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HomeMy WebLinkAbout13-14169 CITY OF ZEPHYRHILLS '� L • 5335-STH STREET � (ais)�so-oozo 1 4 • � .: BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 14169 Address: 5534 9TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-10200-0200 Improv. Cost: 2,485.00 OWNER INFORMATION Date Issued: 5/14/2013 Name: GRAVES,STEPHEN & TINA,MITCHELL S Total Fees: 150.00 Address: 5534 9TH ST Amount Paid: 150.00 ZEPHYRHILLS, FL. 33542 Date Paid: 5/14/2013 Phone: 813-395-5543 Work Desc: INSTALL 8 X 12 SHED-WORK COMMENCE W/OUT BP (DOUBLE) CONTRACTOR S APPLICATION FEES WEATHERKING SHEDS BUILDING FEE 75.00 BUILDING FEE 75.00 \ �C, /} � �/ �:- ��� ��j/ � V � �,� / � l.�" Ins ections R uired FRAME '� SHEATHING � FINAL � i ( 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 fi) 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 property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be pertormed in accordance with City Co es and Ordinances. NO OCCUPANCY BEFO C.O. CONTRACTOR SIGNATUR PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTEGT CARD FROM WEATHER �I c��� atri�tt > � ` � '`���'.�,��`r�. ��+°'�.-�.: C�t� : ...,� �.. ',�";, �, � ,, E City of Zephyrhills $UILDING PLAN REVIEW CON��IENTS Contractor/Homeowner: `��1--�Y" ��►'1 Date Received: J�'�� t � s�t�: �"5 3� ���` �' � Permit Type: ��� � '� � �' ! Approved w/no camments:O Appraved wlthe below camments: ! Denied wlthe below comments: ❑ �: Jr , '.� � �, �� ��G/ S� ���I .� �c.l� ,��:rr7 i ! l f / t.�r��� �-C �1' !. r.�'9� 1����� c�.f ',�T--r� 4�t+��/ 1 �l f ��������� �Z ���—�� � ��.c� �� �� �.: C� f � c� � f �-� ���.� J�� r°1�`� ��G�� f�-E' - �. , This comment sheet shall be kept with the permit and/or plans. -"__ �� r�� � �___� Kalvi Swi ze s Examiner Date actor and/or Homeowne (Required when comments are present} 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department � , Date Received ' ..- �f� Phone Contact for Permitting �3 l Z5 � — �� � � �l�^��.r�.. Owner's Name �i e P le�! �r� v Owner Phone Number Owner's Address �5� � S l Owner Phone Number Fee Simple Titleholder Name . Owner Phone Number Fee Simple Titleholder Address � � -�- JOB ADDRESS �S� S l � LOY# C� SUBDIVISION , PARCEL ID# � '� � "���QO��Q'�p� (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT 0 SIGN Q Q DEMOLISH � INSTALL 8 REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF COPISTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTIOfd OF WORK �l� ST1�G� ���� BUILDING SIZE U l� (� SQ FOOTAGE� HEIGHT � � / �BUILDING $���f �� VALUATION OF TOTAL CONSTRUCTION 7 �ELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY Q W.R.E.C. OPLUMBING $ � /� �� OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ��� �(`� � ��i OGAS � 0 ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE A�g,����QYES NO �b,�" Gi c � ,� BUILDER � �`,/ � � CO A V�C��t 7C��ILj.J�L7' ���-DS - SIGNATURE � GI TE E Y/ N FEE CURRE� Y/N � Address ' License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COMPANV SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address Lfcense# OTHER COMPANY SIGNATURE FtEGISTERED Y/ N FEE CURRE� Y I N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large proJects � COMi1AERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed, Sanitary Facilities•&1 dumpster.Site Work Permit for ail new projects.All commercial requirements must meet compliance „ SIGN PERMIT Attach(2)sets of Engineered Plans. � """PROPERTY SURVEY required for all NEW construcdon. Directions: Fill out appllcatlon completely. Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over 57500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW I NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"� ;_ which may_be more'restrictive than County regulations. The undersigned assumes responsibility for compliance witt�°any applicable deed�rest�ictions. - -' � UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If�the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. if the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing 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 "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the is ot ro erl licensed and is not entitled to ermittin rivile es in Pasco contractor, that may be an mdication that he n p p y P 9 P 9 Counry. ' TRANSPORTATION IMPACT/UTILITIES I�YIPACT AND RESOURCE FZECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recov.ery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a.cer#ificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco�County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes� as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture.and Consumer Affairs. If the applicant is someone ' other than the"owner", I certify that I have obtained a copy of the a6ove described document and promise in good faith to deliver it to the"owner" prior to commencement. � CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work��- will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or.installation has commenced prior to lssuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies rriay apply to the intended wo�k, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Pcotection.Agency-Asbestos abatement. � - � � - Federal Aviation 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. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted buitding using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If .fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If.use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to.violate, cancel, alter, or � set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An exfension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUFt PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN�1TTORNEY BEFORE RECORDIlVG YGlJR NOTICE OF CO!!lIIIVIl�N�EMIEN�' - -- - FLORIDA JURAT(F.S.117.03) OWNER OFt AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subscribed and swom to(or affirmed)before me this "by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as Identlfication. as identificadon. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped :�.. �,�.-�.�,f. �, �:��=;:,�t;��=; � Vista Marketing ' Y� �� ; 3161 Hwy 301 South Zephyrhills, FL 33540 '�43 V ' i �". `8E7�` 3>.�` ' �� ; Phone: 813-788-5459 Fax:vistamart@msn.com ,��'':'..���'��;:`" �;.,,�-:..;.�.