°O.G, � � 8"x 0.131°NAILS AT 12"O.G. TfPIGAL FAGE NAIL ��ta 3"14 GAGE STAPLES AT 12'O.G. }'i 8-Ibd GOMMON(3 I/2"x 0.162") � 12-3"x 0.131"NAILS LAP SPLIGE ''�� 12-3"I4 GA6E STAPLES � 9.BLOGKING BETWEEN J01575 OR RAFTERS 3-8d GoMMON(2 I/2"x o.131') u . TO TOP PLATE 3-3"x 0.131"NAILS TOENAIL � � 3-9°14 GAGE STAPLES i;; 10.RIM J015T TO TOP PLATE 8d(2 I/2"x 0.131°)AT 6°O.G. �{ 3'x O.I�I"NAILS AT b'O,G. TOENAIL .� 3"14 GAGE 5TAPLES AT b°O,G, , �� II.TOP PLA7E5,LAt'S AND INTERSEGTIONS 2-Ibd GOMMON(3 I/2°x 0.162°) ` 3-3"x 0.131"NAILS FAGE NAIL � 3-9"14 GAGE STAPLES 's1 12.GONiINUOS HEADER(2)PIEGES Ibd GOMMON(3 I/2"x 0.162") Ib"O.G,ALONG EDGE _� r? (GONTINUED) ,�� ' �� REV BY DATE DESGRIPTION �° THESE PLAN5 WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIPA BUILDING GODE,BUILDINC�,� •;�1q'Fi� � D GUST OF I60 MPH. �s tf�OM�a �4. DIXON fi�,�, WEA?NER KING PORTABLB BUILDING3 �*; ° � '�_ �n�� u�z/iz SHEET �� / LOF7ED BNtN WPOD 5HED PI.AN W/51DE PORLH � ; '�� /v DRMNN BY� JDA I ? q�M�pb3'I M5�14034 K5N 21196 DIXON EN6INEERING,ING, 76o VgSiHRDOK ROAV �-0: _.____ „�^, SGp 27592 NGp 035AB5 6Ap 034311 S1FVGTlRF1 ENGINffi21NG AId7 @CPEGTION-COA BI45 HIGY.ORY,KY 42051 '1�� STA E O F '��W� ��D�� TAD � 4 ylyM p71936 TXp 104353 MDp 40q05 10410 MAIN S1REE7 ebb-971-6440 :��•.a - -.'=�: SG,q�E� A5 NOTED �a� u PAM 07900q VAp 0456A3 TH�NOT05A55A,FL 935q2 � � � ,Y' TNp 112761 FLk�4722 VOILE�813-982-q085 FAX�813-982-2306 FABtENINCs BCNEDULE ��4 SS%��""'��•�GO� W.O,NOi 526-014 4 OF Il 'I • mn�� AREA FOR APPIZOVAL S'tAMPB . ��45"��NIN� SC4��1�U�.� GONNEGTION � FAST�NING°�k LOGATION 13.GEILING JOISTS TO PLATE 3-8d GOMMON(2 I/2"x 0.131) �%� 5-3"x 0.131°NAILS TOENAIL '; 5-9"14 GAGE STAPLES .+. 14.GONTINU05 HEADER TO STUD 4-8d GOMMON(2 I/2"x 0.191") TOENAIL �, 15.RAFTER TD PLATE 3-8d GOMMON(2 I/2"x 0.131") � 3-3"x 0.131°NAILS TOENAIL - 3-3°14 GAGE STAPLES 5 Ib,I"AIAGONAL BRAGE TO EAGH 5111D AND 2-8d GOMMON(2 I/2"x 0.131') � PLATE 2-3°x 0.131°NAILS FAGE NAIL .a � 9-3"14 GAGE STAPLES � a 17.BUILT-UP GORNER 5ND5 Ibd(3 I/2°X 0.135°) 24°O.G. �"---�� t—Plxn No.y'�d_/![.:_. �°x 0.131"NAILS 16"O.G. vw•��a ny._.,___/�.�;u�,� � I;Icl,a�d I,.@ulloct� �. $"14 GAGE STAPLES �b"O.G, d�dWeriiuUAln3PImuP.smulner}7orWnGalkAtak9Il7.�s � IBA,BUILT-UP GIRDER AND BEAMS 20d GOMMON(4"X O.Iq2°32°)O.G, FAGE NAIL AT TOP AND �� 3"x 0.131"NAIL AT 24"O.G. BOTTOM STA6GERED ON I ��.,, 3°14 GAGE STAPLE AT 24"O.G. OPP051TE SIDE5 }i 2-20d GOMMON(4"x O,Iq2°) FAGE NAIL AT ENDS AND AT �? 3-3"x 0.13P'NAIL EAGH SPLIGE � 3-3"14 GAGE STAPLE 19.GOLLAR TIE TO RAFTER 3-lod GoMMON(3"x 0.148") ' �' 4-3'x 0.131"NAILS FAGE NAIL � I � 20.ROOF RAFTER TO 2-BY RIDGE BEAM 2-Ibd GOMMON(3 I/2°x 0.162") �i 8-3"x 0.131"NAILS TOENAIL OR FAGE NAIL '� 3-3"14 GAGE STAPLES '��, 21..1015T TO BAND.1015T 9-Ibd GOMMON(3 I/2"x 0.162") �; 4-3°x 0.131'NAILS FAGE NAIL h 4-3"14 GAGE STAPLES L (GONTINUED) Y} a �; p L :� N � r1 � �� _ lj V �' �� REV BY DATE DESGRIPTION ��' THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ.,� �11�f�1� � D GUST OF 160 MPH, :t " t�l OM�v �. D f XON P.E, UIEATHER IGING PORtABLE BUI{.DING6 ?,t: :*� vn�� iVz��z SHEET '�' � LOF7ED BARN WOOD 5HED PLW W!51DE PORGH � � ( 'J-�/ ` ALp 30b37 MSU 19034 K5�21190 DIXON ENGINEERING,ING. 76o VgSTBROOK RDAD �.o; \ ,_ ,.�`�"N'�� DRAYVN BY� JDA �I �' SGM 215Q2 NGp 035905 GAp 034911 S1H,�1tRAL ENGIFHitMG AHD INYiG110N-COA BI95 HIGICORY,KY 42051 �9� S AT E O F ��111�� LHEGKED BY� TAD � .ti" WYp O11936 TXa ID4359 MDA AOQOS 10410 MAIN SiREET 966-977-644o O�•. �L � PA�07900q VAa 0455q3 'fHONOT05/ti55A,FL 335q2 '�� R""� ~'•,,� SGALE� AS NOTED � ; TNp 112761 FLA 342�2 VOIG6 013-qB2-qB85 FAX�813-902-230b �AStENINC�BCH�DULE ��isSj"""'��C��`� W.O NO� 526-014 5 OF Il I U��m� I I AR6A POR APPROVAL 8?AMP� ��4v'��NIN� aCI��DUL� GONNEGTIDN FASTENINGQ�� LOGATION 22.WOOD 5'TRUGiURAL PANELS ANp I/2"AND LE55 6d`�� PARTIGLEBOARD°5UB FLOOR,ROOF AND 2 3/8°x 0.113"NA1L� ;. WALL SHEATHING(TO FRAMING) I 3/4°16 GAGE'" •�� 15l32°TO 19l32° 8d GOMMON(ROOFS IN IIO-140 I =� V�MPH EXP"B') .