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Home My WebLink About12-13213 CITY OF ZEPHYRHILLS 5335-8TH STREEZ' (813)780-0020 13213 BUILDING PERMIT Permit Number: 13213 Address: 5631 5TH ST Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Townshi Proposed Use: NOT APPLICABLE p� Range: Book: Square Feet: Lot(s): Block: Section: Est. Value: Subdivision: CITY OF ZEPHYRHILLS Improv. Cost: 2,776.65 Parcel Number: 11-26-21-0010-03000-0030 Date Issued: 6/29/2012 Name: DUNKLE, SUSAN Total Fees: 75.00 Address: 5631 5TH ST Amount Paid: 75.00 ZEPHYRHILLS FL 33542 Date Paid: 6/29/2012 Phone: 813-713-8584 �, Work Desc: INSTALLATION SHED 10 X 14 " ��_.----- �`L-- i—'�- " O K'p _ �� 5 , �) � �� '� �v � �t , ,--� SHEATHING FINAL REINSPECTlON FEES: Reinspection fees will comply vvith 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 correctians not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this ro may be found in the public records of this coun and there ma be additional P perty that ty� Y 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 Complete Plans,Specifications Nluyt p�m�ng your notice of commencement." pany Application.All work shall be performed in accordance with C� Codes and Ordinances. NO OCCUPANCY BEFO C.O. CONTRACTOR SIGN TURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER — —— CITY OF / / / / BUILDIN� ZEPHYRNILLS DEPARTMENT OF ADDITION OR CORRECTION � • • - • ADDRE55 ,/ DATE PERMIT f .�� a "�a -� 3 `�f 3 THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be mcde before the job will be occepted. i � !�-h��r�r>�c �f�-r i�d ni� .�c=�e P��.7 s.��.S �� /�f�� rn,o vr�� /Ylu�Jlnr�` l�C� C/�c � ..5�/- '��ci c,,� c��` �� / � ! � � 43419�1t(� �CtM�n'P..r l� I t,'�y ( 2�l Z 1 i ��i.�."��ec�.(� �t is un�awful tor any Carpenter,Contrector,Bui�der,or other persons,to AFTER CORRECTIONS ARE MADE CALL '-Y , cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 F E-I�SP CTION 'l` or other material,until the proper inspector has had ample time to approve the installation. � OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: c � )(�,p.t�� S�-Y► Date Received: �Q—2O� �Z �6 3 I ��' �1 site: � Permit Type: l.�� (�'� ��' Approved w/no comments:❑ Approved w/the below comments: I� Denied w/the L�elow comments: ❑ /� 1 �► � � � ��L� �F � r � �► � ., �� S �� (%r 1.� � , � C✓ � �C� L� � �� -� �� /��- ;, 1 nr• r � . [�C�' r �,rC_ � I �5 : � 1�� ,�c n��n �=- �' �t��. L�'� /1� ft, �`- f��Ct�- �j� �� y� This comment sheet shall be kept with the permit and/or pl s. ,� � 7 � � � � C/ Kalvin S r lans Examiner Date Contrac or and/or Homeowner (Required when comments are present) 813-780-0020 City of Zephyfiills Permit Application Fax-813-780-0021 Building Department Date Received - �Q / Z Phone Contact for Permittin '� � ��- �� Owner's Name �U S�d/ d- Z�c�,.�KG L'�� Owner Phone Number —��J�" Owner's Address S�3 1 S�' S '�'f��9�' Owner Phone Number C Fee Simple Titleholder Name Owner Phone Number C Fee Simpie Titleholder Address JOB ADDRESS s�S I $'H' S"r1-�� Z h r��I(t �• �3 5��Z- LOT# � SUBDNISION PARCEL ID# (OBTAINED FROM PROPERTY TAIC NOTiCE) WORK PROPOSED e NEW CONSTR� ADD/ALT � SIGN Q �� DEMOLISH INSTALL REPAIR PROPOSED USE [�] SFR Q COMM 0 OTHER � TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q � D SCRIPTION OF WORK ��/�7/X11 L J�ieG-FpY�] ��p ` O x I BUILDING SIZE l� �' � SQ FOOTAGEC� HEIGHT ] [ ti BUILDING $ VALUATION OF TOTAL CONSTRUCTION .. ?7G► t QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ � A ,,)� (.o �,Vv� � (�7 �� OMECHANICAL $ � VALUATION OF MECHANICAL INSTALLATION � ��^�;�-'��° � -�C_r� QGAS Q ROOFING Q SPECIALTY Q OTHER ,��3�3 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO ILDER ��1 COMP NY SIGNATURE � REGIST RED Y/ N FEE CU E� Y/N Address ��'-� License# C ELECTRICIAN � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C � PLUMBER � COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N Address License# C —� MECHANICAL COMPANY � SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# C RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-0-W PeRnit 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 subdivisionsflarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construcdon. 