��-:_= Vista Authorized Agent of Weather King Buildings (CARL) f SELECT ONE: O CASH SALE .O Rer,rTO own, BUILD AT MONTEZUMA GA PLANT SA�ESMAN: CARL CASTEN DATE: O5 O7 ZO�3 Choose Building Sale Type INVENTORY# SLB 34�J70 8'f 2 Q32613 FL#5486 New-On Lot Sale Please Select One Of The Buiiding Types O Treated Econ o auildings RTO HOLDER: Consolidated Rentals 0 Painted �Vinyl �Treated �Mepl 0 � STYLE OF BLDG Choose SizE Larger SIDING COLORS: TRIM COLORS: ROOF COLORS: IBARN �Custom Size CABIN iCOTTAGE SHED "EXTRA OPTIONS"DESCRIPTION COST iGARAGE �- $0.00 iLOFTED BARN $0.00 ILofted Barn Cabin Side LBC $0.00 � iSide Lofted Barn 8X12 _ _ $0.00 UTILITY $0.00 Utility 8'Walls $0.00 ISide Utility 8'Walls $0.00 �SELECT YOUR PAYMENT DUE DATE: p lsr _� n lOTH O isrH� TOTAL $0.00 PURCHASER NAME MELVIN TARZWELL COIRENTER CO-Cell: � CO-Employer. CO-Wk Ph: � MAILING ADDRESS DELIVERY ADDRESS 5534 9TH STREET 5534 9TH STREET City: ZEPHYRHILLS ❑Exemptstate State: Florida Zip: 33542 County: PASCO ❑exempt County Couoty: Pasco State: Florida ZIP: 33542 ❑ExemptCicy City: ZEPHYRHILLS Home PHONE: 813-713-3138 oW� /Rent: Land? WORK PHONE: Landlords Phone: Ce�l: 813-395-5543 Landlords Name: Employer: CASH SALE RENT-TO-OWN-SALE SLB-8X12 1 SALES PRICE �O.00 1 SALES PRICE $2,485.00 2 OPTION COST(Describe Ahove) 2 OPTION COST (Describe Above) $0.00 3 TOTAL PRETAX COST(LINE 1+LINE 2) $O.00 3 TOTAL COST (LINE 1 + LINE 2) $2,485.00 SALES TAX BREAKDOWN 4 Cost Reduction AMOUNT 4 SALES State TAX(LINE 3 x o.os � $0.00 5 NET Cost Reduction(LINE 4=1.0+tax rate 1.07000 $0.00 5 Co.Code 0 Line 3x Rate 0.01000 $0.00 6 AMOUNT TO RTO(LINE 3-Line 5) $2,485.00 6 City Code #N/A �ine 3x Rate 0.00000 $0.00 7 MONTHLY PAYMENT(LINE 6=21.6) $115.05 7 TOTAL SALES TAX(LINES 4,5 8 6) $O.00 SALES TAX BREAKDOWN 8 TOTAL COST W/TAX(LINE 3+7) $0.00 8 M/State SALES TAX(LINE 7 x 0.06) $6.90 g CASH RECEIVED 9 Co.Code 0 Line 7x Rate 0.01000 $1.15 10 NETAMOUNT DUE(LINE 8-�INE 9) $0.0� 10 CI�COde #N/A Line 7x Rate �.��QO� $�.0� FOR ALL REPAIRS FAX Randy Ray @ 888-695-7616 �� TOTAL SALES TAX(LINES 8,9&10) $8.05 DRIVER TO PICK-UP REIVIAINING "BALANCE" �2 TOTAL PAYMENT(LINE 7+LINE'I'I) $123.10 DUE AT DELIVERY OF"BUILDING"," LINE 10." 13 TotalCost36MOnthsputonContract(Line12x36) $4,431.60 ESTIMATED DELIVERY DATE: 14 SECURITY DEPOSIT $100.00 10 TO 15 WORKING DAYS FROM PURCHASE DATE. 15 TOTAL RECEIVED(Show Methotl,Ck#-CC-Cash: $223.�O OPTION DRAWING:SHOW STANDARD"DOOR(S)"THEN PLACE YOUR"OPTIONS" PENCIL in WHERE&give Measurements from END or SIDE of BLDG,to PLACE options. DOORS FACING PREFERRED DELIVERY TIME ' � DIRECTIONS I �..----- - I Weather King Portable Buildings and its agents are not responsible for permits,setbacks,restrictions,or covenants.Please contact your local codes department or Homeowners Association.it is up to the customer to decide whether ground conditions are suitable for delivery. Weather King PoRable Buildings is not responsible for yard or driveway damage. Free delivery and set up includes one trip•additional trips may incur charaes to the customer. I,the Customer,have read the disclosure above, ' �� and fully accept the terms provided therein. Customer's Signature: First 50 miles Free Delivery From Lot Thereafter$3.00 Per Mile. � ' 11 C� -�� / �� v . ...____.__.____„__---- .�.___.-----.. . - ; ' C�'�.";5t' °OF .�ElF':E�YRIE€I€.I;S .7E3UZ.L��CiN� .DSPIIR'�C'HSi� `OWi3ER � f`�j�vt �JL� ��r�j��-S I , . . ... . _ ..— - JOB .LOCAT.TQN � S� ( � `J � �l � _ .,�S�� PRRCEL I_D. �� j j '�'�+ ''°2"( _"' C�j��D.._. �e:�C:� '""' OcZC1C����<�'� � '"l, ( � SkiO�I I1I;1G �%�S'T'I�7G Se .P_Ri.��Q�EG1U S'T"RU�'.�'[TR�S 6�CVIIdG DI�4ENSIOPIS �Sc S�a'BA�K�. , - �s ,.r - r `�Q � . _ 1� � �-���� - LITI�1'x°Ir BUTI,DTI�YGS �i�.T�`I' S�IOt�I SIZ� & r dE.1�i�ATION 2NEOA— � . �iA`l�`�t?I�. � FRGNT PRO�ER.`I`Y IrI�IE �.,.'�T(7'�'E EXAtvEPLES 1 & 2) STREET � � . SE'I"BACKS '�OP. R1, R2 ZON3:NG � � 2 . SETBACKS F4R .R3 ZQNiNG 60 ` 6Q' � � - �Q' i�= . � � � �. x � . o � 10 ' P S . �.4 S 10 ' EXISTING IC}` (7. T � 0 ' . � � ° � - S � - � E I� � G ' PROPQSEI} �. �� ��' 2a' SGZ, FAM 30'DUPLE.X i i E'R4�+i'�' �'Rf7�PER.'�'F L�.NS P'RONT PRt3FSR�'Y L�NS ' , � STATE OF FLORIDA DEPAR-TMENT OF COMNiUNITY AFFAIRS "Dcdicafed fo makirig Florida n beffer place 10 caq homo" RICK SCOTT Govemor hlarth 09,2611 P1att Barnes Consolidated Industrics, LLC 3322 Mennonite Scool Road I Montezuma,GA 31063 RE: ManufaCturer Cer[ificatton, ID MFT-7345; Expiration D�ite: March 18, 2014 Dear Matt Barnes � 1l!s my pleasure to inform you that Consolidated lndustrles,LLC,Iocated at 3322 Mennite School Road, htontezuma,GA 31063,has been approved under the hlanufactured Buildings Program,as provided for under Chapter 553,Part I, Florida Sta[utes,[o manufacture Storage Sheds for instapation in Florida. Construction or madffica[ion on a manufactured building cannot begin unUl the Third Party Agency lias approved the pians in accordance with the current Florida Building Code. Your Third Party Agency is a contrector for the Department and I�as statutory autliority and responsibiltties tfi�t must bc met to maintain approved sta[us. Yau may expect and demand quality plans review and inspections. Eacli Code change tivili rnake your plans obsolete untll they have been revie��+ed,approved and indicated[an the cover page of the plans]for compllance with the Code by your Third Party Agency for plans revie�v.Please ensure that your plans are In compliance and are properly posted on our website, All sitc-rclated installation issues are subject to tlm local authority having Jurisdlction. Ttie Department's contractor will make unannounced manitoring visits at least o�ce each year. You must grant Complete access to your manu(acturing faclliry and records to remain In compllance with the rules and regulations of this program. Your certification is approved for[hree years from this date.You vrill receive a rene►val notice by � Emall generated by the BCIS(www.�lorida6ulldina.nrn)for onlinc renewal.If you havc questions you may contact me or Leola Baldwin at 850-921-0956 or our FAX at 850-�114-8436. Plcase vlsit our t�ebsite at tivww.tloridabuildin�.orn to see valuablc information on thc Florida DtanufaCtured Buildings Pro9ram.A copy of tl►is letter must accompany applications for lotal bulldinq permits. SinCCrely, �v' :� L�-' n V Robert Lorenzo I•tanufactured Buildings Pro9ram . cc:National Design and tnspection,Inc. i 2555 SHUMARD OAK BOULEVARO • TALLAHASS[E. FL �2399• 2100 -n . a . B50 B8 0 66 (p) • 850•921 0787 (1) • We b s i 1 e. ��ti+nv dra.slale tl us .COYMW.IiYPW!}1110 d:0-16E.77S6�p) 930JC83l09��• •II�U+ItiaAtIDCONMU1717YDEVCLOPIdE�JT 0.50�BB•7DS6(p� 830•032-56271Q• II E � �,,. c� � � A � � � �¢ W c� � H PG p AREA�p ^F26 AL 67AMP6 ������� � I � 1{!4W r+"+ R-'I ^��W�. tI.G..��f!j�e.P Bu� 2 ..__.__. 760 WESTSROOK ROf�I� (1Q't {� �;�w _. �� 1 � t�7 tiF'il��tt t..W�} �:SpPraro83 ...,„..,.,..,.,.�3d�f �..•.+. � fS� r-� nJcf�erd .��_....._..�.�.... , HIGKORY, KY 4205f �4CU�P��� ACadntart iNG�piotixe�jlr���iwa�A2���� ' � o � � � � €, �.��t�S'� �3�4�iti! �'°vF��I� P1��4i�JS � � o �, � � � ��o MpH s � � 'C� ' c�a��� r����a STATE O� �LC7RIDA 6H��� `L` ,������� v ;� I, WINV YELOGITY 160 M.P.H. F�a a��tu .�.�gg W. =� z, eu��o�NG cA��o�r j SHEET NUMOER T na�a ndod�a�c��an,� N B. WIND EXPO''^.,�JRE B . . �� "4�FR` � Adhcm�a�dro rbn«� ,���,: a 4. INT.PRk55!!RE GC7EFFIGIENT t 0.18 "r"`""""°"`" Conakuctkrn Ty�w ' S. ENGL05URE GLA551FIGATIpN ENGL05[D G-z WiNV LoADltkS pccu/wncy ������� � 6. BASED ON HE(6HT 15 PEEi = �-3 . ��' AHav�bfa M lloa��,.,, -I, ove2HANG ho iealpl�ttDOOplaalNDlheadquartero aa F.nSTra+ir�vsct�cv�e vn�vat,-rq,1WU 9 ' _ 6. FLOOR DESICaN LSYE LOAD 50 P5F � G-5 �FASTENIhG�HECl.Le FNa Retlnp of Cx4 Welfe U , .