`�. SINGLE FLOOR(GOMBINATION 19/32"TO 3/4" 8dd OR bd° 6 INGH O,G.EDGES AND I Ji SUBROOR-UNDERLAYMENT TO FRAMING) 2 9/8"x 0,113"NAIL" INTERMEDIATE,4"O.G,AT �� 2"Ib GAGE" GOMPONENTS AND � l/8°TO I" 8d� z0�3�G ED6E STRIP N I �' I I/8"TO I I/4" IOda OR 8d° ff 3/4"AND LE55 bda �e__._��,��,�.,,,z-"�''�f•InnNo._�,2G�ul N I �� 7�8"TO�� BQa PVruvedlly. J1J:?tVSO� .. ' Iilcbsrdl..RUllack "—""' �+ I I/8"TO I I/4" IOdd oR 8dB 1oJNar 6id41ing Plmu ftza�ulnar klorlda Csrlf.7cnh!13�C�!! � ' 23.PANEL 51DIN6(TO FRAMING) I/2°OR LE55 6d� � 5/8" 8d� �_' 24.FIBERHOARD 5HEA7HING9 I/2" NO.II GAGE ROOFING NAILh '{' bd GoMMON NAIL(2"x 0.113") � y NO I6 GAGE STAPLE� � 25l32" N0.II GAGE ROOFING P7AILh s 8d CAMMON NAIL(2 I/2"x 0.191") �3 NO I6 GAGE STAPLE� a. GOMMO O ia b. NAILS SPAGED A7 6"O.G.AT EDGES,12"AT INTERMEDIATE SUPPORTS EXGEPf 6"AT SUPPORTS lNHERE 5PAN5 ARE 48"OR MORE,FOR NAILING OF WOOD STRUGNRAL PANEL AND PARTIGLEBOARD DIAPHRA6M5 AND SHEAR WALLS,REFER TO SEGTION 2305 FBG.NAILS FOR �' WALL SHEATHING ARE PERMITfED TO BE GOMMON,BOX OR GASING. � c, GOMMON OR DEFORMED SHANK(bd-2"x 0.113°�8d-2 I/2"x 0.131"j IOd 3°x 0.148'9. :� d, GOMMON(bd-2"x 0,113°;8d-2 I/2°x 0.191°;IOd 3"x 0.148°). e, DEFORMED SHANK(6d-2"x 0.113"i 8d-2 I/2"x 0,131'y IOd 3"x 0,148"), E f. CARR051ON-RE515TANT 51DING(6d-I'1/8"x 0.106";8d 2 3IB"x 0.128")OR GA51NG(bd2"x O,Oq9°;8d 2 I/2"x 0.113")NAIL. '�� g. FA5TENERS SPAGED 3°O,G.AT EXTERIOR EDGES AND 6"O.G.AT INTERMEDIATE SUPPORTS,WHEN USED AS STRUGTURAL SHEATHING. �� SPAGING SHALL BE b"O.G,ON THE ED6E5 AND 12"O.G.AT INTERMEDIATE SUPPORTS FOR NON5'fRUGTURAL APPLIGATIONS. i� � h. GORROSION-RESISTANT ROOFING NAILS WITH"1/Ib`DIAMEiER HEAD AND I I/2°LENGTH FOR I/2"SHEATHING AND I 3/4"LENGTH FOR 25/3" �� ( SHEATHING, it I. GORR0510N-�2E515TANT STAPLES WITH NOMINAL'1/16"GROWN OR I'GROWN AND I I/4"LENGTH FOR I/2"SNEATHING AND I I/2"LENGTH FOR �'•; 25l32"SHEATHIN6 PANEL 5UPPORTS AT 16"(20"IF STREkGTH AXIS 15 THE LONG DIREGTION OF THE PANEL,UNLE55 OTHERWISE MARKED). t; FOR ROOF SHEATHING APPLIGATIONS,8d NAILS(2 I/�"x O.II�")ARE 7HE MINIMUM REQUIRED FOR WOOD STRUGNRAL PANELS. '� �. STAPLES SHALL HAVE A MINIMUM GROYVN WIDTH oF"I/16". � I. FOR ROOF SHEATHING APPLIGATIONS,FA57ENER5 SPAGED 4"O.G.AT EDGPS,8'O,G.AT INTERMEDIATE SUPPORTS. � m. FA5IENERS SPAGED 4"O,G.AT EDGES,8°O,G.AT INtERMEDIATE SUPPORTS FOR SUB FLOOR AND V{ALL SHEATHING ANp 3"O,G.AT EDGES, b"AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. �� n, FASTfNERS SPAGED 4"O.G,AT EDGES,8°AT INTERMEDIATE SUPPORTS, ,5 �� REV BY DATE DESGRIPTION ti THESE PLAN5 WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINC� �;��fiF�� D GUST OF IbD MPH. :f `� THOM�� . i�l>CON, P.�. WEAtb�R KING PORTABb�6 BUILDINC�3 ;*, / � -;-� Da�, uiznz SHEET LOFTED BARN WOOD SHED PLN�Yt/51DE PORGH - • ��--•T/-� w\ DWUNN BY� JDA � ALA 30637 MSp 19034 K5a 21198 DIXON ENGINEERING,ING. 'Ibo Y�5rBR0ok RoAV �-n; / / �� a � ',,; 5Ga 21592 NGp 035985 GAp 034311 STfE1GNRN.86511&inlG ANO II�PEGTION-COA BI95 HIGKORY,KY 42051 9�. T ?E•O F-' :�� GHEGKED BY� TAD r -� ' WVN 011936 TXN 104953 MDU 40905 10410 MAIN SiRFET 066-q71-6440 0'• '�' � � PAp 079009 VAu 04YA3 TFIOH0T05A55A,FL 335Q2 ',� ''P R ' "'�� `.�GALE, A5 NOTED ,� TNM 112161 FLp 34222 VOIGE�Bf9-9B2-9885 FAX�813-902-2306 FAStENING BCNEDUL� ��isSj"""'��C��`� W.O.N0� 526-014 6 OF Il nnnn • . I ib�-a^ro�o�-o^AT Ib^orz iz^INGRIMENTS ,�R�s POR �4PPROVAL 67�MP8 I 2 4 3 � � �t A-10 A-'1 A-'i I I � � A-� � N r� I �� ' � (4)4X6 P.T.5YP j � � 10'-O"MAX. �Z 5KID5 SEE 2x4 RIM J015T I NOTE(2) h• H� I �u i la-.