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 all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. """PROPERTY SURVEY requlred for all NEW construction. Directions: Fill out application completely Ovmer&Contractor sign back of applicaHon,notarized If over t2500,a Notice of Commencement is requlred. (A/C upgrades over E7500) " Agent(for the contractor)or Power of Attomey(for the ovmer)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 NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Fu�thermore, 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 contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, 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 certificate of occupancy or finai 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 Const�uction Lien Law—Homeowner's Protection Guide" prepared by the Florida Depa�tment of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'SlOWNER'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. Appiication is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. i also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, 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 8� Rehabilitative Services/Environmental Health Unit-Welis, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fiil 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 building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by�II, 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 extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING��CENDER MR AN ATTORNE YBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.� CONSULT WITH YOUR L FLORIDA JURAT(F.S. 1 7. 3) OWNER OR AGEN CONTRACTOR Subscribed and swom to(or affirmed)before me this Subscribed and swom o aflirmed),qef re me t�s by �^��Y �_�e Who is/�re personally known to me or ha ave pro uced Who is/are personally knovm to me or has/have produced ( �� as identlflcatlon. as Identlfication. r , � Notary Public i � UF' I� otary Public Commis I " �� ' '� Commission No. ,> ?�: :� Commission#E�040520 � �' ' : Name of Notary typed,printed or stamped Name of No r�i P f� s;��-s�,-��.,.,a -��._,« DISCLOSURE STATEMENT FOR OWNER CITY OF ZEPHYRHILLS — BUILDING DEPARTMENT I, have read and fully understand arad agree to the provisions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent to the building. 3. That in the event various phases of construction are subcontracted, he ��rill engage only properly licensed subcontractors and will personally supervise such work. 4 That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to insure they are made, and upon completion will call for a reinspection before proceeding with the building. 5. That the owner shall assume full responsibility for the construction and will not expect supervision of his work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workman's compensation, �ien laws, etc., where applicable 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000 The building or residence must be for your own use or occupancy. It may not be built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by yau have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide worker's compensation for tlhat employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATU P �/ DATE��I� ADDRESS � PHONE WITNESS PERMIT UMasterforms/OwnersAffidaviUNov07 i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii ii 2012103768 IIIIII Rcpt:1442g71 Rec: 10.00 DS: 0.00 IT: 0.00 06/20/12 �, Cook, Dpty Clerk PR��a 06� S �'NEIL,Ph D OR gK2 1�29a�AS�� CLERK 8 co � ./� �G o f 1 MPTROLLER NOTICE OF COMMENCEMENT 1 2��0 Permit No. Property Identification No. // � l� Z j aQ i O ��(�a o O 3� T'f�UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT. �1.� Description of property(legal descr'^on:) � s �jTs 3 d � �`�'' a) Street Address: h c j ( ( L, ? General description of improvements /°�� l�l S r�LL /d X � � � FtE S / 3./Owner Informahon �,' " � , f� v a) Name and address: vU 5 F`�itl � V��(.a_ ��i J'� S �. �1'1�f��r ��S 1—�� 3�S� � �b) Name and address of fee simple titleholder(if other than owner) c) Interest in property ��I•.Q.n 4. Contractor Information a) Name and address: �N 1�7�bi...- b) Telephone No.: 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 owner 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 to 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.: Fa�c No.(Opt.) 9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 713.13, FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR IPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOU NOTICE OF COMMENCEME STATE OF FLORIDA COUNTY OF PASCO Signature OF Owner or Owne s Authorized fficedDirector/PartnedManager ccs�N Ar,� �� rint Name " The regoing in unent was acknowledged before me this � day of ��.�`Q_ 20 �?by_ �� (type of authority,e.g.officer,trustee,attomey in fact)for (name of party on behalf of w inshvment was execut Personally Known_OR Produced Identification_ Notary Signature � Type of Identification Produc�(� ��C�,rrj,fZ Name(print) - �u2 Verification pursuant to Section 92.525,Florida Statutes.Under penalties qury,I declare that have the foregoing and that the facts stated in it are true to the best of my knowledge atid belief. � FORMS/NOC.rvsd2007 � Si o aMal P Sig�ing Above ra� ,,,; �Z �ACQUELINE 80�ES~`a`" � � �r�p�,�EE 040520 r �T�,T� C3r F�.ORlG�A, C6UNTY �,�; e�``„n",r„rF��2��48 k. �� IS TC GERTIFY THAT THE FOREGOf��;�:� �v A T;UF ,L,P�� CURRECT COPY OF THE DOC�.��AEN-R Oi�' FiLr GR C?F PUBLIC RECORD IN 1'Hi� ��FG(C:. VUI 1�P�E:SS Id1Y HAND A D OFFICIAL SE�,�?