� ' ....—. _ _ ulanY yl'2-1��6l2 �i F�I,OOR pE51GN DEAD LOAiD 4 P5F 4 _ G-6 _ FASTEM�i�,HEGLLE� _ � Q, R4GF LJE5t6N L(VE LOA4 20 FSF ! A-I FLOOf2 FRAMIYG F'LAN AtfaW.Fld�i Los;.zl?1 v ROOF DE516N D�AD LOAD �� " 1O5 �#�� 'a 2 '�P5F � i�o ios FLOOR oEGK PLhN Md� Glm/ti,,,�t� � '�*'I %�' (0. i"iAtL DE5S6;7 DEAD LOAD ��f ;�- sta i�o A�� El.EVATIONS Alwrord W U�le 6�ocqiwnl�uis not ? 11. LpNSTRUGTIDN TYPE �B i� ' 'I„,� A-a ENDYW.1-FRAtdIHG +�'�a or A�nw My Cnmfion � From uu rwHnromaala of app(caJOa 12.EUILDING OGGUPAttGY= U f 154 '�C , `^ t F l., A-4 entrYi�a.t Fsu,Miti:7 Stetvtava � \ -»-Y ��`-i.� y,1 Yj !8. FIf2E RA71NG EXT.WALLS a 1 l "'�', ( J � SfoE�iL Fwv-tlt1�, w ( ��' saa ' ' G���'' i3 a 1�4. ALLOWABLE NUM6ER OF F400R5 i so .���^,•��"�`,t;, A-5 OBiIALS NtD53�W'NLC �� 15. SNE GON7RAGTORIMANUEAGTURER MUST ! T' � cH,�.i GOMPLY WITH 7HE FOLLOWIN�CODE5 AAt� �'}'•• 3 o A_& OESAilS � ALL OF THERE AMENDMEN75/�JPPLEhtEN79� I 130 :��'r��r'^� A-i DETAILS u - ��..1� � - — � -FLORIDA dJILDIN6 CApE 201P j " �•'�"°,`°%{;f''i;LL ,.:j Iy,:�mNi:in,...�m.y I „� A-8 DEiAttS ' So �3 � 'w��.Hi...:p�.�i,.:�t 140 �. ,'��,� (jj .�."ounn-:")i:. '��:id'�o-:� ~;�k;I�,Jti �e E' � '��wwm FS � :�,;.•`i:�i� '.s°i.,,,�,�. ""�--��� `�\114��1�JJ1�/ � ! ;:"��«.,..�..��,.N,,.,�,.1.��,.,, ; \���PS N p�//i � �:".,"�.".;•��:;,.:;(i;:':.„�C., ico N ? _I „ ,,,���\,�'t'O�` 4�GE�� /�Oy,• � � i�a\Cr�,� i1° � No,S�i222 � g �.y��. b' . ,�:4�` = * '�iiigita({y slgned by'tl�omas A ' •� �A STATE OF �iilon � � `,,�".�6.A, ���t:cn=Thomas A Dixon,o=Dixon .� "��/C'S FIORIOP ,�C���\`�ngineerfnglnc,ou, � € �„��„�e��av..,�s�«a�...,����;«.�s;,.���,�,K,,,��n.�,�,,,:,.�,� �//��'tON ti\l� email=tont@dlxonengineeringinc. � �����/!f I I I11��� com,c=us _ n,� :,,�u�o..u,�,o<�._,�.,a:,> Datet 20i 2,04,i 8 69;A6A7•QR`00' � REV BY DA7E DESGRIPTION ,�q' THE9E PLANS NlERE DE9lGNED tN AGGORDANGE 4^tITH THE 3010 FLQREFA BUILR4N�GODE,BUILDlNC�FOR A THREE S�GONd GUST OF I60 MPH. '� � DATE� 0410'1/12 �HEET � THC�M�4� �4. C>(XON, P.�, w��7"������' LOFTED pARN Ni�OD SHED PLAN DRAWN BY� GEB � � $l�30631 M5u(9034 KS#2IIG6 D1XON ENGiNEERIN�,IHG, T6o Y�SrE+ROOK Rofw ; 5GU 27592 NGU 09�IB5 GAu 034311 SIFCIGT�+AL EtUTAEEWrU AND IHSFEGTION-CAA0195 HIGKORY,KY 42051 GHEGKEO 9Y� TAD �.■ � � - .�' WV#07Iq�b iX#IOA359 MD�40qP5 I04I0 hfAiN S7REET 8b6-977-b4A0 SC,ALE� A5 NOTED � PAp OlqP09 VAb 04559� TNONOTOSA55A,FL�3592 � St7�II2ib1 FL�34222 YOIGE,81�-q82-9&85 FAX,819-962-2305 GOV�R 6NE�r _ - , _� w.a,No� 526-012 I OF I4 � i ARLA�OR APPRBVAL 57�4MPS __...�� � O � w�a�s,r. n,�.,�gr.w p � � O ,��,�,n ��.,, ...,,.���.�.��M ,a� o ,� v, ,�z.,.., �n�;� ,R � b Q N��nOVm.a�Y i mr.r�G�e�leMl��e�'x�nxxtN O M��MllRI•tl +m•btVtvR�YV{'eHAYt��p t wirVANi7fAtN r!'h�uf hbNqY.wN1I:UP � w��awmiv�w.xnwe�i,aan4m�... .V__ II �OM.-..... :.7.�4.-2.,�.,.1•���ra�'�a'n�N��`, li"LCo.•P1'f. ' t�i� w---•.•—............. w��umu aueaa � �...—' �L4�n+un�2��li etpimn'dl .�.......�!:J�a�"tt ...�.._.. �' s�l� ��N,�• � 1':A � � � ISIrLi.rd L�Bullnrk i io nsY +i; a�a G u t�a •xn u5 t n u� �w a�a � �o u.+ mi �indui rV kii��Plne,s2?�,nWntt�ioridnCsttl9sate.`L1.:r_:'?. � i » nt au a�a � w an .ai t +n� ut ant ata � iro �ca srt ,iy` Op 1 10 NI rt.11 Alt 1 W W� kj t ti !ii �tU .H.i i f4 il,f att �'� � O 1 ib 14t aY/ d1A 1 tE HL •n.t O t 1M 10.1 .I1C i10 1 11 {l.l a10 fi�' \\\\\\ / R ii NS .IJN dttl 1 tM ISa sfi �^ TRANSYERSE \ \ Q 1 1> Pf +AN �IA ! !>1 N1 •Hi •`�.' \ QQ LOtYa1lLbltt+t � » �w: .s�x a�.t � t iW �{� aN al,t a ~k�k�rn�m�HmiNi��y.au4:N W 4it�rtF+YbrP+W,aVmaimUSMif g �Mlf'NNMPItIWMWu5vY11. � LIW W�Fql�`�YiVYP'�I�i�YNI�'YMn�Mf I'awl�lvHUl�Nl/�n11. �{Np LOftD MAIN WIND FOf2GE 4:,.�..r�w.�v�:qiwxw�nuw�,rw � alditbmpvinvt�YlftkFi3teNeNm;rtlR�Cw PRE55URE DIA6RAM5 imxyro���a w�,wi�wu,�r,�ww.I�na�+np�.�N+�i� iUN�enAy�PnJ�IYa wl t�puYnM1Y wlil'17Hl��ub'F�n�in saiPM�*:ewatxxYWtr�rter�Yelqh�bq:iii W�wwMtztan�5rif.ttatix156 ��� � �knlvt�Nn�e� 4t� e i!Y .� CB�Q�MiOtOA01.YMRialMEO1d4q40�U1D%OIXIIG � � �r�� �; � ,r � ��A�'�'f�OV�D» �.� o�e�, � � .,�..�, t o � �.�e a DOGUI�EN�' ea t �ai ata ae an �ee .va aae a�. � 3 i 2� s s :s 9 �o i .ia ti�o »e au �CI �liJ ��� .ui ' 5 � h . u s su .sr.y ».a a��� .se� .s�.t aFa .=ai .}i � Ie � �6t d1.t n,Y .0 tea .uc au .ut i} 3 fl.4 �2 itf f4 42f .Wf .IfA •iU � e pO li ! 8A OD 40 CD .i) •!if .tf •10.l Y ZOtE tlrfl I tl�i i1�i iA/ VA 1.1 .tr.f 1.1 .IIA � (JS 3YPtGfi1 u»e i +hr a�t tt1 t�n sr� :f r �u aa t3 � ^ �5 �2� O �y�2 O �� �1urlAnnnl�lwrPaHinnWnMbinrybMwxMlf.q�mn�mTfbtf ^�-„' U ti��Mah�d�vanMtM`bsavn t.M'wllNen�w�mwtb�uauvT¢mrqP�kur1 nNnnl�uvw�r�vm.Onl4+�nt�A � I hvhN��tlUf6u�IY�hT11�SV0.J+. /p. L !.k*c�rnSxffNV�min saM�?1�Y(.:xieYd�24�iY�4WS�vnls.tlC��WSVlnn.vF+h4+a� � ��W c��tMx�h W oi»a•����IVM+�9 W Kh Npn 1'�Ima M Ina�M���pN. 20t� m natcts. si �'s :' :'t D{gltally slgnEd by � o �9 ;3 i�9�9 ;],��8 \,1��111�I��/��� : ;7homas A Dlxon � WIND LDAD GOMPdNENT ANp GL.ADn G WINn LOAD GOMPONENT ANp GLADDING ��'�'�5 A f//r DN;rn=Thomas A B N1ALL PRE5517RE DIAC�RAM ROOF PRES�IRE OtAGRAM ,�,i`Z' O�/i xon,o- xon No.saz22 Engineering Inc,ou, � =* ,t *= emaEl=tom@dixone '� �� sTn�of 'k' nglneeringinc.com, ' a r�o,h ��ti c=US � �i/c'ss'2oR}9F��ta\��� Date:2a 12.44.18 �, ���/ffl�N `�\\�� 09;47:11-04'00' REY 8Y RA7E pESGRIPTlON � �" TNE5�PlANS 4^�RE DE5l6NED IN AGGORDANGE'ltiTH TH�2a10 PLOf2lDA BUILPlh16 GODE,6UiLEJl�lG F012 A TNRE�SEGOND 6U9T OP!&O MPH. " tHC�M�4a �4. t�iXON F'.�. UJEA'CHER I4"II�ICt � DATE, D4/09fl2 �,�e�r �i � IOFTE�6ARN WOOD SNED PLAN At+�30b37 �i5�I9034 K5u 21I48 D{XON ENGINEERIN�,ING, 76o hf57sRaoK RoAn DRAWN BY� GEB ti 5GU 2'1592 hGU p35965 GAU 03q9"II 5TR1LriW+J.E11GItgEWNG AND IH�EG11G4-LOA BIa5 ialGKORY,KY q2o51 GN�GKED BY� F5G �i.2 � WV�O'itR36 TX�104353 MD#4A309 l0410 hV+1N 57REET 886-417-b4qo SGAIE: AS NOTfD � ��-' PA�07AOOq VA�04559� THONpT05A55A,FL 995q2 � T11e l32Tbt FL�34222 Y4lGE�813-4b2-988�EAXz 8f3-q82-2306 UJlND LOADlNC� W,p,ND� 526-012 � �� �� a GEN�RAI. NDTES A�EA�OR„APPROYAL STAMPS i. THIS STRUGTURE f^!AS DE5IGNED !N IN AGGORpANGE WITH THE 2010 FLdRlDA BUILDING GUDE,6UILDING(F.6,GJ 2, ALL MATER�AL.S AND LABOR SHAtL BE IN AGGORDANGE WISN THE ABOVE GODE ANp ALL O7NER APPLILABLE LOGAL GODES AT THE TIME OF MANUFAGTURE. 3, WRITTEN DIMEN510N5 SHALL TAKE PREGEDENGE OVER SGALED DIMENSIONS, 4. THE POUNDATION PLAN 15 A SEPqRATE 5ET OF PLANS FOi2 APPROVAL BY LOGAL MUNIGIPALITIES. 5, EXTER�OR DtMEN510N5 GAN VAi2Y BETWEEN LIMiTS SHOWN AT 2'O,G,Bt1T MEMBER SPAGiN6 SHALI.NOT EXGEED LIM{T5 A5 tNDIGATED. 6. ALL TNE FpLLQ1^IIMCn LUMBER SNALL&E PRE55URE TREATED IN AGGORpANGE WITN AWPA U5E GA7EGORY UG4B{GROUNp GON7AGT,HEAVY DUTY)� 5KIp5. �� l, ALL THE FdLLOWINC�LUMBER SHALL 6E PRE55URE TREATEO IN AGGORPANGE FlITH AWPA USE GATEGORY UG38(EXTERIOR ABOVE GROUNp,UNGdATEA OR s POOR h'A7Ef2 RUNO�P)� FLOOR J015T5,P4Y!'i00D FLOOR DEGKING,ANO EXTERIOR RATED S'�OOD 5TRUGTURAL PANEL 51DINC�, ' 6, ALL FASTENERS ANp GONNEGTPRS IN GONTAG7 WITH F'RE55URE TREATED WOOp SHALL BE HOT DIPPED GALVANiZED(6185j OR STAINLE55 57EEi., ��te.... .