___,l(l�I2 FtanNo._� G u!J 't ` 1-�-------- � N yiviced Dy .�...61;f/.s44xfiE �_._ f• IIICL�rd G Bulloc& � L odnler UnllAlo�PlmS�Cxewlnerl7urldo CivlWcob 9�C^�,• �' Ix4 BLOGKING (2)2x4 FLOOR J015T5 AT 2x4 FLOOR J015T5 P.T.SYP '��', `r BETWEEN FLOOR WALL TO PORGH u2 AT I6"O,G.(OPi.12"O,G.) NOTE, �i .1015T5 P.T.SYP�2 (SEE NOTE I) � � I. 2xb FLOOR.1015T5 P T.5YP a2 AT 16" a: A-IO � II O G MAY BE USED A5 AN OPTION. �,i (2)2x4 BEAM �1 �� "� wIDE fiL06R �i�AMINC� P1��4N Z. WHEN 2xb FLOOR J015T5 ARE USED q_� ��,U a, �_pu ON THE 10'-O°WIDE THE OUTER TWO ,� LAID FLAT 5KID5 MAY BE OMITfED. P.7.4xb 5YP 10'-O"FOR BUILDINGS 24'AND UP ;� �2 POST 8'-O"FOR BUILDINGS UNDER 24' �e i-'\.o � ---�I-----�}---- � u � ♦ � �", 3 _� A-10 4 � DOUBlE 2x4 SPF#2 5 I VERTIGAL 57UD5 AT A-'1 �j � � I 51DIMG JOINTS 1YPIGAL NOTE� � A-II I I WINDOWS MAY BE LOGATED PER E� �' Id GUSTOMER REQUEST.OPENINGS IN � ' DOUBLE 2x4 VERTIGAL 5ND5 �� SIDE WALL NOT TO EXGEED 60" y, A5 AN oPTION ;; / AT ALL OPENING LOGATIONS � � DOOR MAY BE �� ;; I I �� MOVED TO Q �_� OPTIONAL DOOR AND WINDOW � (j ALLOW A 2'x3' `9 �� 2x4 SPF�2 LoGATION5.5EE GHART I/A-3 I I ,n WINDOW ON VERTIGAL 51UD5 AT FOR OPENING WIDTHS. -A ONE SIDE AND 24°O.G,'fYPIGAL 2x4 SPF N2 � MAY SWING BOTTOM PLATE EITHH2 ---- ---- a DIREGTION r� ;� � im�e�� wi�e ��.00� ��N A 5 �? A-I 5GA1.E�I/4"=I'-O" ,��uuu�� •'� �� REV BY DATE DESGRIPTION � THESE PLANS WERE DE5IGN�D IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ.,� •;�1�1'�I� OjJD GUST OF I60 MPH, s7 � t��e�� . �I XON P.�. w�AtHER KING PORTA�6� BUIL�INCsB 3*;� vA�, ivari2 SHeEr �= s' � LOFfED BARN WOOD SFiED Pl1�N W/SIDE PORGH = �/L '?"" DRAWN BYi JDA '� ALM 3063'I M5�19094 K5A 21190 DIXON ENGINEERING,ING. 'ibo V�51BROOK RoAD =v: `- —°�y a a � ;;, 5Gp27592 NGb03:AB5GAa034371 $Fa4:RRA1.E1X�It�RIWiAI�116PEGTK)N-LOA8195 HIGKORY,KY42o51 �9'�. STA � OF- :�/, LHEGKEDBY� TAD 'q V{VM 07199b TXp 104353 MDa q0905 10410 MAIN SiREET 866-97'I-644o �.��•�,c� '��` �q�6 A5 NOTED � PAp 079009 VAb 0455N3 THONOT05A�5A,FL 33592 ;•: TNW+112161 FLN94222 VOIGE�013-982-9085FAX�819-902-2306 ��m°PLOOR AND PRLaMINCs PLAN9 ��isSj�"""��5�� W.O.NO� 526-014 l OF Il umiu AREA POR APPROVA�. 6TAMP8 � I6'-O"TO 32'AT Ib"OR 12"INGRIMENTS � 4 a i. �y � N 12'-0"MAX. �'�, ' � �u 'fi R' '.�l !d' p N tA ,(( �/7. 5�2�-Gl�-..,. � MMn No. � � ''^''�� A ureJ Ily _/S.J;}!trr� —.._.. t2 l:lcbnrd I,.Aullutk - F � 7War(A�llAlnSPlnr.fIImminerllorWeCarl�akS�42� n � � n II'-2" UJID� FLOOR �RAMINC� PLAN a� A-2 SGALE�I/4°=I'-0" � 12'-O"FOR BUILDING 32'LONG 10'-O"FOR BUILDINGS 24'UP TO 32' � 8'-O"FOR BUILDINGS UNDER 24' v* ------�----- ------ ' I � 4 I {� �' � � I � I y II � ' II � � ii J/ NOTEi II � ;; 5EE SHEET A-I FOR ANY NOTES NOTE SHOWN HERE. I I �i N LL f l A . b r �� 3� �� i) � Y � � _ __ __�_ __ � � >>�-a° wi�� oo� P�.aNa Ki A-2 SC,/�.p,I/4°=I'-0' >i I: „: �� REV BY DATE DESGRIPfION .ti THESE PLANS W�R�DESIGNEb IN AGGORDANG�WITH THE 2010 FLORIDA BUILDING GODE,BUILDINfZ. ;��f�l � Ol1D GU57 OF I60 MPH. � " TH OM�J �. D I XON P.�. WEATMER KING POR7A�LE BUILDING6 ?*; ° ' *= vnrE� iv2/i2 SNEEr �� LOFiED BARN WOOD SHED PIAN YU 51DE PORGH � ALM g069'I M5u 19034 KS»2119B DIXON ENGINEERING,ING. 76o hEStBROOK RoAV = ' '�`—`�'�'Uf�"�-� DRANA!BY� JDA �--. p /� '.,; SGp 27592 NGp 035965 GA�034911 S1W1G1U1N.@IGIl6�ING AlIU 115PEL110N-LOA 0195 HIGKORY,KY 4�051 ^9�: S T T E O F ,ul C GNEGKED BYi TAD ,(1 s / .�" NNp 07199b TXp 1043� MDM 40905 10410 MAIN SfREEi 866-977-6410 '.