��i� �_ QA.Y �F � LL.Ll� PAU�S O'NE�L. GL & COMPTRO�!E�: BY .��DEPUI"� ;��R��. A STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making F/orida a better place to call home" RICK SCOTT Govemor October 17, 2011 Nathanael Harrison Bennett Building Systems. LLC 755 Joiner Rd Tennille,GA 31089 RE• Manufacturer Certification, ID MAF-7917; Expiration Date� December 15, 2014 Dear Nathanael Harrison It is my pleasure to inform you that Bennett Building Systems. LLC, located at 755 Joiner Road, Tennille,GA 31089, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and indicated [on the cover page of the plans]for compliance with the Code by your Third Party Agency for plans review Please ensure that your plans are in compliance and are properly posted on our website.All site-related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year You must grent complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS(www.floridabuilding.org)for online renewal. If you have questions you may contact me or Leola Baldwin at 850-921-0956 or our FAX at 850-414-8436. Please visit our website at www.fioridabuilding.or9 to see valuable information on the Florida Manufactured Buildings Program A copy of this letter must accompany applications for local building permits. Sincerely, �w'-�' �/-`",'� C._Y Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection, Inc. 2555 SHUMAR� OAK BOULEVARD ♦ TALLAHASSEE FL 32399- 21q0 850-488-8466 (p) ♦ 850-921-0781 (f) ♦ W e b s i t e: www.dca.state.fl.us •COMMUNITY PLANNING 850-�88-2358(p) 850�88J309(n♦ •HOUSING AND COMMUNITY DEVELOPMENT 850d88-7958(p) 850-9223623(n♦ . .._---_ _�_:_,-�_�___..�_� ,��.___..��.----_...._____.._ __�.�__.___.__._ _ - - J� `� .*� 3�� __. �_--- _ _ _�� .� _ '..��__� ��;rJ X� �'�'�J tr i ��L ,R .��`� �' ,' � �:� �� --�� ;, i , '��i ri,� �, ,i n 3 i � j ,I �; ' � I+ � ; � � �, � j , S��I�IH�1lIQ2I�S77I � t) � , ��' ��Hd�� . ! i Q7I�l�g�Q�.��7� ; � ��LI�' _ �j � I2I07.�` ��i�01�LE�11�' � ,�-----� �HZI.M��I7dL�0��7�'bNS �7I � �: I � � , �IO, d - - = � �� ! �'l ` I� � ; f-- ,{ . :� ; � r � � ��, � ; � . �; , � �:; � � - �� FI ' I ' cf� k , � _ - - - : : ' � i i �� . . . _ � _ �� - _ ` = � I � I �r ( i - _ , - , ' ' - � . i r' �' � �� y ; s _ - y _ Y � . - ' - � I r 'I �� , . � . 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FLOOR DE516N LIVE LOAO 40 P9F G-4 FA5'rENIH�sG1EVUlE °~ � FLOOR DE516N DEAD LOAD 4 PSF � G-5 FASTENIIK SUEDU�E /iy�pvMaltlwOOeu�M a�� 10.ROOF DESIGN LIVE LOAD �O�F j �-6 FASTEMNZ SukoVLE �'�°WA�� $' ROOF DE516N DEAD LOAD �� - - �M�w��a�� FLO�DEGK PND ROCP FRAMING �YY W� � II. WALL DE516N DEAD LOAD 3 P`''F � p-� _ RANS F 12.GON5TRUGTION TYPE V 6 � „ _ � q-� ENDVL�LL PRAMING�Et"AILS 19.WILDIN6 OGUIPANGY= V � \ Y.}"� � A-3 EImYW.L PRAIIMG�E1'AILS ND{ � I4.FIRE R1TIN6 E%T V1ALL5 O ,5 \ �r t — _ � , � 15 ALLOYIABLE MAMB°_R OP FLOORS I � SB ��e n M .. � v A-4 EtDVW�LL FRPMING DEl"AILS ��qppROVED�I � ,� J A-5 ELEVAtI0NA1mDETAl15 QOCUMENT `u\='� A-b GRO55-SELTION OETAILS � _�� A-1 �ETAILS � ,,.,L_Y��. �„�t A-B DETAILS _ A-^ NNLL 56GTION DEiNL'� t __. ..r, � �M1�„yw, 1$ A-10 YULL56GTIONOETAIL'.— � � A-II 'JENt YNLL TABLE {� I �µ...� � r` A-i7 PoR4H FRMIING DETA�LS - i . �� A-13 LU�BER�SAIEpULE k 1 I .� t � F Y£ . .w.�.s......sw....w.:.�...s.�..�aw.wen...u��,... K c "�• ID,•^�•New�-•�� Q��\�PS1A�f9N��j REV BY DATF DFSGRIPTION €' x ,i' THESE PLANS WERE DESI6NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDIN6 GODE,BUILDI� T RE D GUST OF 140 MP.H. ` tHOM�45 A. DIXON, P.�. BENN6TT BUILDING SY8TEM9 '�; � �:�= DATE. 03/09/12 SHEET END 6ABLE SFED PLANS �(.' ^ pRAWN BY. GEB � ALM 9p631 N6M 19034 KSw 21198 DIXON ENGINEERING,ING. �55 JOINER RoAD /'� �I�O' � ��'n,(v^� � C�� 5�M 175q1 NG�D35985 GAe 0343'll 57WGRRM EN6NEEf�t65 ANO IKfEGTION-fAA BI45 TEMIiLLE.GA 3IOE9 `i y� �1 GIELKED BY: 7 AD pWVM O'11936 TXU 104353 MOb 40905 ID410 MAIN STREET R�'�'41D'��-�� GAIE AS NOTEV FAb O19009 VA�045`A3 THONOTOSA55A.FL 93592 � Tnp 112'161 FLa 34222 VOILE 013-9829�5 FNC�BI3-uB2-7306 GOV�R 9HEET � �� S30-OIb I OF 19 ��NATIONAL ELECT;�D OD ILDING CITY p�ZEP H y�I L L S pj� E A N� INANCES �'�4°f�v�r� ` ::F?'y �� (G' �� 'f�.�,�� '�t�`i�{,�+�,�� --� M�NF�-a__ �i� �� , . - — AREA FOR APPROVAL 8TAM1'8 p NO OO � � � p I � � _- ,_... " ._. .o� ,.,� y �...,...�....m.,..,., �. � \ � �,,..�.,. M..,_,...__.... , a �� , � O � :. _3�zf/iv .an�oro.. So-a�L _ � \ � :v� .�i n�---_t'.,�.1.�.e�ia--- - � �� / IIlii.n�vl l 6ul!or4 � Q f.h9E6 Eni nrl�uYlli�{{'le�ia�:nau��erirorl�;u[inYkrw�Xli`^�J � WIND Lnqp MqIN WIM7 FORGE - . arzr-�41RF DIA6RAF15 ........,..,.m<.........,... � ._,...,..._._� NDI ,��,...,,�,tl "AP?ROVED" � ,�_W,,.�„�,,...,�...,..,.: DOL'UMENT � i a o i ,� - � oi o i i �K � i ia�i o ° o ° � t I � I � ,r...k....a�...__.,..