`_� �4 �Z" Pienwo,__>��_:�l�. � q. Al.L WItdDOWS NtiTHlN 24"OF DOORS,ANP Al.L 6LA55 IN DOQRS 9HAL�BE 5APETY,TEMPEREP,OR AGRYl.IG PLASTlG SHEET. apP:,�,o ny,�.�,��_,/,�,�,,}�q�.,f,n_,_..... � 10, FOR ROOFS WITH ASPHALT SNINGLES ANp A SLOPE B�TWEEN 2 TO 12 AND�{TD 12 SHALL HAVE A DOUBLE UNDERI.AYMENF APPLIGATION A5 REqUIREp iN tUc4c�dL.Bulyck � AGGORDANGE N{!7H SEGT(ON(5p't.2.8 OF TNE 20lQ F.6.G. ni���as nyil4tta,p ntoxs Sizmn3nnr�7ort+�n t:cott3!cn?e�tt;<��� � II, UNDERLAYMENT SHALL 40NFORM WITH SEGTION 1501.2,3 pF THE 2pf0 F,B.G, 12. ASPHAI.i 5N(NGLES SHAL�GONFoRM NtITN SEGT(ON ISRi.2,5 OF THE 2010 F.B.G.ATTAGHMENT OF ASPNAL7 SHINGLES 9HALL GONFOh'M WITN 1507.2.7 OF THE 2p10 F.B.G. � 13. PASTENERS FoR A5PHALi 9HtNGLES SHALL GoNPORM To 5EGTioN isa7.2.6 oE THE 2ola P.B.G. � I$, TIE-DpWNS SHALL MEET THE REQUIREMENTS OF ALL ApPLIGABLE GODES. �• I5. THESE PLANS HAVE NOT BEEN DE516NED FOR HVNZ REQUlREMENTS A5 5ET f-OR7H!N THE 2010 F.B.G OR FOR USE AS A GOMMERGIAI�BUILDING. � 16. THE GONTRAGTOR 5NALL 8E RE5PON51BLE FOR V�RIFYING ALL EXI5TIN6 GOND�TION5, I`!. THE GONTRAGT4R StiALI BE RE5PON5lBt,E fOR DELIYECtY AND PLAGEMENT OF LAWN 5TORAGE UNIT TO {NSURE TfiE IN7EGRITY OF TWE BUILDIN6 AND!75 q GOMPQNENT PARTS. � f8. NO F(El.D REV15iON5 TO ANY 57S2UG'CU42AL GOMPONENTS OR D�VlATIONS FROM TNE5E DRA4^lIN69 SNA�L BE MADE. � Iq, THE OWNER ANp THE GONTRAGTOR SHALL HOLD HARMLE55 TNE EN6MEER FROM AND AGAIN5T A4L LIA81LiTY GLA(M5,DAMAGES,L055E5 AND EXPEN5E5 INGt�UD1NG tEfaAL�EES AR15lt�6 OUT OF OR t2E5ULTINCa PROM ERRORS Oft OMI5510M5!N TNE PERFORMANGE OF THE WORK BY TNE GONTRAGTOR. ii 20.SEG710N5 ANCJ DETAILS ON THE DRAWIN65 ARE INTENpED TO BE TYPIGAL,4ND 5NALL APPLY AT ALL SIMILAR L�GATIONS,UNLE55 pTHER SEGTIRNS AND p��` � PETAI�S ARE SPEGfFiGALLY REFERENGED. I�f � r' � 21. REFER TO SUPPLIED FASTENING SGHEDULE F4R FAST�NING BASED ON GONNEGTION AND LOGATION O�MEMBERS A5 PER 20I0 FL6RiDA 6UI4IIIN6 GODE ts�t��1��V�w'� ,� TABLB 2304.�1,t UN�E55 NOTED pTHERWISE. � �' 22.BUILDING5 HAVE BEEN PE516NED FOR LP SMARTSIDE pREUS(ON PfiNEL 5tPING,LP SMARTSIDE PREGiSiON LAP SIPIN6 SNACL NOT BE USED. ����''����� H 23.FASTEkER5!N LP 5MAR751RE PREGl510N PANEL 51DING MUST NOT BE INSTALLED!N PANEL SIpING GROOVES IN THE FIELD OF THE PANEL 51DING pR WHEN f� 7NE PANEL.StDIN6 6ROOVE5 OGGUR AT GUT EDGES DP TNE PANEL SIDING, ' �'� 24.REFER TO THE IGG-E5 EYALUATIOK F2EPORT ESR-1301 POR ADpITIONAL DATA Ahlp SpEUFIGATIONS OF LP SMART5IDE PRBGISIpN PANEL 51DING. " ?5.MAX pPENINGS W�DTHS MUST GpMPLY WITN DESICaN RATI05 A5 PEf2 ANSIlAF3PA 5DPW5-2005.BWLDINGS HAVE BEEN DE5i6NED TO HAYE OPENItd65!N a END!'JALLS WITH MAX WIDTNS EQUAL 70 TH05E IN TNE ENDWALL SHEAR WA4L GHART. �1 26.AS PEf2 S�GTIC7N 553,7"f(10}(h},PLORIDA 5TA7UTE5,57pRAGE SHEDS THAT ARE NOT pESiGNED FOFt HUMAN NA6I7ATION AND THA7 HAVE A FLOOR AREA 9 OF't2Q SQUAI2E FEEi OR LE55 ARE NOT REQUlRED TO GOMPLY WITH TNE MANDATOF2Y WIND-BORNE-pEHF215-IMPAGT STANpARDS OF THE FLORIpA � BVILD�NG GODE,IN ADpITION,SUGN HUILD�NGS THA7 ARE�i00 SC�UARE FEET OR LE55 ANI�TNAT ARE iNTENDED FOR U5E IF!GONJUNGT{ON WiTN � ONE-AND-TWO-PAMILY RESlDEhlGES ARE NOT SU6.lEGT TO THE DOOR HEI6HT AND WIDTH RECVUIREMENTS OF THE FLORIpA BUILDING GODE. � 2'1. BUILDINGS HAVE BEEN pE51C�NED TP HAVE ANGHORS p1REGTLY ATTAGHED TO ALL POUR GOf2NEt25 OF TNE BUILDING 7d RE5IST TEN5tON F032GE5 FRpM : LATERAI WlND LOADS,THIS AE5lGN GONSIDERATION MUST BE MADE BY INSTALLER NiHEN ATTAGHING ANGHORING 5YS7EM TO BUILDING. ���,', 28.UNLE55 NOTED OTNERWISE,AT7AGH ALL MANUFAGTURED PRODUGTS IN AGGORDANGE YVI7H MANUFAGTURERS SpEGIF(GATIONS. ' �Digitatlyslgned � ��byThomasA ,�\����d�j���/��� NOTE, 51TE INaTALL�D ITEMS D1"°" ti`�1���`S�c�ras 4i��i DN:cn-Thomas.�. � � �' -J•�j b TNIS BU11C1IH6 15 NOF DE5I6HED FOR FilJMAN �� p i � NOTE THAT THIS LI5F DoES NOT NEGE55ARILY L(MIT TNE{tFMS oF WORK ANP Dlxon,o=Dixo � �' 'x HABITATION ANp DpES NOT HMVE RUNNIKG WASER MAiERIALS THA7 MAY BE REGtUIRED FOR A GOMPLE?E INSTALLATIpN. ALL C�'� � No,34222 Z w � OR SANITATION SERV(GES.TH15�SI.OItl6 SS fnglneering Ir� ,� � DE5IGNED A5 A UTILITY SNED TO 570RE LAWN SITE RELAiED ITEMS ARE 5t,`B.7EGT TO LOGAL JJRlSDIGTld}tAt�APPROVAL. ou� � * *—. EGNIIPMENT 5LlUH A5 WSiEEL 8ARR0}�5, emall=tom@d'"�.p STAYE oF I,i'HE GOMPl.EiE FGVNDATIQtQ SttPPORT AND TIE-DQWN 5Y5TEM, ��; � GARPENING SUPPLIES,FLOVJER POT9,AND 2,RqMPS,57AIR5,ANp GENERAI,AGGE55 TO 7HE BUILDING IF NEGESSARY. nehglneeri�gliiC��� t��, � GP Ri?SOARD 80XE5 Y11TN YARIdJS SMAII ITEMS. 3.6UTTERS AND pOWNSPOf}t5 ON AL�BU}LtIlN65 Y{ITM EAVES OP LE55 THAN Date•2012.04,18r'��� �oRt4� ZyG?�\ � 6 INGHES HORIZONTAL PROJEGTION EXGEPT FOR GABLE END R,4KE5. 09:q8:04-Oq'00' /��///�N \\�`\ � �1(tl1111111 REY BY DATE DESGftiPTlON � THESE PLANS V�EERE DE516NED IN AGGORDANG�WITH TH�2010 FLORIDA EUILDING GODE,6l11�.DIhIC�POK A FHRE�SEGOND 6U5T G7�ibt?NfF'H. � �"H C71"f A^� �4. i�i XC�'N, P.�. ����'���+���� DftTE� o4roqr�2 sHe�-r � LOFTED BARN WOOO SNED PLAN DRAWN BY� GEB ��, At.�30637 M5�1A034 KSU 2{Iqd DiXPN ENGINEERINt�,ING, "t6o i+�StaROOK RoAC> „ �a 27592 NGU o05Q65 GA�0349'11 5itdlGTtWL E�IGItffEWNG N1D IN�EGTION-GOA BA5 HIGkoRY,KY q�051 GNEGKED 8Y� F5G �.N 3 � °' WV�07Iq36 77t�I04359 M4�40905 104Ip MAIN STRE�i 8b6-477-b440 SGALE+ AS NOTED F� PA�0"Iq00q VAp p4551� 7HONOT05A55A,PL 335q2 3 OF 14 � 1Nu iI2TbI FL�34222 VOIGE,8f3-�i82-9885 FAX,6(3-462-23pb ��T�r7 ' W.O.NO, 526-012 �RE,4 POR APPt20VAL 87AMP8 .-....-... ��� ! �I�i1V� �t����Lrl�� GONNEGTION �ASTENINC�a��` LOGATIO�! l..1015T TO 5(lL OR 61f2DER 3-8d GOMM4N(2 112"x O.i3(°) 3-3"x O.I�I°NAILS TOENAIL � 3-3"!4 6AGE STAPi.ES :� 2.BRIDGlNG TO J015T 2-8d GOMMON{2 I/2"x 0.131") 2-3"x O.I31°NAILS TpENAIL EAGH ERD `� 2-3"14 GAGE STAPLES �yY �y, �� fi� - ��ntn.._..,. a.� ��» rtaxNO.w..S_�'�_:b�.L.... ,h '�.SOLE PLATE TO J015T OR BLOGKING Ibd(3 I/2"x 0.135")AT Ib"O.G. """"""' ' � 3"x 0.131°tdASLS AT S°O.G. ('(PIGAI FAGE NAIL •�pp:vvoe .............f�.d'}SSl.i��tr....��.�._.... .. �• 3"14 GAGE STAPLES AT 12"O.G. 1ileW:td L�6utiotk =; �}.SOLE P4ATE TO J0157 OiZ HLOGKING AT 3-�bd(3 V2"x O.i35"j AT I6"O.G. � A1odalnr ln,;3�inr.s[�lrsalncr t7orldn(:ci1A4.nkc Y�!�;r.r, �� t3RAGED NtALL PANEL q-3"x 0.131"NAILS AT b"O.G, BRAGEp}^10.�L PANE�S � 4-3"14 GAGE STAPLES AT 12"O.G. � 5.TOP PLATE TO STUD 2-I6d(3!!2"x O.I62") � 3-3"x 0.181"NAILS END NAIL �- 3-3°(4 GA6E 57APLE5 q .._ ...... .-._ � b.STUD TO SQI.E PI.ATE 4-8d GOMMON{2 I/2"x 0.13!") 