�0�.,,� _P r�<4�` r� r u PAM 079009 VAp 045693 7NONUT05/55A,FL 33592 •�� `-�ALE� AS NOTED ,"� TNp 112161 FLp 34222 VOIGE�813-902-90H5 FAX�813-982-2306 ��'-Z°FLOOR ANB FRAMINCa PL�4N8 ��isSj�"""`��C�� W.O,NO� 526-014 8 OF 17 ar�n�� I �4R6A�OR APPROYAL 6YAMP� �1��Wf�b•� ��d�� I OPENING MAX LENGTH OF BUILDING BUILDING yyIDTH5IN `� WIDTH '4 ENDWALL 3/8" LP ;, 19/32" TI-I I� SMART5IDE � PAN�LZ �' � 4'-O°MAX 9o'-O° u� l0'-0" 5'-0" 30'-0" 26'-O" � tc�.......(��,.`�..L.r 7� vl N "" 6�-O" 20'-O�� ---�y— Mlnu Na,_�`��_.---... '� ,v,��u u,r. J.(.a'�s+.Gf�p,..�_ � II'-2" 5'-0"MAX 32'-O" I11cDnrA i.�Bullnck ^ �:. n 32�'�� 1 dWrtr 0n14i1 Pian�I.r¢wlner f7arW�CarlLAcele �. b'-O �O'-O' "� ' 9t1.4'R_^� � P :� NOTES� a I, 19/32°TI-II SHALL BE FASTENED U51NG 8d GOMMON OR DEFORMED NAIL5 AT b" O,G.IN FIELD AND 3'O.G.ALONG ALL PANEL EDGES. p; 2. 3/8"LP SMART5IDE PAIJEL SHALL BE FASTENED U51NG 8d GOMMON OR � � DEFORMED NAILS AT b"O.G,IN FIELD AND 3"O.G.ALONG ALL PANEL EDGES. PROPOSED LOFT GONFIGURATION KEY PLAN E 9. WINDOWS AND DOORS MAY BE LOGATED IN EITHER THE 51DE WALL OR•ENDWALL. g DOORS ARE pERMITTED TO BE IN BOTH ENDWALLS OR ENDWALL AND 51DE WALL � IF REQUESTED BY GUSTOMER.LIMITATIONS ON 7HE TOTAL OPENING DIMEN510N5 w SHALL NOT EXGEED(2!�)OF TOTAL LEN6TH oF BUILDING.FOR NAILING IN 51DEWALL � SEE SEGTION I/A-5 SHEARWAL4 �� DOUBLE TRU55E5 SLOPE PRE-ENGINEERED ?� I C AT ENDWALLS TRUSSES AT ;j A-9 SGALE�N.TS. SEE DETAIL 9/A-9 24"O.G. il � a � � RIDGE :' +c,.� � - � 2x4 SPF a2 TOP � PLATE SEE DETAIL j, 2/A-9 FOR SPLIGE � e � � �' n ROO� PR�4MINC� PL�4N N A-9 5G E�I/4 =I'-O" ,�punu�q ,�' �� i� REY BY DATE DESGRII'TION ,h THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINCZ �A�f�l � _ OfID GUST OF 160 MPH. '3 U1�A1'aER KINU POR7A6LE �UILDINCsS �*; ' *: DATE� u/��iz SHEET tH OM�4� �,. �I XON� �.�. LOFIED BARN W00�SHED PI.ANYV 51oE POR�GH �' : *�ti�� DRAWN BY� JDA �s ALp H0637 MSp 19034 KSA 21198 DIXON EN6INEERING,ING. 760 Y�57HROi0K ROAD ��: J► :; SGp 21592 MGp 03�.AB5 GAp 034311 SiR�GiIRAI.EN61t�tING AI�IIC�PELTION-LOA 0195 HIGKORY,KY 42051 9�, S T T E O F :�/� GHEGKE�BY� TAD 11 s� 1" Vt�/+�O11936 TX�109353 MDM 40q05 10410 MAIN 51REEi 866-9�7-6440 .O•.,,� ;<y-� !°� � PAp 019009 VAp 04�93 THONOT05/LYA,FL 33592 '� R �,�`� SGALE� AS NOTED � TNp 112761 FLN 34222 VOIGC7 013-Q02-AB85 FAX,813-982-2306 ROO�PRAMING e 8h16ARUJALL CHAR� ��isSj�""" �� W.O.NO, 526-014 9 OF I� �nnnu �'I AREA POR APPi20YAL 6tAMp8 2x4 TOP PLATE AT ENDWALL ONLY 2x4 5ND �: 22S° ;S DOUBLE R.O. 5EE ` 2x4 STUD DETAIL ''' 14" 24" 24" 24" 24" 24" 25.5° 24" 24" I/A-8 :� Q. EQ, '12° Ect, EQ. ��i 12.5" R.O.MAX li " + te�(( S /L P7an No. ZE•��/4 j� p��eedU ��.�.__ _.�__---°— r---...�.a']u�F^��- _...._... � II'-Z"ENDWALL II'-2"ENDWALL II'-2°ENDWALL )llctinrd L,�ullnrb ti' FRAMIMG NU PORGH FRAMINb YW WINDOW FR/V�IING IW DOOR nlar&itWl�Plnua Ixemine'?7orld�GrllPfe�q�i�r�� ; n E1.�VdtION n �l.EV�4tION n EL�V�4tI0N � A-4 SGqLE,I/4°=I'-0° A-4 SGALE:I/4"=I'-O° A-4 5GALE� I/4"=I'-O" F ��, NO7E� ,7; OUTER SKID ON 10'-O° nONLY REGNIIRED IF 2x4 � FLOOR JOISTS ARE USED � � �t S � }? � � 22S" � �� ' i°� RO. 5h � A-12 � 24" 24" 24" 24" 24' 24.75" 3.25' 24" 24" 12" 24" �� R.O.MAX b �� y' (1 .i; I] �. 10'-0"ENDV'V�LL 10'-0'ENDWALL lo'-O"ENpWAl.L +'�' FRAMIN6 W/PORGH FRAMING V�V WINDOW FRAMING WI DOOR J� n �L�1I�4tION n EL�vA1'ION n �LEv�4tION .t; A-4 SGqLE�I/4"=I'-O' A-4 SGALE�I 4°= I'-0" A-4 SGALE:I 4 = I'-D" '� ,�W u uq�� w' �� REV BY DATE DESGRIPTION b THESE PLANS 1NERE DE5IGNED IN AGGORDANGE WITH TNE 2010 FLORIDA BUILDING GODE,BUILDING� .��y GU5T D� Ib0 MPH. ;� �;� 7HOM�� 4. t71XON i�.E. w�d�1H�R KING PORTABLE BUI�DINUS �*: �*_� oAre, ��2��2 SHEET a; � LOFIED BARN WOOD 5HED PI.AN W/51DE PORGH � • �c "�-^' DRAWN BYi JDA , �� ALp 9ob37 MSx 19034 K5N 21190 DIXON ENGINEERING,ING. �bo Y�SreROeK RoAV =ro t . u�z A ', SLU 27592 NGq 035985 GAM 034371 51fCl�IlRAI.ENGIt�ING Alm INSPEGiION-LOA BI95 HICKORY,KY 4�051 '9�. S TAr�:-�� D BY� TAD l l�� ' YNM 071936 TXb 104353 MDU 40905 10410 MAIN S7REET �'97�'b� ��'•� \.