�-��_a�......,,� � � � wiN��nnn r.nr.ipnNFrfr qFID GLP��IN6 WIIID LOFJ C�MPOrLNT ANJ CLADDIN6 � wnl� oer-u+i¢F DIA-� M RDOF PRE*S�2E DIACRAM � $ � ��\�bP,r'-`A�A�O��i� aev er vn� �sc2ivrior+ P THESE PLANS WERE DESI6NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDINb GODE,BUILDIN6 'A��i G U5T OF 140 M.P.H. k _b• * - DAiE� 03/09A2 SHEET ° THOMAS �4. DIXON P.E. �w�?T Bui�oi�ereT�e , ��, p Ein 6ABIE SHED R./� �°p• ��:�� ` DRAYN BY� GEB � pL�30637 MA 19034 K5M�198 DIXON ENGINEERM6.ING. �'�� ' ( ` GIffLKED BY� TAD G�2 � SG Y1592 NG 035985 6At 0343'II S7NGNPAL BG�tIN6 ND P�CLIK7X-LOA 8145 'rEN1aLLE.5A 91oD9 //�5�.,73 .''�.• � VWM O11936 T1(M 104353 MDO 40905 10410 M4M SiREET PNONE'�'��D357-'illl 5�p,�E� AS NO'fED .*, PAM p7qppq VA�045593 'R�ONOTOSASSA,R 33591 f TM„urwi w,�a2zz vace�&3-903-98b5 FAX�ais-aaz-saov 4ENtROL N0168 — I I 111�� W.O.NO� 530-OIb 2 oF la , GENERAL NOTES AR�uo MOR APPROVAL BTAMPB I, 7HI5 STRUGTURE WA5 DE516NED IN IN AGLORDANGE WITH THE 2010 FLORIDA BVILDIN6 LODE,BUILDIN6(F.B.GJ 2. ALL MATERIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE GODE AND ALL OTNER APPLIGABLE LOGAL GODES AT THE TIME OF MANUFAGTURE. 3. WRITTEN DIMEN510N5 SHALL TAKE PREGEDENLE OVER SLALED DIMENSIONS. 4 THE FOUNDATION PLAN IS A SEPARATE 5E7 OF PLANS FOR APPROVAL BY LOLAL MUNILIPALITIES. 5. EX7ERIOR DIMENSIONS GAN VARY BETWEEN LIMITS SHOWN AT 2'O.G.BUT MEMBER SPAGIN6 SHALL NOT EXGEED LIMITS A5 INDIGATED �- 6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN AGGORDANLE WITH AWPA USE GATE60RY UG4B(6ROUND GON7AGT,HEAVY DUTY)�5KID5 � l. ALL iHE FOLLOWIN6 LUMBER SHALL BE PRE55URE TREATED IN AGGORDANGE WITH AWPA U5E GATEGORY UG3B(EX7ERIOR ABOVE GROUND,UNGOATED OR � POOR WATER RUNOFF):FLOOR JOISTS,PLYWOOD FLOOR DELKING,AND EXTERIOR RATED WOOD STRUGTURAL AANEL SIDIH6,ANY STRUGTURAL WOOD ABOVE 8'FROM 6ROUND ELEVATION NEED NOT BE REOUIRED TO BE PRESSURE TREATED 1�, B. ALL FASTENERS AND GONNEG70R5 IN GONTAGT WITH PRE55URE TREATED WOOD SHALL BE H07 DIPPED GALVANIZED(6185)OR STAINLE55 SiEEL. 9. ALL WINDOWS WITHIN 24'OF DOORS,AND ALL GLA55 IN DOORS SHALL BE SAFE7Y,TEMPERED,OR AGRYLIL PLASTIG SHEET � 10 FOR ROOFS WITH ASPHALT SNINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE IRIDERLAYMENT APPLIGA710N A5 REOUIRED IN a AGGORDANGE WITN SEG710N I50"1.2.8 OF THE 4010 F,B.G. �, 11, UNDERLAYMENT SHALL GONFORM WITH SELTION I50'i.23 OF THE 2010 F.B.G. re 12. ASPHALT SHIN6LE5 SHALL GONFORM WITH SEGTION ISOl.2.5 OF THE 2010 F.B.G.A77ALHMENT OF ASPHALT SHINGLES SHALL GONFORM WITH 15072.1 OF � THE 2010 F.B.G. 13. FASTENERS FOR ASPkALT 5HIN6LE5 SHALL GONFORM TO SELTION 1501.2.6 OF THE�OIO F.B.G. � N. TIE-DOWNS SHALL MEET THE RE�UIREMENTS OF ALL APPLIGABLE GODES. 15, THESE PLANS HAVE NOT BEEN DE516NED FOR HVHZ REQUIREMENTS AS SET FORTH IN THE 2010 F.B.G OR FOR USE AS A GOMMERGIAL BUILDIN6. i.<'� '�i.s i"�' ��.a ry� S30-b�6 ...�_�_ £ I6. THE GONTRAGTOR SHALL BE RE5PON518LE FOR VERIFYING ALL EXI5TIN6 GONDITIONS. �,�„w� � �µ,�� _ _--- � Il. THE GONTRAGTOR SHALL BE RESPONSIBLE POR DELIVERY AND PLAGEMENT OF LAWN STORAGE UNIT TO IMSURE THE INTE6RITY OF THE SUILDING AND ITS " ' m�i;,,��i�ou��Nk — GOMPONENTPARTS. �•^:i�� m�u�eu�'�•�,.r..,��m�nm.u,c.�r.;t,w IH. NO FIELD REVISIONS TO ANY 57RUGTURAL GOMPONENTS OR DEVIATIONS FROM 7HESE DRAWINGS SHALL BE MADE. 9t4,M,7 a 19. THE OWNER AND THE GONTRALTOR SHALL HOLD HARMLE55 THE ENGINEER FROM AND A6AIN5T ALL LIABILI7Y GLAIMS,DAMAGES,L055E5 AND EXPENSES � INLLUDIN6 LEGAL FEES ARISINb OUT OF OR RESULTIN6 FROM ERRORS OR OMISSIONS IN THE PERFORMANGE OF THE WORK BY 7HE GONTRAGTOR, � 20 SEGTIONS AND DETA�L5 ON THE DRAWINGS ARE INTENDED TO BE 7YPIGAL AND SNALL APPLY AT ALL SIMILAR LOGATIONS,UNLE55 O7HER SEGTIONS AND � DETAILS ARE SPEGIFIGALLY REFERENGED � 21. REFER 70 SUPPLIED FAS7ENIN6 5GNEDULE FOR FASTENING BASED ON GONNELTION AND LOLATION OF MEMBERS A5 PER]OIO FLORIDA BUILDING GODE 7ABLE 2904.9.1 UNLE55 NOTED OTHERWISE �APp�QV�D" � 22.BUILDINGS HAVE BEEN DESI6NED FOR LP SMAR751DE PREUSION PANEL SIDIN6,LP SMARi51DE PREGISION LAP 51DIN6 SHALL NO7 BE USED � 23 TNE PANEL55 DI�65GROOVESEOGGURSAT UT EDGES IOF THE PANELBSIDIN6ALLED IN PANEL SIDIN6 GROOVES IN 7ME FIELD OF THE PANEL SIDIN6 OR WNEN �d��t�1�NT � 24 REFER TO THE IGL-E5 EVALUA710N REPORT ESR-1301 FOR ADDITIONAL DATA AND SPEGIFILATIONS OF LP SMAR751DE PRELISION PANEL SIDINb. � 25.MA%OPENINGS WIDTHS MUST GOMPLY WITH DE516N RATIOS AS PER AN51/AFIPA SDPWS-2000.BUILDIN65 HAVE BEEN DE516NED TO HAVE OPENINGS IN � ENDWALLS WITH MA%OPENING WIDTHS EQUAL TO THOSE IN THE ENDWALL SHEAR WALL GHART � 26.A5 PER SEGTION 55�.