4-3"x o.I�l"NAILS Tt�ENAIL � 3-3"14 GAGE 57AP�E5 '� 2-16d GOMMON(3 I/?"x 0.162'7 � � 3-3°x 0.19E"NAILS END NAIL ttlfll _ 3-3"14 GAGE 57APLE5 t, tryV t/l�t`/ . �� '1.Dpl1BLE SiUpS Ibd(3 i/2"x O.I35")AT 24°O.G. ���i_�f�U V���� �b 'a191tallysigned by 3"x 0.191"NAILS AT b"O.G. FAGE NAIL �O�"`����`�' �, ;Thomas A Dixon ` 9"14 GA6E 5TAPLES AT I2°O,G. • �� DN:cn=ThomasA a,pGUBLE 70 PLA7E5 !6d(3 1t2"x O.I35")AT i6°O.G. •� Dlxon,o=plxon 3"x 0,131"NAILS AT 12"O,G. TYPIGhL FAGE NAIL ! Englneerit�g lnt, 3°14 6A6E 57APLE5 AT 12"O.G. =1 ou, b-Ibd GOMMON(3 I/2"x 0.162") ^; erria3l=tam@dlxon M engineeringinr,co 12-3"x 0.13i"NAILS LAP SPLIGE m,e=t1S 12-3"14 6AGE STAPLES � Date;2012,04.18 "�,BLOGKING BETWEEN.1015T5 OR RAFTER9 3-Bd GOMMON(2 I/2"x p.131") " SA-p4'00' TO 7QP P�.ATE 3-3"x O.l3i"NftilS TOENA(!. � �� ���q���„\C��F�4/fp i 10,RIM JOIST TO TOP PLATE 3�x 0.131GNAILS ATb"O.OG.G TOENAIL .,"��`"„ No.34222 y� 3"14 GAGE STAPLES AT 6"O.G' � � - i �¢ ��t * *= ES.TOP PLATES,LAPS AND INtERSEGTlON9 2-16d GOMMON(3 112'x O.ib2} ,� =��o giA7g pF 3-3°x 0.191"NAILS FAGE NAIL � r��p �,�,� 3-3°Ik 6AGE STAPLES . i � ��/�j��l��ljly111,,�\\`�\'�`� 12.GONTINOUS NEADER{2)PIEGE�a Ibd GOMMON����ONTINU p)1 �� �•G.ALQNG ED6E �' REV 8Y DATE DE5GF21PTION � TNE5E P�ANS S"tERE DE5IC�NED iN AGGORDANGE!^tITH THE 2oIQ FLORSRA BUIt,DiNG GQpE,8UILDIN6 FQR t1 THREE 5PGOND 6U5T O�(&P MPH. � tNt�M�,a �,. DiXC>N, �.�. ��������4�� DA7E� 04la4Jt2 5NEET Dl. LOF7ED BARN{tiIJOD 5HED pLAN DRAWN BY� GEB � ALw 3t?b9i M5�I9034 KS#21IQ8 DIXON ENt�iNEERiN6,ING 7k0 nE5TeR0oK RoAo /�1� ) ;� 5CU 2"15q2 NGu 095985 GAp 034311 5TR1GIU2AL ENGIIgERIhG AND II�FEGTIOH-COA 010.5 NIGKORY,KY 42051 LHEGKED 6Y, F5G r .�.lJ. j .�' WJ�6itR36 TXd�04353 i��40�105 104t0 MAIN StREE7 ebb-477-&440 � �T' S PAb 0"1900A VAu 045593 THONOT05A55A,FL 335q2 SLAGE� AS NO fED i �� 7ti#1I2Tb! F4�34222 VdiGE:1?13-962-R8S5 Fl�G Si3-982-290b �A81'�NING SGWEDULE Wp,NO� 52b-012 4 OF 14 . � . I ........... . .. . . �_. _ A(��A�OR APPROVAI. 37�QMP8 �, �,4�at�lUINC� �CH�J�U1.� a GONN�GTION � FASTEhlING°��` L4GATIDN w 13,GEILING.kJ15T5 TO PLATE 3-6d GOMMpN(2 I/2"x 0.131") / u 5_9"x 0.131"HAiLS TQENAIL iktte_..:. . � 2G� ��' 1�txn Na,.�'y!>r G/7'._... ,�' 5-3"t4 GAGE STAP�ES ,<:- •-.,!{---�et � - -•-- � — ,lpps,rrod y._.�_...-,...�.dt3�£.t»r _�._.._...... � 14.GONTINOUS HEAD�R 70 SiUp q-6d GoMMpN(2 I/2"x 0.131") TOENAIL t;��w:�d r„19uw,c� �• _.. � I5,f2,AFTER Td PLATE 3-0cE GOMMON(2 112°x Q.131"1 �Sodnlor �ilLili;t Plans T�\wuJncr 41orIJn CaMMlcnlc Y�)!:"!' y 3-3°x O.I3I"NA(LS TOENAIL � 3-3"14 GAGE STAPLES _ � Ib.I"DIAGONA�BRAGE TO EAGH SiUD AND 2-8d GOMMON(2 I!2"x 0.131") Pt�A7E 2-3"x O,S3l"NA1L5 PAGE NAIt, � 3-3"i4 GA6E.5TAPLES � - � � I'1,6UILT-UP GORNER 57UD5 Ibd(3 I/2"x 0,135") 24"O,G. 3"x O.!'�f"NAi�S Ib"O.G. � 3"I4 C�A6E STAPLES (b°O.G. ..s n � IBA.EUILT-UP 61RDER AND BEAMS 20d GOMMON(4"x O.Iq2"32°)O,G. FAGE NAIL AT TOp AND IV lJ I �`� --ry 3"x 0.131"NAIL AT 24"d.G. B07TOM 5TA6GERED ON p f l !� tYi,�,�+ 3"!4 CxACaE STAPLE AT 24"o.G. OPP051TE SIDES ��t1/��3/��t$'�i'tpl�U�p�tn � 7 2-2pd GOMMON(4"x pJG2'7 FAGE NAII.AT ENDS AND AT �VUUIVI�'IW� � 3-3"x 0.131"NAIL EAGH 5°LIGE ' � 3-3"44 GAGE 57APLE � Iq.GOLLAR 71E 70 RAPTER 3-Ipd GOMMON(3"x 0.148') y DIc�Itallyslgnedby7homasADixon 4-�"x 0.131"NAILS FAGE NAIL � DN:cn=Thamas A D3xon,o=pixon' 4-9"14 GAGE STAPLES J � Engi�eer3nglnc,ou, i 20•ROOF RAFTER TD 2-SY R1D6E BEAM 2-Ibd GQMMON{3 I12"x 0.162") , µ emall=tom@dlxonengineeringinc.c g-g°14 GIAG STAPL�S TOENA�L OR FAGE NAIL � om,c=US _ 6ate:20t2.04,18 69A9:50•04'OQ' 2i..t015T TO BAND JOiST 3-Ibd GOMMON(3 112°x O.lb2°J � �\tl{�l�lll/ �-a°x o,�s�°r�ni�s �ACe r���, � \��\���,9 CeµN�///�,,� 4-8"14 GAGE STAPLES \ �� `�^2`O 1. F -�-�/i (GONTIttUED) � � Mo,3i222 �'� " =* �c tk- � �'Q STA'CE OF �� � ��a� F20RIOP G��,,''� � rrr��/ttti11111111�\\` � � REY BY DA7E p�SGRiPTION � TNES�PLANS YVERE DE5{f�NED IN AGGPRPANGE WITH TNE 2010 FI.ORIDA 6UILDINC�GODE,6UILDING FOR A THREE SEGOND GUST oF I60 MPH, - � pATE� 0410AIi2 SNEET :� rt H C7M A,� �4. D I Xc�N, P.�. w�a�rNe� K«v� ,�,�, LoPrEO BAwI WooD SHev PI.nN DRAWN BY� GE6 At�30637 M5�15034 K5�211Nb f71XON ENGlNEERlNG,ING. 7601+E57BROOK ROAv � 5ts�215A2 NG�Q35�105 GAU 03437i STf�W7iRtJ.EtYs(t�ER}Wi Atm It�GTi4k-GOA8Y�5 HicKOftY,KY 42055 GHEGKED BY= F5G G.. WJp 071936 TXp 104'�53 MDn kON05 I0410 MA�N STREET 8bb-977-64k0 SGALE� AS NOTED ` b PAa O'1q00N VAu p45599 THONOT05A55A,FL 335q2 5 OP 14 � �a��2761 PLp 04222 YOIGE�BI9-962-9885 FAx�819-q62-2306 �A6TENING 6GHEDUL� w.o.No� 526-012 _ — -- AREA FOR APPROY,Cl, 81AMP$ � " t�����I�i��� �V����i�� GONNEGTIQN �A�"aT�NINC7"'� C.OGATIDN plgftally signed b 22,Fh'OOII STRUG7URAL PANE(.5 AND !12"AND LE55 bd°�� Thomas A Dixon PARTlGLEBOARDb SUBFLOOR,ROOF AhID ' 2 3/$"x 0.113"NAIL� QN;cn=Thomas A �;, N2ALL SNEATHiNG(70 FRfi,MIN6} 1 314"tb GAGE"' D{XOTt,d=[}1XOn ' 4� 15l32"70 Iq/32" 8d GOMMON(ROOFS IN IIO-Ih0 � Vo,d MPN EXP"s") Engineering Inc, � SINGLE Fi.00R(GOMBINAT(ON f9/32°TO 3/4° Sd°OR 6dg 6!h'GN O.G.ED6E5 AND �u� � 2 3/b"x 0.113"NAIL" INTERMEDIA7E,k"O.G.AT email=tom@dixa � `aVBFL00R-UNPERLAYM�NT TP FRAMING) 2"I6 6A6E" G(?MP024ENT5 AND @riglt�ee!'l1i�It1GC0 �,t��!�v 1,2� 6fz GLADDING�DGE'STRIP� ."��� .� 1-�-�-.1--•..-,p�-.1'I+tnNa..,,�_„�.,:;,_..._. �• 7!6"TO i" 8d° ZONE$ YTI�C=US ";��� •adlly.-....d....F1..C�ac���-.�e...�.�..._.._.._...... �� i I/e"ro i i/q^ IOdd OR 8d° Date;2012.04.1� �;i,�„d r,�NuL�rk �`' 3/4"AND LE55 6C1° {7g:S�;Q�-�t}����tfo.^. ariA��1d(RSPipr,aF.mmincrFtarl+lnCsrlAR.�+:.^3;±i;$�r• � � -- -- !fS"o�i it4" odd oR 8d@ .. . _ ,��`ti'�'���$~�C���ra,torrir � 23.PAPlEt.51DtNG{70 FRAMING) l!2"OFZ LE55 bd ` �2� � __ 5/6" 8dt ka.34222 ; � �* �' �k= � 24,Pi6ERBOARD SNEATHtN69 I12" NO,il GA6E i200}=I�'6 NAli.h — `< bd GOMMON NAIL(2"x O.IIS") °.��o �A�� �� �M1 NO lb 6A6E STAPLE' i�,s. ��c�r F 25(�2" 8d GI MMON NA��(2 U2�"x O.I3i") ////Tjfljj���}�����1,\`\` ��i�1t'��'�i iV�U�tI» � NO Ib GAGE 5TAPLE' ����p,p�p�� �bSG,1ti3 � a. GOMMON OR 60X NAILS ARE PERMITTCD TP BE USED EXGEPT WHERE OTHERWISE STATED. � b. NAiLS SPAGEp AT 6"O,G,AT ED6E5,i2"AT lNTEi2t�iEi?IATE SUPPORTS EXGEPT 6"AT''--�1PPORTS WNERE 5PAN5 ARE 48"OR M6RE.FOR NAILING OF WOOD STRUGTURAL PANEL ANp PARTIGLEBOARD DIAPHRA6M5 AND 5HEAR WALLS,REFER TO SEGTOIN 2305 FBG.NAIL5 FOR 'n WAtG SNcATH1N6 ARE E'EE2MITTED 70 BE G(3MMON,�X OR GASiNC,�. m c. GOMMON OR DEFORMED SHANK(bd-2"x 0.113";8d-2 I/2"x 0.131"i Ipd 3"x 0.148"), 3 d. GOMMON(6d-2°x O,I13";Sd-2 U2"x O,S3I°;Ipd 3"x p,I48"). � e. DEFORMED 5HANK(bd-2"k 0.119";8d-2 I/2°x 0.131";IOd 3"x 0.148"). E P. GORROStON-RE5I57ANT SIDING fbd-(�!8"x O,IOb";8d 2 3I8"x O,I28")OR GASIFl6(bd2"x O.ORq";8d 2 IJ2°x O.lI3"}NAtL. � g. FA5TENER5 SPAGED 3"O.G.AT EXTEl210R EPGCS AND 6"O.G.AT IN7ERMEPIATE SUPpOR75,WHEN USED A5 STFtUG1URfti�SHEATNING. SPAGING SNA�i.B�6"O.G.�N THE EDGES AND 12"p,G.AT(NTERMEDIATE�-..tlPPORTS FOR NONSTRUGTURAL APPLIGA7lON5. h. GORR05lON-RE5l5TANT ROOFING NAILS 4^{ITH l/I6"p1AMETER HEAp AND I I/2"LENGTH FOR I/2"SHEATHING AND I 3/4"LENGTH POR 25�" SHEATHING. ��_'', I. GORR05fON-RE5l5TANT STAPLES WlIH NOMINAL Ulb"GROWN OR I"GRG7WN AND I I/4"LENGTH FOR I/2"SHEATHING AND I I/2"LENGTFI FOR '�' 25fd2"SEATHING,PANEL SUPPORTS AT tb"(20"iF 57REMGTH AXIS I5 THE LpNG DIREGTION OF THE PAN�L,UNLE55 OTHERWISE MARKED), � �. FOR ROOF SNEATNlN6 APPLIGATIONS,8d NAlLS{z UZ"X Odl3"}AFiE TNE MlNIMUM REQUIRED FOR N'OOD 5TRUGiURAL PANELS. b k. 5TAPLES SHALL HAVE A MINIMUM GROWN WID7H OF l/fb", L' �OR ROOP SNEATHtN6 APPLIGATI4N5,FASTENERS SPAGED 4"o,G.AT EDGES,8"O.G.AT INTERMEDIATE SUPPORTS. � m, FAS7ENER5 SPAGED 4"O.G,AT EDGES,b"O.G,AT INTERMED(ATE StIPPORTS FOR SUBFLOOR AND WAi.L SNEATHING ANP 3"O.G.AT EDGE9, 6"AT EN7ERMEDtf�'fE SUPP012i5 FOR ROOP SHEATHIN6. � n, FASTENER5 SPAGED 4"O.G,AT EDGES,8"AT INTERMEDIATE SUPPpRTS, 5 � REV BY DA'f� DESGRIPT(ON t = TNESE PLAN5 N1ERE DESIGNED IN AGGORDANGE WITH THE 3t71d FLOi2(k7A 8l1I�DlhlG Gt7DE,EUll.t?iNG FOR A THF:EE SEGONtI 6UST OF(60 MPH. . � — ---- " tHC�MA� �4. C IXO1�l P.