�-� �'�� 5G/�l.E� A5 NOTED P�� 17 PAa 0�9009 VAp 0455q3 THONOTOSl�SA,FL 33592 � � � F_ iNN 112761 FL�34222 VOIGE�813-982-9085 FAX�813�82-2306 ENDUJALL FRAMINCa ��isSj�"""��C�G�� W.O.NO� 526-014 10 OF I'7 mm� I AREA POR �PPROVSL 81AMP6 � is � °� / �r, � � � 2x6 LoFT Jo15T AT 24"o.G, ',{�,'' I FOR 10'-O"WIDE AND 2x8 � A-9 OR(2)2x6 LOFT J015T FOR ';;• II'-2°WIDE W/D011HLE `� 19/32"TI-II SIDING J015T5 AT EAG TOPENING � �e•�.��I.,r� �v Plen No. �ZE=G)�__ ,� OR 5/8 P.T.FLOOR ivreA 0 i,�-. 3/8"LP SMARTSIDE ,�p15T5 PLA'fE � s'---.—..�."�NGfr� _,•- 6� PREGI510N PANEL SIDING. S.N� � ItkUnm I,.xullac4 1�� SEE SHEAR WALL TABLE � \ � odnier Bulullna Pln��a IIxniulne�F7wtde Car169cpla pM1',rn„� {: I/A-3�FORNAILING � a � PA'fTERN AT ENDWALLS. �_� � NAILING FOR SIDEWALLS 4X6 P.T.SYP+�2 OUT5IDE t SHALL USE 8d NAILS � SKID STANDARD ON 10'-O" �, GOMMON OR DEFORhfED A_7 y,� AT 6"O.G,EVERYWHERE WITH 2x4 FLOOR J015T5 AND '' WNEN TOTAL OPENING ALL II'-2"WIDE BUILDINGS � WIDTHS IN SIDE NlALL � ARE LESS THAN(2/3)oF p� � TOTAL LENGTN OF � g `j��N 4 Bl11LDING. q_5 � �_p• A-12 �; fi / .� � \ 21.15" 3 NoTES� p I. SEE NoTES ON SHEET5 A-I,AND A-2 FOR ANY INFORMATION NOT SHOWN. OPfIONAL WINDOW R.o, '12 2. SEE FASTENING SGHEDULE FOR ALL FASTENING NOT NOTED ON THIS SHEET. OPENING IN SIDEWALL 24"� � � � � 3� .i is i7 �� 1 G S7 n- F± �. n gIDElU�4Ll. �RAMINC� A-5 SGA(.E�I/4°=I-O° ., §+ y � i" ��4� REV BY DATE DESGRIPTION y^ W THESE PLANS WERE DESIGNED IN AGGORDANGE WITH Tli�2010�LORIAA BUILDING GOD�,BUILDINCZ •�Q�i� �Or1D GUST OF 160 MPH. 3� tUEATH6R KINC: PORTABL� BUIL�INC�S ?*: " �*: vA're� u/2Az THOM�4� �4, DIXON, �.�. SHEET a. LOFTED BARN WOOD SHED PLN�H/SIDE PORGH y �; ALp 30631 MSu 19034 KSw 21198 DIXON EN6INEERING,ING. 7Gp y�.*,78ROOK Frpqp ?.Q: * f��L� DRAYVN BY� JpA J� ;., SGA 275q2 NGp 035995 6AN 034971 STRlG1U�JV.F1YiIF�21N5Ak7ItL��EGTWN-CAAB{45 HIGKORY,KY 47091 '9� STAT�F :�/� LHEGKED BY� TAD .Ll.�� " WVM OlIA3b TXM 104353 MDp 40q05 10410 MAIN SiREE7 06b-qT1-b44o :O'•.,,c � :<U� R1 :; PAp 07900q VAp 045593 THON0T05/tYA,FL 33592 '� ' SGALE� A5 NOTED i_ 1Np 112761 FLU�4222 VOIGE�819-982-qBBS FAX�013-982-230b �fDEWALL PRAMINC�v t SECTION ��isS��"R"��1�� W.O.NO� 526-014 II OF Il �niuu NO�' AR�A POR APPROVA�, BTAMP6 . WINDOW PLAGEMENT A5 SHOWN IS SUGGESTED. WINDOWS MAY BE PLAGED ANYWNERE WITHIN THE WAL4 PER GUSTOMERS RE(�JEST.SEE SHEET A-4 FOR FRAMING pETAILS d� -- _ ``' - - - - � f� � d �Si� �s�� II II II II � II II S I I I I I I I I uotc�� S !y pinn No. S'ZG••��4 �_.__._, �� I I I I I I I I tivsn��anx�....,/.��;sGfs_t�_—_ "e I I I I � I I I I 1tIeHnM I,pu4nck � �� T T�� lfodular BIJl�IinJ Plnn�ltznnilncr?lnrtda Cx�{pspk 9B7 {c. p OPTIONAL WINDOW OPTIONAL WINDOW :4 Sl � � BARN 51DE BARN FRONT '}4 n E1.�Y�tION � �LE1��4�'ION � A-6 SGALfi I/4°=I'-O° A-b y�q�E,I/4"=I'-O" � �� ; - i`3 � d � � � II II � I II II II � II II II II •E� II II II II ; �7 r � '7� �� PTIONAL WINDOW OPTIO�WINDOW �� i] Jf kt :� � BARN 51pE BARN REAR n �LEV�4tION n ��EvA'fION �� A-6 SGALE�I/4"a I'-0 A-6 SC,q�p,I/4'=I-T—� � �' �� REV BY DATE DESGRIPTION � �i THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILqING GODE,BUILDING�O�i`�,�'H�dL�� , �jUST OF I60 MPH. >i �' THOM,4� �4_ DIX�N �.�, wear��KiN� �oRr�BL� eui�biN�s �*; , ; �- pn,�, ��n��2 SHEET �� LOFiED BARN WOOD 5HED RN�YV 51DE PORGH � : �/E j �� DRAWN BY� J�A � q�,N�p691 M5+19034 K5M 21198 DIXON ENGINEERING,ING. 76o V�STBROOK ROAv �-9; . � -.¢� p / 5G�2'15q2 NGp 035qB5 GAp 034371 S1RlG1lRN.BIGIt�iIMi Af�115PEGTION-COA BIqS HIGY,ORY,KY 42051 ��t ST TE OF . �/` LHEGKED BYi TAD 11�(/f &' WVu 0�1936 TXp 104353 MDp q0q05 10410 MAIN 51REET 866-9TI-644o :O•. ��54� �� I f e/ v PA�07900q VAp 045593 1HONOTOSA55A,FL 33592 ' �'P ' � `.