�'1(IOkh),FL021DA STATUTES,STORAGE 5HED5 THAT ARE NOT DE516NED FOR HUMAN HABITATION AND THA7 HAVE A FLOOR AREA OF 920 5(iUARE FEET OR LE55 ARE NOT REOUIRED TO GOMPLY WITH THE MANDATORY WIND-BORNE-DE8RI5-IMPALT S7ANDARDS OF 7HE FLORIDA � BUILDING GODE.IN ADDITION,SUGH&11LDIN65 THAT ARE 400 SQUARE FEE7 OR LE55 AND THA7 ARE INTENDED FOR USE M GONJUNGTION WITH � ONE-AND-iWO-FAMILY RE5IDENGE5 ARE NOT SUBJEGT 70 THE DOOR HEI6HT AND WIDTH REQUIREMENTS OF THE PLORIDA BUILDIN6 LODE. � 2'i.BUILDINGS H/�VE BEEN DE516NED TO HAVE ANGHORS DIREGTLY ATTAGHED TO ALL FOUR GORNERS OF iHE BUILDING TO RESIST TENSION FORGES FROM LATERAL WIND LOADS.THIS DESIGN GONS�DERATION MUST BE MADE BY INSTALLER WHEN ATTAGHING ANGHORIN6 SYSTEM TO BUILDING. m 2H.UNLE55 NOTED OTHERWISE,ATTAGH ALL MANUFAGTURED PRODUGTS IN AGLORDANGE WITH MANUFAG7URER5 SPEUFIGA710N5. � 51TE IN5TALLED ITEMS OGGUPANGY NOTE. N07E THAT THIS LIST DOES NOT IEGE55ARILY LIMT TVE ITEMS OF YYJRK AND MS BUILDIN6 IS NOT DE516NED FOR H.MAN NAg�7ATION AND DOES NOT HAVE RUMYNG MAIERIPIS THAT MAY BE RE(YJIRED POR A LOM%.ETE INSTN.LATION. ALL WAIER OR 5J W7ATION SERVILES.1HI5 6UILDM6 5 DE5161ED A5 AN Kf.E550RY �' SITE RaATED ITEIAS ARE SUB,ELT TO LOLAL.URISDILTIONAL APPROVAL. LAYd!STORA6E 5lffD TO STORE LAYN Ki11PMENT 51/LH A5{MVEEL BARROWS, ° GARDENIIY.�,''iUPPLIES,FLAWER P0T5,AND LARDBOAHD 60%E5 WITH VARIOUS SMAI.L � L TYE LOPRETE FOUNDATION SUPPORT AND TIE-0�7VW SYSTEM. ITEM5, x 5 7.RAMPS,STAIRS,AND 6ENERAL P4GE55 TO THE WILDING IF HEGESSARY k�`' 3 6 M�IL�HORIZO�.IEGTIONL EXLEPf FOR GABLE E RAKES.�N ��\\\5'A'�-/�N/'��/� REV BY DATE DE5GRIPTION �' THESE PLANS WERE DESIbNED IN AGLORDANGE tNITH THE 2010 FLORIDA BUILDINb GODE,&11LDIN6� ,,4 TF42EE .bUST OF 140 M.P.H. THOM�S �4. D I XON, P.E, ecnM�rr euILDIN4 8Y8TGM8 ; h ;*C DATE� oa�o�n2 SHEET END 6ABLE'JIED PLANS �b� �, AU 30G37 MSM M034 KS�']II98 DIXON ENbIl�RING.ING. 73S.pINE2 FOAD � � .7i{`f .'. �q� DRAWN BY� LEB w r 5G 11597 NLM 0359D5 6AN 039371 SiPLGRRAI EIGIHWIG AlU IN'PEGiK1N-LOA d45 7BAlILLE.6A 31069 �� GHEGKED BY� TAD / I�� YNt O11936 TX�104353 MW 40905 10410 MAIN S7REET R�otE�a-�ie-ss�-�m % ,g�2�', � r PM 074009 VAN 6/5593 TIfOlVJi05/�uSA,FL 33592 — �LALE� AS NOTED r 1NU 113761 FL�3422] VoIL6 BI3-9BbqB95 FAx�813-982-73P6 GtNGRAL NOTGB ��/ N� �� WA,NO, 530-016 3 OF 19 --- - oRBA�OR APPROVOL BTAMP6 FABtENING SGNEDULE GONNEGTION FASTENING°•k LOGATION I,JOIST TO SILL OR GIRDER 3-Bd GOMMON(2 I/1"x 0.1319 3-3'x 0.131"NAILS 70ENAIL 3-3"14 GAGE STAPLES _ �� 2.BRIDbIN6 TO JOI57 2-8d LOMMON(2 V2'x 0.131') ? 2-3"x 0.131"NAILS TOENAIL EAGH END �' 2-3"14 6A6E STAPLES _ � � 3.SOLE PLA7E TO JOIST OR BLOGKING Ibd(3 I!2'x 0.135')AT Ib"OA. € 3'x 0.131'NP.ILS AT 8"O.G. iYPIGAL FAGE NAIL � 9'14 6AGE STAPLES AT 12'O G. a �, 4.50LE PLA'fE TO J015T OR BLOGKIN6 AT 3-16d(3 II2"x 0.�35')AT Ib"D.G. y �RAC.ED WALL PANEL 4-3'x 0.131"NAILS A7 B"O.G. BR4GED Y1ALL PANELS � 4-3'14 6A6E$TAPLES AT 12'O,G. � ,k,r . Z aS�rv. w�urvo.63a-O��-- 5.TOP PLATE TO SND 2-16d(3 I!2`x 0.162'7 ' '- � 3_3"x 0.131"T1AIL5 END NAIL �:v�..,. n.__ _ �?.�4�•.v!N__'___� mci.nru�,umb.:� �. 3-3"14 6A6E S7APLE5 r!ndnlm ny;lli�Pl.ns�+aa�eb�or Ftm�l;�Cx�UkMW J".l"`'�°.1 � b.57UD TO SOLE PLATE 4-Bd LOMhION(2 I/2"x 0.131'9 4-9'x 0.131'NAILS TOENAIL � 3-3"14 GAGE STAPLES * 2-Ibd GOFNION f3 I/2"z 0.162') � 3-3'z 0.131'NAILS END NAIL �' 3-3"14 GAfiE 57APLE5 f � "I.DOUBLE SND5 Ibd(3 I/2"x 0.135')A7 24"O.G. �J D I e 3'x 0.191'NAILS AT B"O.G. FhGE NAII ��Apt�ROVED�� 3'14 GA6E STAPLES AT I]"O.G. � e.�E To P�,�S ��r��n•x o.��')AT 16��o.�. GUCUMENT 3'x 0.131'NAILS AT 12'O.G. TYPIGAL FALE NAIL 9'14 GA6E STAPLES A7 12"O.G. � B-16d GOMMON(3 I/�"x 0.162') 17-3"x 0.191"NAILS LAP SPLIGE � 12-3"14 6PbE S7APLE5 � q,BL.OGKING BETWEEN.1015T5 OR RAFTERS 3-8d LOMMON(2 I/2"x 0.131") TO TOP PLATE 9-3"z 0.131"NAILS TOENAIL 3-3"14 GA6E STAPLES � 10.RIN J015T TO TOP PLATE 8d(2 I/2"x 0.131')AT b'O.G � 3'x 0.131"NAILS AT 6'O.G. TOENAIL � 3'14 6A6E STAPLES AT b'O.G. s; � 11.TOP PLATES,LAPS AND INiER5EL710N5 2-16d LOMMON(3 I/2"z 0.162'J e 3-3'x 0.131'NAILS FAGE NAIL �' 3-3'14 6A6E STAPLES � 12.CAkTINWr HEADER(1�PIEGES Ibd GOMMON(3 V2'z 0.1627 16°O.L.ALONG ED6E �\\III IIIIJ/�� ' (GONTINUED) ��PS�E�NO/�//� REV BY DATE DCSLRIP�ION �� THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDIN6 GODE,BUILDIN6 ,_ p THREE �15T OF 140 M.P.H. � tH OM�4S A. D I XON, P.E. B��T��DING 8Y8TEM8 -'�� ;a c on�, o3ioan� sHe�r � EtA�GAOLE 51E0 PLnNS �� 7ATF:l;_: •�� DRAWN BY� GE6 AL130631 M5w 19034 K`,�]I198 DIXON ENGtNEFRINb,ING. l55 JU11�R ROAD %T ,.ORI P%y� GEGKC9 BY� TAD C�� e SG 17592 NG 035H85 6AS 03491� 57RK.1Wd.BY�&N6 F77m IAFFL110X-COA 0195 THBLLLE�6A 31009 J - y�µ N F {WM O"119% T%M b4353 MD�40905 104�0 MAIN 51REET PF�ONE�I-41e-557-7171 � �() ��^" SGALE� AS NOTED �/ '� PAt O19009 VA�045593 TFIOk�TO5A55A,fL 33592 11�� `�' Tlq IIYIbI FLM 34221 VOILE�B13-4B2-9B05 F/JC�B�-aez-a3a FA6TENING BCN��U�.B _ WA.NO� 530-0Ib 4 OF 19 ARtA POR APPROVAL BTAMPB FAST6NING SGHEDULE GONNEGTION FASTENING°�k LOGATION 13.GEILIN6 J015T5 TO PLATE 3-Bd GOMMON(2 I/2'x 0.131') 5-3"x 0.131'NAILS TOENAIL 5-3"14 6A6E STAPI.E5 �� 14.GONTIN.105 HEADER TO SND 4-8d GOMMON(2 I/'1"x 0.131") TOENAIL � I5.RAFTER TO PLA7E 3-8d GOMMON(2 I/2"u 0.131') - 3-3'x 0.131'NAILS TOENAIL 3-3'14 6AGE STAPl.ES b Ib.I"DIAGONP.L BRPLE TO EAGH SND AND 2-Bd LOMMON(2 I/2"x 0.131') a pLqTE 2-3'x 0.131"NAILS FAGE NAIL � 3-3"14 6A6E S7APLE5_ _ I'1.BUILHIP GORNER 5ND5 Ibd(3 1/2"x 0.135") 24'OA. . 