�, tu�,as��RK�t�c, QAr�, o4loar�� sr�e�-r z� t LOFTED BARN WOOD 5HED pLAN �, 'ALU 9063'I M5u 1903d K5u 21I48 pIXON ENGiNEERiFtG,ING. 'fbo WESTaRaoK RoA[� DRAWN BY, GEB „ ��275�2 NGp 03�165 6Aa 034371 StR�G7U�Al.EN61t�EWt16 NID IIiSFfGTION-COA 010.5 HlckoRY,KY 42051 GF�GKED BY� F5G �..� - .a VN�07193b TXp 104353 MD�40905 I04ic7 MAIN 5'nzEET 566-477-b44o SC,ALE� A5 NOtED � AAu 07Q009 VAa 445:A9 TNONOT05ASSA,FL 33592 6 OF 14 �' TNp II2761 FLa�4122 VOIGE:8l3-982-9885 FAX�8l3-482-2�Ob ��cEiT�����5�Ce���7��� YV.O.NO� 526-012� Digitally slgned by AR�',0.F6R APPROYAL 6TAMP9 7homas A Dlxon IO`-O"TO 24'-O"AT(6°OR f2"INGREtdENT5 8'-O"WIDE DN:cn-7homas A Dixon,o=Dixon � Englneering inc, ay A-6 ou, — - email=tom@dixon 2x4 RIM.10157 � engineeringlnc,co m,c=US (21 4X6 P,T,5YP#2 5KID5 '� Date;2012.04,18 � (3)2x4 P.T,9,Y.P.��2 ' �� 937-04'QO' FLOpR J015T AT £s, �llltlS�����f�/'/ END YU+LlS fr ,,,�t��5 i"A �/// � �ti O 4��E�f �-j-�/, P.T,2x4 SYPa 2 FLOOR JOISTS AT r� �fj 1 L �Lb'u/'" i� �h"T U�i �0 16"O.G,MAX „��u...... � rleu Ivu._...................... i .�.._../ �� � � NO..x{222 � •',yy»vynA J"._....._.f.L.VtS.�s4,^S'.�frr.�—_...___..._... F � � 8'-d°WIDE t:Sclresd F,.Huit�c¢ � y� S7ATE OF * r'� ��OOR �RAM INC� Pl.AN nsoanlar isWU��i'luee[�r.iulner?yormu c::�al�«t��.�!+:!4 �. j�0.t� ,2�� A-( SGAtE�{!4"=P-O" � �//c/%�����������\\\\ � i2'-O"70 33'-b"AS 16"OR 12"lAlGREMENTS II'-2°WIDE �; ' 12'-O"70 90'-O"A7 I6"'OR 12"INGREMENTS Iq'-0"WIDE �D� � P.T.2x6 SYp�2 ELOpR JOISFS AT lb"4.G.MAX ��~7���V��" :� `�OCUM��1� �r, �.. I " `r A-b ;�' �R ry L � - �' � o � (4J 4X6 P,T.5YP�2 5KID5 � � fLQOFt JPIST AT az � END WA{,L5 G �{ _ _ y�� � (� g CTl C�`! c �' � _ � .... _"_ � 10'-0"ANv if'-2"WI�E � 2 �1.00R �R�4MIN� PLAN :� A-I SGALE�Il4"�I'-0° � REV 8Y DA tE DESGRIPTION „��,' THES�PLANS Y�F2E DE5IGNED IN AGGORpANGE WITH THE 2010 PLORIDA BUILDING GODE,SUILDING FOR A THREE 5�GOND C�VST O� 160 MPH, " s �'H c'�M�4a �4. D I X4N, P.E. w�ar���K��v� PAiE� o�r�n2 5,����r LoF�v BARN th000 sHEV�AN pRANW gY� GEB u ALp 30b37 NSa Vqp3A KS�2ll4B DIXON ENGINEERING,ING. '160 N�5iBRO0K ROAo �' SCc�2��2 Nc�03"xi85 GA�0343TI 81tL7GitSW.EWEWi1t�ERt�i t�ND iI�PEGSioN-LoA 8544 HlcKaRY,KY 42o5i GNEGKEP BY� FSG �r 1 u WVd 071936 TX��pA953 MDH 40q05 10-010 MAIN SiREET 8b6'q't�-b4h0 5GALE� AS NOSED �- �i' PA�o1q009 VAu 0455N3 TFIONOTOSA55a,FL 335ui2 "1 OF 14 � TNU 112761 Flu 34222 VOIGE�813•962-9885 FAX,ei�-qez-s�ov F4.00R FRAMING PLAN6 W,O.NO� 526-012 � � L ARrA POR �4PPROVAL 67AMP8 --- - - ( . . . � ��'����(�a � - I f��l._I..� � - - _r._ ' � �' U� � lV � ! � 8 ,., I 1 I I � I I �� � �� �� ,x�tr:.... �,,,..�l.?:��1�� Itlttn t�o�S ZG...d/�.. �� � OPTIONAL WINDOW npq,ma By.-...,.M..,..�.�},�C_f��_..____....._.. � � Filtt3r.nt 7„Bu1?�rk �h u,_.� _. �4����t++t j��;u)G�PtnuJ T•lvmteter Fimidn(:a�ti5kn:r J!;::x � ENDWALL NOTESi t, /�, �s ^�pI y�� � \�1�����(�///� � ! 1 1 ���wV1�!I IQI V l,DOUBLE Y�iAAI.L 511fD5 SHALL E3E FASTENE4 A5 51DE�sWALI. .p{�y �\1�,�`�� LA fi p/�// � A-2 SGALE�!4°-!`-p" , PEl2 FA5TEN4NG SGHEDULE PROY4DED r 2���G��1 l6,t� �fl y1GEtt,S f� ry 2,5EE 2/A-1 FOR GORNER STUD pETAIL. �-� �q�.E�V4"=I'-O' . ;�` y.�"�,, 3.FOR ALL FASTENING NOT SHpWN,SEE FASTENING No,34222 ... � SGHEDULE ON SHEETS G-4 7NRU G-b ( oi�icanysi��eabyrno�n{ * �� ,� � I X i f X i RH:' TtromasA43xah:�ti $Tl��� ��`.. J1 �� ���� mal tamn^dlxanengin�lj��� �1�\ ����"� � � PROPQSED LOFT GONFIGURATION KEY Fkonl�lc=us /�,�. �ORIOP �C��t\� r�����rjrJU���� "' f0'-O"TD 33'-b"BASED aK 6Ua�D1N6 W�D7H5 A-5 Oatc:T0�2A4.1869:A024-04 ��rff faN ```�� {�� g� ,�5 REFER 70 SHEAR YJP.LL GFIART 3/A-5 FOR DIMEN510NIN6 t0'-O"TO 93'-6"BASED ON BU(LD(NG WiDTIiS 1�)))t1}t�l �✓���`N��� � � REFER TO SNEAR WA�I.LHART 3/A-5 FOR plMEN510NING � E' b ii 2x4 VERTIGAL DOUBLE 2x4 VER7IGAL DOUBLE TRU55E5 SLOPE PF'�-ENGINEERED � 51UD5 AT 24° SNDS AT S1Dtt�6 N AT END 'S�AL1.5 TRU55E5 AT `� O.G.7YPIGAL JOIi�iTS TYPIGAL `i 5EE pETAiL 3JA-�t 2¢"O.G, . _ Q, � NOTE� a� O . � tNSh'DOWS AND DDpRS MAY BE LOLATED VN �f � 4 � E17NER 7HE 51DE 1'�AL L OR ENDWA��.DOORS I I o p R1D6E � ARE PERMITED TP BE IN BOTH ENPWALLS OR � ENDWALL AND 51pE WALL IF REQUE57ED BY Q I I � GUSTOMEI2 � a5 � h (2}2x4 S.P.F, �2 70P PLr`TE �� 2x4 SOLE PLATE OPTIONAL WINDOW g�pp� � � LOGATIDNS � ____ -� ��f�C7QR n�CK PLAN ��RC?G'� �R�4MfNC� ��.AN 5 A-2 SGALEi U4"_�'-O° A-2 iJ4°=1'•0° �, REV CiY DATE PESGRIPTIpN ,� THESE f'l,ANS 1^IERE DE51Gf�ED fh!AGGORDANGE lNlTH TN�2010�l,oRlDA�EUILDIN6 GODE,f3UfLDlNC�FOR A THREE SEGOND GU57 O�I60 MpH. � 3 /� UIEA'CHER KING DAT6 oa�aanz sHe��r ' � t H C7M�4� A, D I X�✓N� �.�. LpF7ED BAF2N WOOD SNED PLAN �3 ALU 3063T M5#19434 Y5�2ii9& PIXON ENGINEERIPiG,{NG, 7bo hES�rsROOK ROAO DRAINN BY� GE6 i �; 55�2'l5A2 NGU 435si85 6A�03431t SIRIfG7URAi EtY�I}gERif�i N�IY�ffGTlPN-COA&S44 HiGKORY,KY 42051 GHEGKED 6Yz F5G ��� V{✓u 011q36 TX�104353 Mpp A0905 10410 MAIN STREEi 8bb-977-84d0 SGALE� A5 NOTED " ���-' PA�01�GOA VAU OA55<I3 THONOT05A5SA,FL�3592 � TNU Il2T61 FLk H4222 YOlGE�BIB-982-9BB5 FA?C�B13-982-2306 F1.00R DEGK PLAN ANp �L5VATION6 W.O.NO� 526-012 v 8 OF 14 _..... . —.... _�..------ A,RE�4 P6R�PPROVAI, 57�MP8 -'���' �d �d � > > �5 2'-O" 2'-O" 2'-O" 2`-O" EQ. EQ. �Q. EQ. EGt. EQ 3'-O° EQ. EQ 2`-O" 4`-O" 2'-�" .� ���',�� ti��Z�;�7.� ��/ ?� i .. �, e,. .. fia Ni,rrino,��..._..:G!_... .. 's�i _ .... '�YPrusa ty..�..,., � �}f�r�.r'�lush�......_......_..._...._........ S,N FJs�ai L.Bn'S.rrcEc y Ci A4odulni �nUAln,�Plnns R,eminer)lorido ib�1lRcntc y��t_��, � $'-p"LOFTEp SARN SNED 8'-O°LOPTED&ARN SHED 8'-0"LOFTED BARN SHED 0'-O°LOF7ED BARN SHED o �iI .p *� ENI?YiALL W(TyH.Y/iINqD,Q`W E�tidDii^�!Ail.i.S'q{ITyN.t3/'-y0y�'D'ODR �-� ENDt'ltAL4 Y/i�1TN 4/`-�0y{,'D�Q6R x A-3 SGALE�%4"=I'-O' Ay� ���V�I��/IV I' II�/ 3 Gl.�F.Y�W I IWIV / 4 \ �Ir��M�4��Vld �' I FI.�Y�I��I�! 2 � II .� � ' SG .��I/ "��-0" ���\\�5 /�Lq/y SGALE�I%4"� ��_�•... q-3 SGALE:I/4'=I'-0' �� :�, \\��ti�'��ytceNSF r,�.oi,.r ��'. � ~ � � �� No.�2�2 z NClI � 4�4��,.. ��m9m„�. � *� "A/}'�PR�i�({�}{V�R{Uy" � �rrMqmN�c ��""":�,D� SSATE OF � �t1�UIY1�IUJ �' a tt=�.,msa�zo ry�n � � ya o �<Us � $ D .IO1�Dile nv,aa� RORIOh Z1G y sfl��(���` 2 � 2I.'t5" 3 R.O. � � � �_b�� 5�_��� ��_6� K 2��0�� 2�_0" 2�_�" 2�_�° 2'-0" 2'-O" EQ. EQ. 2'-O" EQ. EGl. 4'-O" EQ. EQ, x � .c`o• .?9 � 8'-O°LOFTED BARN SNEp 10-0"IOFTED BARN SNED ID-O°LOPTED HARN SHEp 10-0"LOFTED BARN 5HE0 td ENS?}'iALL S^tI7H 5`-O"IIQOt2 END}NiA.LL q� ENP't1Al.L Y{ITH WtN4�0iY3 ENDY�7.L WiTN 4'-0°17QOFL _� � �I.