�GAI-E� A5 NOTED ,%� TNp 112'161 FLa 34Z22 VOIGE�813982-9885 FAX�813-qB2-7d06 Ek7ERIOR 6LEvAtION� ��i`SSj�"""�EC�G�� W.O.NO� 526-014 12 OF Il �nuu � AREA POR APPROYAL 6ts4M�� 5'NDS (2)2x4 OR(I)2x6 P.T. P.T.PLYWOOD FLOOR J015T IN .(�, S.Y.P.a2 RIM J015T W/ DEGKING I/2"NOTGH hU(3) ��OM PLATE GONT. 0.131"�x 3"GUNNAILS AT 0.131 x 3"TOE WA�L STUD �.i 6"O.G.STAGGERED, NAIL5 EAGH 51DE �� MEMBER SIZES BASED ON OF J015T INTO a� BUILDING WIDTHS.5EE SKID FLOOR J015T ,�' It2/A-I FOR MEMBER SIZES ��, 4xb P,T.SKID ; (I)2x FLOOR J015T NU 0.131"m BEYOND X 3°NAIL AT b"O,G.INTO / �' BRIDGING AND(2)0.1314 x 3" � �B^^��1 fl.-�a l+lnn Na 5 LG-a 4 �'o � ro�•ea e�'_.__��./�m✓a- NAILS TOENAILED INTO SKID _..._.. RIM J015T 111cbnrd L,pullack SKID TO J015T WALL TO RIM J015T fi' GONT.2X4 HORIZONTAL y�A I * I dWar cinWi� pinm 6ivmine�FlurWe CsrHPtaGgAli�d;. i� BRIDGING EAGH END W/(5) I ��I lMli. 2 � I AI1.� � � 0.191�x 3"NAILS INTO SKID A-"1 SGAI.E� -I 2'=I'-O' A-'1 SGALE�I-I/2°=I'-O° u � fi ?� NOTES� s I. 5EE NOTES ON 5HEE75 A-I,A-2,AND SEGTION I/A-5 '��" FOR ANY INFORMA710N NOT SHOWN HERE, - -,q 2, SEE FASTENING SGHEDULE FOR ALL FA57ENING NOT ^f NOTED ON THIS SHEET. �; � -+ (4)ISGA 7/Ib"GROWN x � I"MIN.STAPLES FROM F�ppR J015T � BLOGKING INTO JOIST n � END WALL .,� � FLOOR JOIST y�q�� SIDE WALL j5 5ND5 4i 3 (4)ISGA�/16'GROWN x �� '3 BLOGKING I"MIN.STAPLES FROM BLOGKING ''� BLOGKIN6 INTO JOIST Ji �; BLOG+KIN6 ATTAGHMEN7 BLOGKy�INA6 AIiTAGHMENT GORN*ER AGONNEGTION zs g ��.I�� 4 D�I M�+��1� 5 ��I fi�� A-'I SGAI.E I I/2" =I'_p° A-7 SGqL.E�I I/2' =I'-O' A-1 SG,qLE�I-Il2•=I'-0" si � t ��4� REV BY DATE DESGRIF'TION �, �5' THE5E PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING CADE,BUILDINC�. •;�Q'F�I�r 011O GUST OF 16o MPH. ;i � TI"IOMA.� r4. D I XON P.E, wE�4TNER ICING PORTABL� �UILDINCsS :*: �*: DATE� iU2�i2 SHEET �� LOFTED 6ARN WO'OD SNED PI1�N W/SIDE PORLH _ ; * �I.a.�iyf.�.� DRAINN BY� JDA + ALp 30637 M5�14034 KSw 21190 DIXON ENGINEERING,ING. 76o V�.57HROOK RoAV --U: -_ 1'' /� '; 5Gw 21592 NGp 035985 GAu 034�11 STfdGllfN1 FN511�211Ya/�IN�EGTION-GOA 8195 HIGKORY,KY 42051 �9: S TAT E F t�l� GHEGKED BY� TAD f��, i" WVu 071936 TXa 104353 MDU 40905 10410 MAIN STREET �6�� +��'•T �' �a' SGALE� AS NOTED � �` PAp Olq00A VAk 0456q3 7HONOT05A55A,FL 33592 �i� s••.,,,R ,,.�'(�� ,=' TNp 112761 FLp 04222 VOIGE�BI3-9B2-9885 FAX,813-982-2306 D�T��.�J �i S� C��` W.O.NO� 526-OI4 13 OF Il �nnn� SREA FOR APPROVAL BtAMP� . \N��ME�y 4X6 PT.SKID 0°P�� - S�3�� fi:� 0° . t, �0'' oR�2 OG _ ii 3 t/2" � \b� :' � `bd�R\2� • � �� c`v 6'LON6 2x4 SPLIGE BLOGK 3' �; — EAGH 51DE OF SPLIGE ON �' � EAGH 51DE OF SKID FASIENED WITH Ibd NAILS I I/2" ;� 5TAGGERED TOP AND BOTfOM •_�� S �y_„_,planNo. 1��L-ul y� �; .+ ��anr R...4�sV.��lic- __-__. �� HEADE*R NOTESi BUILDING 5KqID. nirUnrd I,.pulMek ` I �E I�I I. 5EE NOiES ON SHEET A-2 AND SEGTION �1 I��I R IG � dWa�•uufull�Ploa�I±eoiulnv Ftorlde Grkvress 9�Y M,� A-8 SGALE:9°�I'-O' ON SNEET A-5 FOR ANY INFORMATION q-8 e�,p,LE�N.T.S. :, NOT SHOWN HERE. 2. 5EE FA5TENING SGHEDULE FOR ALL y FASTENING NOT NOTED ON THIS SHEET. 3. ANY MANUFAGTURED PRODUGT5 SHALL 8E INSTALLED PER MANUFAGIURERS �; SPEGIFIGATIONS. ti � �; � ENDVJALL HEADER `•' (3)0.148'm x 3° (3)0,1q8�x 3° ,j�, GUNNAILS EAGH END OF HEADE �;i END OF HEADER ° �i o o 'n �'n � i;j ENDWALL HEADER ENDWALL HEADER 20 GA.x I"STRAP o � (4)0.148�x 9" (4)0.148m x 3" WRAPPED OVER � 2x4 LAID GUNNAILS EAGH GUNNAILS.EAGH TOP PLATE WITH � FLAT END OF NEADER END OF HEADER (4)0.131"m x 2-I/4" � EAGH 51DE OF !�i WINDOW UP TO 96"HEADER 5�P OVER 48"AND UP � WINDOW 51LL HEADER WITHOUT STRAP ENDWALL WITHOUT STRAP ENDWALL HEADER WITH STRAP '� g D t�41� 4 DEt�411� n D�t�411. n DEt�41L � A-12 SGqLE;N.T.S. -12 SGq�E,N.T.S. A-12 SGALE�N.T.S. A-12 SGALE:N.T.S. .