6/2S!�r `�a.a�L 3"x 0.131"NP.ILS Ib'O.G. "` � - -. �.—FI�u No.�G,.____�_..__ �� 3"14 6AGE STAPLES 16'OG. �SYmrr I�._—.. �i,i'Y!sl1k�6�_'__`�_ " 18A.BUILT-UP G�RDER Ai�BEAM5 ZOCI CqMMON(4"x 0.192°327 O.G. FAGE NAIL AT TOP AND °1i'�'"'•��-�0�!^^k � 3'x 0.131"NAIL AT 24"O.G. BO7TOM STAGGERED ON n•"°i°"' :'LL��u r�e�.i�.,�i„c��tio.mn u�ica;nm4,qq�) � 3'14 6PbE S7APLE AT 24'O.G. OPP051iE 51DE5 2-20d LOMMON(4"x 0.192'9 pq(,�qp,IL AT ENDS AND A7 y 3-3°x 0.131'NAIL EALH SRIGE � 3-3"14 6A6E STAPLE � 19.LOLLAR'ilE TO RAF7ER 3-IOd GOMMON(3"x 0.140") 4-3"x 0.131"NPJLS FAGE NAIL "R:�I � 4-3'14 bA6E STAPLES _ _ � � 20.ROOF RAFTER TO 2-BY RIDGE BEAM 2-Ibd GOMMON f3 IYl"x 0.1627 1y �I"�rsOVED�� 3-3"x 0.131'NAILS 70ENAIL OR FAGE NAIL uU(�U��7 � 3-3'14 GAGE 57APLE5 � 21.JOIST TO&4ND JOIST 3-Ibd LOMMON(3 I/2"x 0.162') � 4-3"x 0.131"NAILS FALE NAIL � 4-3"14 GA6E 57APLE5 � � (GONTIN11ED1 � � ti � r � � \��\\`\N;.��pI�N�///�ji REV BY DATE DESGRIPTION � ,�;� THESE PLANS N�RE DE516NED IN AGGORDANGE WITH THE�OIO FLORIDA BUILDIN6 GODE,BUILDINb ;A THR@�G�rUST OF 140 M.P.H. �' TH OMAS �4. D I XON, P.E. �NiT7 BUILDING 8Y8T�MI8 -'e� r,r� on,E, o�ioqn� SHEET � ��v R u+s � ,, nre , \ vRU^e+ar� cee AL�30631 MSw 19034 KSM ZII96 DIXON E1851NEERING,INL. 'SSJORHtRaM �•� .P•:",�'.\� � SL+27`A] NG 035985 6Ap 034371 SIfdGIlRAL BGN�tlIG AW tGPEGTbN-COA 8195 1EINILLE 6A HIOE9 /F' '. GNECK�BY� TAD G� � YM O11936 T%«104353 Md 40905 10110 HAIN STREET PNGE�1-4M-533-7111 /�/. / � SGALE AS NOTED e PAM O19009 VAM p�5yq3 71Y7N0T05AYA,FL 33592 11 �� 5 OF I9 " 7N�11]761 FLM 3473� VOK.E�BI340]ABDS FAX�d3-9B7-]30G_ FAaT s��7�i�"�t�� _ __ W.O.NO� 530-016 _ ARiAI�OR APPROVALBTAMP9 FASTENING 6CHEDULE GONNEGTION PASTENING°�k LOGATION 2�.WO�OD STRUGIU�AL PANELS AND 1/2'AND LE55 bd`�J PARTIGLEBOARD�'SIS FLOOR,ROOF AND 2 3/B"x 0.113'NAIL� T� WALL SHEATHING(TO FRAMIN6) I 3/4'16 6A62" '� 15/32°TO 19/32" Bd GOMMON(ROOFS IN IIO'I40 V�MPH EXP B") K' 6 INGH O.G.ED6E5 AND 6 51N6LE FLOOR(GOMBINATION 19/32"TO 3/4' 8cN OR 6d' INTERMEDIAIE,4'O.G.AT SLBFLOOR-UNDERLAYMENT TO FRAMiNG) 2 3/8"x 0.113'NAIL" (,prypp�NT AND GLADDIN6 8 2"16 bA6E" ED6E STRIP«Z01�3 � l/B"TO I" 8d` IREFER TO FI6URE 30.5-I OF w I I/8'TO I I/4" IOd°OR Bd° ASGE 11 � 3/4'AND LChS 6d• �/ o< .__/?f�ii n�oro.3 a-vib � va°ro i^ ea^ �> ,,.,�w_- --f�-R,�ach�__ g � I I/8'TO I I/4" IOd°OR Bd• 1!I<I.nru 1.xul'wk n[ d,�u:�uao.y ri.�,r,.,,�ob�w�ow.ig.unwt 7nfr!+�9 � 23.PNEL SIDING(FO FRAMIN6) I/2'OR LE55 6c1� g 5/B' 8d� i 24.FIBERBOARD SNEATHING9 1/2' NO.II 6A6E ROOFIN6 NAIL� bd fAFN-tON NAIL(2"x 0.119") � NO Ib GA6E STARE' y 25/32' �II 6AGE ROOFING NAIL^ NDI � �ib G�oE�i�rE'n�x o.isr� "APPROV�.E�,ID" � a. GOMMON OR BOX NAILS ARE PERMITIED TO BE USED EXGEPT WHERE OTkERW15E STATED. DOCUIUIC,y� � b. NAILS SPAGED A7 6"O.G.AT EO'GES,12"A7 IMERMEDIATE 5UPPORTS EXGEPT 6'AT 91PPORTS MERE SPAHS AR 4H'OR MORE.FOR � NAILIN6 OF W?OD STRULIURAL PANEL AI�PARTIGLEBOARD DIAPVIRACMS AND SHEAR WALLS,REFER TO SEGTION 2305 FBG.NAILS FOR �a�. WALL SIiEATHINb ARE PERMITfED TO BE CAMMION,BOX OR GASIN6. � a GOFWON OR DEFORMED SHANK(6d-�'x 0.113';8d-2 I/2"x 0.131";IOd 3"x 0.1487. d. LOFAION(6G-2"x 0.113";&f-2 I/2'x 0.131'�IOd 3"z 0.140'9. e e. DEPORMED SHANK(6d-2"x 0.113";Bd-2 I@'x 0,191";IOd 3"x 0.14H'). f GORROSION-RESISTANT SIDIN6(bd-I l/8'x 0.106";8d 2 3/8'x 0.128')OR GA51N6(bd�'x 0.099";9d 2 I/2"x 0.113°)NAIL. m g. FASTENERS SPAGED 3"O.G.AT EXTERIOR ED6E5 AND b'OL.AT INTERMEDIA7E SUPPORTS,Wf�!USED AS STR11L7URAL SHEATHIN6. - SPAGIN6 SNALL BE 6'O.G.ON TFE EIT6E5 AND 12'O.G,AT INTERMEDtA7E SUPPORTS FOR NONSiRUGTURAL APPLIGATIONS. � h. GORROSION-RESISTANT ROOFIN6 NPJLS WITN�/16'DIAMETER HEAD AND 1 I/2'LENGTH FOR I/2'SHEA7HING AND I 3/4'LEtffiTH FOR 25/3' g SHEATNIN6. I. GORROSION-RE515TANi STAPLES WITH NOMINAL VI6"GROhN OR I"GROWN AND I I/4'LENGTH FOR I/�'SHEATHIN6 AND I I/2"LEN6TH FOR ti 25/32"SHEATHING.PANEL 5UPPORTS AT 16'(20°IF 57REN6TH AXIS 15 7HE LON6 DIREGTION OF THE PANEL,UNLE55 OTHERWI5E MARKED). FOR ROOF SHEATHIN6 APPLIGATIONS,&!NAII.S(�I/1'z 0.113'J ARE THE MINIMUM REQUIRED FOR NbOD STRUGiURAL PANELS. � k. 5TAPLES SHALL HAVE A MINIMUM GRAYN YMDiH OF 7/Ib" � I. FOR ROOF SFIEATHING APPLIGA710N5,FAS7ENER5 SPAGED 4'O.G.AT EDGES,8"O.G.A7 INTERMEDIATE SUPPORTS. y�` � m. FASTENERS SPAGED 4°O.L.AT ED6E5,B"O.G.AT IN7ERhgDIA7E SUPPORTS FOR SUB FLOOR AND WALL SHEATHIN6 AND 3"O.G.��,t�Acy�� i�� ., b"AT INTERMEDIATE SUPPORTS FOR ROOF SHEA7HING. ��\� pS t+_A'N ii�� n. FASTENERS SPAGED 4°O.G.AT EP6E5,B"AT INTERMEDIAiE SUPPORTS. \��p�.-��CeNBF�!�-O�i �V BY DATE DESGRIPTION �' �" THESE PLANS WERE DESIGNED IN AGGORDANGE WITH Tf�2010 FLORIDA BUILDIN6 GODE,BUILDINb:�dR A TtN2�E SEGD,NG�_6UST OF 140 M.P.H. � BENNETT BUILDIN�s BYBTRMB �,p,. . -"� .