�Y�4�"(ON � �L Y�4tI0N � �A-3 SGAI.E�I/4"=I'-0° A 3 � GY�I i�N ..�_ A•3 ���Y���DIV �_ A-3 SGALE�I/4'_��_0�� � 4 REV BY DATE DESGRIPTION �' THESE P1,AN5 1NERE DE54GNED IN AGGORDANGE WITH THE 3010�LORIDA EUILDING GOD�,6UILDING FOR A THREE 5�GOND GUST O� 16o MPH. � � tHc�M�4�a �. DIXON P.E. UJEATH�R ICINCs DATE� o���,��2 s,����- i LOFTED BAR17 WOOD 5HED PLAN pRAWN BY� G�B � AL�3ob37 MSa I9Q34 K5�2tt98 piXON ENGfNEERlN6,ING. 'Ib0 N�57BRO0K Ronv /� a• SG�21;R2 kiGU 095985 6A�0343TI 51T�,�lU�kl.EZI6lt€ERING AtiD i}L`PEGilUlt-tAA 8t95 NIGKORY,KY 4205E GNEGKED 8Y+ F� _/�.r� WJd 011q3b TXU IOA353 MDU 40905 IpAlO MAIN STREET 666•977-b4A0 �� • ��a'' PAp 019U09 VA�p45593 TFbNOT05A55A,FL 935Q2 5GALEi A5 ht07ED F TN�N216f PL�3h222 VOIGE�eia�aaz-9eBS�ax,ei3-qaz-2� 6NDUJAL��RAMING w.o.ko� 526-012 9 OF 14 � AREA FC7R APPF24VAL 6TAMP5 �� €' , . i � / � 2I.Z5° .:SC . ..._�.���!��' j'tan No.,�ZG;67?-: , i n. - /� t F�..O. gp �cA Ly............,./d..Q!!L�'2?`Si+......___,___�...._... � � Q. EQ 5,_O" Q. EQ }tic6r,rd L,Hul!�ck � � 2'-O" 6'-O" 2'-Q" 2'-P" 2'-O" 2'-O" 2'-Q" 2'-O" - Ya }erliniEdir;;P{nnsTslv.u:InerA4act+3nc:srt}Scnts4y�:`:<. , :a 7�_�� 2�_��� ��-2" �'-O" 2'-4�� � � � � � ' � 10-0"LOFTEP BARN SHED 10-0"LOFTED 6ARN SH�D II'-2°LOFTEP BARN SHED II"-2"LpFTED BARN SHED I � �— _��,�lG�N oaR 2 �'��LA'�ION�� ����I��VA�'ION � �k�Y��'IQN� � '�' �6�Y ^ A-4 SGALE:I/4"=I'-0° �AV4 SGAi.E�t/4"=I'-O" A-4 SGALE� I 4`=I'°O" A-4 SGALE�I 4°=(`-0" �`�`�C � �" Digitaliysignedby `�F1����(,�V���� F�; ;i'homas A Dixon �)Q(��.J��� � DN;cn=Thomas A " Dixon,o=dixan 3 Cnc�ineering 4r�c, � ou, email=tom@clixan § englneeringinc.co � m,c-US � �� D�ate;2012.04.18 � s a s a 2 0° ca. �a b'-o^ a .�a ca E -r�-o° � ����.ro��5ti�°sNs�z�i.{"oo/o� i `• � �i � No.3422z �� i o• .... ;, ' �* tk 'k- � II'-2°LOFTED BARN 5HED 11'-2"LOFiED BA SHED �� 5TA7E OF �` � � IS'_2"LOFTED BARN 5t?ED ENDNWLI.WiTH b'-O°DOOR �-� EPI�W�.ArS.L WITyHr 7''O°DOOR !i�,� � � ENDNWLL WITH 5'-O"DOOFt � ��,�yAtION ! � \ ��GV�I (�N ���j�-SS'��fttOA�,aG���`�� � � ��.�1f����N n-a scA�e�v ^=r-o° a,-a sc,v.��i�°-i�-a° ��ff1/!If►11111\�1,\ , ' A-4 SGALE�114°�1-'0"--- REY SY DATE pESGR(PTION f� � � ,�'' TNE5E PLAN5 i^i�R'c DE5i6N�D IN AGGORDANGE W1TN THE�C110 FLORIDA BUl�.DIN6 GODE,6UI�.DIN6 FOR A THt2EE 9EGOi�D 6U5T O�}b0 MPH. � � tHC7MA� �4. DIXON, P.E. UIEATH�RkiNG .�— — Qt+te, n4r�r�� 5HEET � LOPTED BARN WOOD 5HED pLAN Id.�3063'i M5u 19034 K5�2Iiq6 piXON ENGiNEERiH&,1i3G. tbo N�SieROOK Rotil DRAWN BY� GEB ,�, 5Gp 21592 NGa 035N85 GAa 0349'II 51RUG7UWd.E1�iI1gEWN`i AND ItKPEGIlON•GOA BIAS HIGKORY,KY 42os1 GHEGKED 6Y� F5G ��� °' WV�07�936 TX#(04353 MD�4tXi05 t04lO MAIN SiREET Sbb-977-b44p x.ALE� A5 NOTED '� h PAu O'19009 VAp 0455q� THONpTOSA55A,FL 33592 � 5Np 1I2761 FL��4222 VO(G��833-qS2-9�85 PAX:8S3-Q&2-2306 ENDUJ,�LL FRAMINU W.O.NO� 526-012 I(7 OP 14 , , J AR�A�OR APPROwAL 3TAMPS __ .... � � ��������� ����� � '4-� PRE-ENGINEEFtED OPENING MAX LENGTH PF SUILI7INf� rnu�5 BUILDING E: �a�z^Tf-H 51D{N6 ,�i W1�,�.� WIDTHS IN � 9C32"LP 5MART5IDE � �! ����f��-�. ��{��u2"TT^��� }a132" ��' 2 PrzEe�sioN P�,N��si��h�. SMART-PANEL � 5E�5tiEAR YWLI TA6LE 5' 3tA-5 FOi2 NAI�(K6 5!b"P.T.PLYt'tQOD DEGKING P-a 3I4" 24`-D° 24'-O° ,o$ PATfERN AT ENDWALl.S. - Y(�ly.yf 1 L a• NAILING FOR 51DEWALLS 2x I�J.FLOOR.IOISTS �'-O" 24'-O" 24'-0" ,�+ �...- `....�.1.._..�...,..Ylxn Nu.��b•:u/a,.. . � SttALI U5E Sd NAtLS 8�~�� _4'-O° 24�_O" 24�.p° •�p v,ca thi.-....,_....�5,.6�}t,tCc42��,._..__..._..._.._... y GOMMON OR DEFORMED o� - t.lt-Uitzd L.nuitotk AT 6"O,G.EVERYWHERE i `' S'-D" 24'-O" 24'-p" ♦ — �t ularl�ull�Iln31'Innsl�avminertlorhlnCsitlS:nCe;�Str_g, � WNEN TOTAL OPENING � °� "-- - ' � }^11D7N5 IN SIDE WAti. I'-q 3/4" 30'-O" 90'-D° . a? ARE LE55 TNAN(2I3),OF � 4X6 P.T.SYP�2 OUTSIDE 4X6 P,7.5YP�2 SO'-O" 5'-O" 30'-O" 30'-O° TOTAL LENG7hl OF -`�' BUI4PIN6. SKID STANDARD ON 10'-O" 5KID5 ALL 6'-O" 30'-O" 30'-0" � � AND WIDER t3U1LDIN65 BUILDIWGS �:_y�f4u �g�_b" 33'-6" ' � A� �.�F+V I ��IV 5'-O° 33'-b" 33'-6" p� � I /y I-�1V�I �a A-5 SGALEi I4°=I-o° I�,„2,� - b,O" 33'-b" � 33'-6" r�l'1�r�t)�t��„tu '.f, ! 7'-O° 33'-b° 33�-6° �} +'g� n�-(� � NOTES� �J��UIVI�1�I � I. 5EE NOTES ON 5HEE75 A-I,AND A-2 FpFZ ANY INFORMA71pN NOT 5HOWN. NOTES� 2. 5EE FA5TENIN6 SGHEPULE POR ALL FASJENING NOT NOTED ON THIS SHEET. � y9/32"ThA SHALL HE FhSTENED USING 8d GOMMON OR DEFORMED NAILS AT b"O.G. s' — IN FI��.P ANA 3"O.G.ALONG ALL PANEL E1J6E5. 1; j 2.Iq/�'2"LP SMARiPANEL SHALL 6E FASTENED U51NG 8d GOMMON OR DEFORMED � �I�� NAILS AT 6"O.G IN FiELp AND 3"O.G.ALONC�ALL PANEL EDC,�ES. � j� a� 2��5„ 3.4VlNDOWS AND 17DOR5 h1AY BE I.OGATED!N EITHER TNE SIpE WALL OF2 ENDWALL. OPTIONAL WINDOW R.O, pa�RS ARE PERFfITTPP T6 BE IN BOTN PNDV�tALLS QR ENDWf��l.A}1D SIDE YlALL IF � REQVESTED BY GUSTOMER,4fMITATI0N5 ON THE TOTAL OPENING DIMEN510N5 SHA4L � OPENING IN 51DEWALL BE BASED ON THE SHEAR WALL NEI6HT TO WIDTH RATIO OF 3,9d ANA 5HALL NOT c 24� EXGEEP(2!3)P�TOiAL LENGTN OF EUlLDING.FOR NAIl.ING IN 51DEWALL 5EE 5EGTION I!A-5 7 u SHeA�.L �\���Ild 1�IJ/��� ', � R� .CHARt� `�,���p�'Py10ENSf�i��i � 10'-O"TO 33'-6"AT 16"OR 12"INGREMENTS ` N°'M22z y� ') 's --�, �� 6A5ED ON Y�IlDTHS PF&1ILDlNG5 Dtg�wllysignedbyThomesADixa�* * *� - i � DN:cn=ThomasADixan,o=Dlicon:� STA1E 4F �` i � �-^� �IM'1�IIIf�.I ( ���M�AI� En9lneer�nglnc.ou, �O � a �A s`5GA4.E�I(4"'=11•0' 1' Oate�I�oi2.o4.tsav4zl56er04'oo"cc��'�f�s,�MR10a�1\y�\ � tl11!!!l1t11�1 �V BY DA7E pESGR(PTION �' THESE PLANS f^tER�DESICyNED IN AGGORPAHGE WITH THE 2010 FLG7RZIDA BUILDING GODE,BUILDING�OR A 7HREE S�GOND faUST OF I60 MPH, _ � TH4M�4�a A. 1�IXc�N, P.E. U1�ATH6R KINC� pATE� o���,f�2 SHE�T � LoFtEO BARN WoOV SHED%.AN pRAWN BYi GE6 M At�3ob3'! M5�t90�4 K5�2}la8 AlXON ENGINEERING,ING. ibo n�5Tea0oK ROlw i ��2'1�12 kG�035485 6A�09437I STf�1GiUW.EtYIF�ER1lYa AND It�kEGT(ON-tAA$I45 HtGKORY,KY 4205! GHEGKED 6Y� F5G � �� ' WYu 011q'u6 TXp Ip4353'MDp 40905 10410 MAIN 57REET 88b-97�-64dp 5GAL6 A5 NOTED '�k P�u O'I9p09 VAp 0455N9 TFIONOT05A55A,FL�3�12 . I I Of" �4 c n+�t�z�ei ��e 34zzz VOlG6 813-q02-A095 FAX�ei3-aez-zaov SID�IUALL FRAMINC�,DETAll.6,AND 6.UJ.GHART w,o.No� szb-cai2 I . i AREA FOR APPROYAL 87,4MP6 � 2x4&�UDS 2x SPLIGE � GONNEGTOR � (2}2x4 OR(�)2x6 P.T, 5!g P.T. 2x FLODK.lO15T IN o 0 0 0 0 0 0 0 0 0 �ELOW S,Y.P.a2 RIM J015T W/ pLYWpOD I/2"NOTGH NU(9) � �, �,I3i"d+x 3°G2lNNA1L5 AT . DEGKI�G D.134 x 3"TOE o o,o 0 0 0 0 0 0 0 , ;� 6"O.G,STAGGERED. NAILS EAGH 51DE i-fEMBER 51ZE5 BASED ON OF.!OlST 4AtT0 GONTINUOUS 2x pLAN VlEW ' BUILDING WID7H5,5EE SKID.FOR TOP PLATE TRU55E5 AT 24" 5 Id21A-I Ft}i2 MEMBEl2 51ZE5 AT�AGNMENT TO ABOVE 0��• � �' v SKID WITMOUT 7HE GONTiNU0l75 2x tf 7 ij 1'� N1Nn No...:5 2�=:.�f?: �� (I}2x FLQOR JOI57}"U O.i31"� 4x6 P.T,5KID TOp P�ATE ��" -�•.:.��°�'^' . � x 9"NAIL AT b°P.G.IN7o BEYONp NOTGH 5�E DEFAI! :tp� ,�n nY._..._...r..�itt.��s�-...--...___...._.... �. I/A-� Bf2ID61N6 AND f2}0.y3I�X 3° c�r� �r a�n� e r r c o t s�t� RI:Ifrtrd 1.Etul4ck �' NAILS TOENAILEp IN70 SKID, o�n i �i n n n r a u i o �e n�� nio nxrDuiiAtn3Piar.sPd.i�mtnet>7asLict:atE4SXntex2!