� ii :i ' ��<<��i� REV BY DATE DESGRIPTION ,fi THESE PLANS WERE DESIGNED IN AGGORDANGE WITH 7HE 2010�LORIDA BUILDING GODE,6UILDINCZ�,� •;P,qFi�S ' D GUST OF I60 MPH. .� �� tH OMAS �. D I XON, P.�, UJE�4tNER KINCa POR7ABLE BUILDINCv6 :*r /y ' � vn�� u/2Aa SHEET �; LOFTED BARN WOOD SHED PLAN W!51DE PORGH _ ; 1 . �r ALa�063� h5p 19034 KSp 21190 DIXON ENGINEERING,ING. -�yyo y��ppK�qp :ro. � �_�7/?�� DRf�YVN BY� JDA A a' SGp 2'1592 NGM 035985 GAp 0343'II 5'ITSGriRAI FNGIIffWNG AND IF�GiION-LOA BIq5 HICKORY,KY 42051 '9� STAT E O F �:�/� GHEGKED BY� TAD ��i� f" NNp 011q36 TXp 104353 MDp 40905 10410 MAIN STREEi 96b-9��-6440 :�O�•.�,� ;•<u,�. V t� PAu o'iqoo9 VAa o455q3 THONOT05A55A,FL 93592 5GAL6 AS NoTED i= 1Np 112761 FLi�H4222 VOIGE�013-902-q085 FAXi BI3-NB2-7306 ��tQ��.� ��SSj�""'��C��, W.O.NOi 526-014 14 O� 17 qnnn ASTM D 1i56 GCA55 H OR �4RE�$FL7R APPr20VA{.$��QMP� ASTM D 3161 GLA55 P ASPHAI,T � SHINGLES OVER APPRPVED LINE OF 10'-O"WIDE UNtaERLAYMENT,I�4EFNOD OR lRt�S , DE51GN A5 IJESGRIBED UNDER 2x SPLIGE GENERAL NO'fE5 12 THRU 15 ON GONNEGTOR SHEET G-3.OF"TIONAL 2q 51MP5QN NT916 1W(81 IOd pELOW GAUf�E METAL ROOF PANE� a o 0 0 o a o 0 0 0 j?, INSTALLED PER MANUFAGNRES j X�Ftz"NA��S�N EAGH INSTALLA710N INSTRUGTIONS / END OF THE STRAP A�T p o 0 0 o b o 0 0 0 EAGN STUD TO RAFT�ft �r OVER 5NEA7NING .� 71Ib°0.5.8.SNEATi-IING •p• ! I.O�T.tOI5T LONTiNUC�S 2x PLAN VIEW , ATTAGHED U51NG 8d GOMMON • A"fTAGHEp TO TOP PLA7E F'FtE-ENGlNEERFD �, NAI�S AT b"O.G.EVERYWHERE (`,•o J– 'fRU55 GHQRD �� 1RUSSES fi � WITH{g1 8d GONFINUOUS 2x GOMMON NA1L5 SQP PLA't� �f` t��' j, ] METAL DRIP Eq6E I" _....j�J,.=1t.,," r�ennu. .�2G�G�u•M F�a App� •eA llp.._._.» _...... i� lttehfl�+t S«Rni�ack � Ab"LON6 2X hto erAUAdtngPinneL�mmtner}lwtdsl:orfWsefe9Bl�ti �. ;; 2X4 AN6LE GUT NV TOP PLATE 5t'LIGE � (2)0.13!@ x 3"NAILS GDNNEG7pi2 INCO fAGH tZAFTER (10)tOd NAILS �� VERT.WALL SPLIGE LOGATIdN �AGH 51DE OF � STUD 5'NP5 ypLIGE i; ALIERNA'EE �= ToP PI.AATE � �M�� A-q SGAI.��i-l12'=i'.p" g,� ga t� s� PVVGV9 VP �, .. i; •, DOUBLE PRE-ENGINEEREP TRU55�5 WITN I/2"FLITGH 3 PLA'FE AT ENDWALLS � Ot�l.Y SPL�GE LOGATION g°x 6°x P.036" � 6ALVANI2ED � E?CTERIOR �TO+yP FLApTE t5PL}GE STEEL PLATE Cs SWAI.L 5ND � A-9 7l��ii)T¶. OR ft2UIVAGENT �( ALE�I�%2"=I-0 _— �; i? ;,t NOTESi 4 I. 3"x 6"x 0.096"PLATE OR EC�UIVALENT 5HALL 8E FASTENED To EAGH ,, DOU9LE TRUSS WA4L OR.5E6MENT OF l�AC L BY{618d NAILS OR Et�t!lYAI..ENT,PROVIDED � � D "�'AC� TNE RAFTERS,�OI5T5 OR 7RU55E5 ARE GENTERED OVER TNE 57UD5 Yii7H �1 A-q SGfiI.E:I I/2'�I'-O° A TOLEftANGE oF NO MORE THAN I"PER 2308.9,2,1 OF F,B,G� !'3 ,, ``5�4t SuA r�t+li�, REV 6Y DATE DE5GRIPtiON .��' ,i,' THES�PI..ANS WERE DESIGNED IN AGGORC)ANGE WITH THE 2010 FLORIDA BUILDIN6 GoDE,BUILDIN�4`�,�fl'�,°�' , - D GU5T OF Ibd MPH. b • �i tM dM�4� �. �i XC.�N �.�, u��ar��ci��t�o�r�a��.�au►L�i�vc�s ��; - .�= DA,�, ��nn2 5NEET �7,' � LOFTED BARN WOOD 5HED pI.AN NV 51DE P�GH = S � F,y-� DRJ+YVN BY� JDA �� ALu 30697 M5p 19034 KSw 211q8 pIXON ENGINEERING,IHG. '1601�5TeROOK RoAD =•o; ._';.� p j: 5G�2TrA2 i1G�035985 GA�03937i 5]Rt�RWV.Et15lt�RlNG AM�It�fGt10N-tAA 8395 HtGKORY,KY 42051 ��: SFAT' QF :��s Gk�GKED BY, TAD ,(1�� ' VtJU Oit93b TX�t04353 i�a qOROS tORto MAtN 51RFEi Sbb-9'rt-b44o ..t�_.,� ` 5GAl.E� A5 NOTED r'� � PAa o1qOt79 VAM 045593 iFIONOTOSAfA.FL 335q2 —'�i�� i?,�'�C�� TNp 112161 FL�3q222 'VQIGE�813-qB2-9885 FAX�813-q62-2306 DETAII.9 �iss%"" Q.�� W.O,NO� 526-014 15 OF I`i e�r � - - • � - I AR�A�OR�P1�ROV�1. BTAMP� ! „ .._ .. � � ` ,F:, .� ` LOFT Jp15T v O 6( �, , ,� 51MP5oN H7516 .� � 5It 1P5QN HTS!&AT Pl ATES TC1 /��,L �• te�.�J!..��_Pien No.!��_Gl N.... LOFT,lOi5T RAF1'ER.BEND 80TTOM OF "' °� STRAP AROUND BEAM IF , v�"18d or---...,�-�`�'a�i9,� _._.,.