�� v�re� o-7/oaA2 SHEET ptHOM�4S A. DIXON, P.E. ��E��,,,� �.t� , AL�30637 M5r 19034 K5�31190 DIXON ENGINEERIN6,INL. l55,qlt�rt RoAD i�`��' . C>�,'�" =� ��BY� LEB w � 5GN]TAI NGM 0359�5 6AM 034371 SiRG0.RA1 BGAHAIN6 MO KKGMN-COh W95 7EMlILLE,bA 310D9 �/�I J�� l� � �✓ GHEGK�BY� TAD / -�� r' YM o11936 Tx�1o�3�r3 MDY 40� 10410 MAM 57REE7 R10NE,I-17e-%�-'Im ��n/ ( v � � PAp 079009 VAN o95599 7HONOTOa155I�PL 33591 - `'.�LALE� AS NOiED � rn+nzwi F�a 3azn VOILE B13s10�-9885 FAx�ai�aerz3ov FOBTtN IN4 BCNtDULL � w.o.No, sso-0ie 6 oF w -s•woc ARfiA FOR APPROVAL 6?GMPB �� 9'.II'WDE 2x S.Y.P al I�� l'-11'%IDE z•-m woe P7 RIM JOIS7 '4'� 24"*24"y�24" 24' 24' 24" 24-"�`2-4�' 24"�24"* � I�I I I I I � I I I � a �ry 2a4 S.Y.P u2 OR S.YP pl 2x4 S.Y.P M2 2x4 P.T S.Y.P�2 (2)2x OR 4x6 P.T. �ti°�LL S7U�Ai 24`OG.WITH BaiTOM � � _ WLLIN6 BLOGK S.Y.P%I OR u2 SKIDS __, � D�UBLE STUDS EVERf 48" PLATE � ;o :P �l II II II u u n n u ii --_� - O,G,WHEN ATfAGHING NOOD �, :p in 2x P.T S.Y.P M�,�p15T5 AT 16"OR�4' in r - O OR GOMPOSVTE WOOD 1 O.G.(SEE FLOOR.b15T SGHEWLE ON , STWGNRAL WALL PANEL r5�8"OR 3/4"J � SHEET A-13 T / PLYWODD OR � ' '� l/16"O58 � � ��ry DFGKING s 6'-O"TO IT-9'. � '� 6'-O"TO 23'-9' � 6'-D"TO 29'_9"-- F '� b'-O"TO 34'3' al�� 530-6/L LOet� . m..-._,.-.._.._.R�oN..r�___ � � PLDOR FRAMINC� PLAN �FLODR D�CK PLAN .P�., .�,,,.____�,��•.��_ _ ° A-I $�ALE 3/16"=I'-O" A-I SGALE:3/I6'•I'-O" nW�n�dl..uu1!ori. � NOTE. Mnar rllnLLtliy�'Iai�a4r�ipLim4YmiJncxf4ikMaR9CL'�3 � I.DWBLE WALL 5ND5 SHALL BE FASiENED s TO6ETHER PER FB.G.FASTENING SGHEDI.LE, � 2.EW�MPLE DRAWIN65 ARE OF A 20'LEN6TH UNIT i3 DOOR AND WINDOW LOGATIONS MAY VARY � ,�„ 2x4 S.Y.P p2 TOP°LAiE 2xh S.Y.P M2 TOP PLATE ��` � � - ----- "APPROVED" ----- � 2x4 S.Y.P�2 2z4 5.Y P p2 _— . �e G�* TOP PLAiE SLOpE TOP PLA1E —SLOPE- DOCUIYIL'IY 1 a II 11�� 2z S.YP p2 2z4 5 Y.P b2 - 1 u OR S.Y.P pl __ _ RAFTERS AT � 5 PURLMS i17 � ___, 2q"O.G.(5EE - � 24"O.G RIDGE _ _ _ _ END GABL[ RIDGE- _ _ O � - RAFTER - PRE-EN6MEERED SLHEDULE ON _ - --- � � TfU155E5 AT 24" SHEET A-13) Q � OG p�-�SLOIIE�-��--. __-=SLOPE— - - � __---__ _ -__---_ � 6'-O"7o I�'-9" k '�� 6'-0'i0 23'�9" x 6'-O"TO 14'-O" _�, $ 6'-0"TO 29'_9" � '� b'-O"TO 34'-3' � € - END GABLE WITN RAfTERS ]-.��1 [N�GABLE F:OT TO L%GEED 14'-O'IN LEN6TH q_J � win{n-rwiss i ' 3 ROOF FRAMINC� PLAN "-6 n ROOF6FRAMINC� i'L�A�I,�iu,,,,�� A-I SGALE.3/Ib".I'-D" ��\�L.p;s�'HyN�//��j REV BY DA7F �ESGRIPTION �' THESE PLANS WERE DESIGNED IN AGGORDANGE YtITH THE 2010 FLORIDA BUILDIN6 GODE,BUILDIiy$' Mo?tliRPFlS (�9D 6UST OF 140 M.P.H. � BENNETT BUILDINU BYSTEMS �v; ��=-7 DATE 03/09/12 SHeEr � THOMAS �. DIXON, P.E. E�G,�E�DPL� �o`, .,ATF:(�I= ;w� AL�30631 N5M 1q034 KSM 21NB DIXON EN6INEERING,MG l55 JoMER RoAD .:!�\� DRAYIN BY� GE8 �-� _ $LM]l59] NLa 03`ABS 6A�034311 S7PoILMNL EN61hE�INS AND INSPEGTION GOA 0195 TFNNILLE.GA 31oB9 j�� -'� a y/ LHEGKED BY: TAD k VN�0'II9% TXM 104353 MDM 40905 10410 MAIN 57REET PHONE I-IlB-553-'IIT7 �/ �`� !' PAN p'�qppq VAK 045593 THONOTOSASSA,FL 33597 — `x�� AS NOTED � �n2iei FLM 34222 voice.eia-aez-vees Fnx:eis-gez-z�oe FLOOR GND ROOF FRAMING FLAN6 ��!l11I�� w.o.No: 'sso oi6 � o� �q — AREA FOR APPROVAL STAMP9 s ,p„ 2xh S.Y P x2 12 4A5 FOR 96"WALL A-B TOP PLATE �5.01 FOR BI"WALL —� — — — 2xA SY.P a2 —_ — — � I� TOP PLATE -2x S.Y.P RAf-TERS � � 20 6A,x 2"STRAP AT 2'-O"O.G.(SEE SIDE i INSIDE AND OUTSIDE q � 2x4 S.Y.P I I OR 3"STRAP ON ONE p�T�� GABLE RAFTER SLHEDULE � � SIDE OF ENDMlALLS A, `� PL TE ON SHEET A-13) ___N � N r = 6 i i FOR 5'-II WIDE 32• �' I II ° �I i �ILDIN65 TYPIGAL � � i EQ. N EQ. � RID6E � � 5 I I E� SLOPE SLOPF i I �, � _--- __---- _— � � .q.g ��- __— 6'-O"TO I"1�_q�� — r�j- b'-O"TO 23'_9" •.... � .. 3/� � b,-p"T029�_9" - �3 - J_.__.��v H:uNo..s��Jd�01L �n��if�:,:1� g _ A'9 n, ..,ue,_'._" �. 1 6'-O"TO 34'-3" T � ..5'-II"SHED ENDMlALL 5'-II"SHED ENUVIALL —' � 51DE GABLE iW RAF�R WITH No OPENIN6 WITH]'_B"DO��I2 OPENMG �'himni t,xunnrk � � ROOF FRAMING PLAN , DEtAI� y�_ �. °IxrNUWhUI'leuxHa��»I�iirFlOrlilnfxlNklAep�V� A-2 SG LE.3/Ib"_��-O• A-2 SG E�I/4°.I'.p� A-] SGALE.V4"<��.�" A NOS� � FOR ALL FASTENM6 OF FRAMIN6 f MEMHERS NOT NOTED ON THIS SHEET REFER To PASTENIN6 ND� y SGHEDULE ON SHEETS G-4 THRll G-6 I� �r,I'PRU�^VEDTn � �3.�9 FOR B��W�N LL UUCUIYI�1 P' �`F 20 6A.x 2"STRAP _ n INSIDE AND OUTSIDE OR 3"STRAP ON O� 4 4 � SIDE OF ENDWP.LLS A-'i A-� � FOR l'-II WIDE N � &11LDIN65 ttPIGAL E . 4B" � 60' a ��," 48"HMGED 60"HiNGED OR OR ROLL-UP ��-�� DOOR � � � � �'-II"SHED ENDWALL �'-II'SHED ENDWALL T'-II"SHED ENPWALL � DEtA�L�NG WI7H 4'-0'DOOR WITH 5'-0"DOOR , 5 DEtAIL b D�tAI � A-4 SGALE I/4'=I'-O" A-z SGALE:I/4"=I-O' A'� xA�\�� P�a�kQAN��i�� V BY DATE DESLRIPTION � THESE PLANS NERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING CADE,BUILDIN� T 9BQb11D 6U5T OF 140 M.P.H. (; ._ � rt �AIE 03/09/17. SHEET THOMAS A. GIXON, P.E. BENNETt BUILDING SYSTEMS �.o; i�r; � E�55JOwF�rzaflno 1A' ` A7EU,� ,fW\ DRAWNHY: LE8 �( AL»30631 MSM 19034 KS/7119B DI%qJ ENGINEERING,ING. � p.;1. LNELKFD BY: TAD .L1�2 Z� 5�M y75q7 NGM 03'.i965 bAU 034311 S1RII�lUUJ.EMSIIiER�Mb MD' �M`�4G11LN LOA 8195 iENNILLE,6A 31009 � ^ � WV�O1i936 TKa 104353 hID�40405 b410 MAIN STREET PHONE�I�18-55�-7n� � �� _ S�ALE� AS NOTED PA�O19009 VAp 045593 TFb11�TO5A55A.FL 33597 ,� Tn�uryi Fv��n VOIGE:013-98]-9BB5 PA%;913-982-2306 FRAMIh'Cs AND ENDW4LL DETAILB '��1! __ w.a no, s3o-oie e OF ia — — AREAFOR APPROvAL StAMP6 __'��2.42FOR96 WALL 3.02 F02 el'WALL -20 GA x 2 STRAP MSIDE AND OUTSIDE ! OF ENDWALLS FOR 9'-II A-� --�� WIDE BUILDIN65 p. 4. 