<_'�i: -`� MEMBER 512E SAME AS R1M (� ' ;� JOIST SKID TyO� JpII5T 4b"L�NG 2x I �. I ��I�1 �11i����l�1//jf SPLIGE � BR DGIN6 EAGHx�tdD S^Y(5) p'"�' SGAlE�I-I/2'c I'-0" `v,�.��4��510EN5�/%/ GONNEGTOR � 0.131m x 3°NAILS INTP SKID `,�,,,`Z` � �O�. 2x4 S,P,F.�+2 SPLIGE LOGATION �iQ)tOd NAl�S � _ �a�� y�, VERT.WALL 5ND5 EAGH 51DE OF , � N07E5� Dlxoln�lysignedbyThom�`es� * *,= ALTERNATE SPLIGE I. SEE NOTES ON 5HEET5 A-I�A-2,AND SEGTION i1A-5 DN:cn�ThvmasAObto y-0 STA7E OF �� ` FOR ANY 1NFORMA710N NOT 5NOWN HEF2E. o�o�zdn Enq�needn�ln�,au;pp t�.., fi�r�t � � 2. SEE FASTENIN6 SGHEDULE FOR ALL FASTEtJING NOT ema[I=camcadG�anengine�+,,�, ��Rf�P �;�'�\� ��1 � ^� NOTED ON 7HI5 SHEET. o se�zo z,Q4.1�809:d3:42 r��//ff/ONA �,��\ ��� ��� i� V���� ,� -an�ao• //Iflillll�� 1 i i ����� � ���� � pOGUMfN�" � � .; i � s v2° � � �l2° 2" ATTAGH BOTfOM SALIGE LOGATION s MEhiBER�� 3"x 6"x 0,03&" � H�ADER U51NG GALVANIZEp �'� I&d NfiILS AT 8° SpP PLA7E 5PL(GE 57EEL P{.ATE , --�� � D.G.NPIGAL �� OR EWUIVA4ENT � A-6 SGALE�I-I/2'=I'-o" � m a ` NOTES: � — I.3"x 6"x O,0'�b"PLATE OR EQUIVALF.NT SNALL BE FASTENED TO EAGH � Y'lAL1.OR SEGMENT QF YG4LL BY(6}&i MAILS OR EQUIYAl.ENT,PROVIFEt7 � � WINDOW TNE RAFTERS,.J015T5 OR TRUa5E5 ARE GENTERED OVER 7HE 5TUD9 WITH A I � H}�����A TOLERANL�OF Nd MORE THAN 1"PER 2308.9.2.5 OF F.B.G, �} 3 4/��l�+t���.�.. A-6 SGALE,e"=I'-0�—. J �� REY BY DATE DE5Gi21Pi1pN w THESE Pi.AN5 WER�DESI�NED iN AGGORI7ANGE S^EITN TFSE 2010 F�ORIDA EUILDING GODE,8tJ(LIIIN�FOR A TNREE SEGC?ND GUST OF(60 t°1PIi. �� 'fiHC�M,4� �4. GiX�N, P.�. �1��7H�R 1�.`I�C� � DA7E� 04IO9Ji2 SHEET � LOFTfD BARN WOOD SHED PLAN � AL�9t7b37 N5�Iq094 K5�2I(99 p1XON ENCaINEERiNG,iNL. 7b0 WE57BR40K ROAD �RANP!6Y� GEB ,( / n x xi 2'l5q2.hGU 035905 GAU 034�71 y1Fd1GNRA1[IY�ItffEWtY�AND INSFEGTId1-GOA 8145 HICKORY,KY 42051 GHEGKED BY� F5G Ll.I/S � .� }tV�07iQ3b TX�i04353 MD�d0�{05 I04t0 MAttt STREET 0bb-977-b490 r*1 �f/ PAU 019009 VAa OA5599 7HONOTOSA55A,PL 3959� SGALE� AS itOTEa � 7N�Y}27bI FL�3422� VOlGE�813-962-4685 FAX�8I3-Q82-230b i��'��l1{.a W.O.Np� 526-0l2 12 OP 14 , AREA�OR APPF?OVAL 67AMPa 2xh FX1TPaM 2x4 WALL SND P1.ATE GdNt. 2x4 PLoDR.10157 {9)0.13("�x 9° }� GUNNAILS �NDWALL HEApER � o EAGH END OF (6)SOd GUNNAILS NEADER �AGH END OF � RIM.lPIST {KA1,L TO RIM JOIST 2x4 S.P.F.#2 NEADER w LAIp FLbT r �- �ip�J�l ,t�__._ �N�Y �I�II� C�•..,:.-::�...�.x�::�binatVo. �'Z�i•-(��2. �, A�7 SLALE�1-lJ2°a��_p° "— HEALJER YYITHQUT STRAP ' P�used lly.,_.,.,.�..�' �.� f-••••_.._...._.._..... q. .�2S*:�_._...__.._ � WINDOeW�/5,1LL �''� ��I�i� L'k}�nd T„ltultack -�- 4 ��Ifi�� 1 �Jninr11n1kIl+�Yfntsstil�mtnci;l�Oik}aC.�tLlkatsgyttcr �-7 SGAL6 N.T.S � A-'1 N.t.S. ~ � ENpYt�4LL a� ' 2x4 WALL SIDE N1ALL '- � 5'tUDS � EXTERI012 � WAI.L � SHEATNlNG {�t ', _ � 1�iL/1 � ENDWALI HEADEfZ "�PPRf)V�D,� � CORNER GdNNEG7I0N (3)lod GUNNAfLS � ^ }�, � �y � 1 y,!��'�) EAGH END OF {�n� p� q� � A-"1 SGALE�I-I/2��,��-�" NEADER kJUL.+�tv1�IV 4 S r � DOUBLE PRE-ENGINEERED ���•�� y���.pR W}TINOUT 5Ti2AP � TRU55E5 WiiH ll2"fL17GH f 5 1 ��1��1.. � �\�������r�////� � ��YE AT ENDWALLS A-7 SGALE�N,T.S ti�����P4`cE�f a��l E � No.34222 � � EXTERIOR ' `* * '�_ �t 5IDIN6 Dlgitallyslgnedby7homasA STAT£OF ;t��'� 5 DN;rn-Thomas A D(xon,o=D6c�� c� aiti � WALL�vfUD Englnecririglnc,ou, '/..'C'S, RpRtbP �U��:` �` emact=US c�dlxonengtneednglnF,�i��/!/0 ,\��\ � Date:2012.0q.1809:44:30�04'00' !�tllf�y���` � � D�1'A !. r � A-'1 5(>/�.E�I I/2'=I'-0" , � REV BY DATE pESGKIf TtON , �' THESE P�.AN5 S'�RE DE516N�D(N AGGORi�ANGE YVITN TN�201D�LORIDA 6UfL171NCti GQDE,S11lLDlNCa FOR A THi2EE SEGOND 6U5T O�lbL1 t�1FH. � . � tH c�M�4� ,4. C>i X�N F'.�. ���z���K��e� o�aTe� o4roq�12 SN��r �, � LOY7ED BARN WOOD SHED pLAN DRAWN BYi GEB ' �. ALrt 9t3637 M�s S403R K5�2ii96 piX6N EN�INEERiti6,ti�G. T60 N+�5TBROOK RoAo ,,�', 5GU 275�2 1:Ga 095A85 GAU 034�11 51RWNFNL ENGI�EEPoWi ANp IIL�PEGIlON-G0�0145 HICKORY,KY 42051 LHEGKED BY� F5G �r� f. � WVd O1I936 TX�t04353 FtD�40405 104I0 MAIN 57REET 66b-917-b440 5GA(�E+ A5 NP7ED PAa 0'Iq009 VAU 04559� 7HOh0705A55A,FL 335q2 � 713a IE27bi Ftp 342�2 VDIGE�Si3-982-9$95 FAX:b13-q82-23C76 ��TA�{.$ W.O,NO� 526-012 13 OF 14 t ' AREA F0�,Af'PF26VAL 67AMP6 M�Njy zxa p.�r.aoisr P�2\N��' 4X6 P.7.SKIp `���M�Njy 4X6 P.t,SKII7 • So 3�,0" 4�t 2 \2'� �a�� fi�:; '. `6��G. . 1� o^�R12"oG �� . I � 12� 16� ib`�� 4� . �, \2,p.G ' 16°pR l2 i ' 6'LONG 2x4 SPLIGE BLOGK 9' �il� EAGN 51PE OF SPLIGE ON 6'GONG 2x4 5PL1GE BLOGK 3' �/J�1z EAGH SIDE OP SKiD PASTENED EAGN SIDE OF SPLIGE ON �•��� ••--_._t_._._C �ya„N�, >?G•�61� � 51MP5C)N H-3 A7 EAGH 51DE OF ��TH Ibd NAILS IY2' EAGH 51DE OF SKID FASTENEQt;p ruany__�_,__��,,��7�y"`�M,'_�'� x; 5TAG6ERED TOP ANp BOTfOM WITH Ibd NAILS I Y�' '• PAGN J015T AT1'AGH PER BUILDit{G SKiD ��:latrd L,Sutack ,Ct� 5TA6GPRED TOP AND 80S10h(,ie� tar t3si�tF g MANUFfiGTiIRER'S SPEGEFIGAI"IONS _�ME�'R I G sd n{nxs C1r�Wner tTeutdn Csr+Mce�h hSlt;.p�� a B`nUIL�DING SKID�+ p CA_8 SGALEi N.T.S, � � IVt./���i'G�V . � �_a� SGALE�N,T.S. NpTES� S I. SEE NpTES ON SHEET A-2 AND SEGTION 1 �i ASTh1 D 7t58 GLA55 H OR ON SNEET A-5 Ft?R ANY lhIFORMATION � AST�t D 3Ib1 GLA55 F ASPHALT NOT 5Nd}N�t HERE, ��i n � 5HINGLE5 OVER APPROVED 2, 5EE FA57ENING SGHEDULE FOR AL� "AF'�'RIOµV(�p({� p qrE�S 6N A5MDE5Gl2lBEDDU DER 8, NY MAN FAGT11RE0 PRODllGTS SHALL I7 O G 41'M��'+�� s�� / 51MP50N MT516 1^N('I)IOd � 6ENERAL S�OTES ip THRU 13 ON t x!Y2"fi�lA}GS IN EAGH END 8E INSTALLED PER MANUFAGNRERS r SHEET G-3 � ,a OF THE STRAP AT EAGH SPEUPIGATION5. 5'ND TO RAFTER � 7lI6"0.5.6.SNEATtiiNG � 2xb.1015i'AT .E' A7TAGNED(TSING&d GOMMON / 2q�p.G. ' � NAILS A7 6"O.G,EVERYWHERE �o ATTAGHED TO �,�', MET"AL DRIP �� I a� 7RU55 GHpRD ��� WITH(5)Sd � �o�e � � cot�ou raA�t�s ����511l��1�N�1��� � #� (3J 0,131�x 9"NAILS ,`�„''`•p\1` �„1GEIJSF�„}�//i F FRpM TOP PLATE .�.f p i I � (3}O.I9I�A k 3"NA�L5 �NTO EAGH 57llD ``� �Z� i Na.34222 �? 2x8 TOP PLATE f�fta(ly stgned by7homas A ' k FROM 70P PLATE � NOTGHED II/I6"TO �� * *�on � INTO EAGH RAFTER ����� c��p�H6 %� SY��� �@�P:cn=7homasADixon, ;; 2x4 STUD r� ?�=pfxon Englneeting inc,au, �, r/��SS FZORIOP �,G�\�mall=tom@dlxonenglneeringln � ///���«����4�t1\\\\ Date:2012.04.1844:45:17-04'QO` a � 3 D�tAll:TOP PLATE � /�-a SGALE,t-II2"=I'-0' �' ' REV BY DATE DGSGRIPTION a: �' ' 7HE5E PLANS WERE DESiGNED IN AGGORDANGE YVITH THE 2010�LORIDA BUILDING GODE,BUILDING POR A THREE SEGOND GU5T O�I60 MPH. i� � � tHG7MA:a �4. DIXDN, I�.E. � wea,rH��Kw� DATE� 04f0q/12 SHEET I � LOFTED BARN Yi00D 5}iED PIAN DRAWN BY� GE8 � A�u 30b97 MSn iq034 KSp 21198 i7{XON ENGlh1EERING,1NG. 7b0 Y�STBROOK ROAD u 5G#27542 t�G�09�585 GA�0343A 511�}KTtRA1 El1GSt�RiT'li Nil7I}L�PELR4h'I-Lt3A 8545 H(GKORY,KY A205f GlIEGKfD 8Y� FSG ��� F WJp 071996 TX�Ip4853 MDp 40905 �0410 MAIN STREET 666-977-bd40 5GAL6 A5�p7ED � S PAa O"IQfNXi VAU pR5593 THONOT05A55A,FL 395q2 . �' iNk 112761 FLp 34222 VOIGE�813-q92-9685 FAX�BI3-982-2306 DET�41L8 W.O.NO� 526-012 14 OF 14