__ �Q NEGE55ARY '5!8"P.T.TI-!1 PLYf"IOOD �:h6nrd t.,evltn�k � GE(ClNf�AT POl2GN Ot'tLY oAuler ui�4ttn3 rinns L+mv,Inx T'lortd�Car�sscax 4tA.C4ti� j;� TOP PLATE EXTENA :� 5/e"P.7.TI-II PLYWOOD FROM BUILDING �� GElUNG AT POl2GH ONLY 2x4 P.T.6fAM ATTAGHED TO?Pi.ATE EXTEND TC)EXTENDED TOP PLATE � FROM 6UILDIN6 PROM EUILDING W/(3)0,131 p��N 70P PLATE � 2x4 P.T.BEAM ATfAGHED NAILS AT 24°O,G. ��\� .x: Tt�EXTENDED TC?F PLA"f� A-!O SGpLE,I N2'=I'-0" .,�� fROM 6i1iLDING W!13}O.i31 3/A-IOEFOR ' ,y NAIL5 AT 24"O,G. GONNEGTION TOP P4ATE EXTENp FROM � 4x6 POST 6ttlLBING �; 2x4 BEAM � �> " P.T.FLOOR .....—..... � DEGKING it ?i z � {2j 5/16"x 8"LA6 �� 5GR�h'5 TiiROtkaN if (7)0,131 x 3" TOP PI.ATE5 INTO NAIL9 FROM 4x6 P.T.P05T u It ENp JC?i5T " IKTO P05T h �� 4xb P.T SKIP 4xb P.T,PoST � PORGH PdRGH � POST 70 R}M.10t5T P057 Tt?TO}'PLA'i� .yT z 3EG'�ION � ISOM�tRI�: ;; A-�o ScAt.E:��s•-��..p� A-!o 5G1v.e; N2=1`=0"�—"'_ � ��tttu��t++try�� R�Y BY pATE DESGRIPTtON s THESE PLANS WER�DE5IGNED IN AGGORDANGE WITH THE 2010�I.ORIDA BUILDING GODE,BUILDIN�� ND GUST C?F I60 MPH. � �{/��y/�/� J� �qt�/,/� u�Ara��c:t�c,parr�a��.�sui�a�r�c� ��: • � aA,�, nn,+� SHEET � �t�°f 4�/I I1�1� Ib4. I+d I l�►V�� .�. LOFiEP BARN VYJPp SHED FUW W/51DE POIZGN J�J t. •wC DRAV{N BY� JDA � ALp 30697 MSp 19034 KSp 211QB DIXON EN6INEERING,ING• "Ibo V�+aiBROOK FtoAD �•o: -�-�?l�'(:a` A 5G*275q2 NG#p35qgf5 GA�03437! 51f3K,ttR1+l.Et1i!!�RlH6 AND Il�GT2Gt{-CAA 8145 NtGKORY,KY k1t151 '�"�; ST E OF Gt�GKED SY� TAD ,j j,� �� YtV�07(93b TX�t04953 M0�d0405 I04I0 MAiN StREET 866-aTt-644o �:�.c�•.�c � a.r'�,�• r•�� .� PAp 07900q VAp 045"�13 7FIONOTOSA55A,FL 395[I2 ,�—�c ,E��Mp�, C�F-- `-�'�»�' A`a NOTED ;' TNp 112761 FLN 84227 VOIGE 813-982-98H5 FAX�013-q62-230b P O R G M D E T A I L B ��i`s S/��"""� C�G�`� W.O.NO� 5 2 6-0 1 4 I6 OF Il jltlltil � AR�S P6R APPR6v,4L 8 i�AMPB y", DOUBLE TRU55 DOUBLE TRU55 AT ;; AT PORGH END ENDWALLS t! 2'-O" 2'-O° 2'-O' 2'-O" 2'-O" i� � ,� 5EE DETAIL ENGINEERED TOP PLATE �� 3/A-10 FOR ��5�5 EXTEND FROM •� GONNEGTION BUILDING � �' � .!�1�.�2 �p�a. hze•��y �� 4xb P.T,POST n u�•oau�•_._.._._..��`�rif�t�i� r.__ 2x4 BEAM ATfAGHED �' SIMP50N HT516 TO EXTENDEp TOP ti�6nrd t.,auW�ca '° PLATE FROM BUILDING derHU;ldIngPlrtn.ISmminerplwldeCail4se�S61f•� i; ,'t„" NV(3)0,131 NAILS AT 2x4 SNDS GUT Ix4 BLOGKIN6 24"O.G. p R TH TeOE�ORT � BETY�EN FLOOR � l2)51MPSON HGAIo �; JOISTS TYP.AT 5/4 P.T FLOOR DEGKING Nl�(4)SD5 I/4"x 3" ��'P�� PORGH ONLY SGREVtS EAGH END p�BLE 2x J015T5 AT . 2x FLOOR J015T � OF 5TRAP �L TO PORGH HV(U y FLOOR.bIST FOR y DEGKIN6 SUPPORT '� — — — — — — — — — — — !'i — — — �", ('i)0.131x 3"NAILS �; INTO P05T ` � •1. �� u .� 8'-O"PORGH SHOWN (2)0,131x3"NAILS 10'-O"PORGN 51MILAR FFLOM JOIST TO � BLOGKING � ^� �P+ORG/H� NoTE: ;f AIIf �7��e�ION FLOORL.1051�'SA�T�65o0�A8UILDIN6W17H r is 1� � � �5: �. "f � R� s '� ,� ��+"�� REV BY DATE DESGRIPTION il' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE ZDIO FI.ORIDA BUILDING GODE,BUILDINCZ.,� •;�Q�i � �Oj�1D GUST OF I60 MPH. ,�; ° tHOMA:� �4. DIX�N, P,E. w��TH�R klN�s PORT�4BL6�UILDINGS :*; ° ' ;*. vn�� u�a/�z SHEET �: LOFTED BARN WOOp SHED PLlW W/SIDE PORGH _ � � ALM 90637 MSp 19034 K5u 21198 DIXON ENGINEERING,IMG. 16p t^�,7gr�naK rtAp,p �.9� "�- �I�'�r' DRAYIN BY� JDA p 5Gp 71592 NGp 035qB5 GAp 034371 57fdC1UtA1 EWiI1�IN6 AND II�PFLTION-GOA AI95 HIGKORY,KY 42051 '1��, STA E O F :�U,' GHEGKED BY� TAD 11_ 11 ' i' WVN 071936 TX 104353 MDN A0q05 10410 MAIN STREET 866-q77-644p '�0�.�,�, � p� � PAp 07q00q VAp 045593 THONOTOS/�A,FL 93592 ��i�-�,�-Q"�� SGALE� A5 NOTED r"^ TNU 112761 FLa 94222 VOIGE:813-9B2-9B85 FAX�813-9824306 PORCH BECTION ��i`SSj""""��C�� W.O.NO� 526-014 Il OF 17 ��nnu+ -