40" E EQ � ttPIGAL USE OF 20 � 6A.x 3"STRAP ON �-^ �' ONE 51DE OF F � ENDWALLS MAY BE � USED IN BUILDINGS UP 4B"HIN6ED TO 24'-O'IN LEN6TH ��LL-UP DOOR 8 s � .. , a: ._.�31 xJ!i z � a'-II"SHEV ENVMI�LL ._. ._. _ r�an rvo.�o.6�C,— �. 9'-II"51ffD ENDYtALL WI7H 4'-O"DOOR �; rv`"��+-.--._.T(I�lr.�((,¢!:, .� WITH NO OPENIN6 � �rye7no-A 1.6u11.�r� � I DEtAIL � DEtAI nm i„�u��ua��un.�„N:.,n�i��,�r�e�dn.c«iwmx9Nra1 A3 SGALE.1/4"=I'-O" A3 SGAL6 I/4"=I'-o" �gg � FOR ALL FASiENING OF FRAMING MEMBERS NOT NO7EU ON THIS U SHEET REFER TO FASTENIN6 � SGHEDULE ON SHEETS G-4 THRU Lb 2.10 FOR 96"NWLL C�1�I �2.63 FOR 81'WALL °ppp/1HUxnV�U�� 20 GA.x Y STRAP MSIC�E �oy��y�� g 4 ON ONE IIDE OF ENDWPI L5 A-� FOR LEN6TH LE55 THAN 30' L�� :o FOR 6REAiER LENGTHS U5E � � 20 GA.X 3"STRAP INSIDE �. � AND OUf51DE Q�3.5'IB�iA � � 51RAP ONE SIDE ONLY � 60'HIN6LD OR g ROLL-UP DOOR r�. __ _ ff a tE Y 9'-II"5HED ENDYIALL II'-5"5'IED ENDYVALL C WITH 5'-O"DOOR WITH NO OPENIN6 ,� 3 DETAIL 4 DEtAIL A-3 SGALE�I/4"=I'-O" A3 SGALE I/4"=I'-O" � �\��\\P.�'�,n��!�Q��/ REV BY DATE DESGRIPTION e �• THESE PLANS WERE DE516NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING CADE,&11LDI T B 1�'1 bUST OF 140 M.P.H. y tH OMAS �4. D I XON, }�.�. BENNETI BUILDING SYSTEMB _ ; ,+ ,a_ vnie, o3iavi� sHEEr � END 6ABLE SHED PLANS �b „ 41� DRAN7N BY� LEB //�� E AL�30631 M5p 19034 KiM ZII98 DIXON EN6INEERIN6,ING. lx b�NER RoAO �� V� �-� �, 5�t 2�5q� k(,M p35905 GA�0343�1 5ildGiLRAL ENiC€EItIN6 ND Y15FiL1��N LOA 0195 TENNILLE,6A 31089 i M {� ':'� GH�GKEO BY� TAD � WVU o71936 Tx«104353 MD�40905 10410 MAIN 51REE1 PNONE.I-4lB-°h]-ll'I'i �� i� ' �w SGALE� p5 NOTEO � PAp O19009 VAN 045593 7FpNOTO5A55A,FL 33597 � na naibi rt+�a�2� vace:as-aeaaeesFnx,ei3-9eaaaoa ENdUALL DEtAIL9 �� r ��'�_ w.o,uo: 53o-oi6 '1 OF 19 AREA FOR APPROVAL STAMPS �2.10 FOR 96"WALL 2.63 FOR 81"WALL q 4 _ A-� EO. R. A-� 60" �' o EQ. �. 4b�� 4B"HINGEDr w�' OR ROLL-UP 60"HIN6ED OR � �� ROLL-UP DOOR s � ... ... ... ... g .�2S/�'+- �ryrvNO.s�;J�a16_ d � ��_5"SHED ENDYI4LL ��_5"SHED ENDWP.LL � �...��o.�_,_,r."�'13�s��'_ WITH 4'-0 DOOR WITH 5'-O`DOOR �ric��nra L Gulia�k � � DEtAIL z DETAIL r, ulnrN:i411�y1'Innsl•e�uliiwtlnriJnf'wlWCMe9j11`M! � A-4 SGALE:I/4"=Ib" A-4 SGALE.V4"=I'-D' � �� FOR ALL FASTENIN6 OF FRAMIN6 B MEMBERS NO7 NOTED ON 7HI5 fi SHEE7 REFER TO FASTENM6 � SGHEDULE ON SHEETS G-4 THRU G-b NDI � "APPROVED" � DOCUME�VT g — k 5- b,, � q_� A-'1 � l2 __96" � � � -12"HINGED DR 96'HINGED OR � ROLL-UP DOOR ROLL-UP DOOR I _' ; �——� �,�� I � P'-9 II'-5"SHED ENDYQALL II'-5"SHED ENDWALL y WITH b'-0'DOOR WI7H OPTIONAL B'-O'DOOR 3 DETAIL 4 DE7AIL i p A-4 SLALE I/4"=I'-O" -- A-4 $GALE�I/4"=I'-O' - \11111111/ t ��\,�A�;'s E�N O�/��/� REV BY DATE DESGRIPTION � $ THESE PLANS WERE DE5IGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDIN6 GODE,&11LDING�R/A�,�GFJ74�XUST OF 140 M.P.H. � tHOMAv ,4. DIXON, P.E BENNETT BUILDING SYBTEMS '�v; * jQ-� DATE. 03/09/12 � SHEET END 6A6LE SHED P�ANS 'T�TE��' ��''\ DR{�WN BY� GEB qL�30631 F5p 19034 K5�11198 DI%ON EN6INEERIN6,ING 'I55 JoMER RoAD ~�,(: ��,., ° SGM 2l`A2 NLN 035905 GAn 034911 S7RIGiURAL E1511EER�AND IlC�PEGTION-GOA&95 TENNILLE,GA 31089 �% '.,�71 IU,.��:�••: LHELKED BY� TAD �� R VWr p'1iq36 TX�104353 MDa 40905 10410 MNN STREET PHONE I-4'18-55]-'Inl J ""� \ �" � „ PA%079'J09 VAa 045593 THONOTOSASSA,FL 33597 SGALE: AS NOTED � TNp 112761 FLp 34722 VOIGE�HI3-902-9BB5 FPJ�i BI3-907-2306 ��w�l�ETA�Lg j1 - W O NO: �30-OI6_ 10 OF 19 AREA FOR APPROvAL BTAMP6 2x S.Y.P�i OR K2 RAFTERS Ai 2'-O"06.(SEE SIDE GABLE �2 RAF7ER SGHEDULE,SHEET A-13) �0.94-3."IS FOR 81"WALL WINDOW SIZE MAY VARY,Na7 O.'15-3.0 FOR 96"N�LL i0 EXGEED 51ZE SHOWN. 4b"-5/A-7 f T � A-i 60"-6/A-� i i 4 4 96"-VA-� � q_� 2.38" q_� Cp 2.38" 2 O"MM �i g 48",60"OR 96" �� 6 IB 2.38" IB" M10" � I " OPT Ix4 5 Y P u2 BELT RAIL i � � � FOR USE NU IOOOVR 2Q GA $ I i . � � STEEL PANEL 2 O � � �iv � y' 20 GA.x 2"STRAP ON - or�sicE oF sioE � n i �i � - WALLS FOR ALL �-' 3 zS/iz , WIDTNS TYPIGAL � � —�—J__._._tqnNO. S 30-a]6 � — „ „Ww_ _._.R,a,YFa�m_..__�-' R � Mei�n:��i IlulMr4 '� 2x5.YPp2 WINDOWANDDOOR � M. utnrlfnil•IIiyYlxnsliraLLpi�rF7wWr,(;N.Ib'lmbyj1C23 6 II'-5°SHED ENDYWLL LOLATION MAY � WiTH 4'-O"DOOR AND WINDOVY FLOOR J015T5 51DE 6ABLE VARY � DE7AIL "T�b��o.`. � A-5 5G E.t/4"=I'-o" A25 DETA4L I'-O" F�O�L FASTENING OF FRAMING MEMBERS NOT NOTED ON THIS SHEE7 REFER TO FASTENING p SGF�DULE ON SHEETS L-4 THRI G-6 „�hl � STANDARD.019'ALUMINJM FROM-- "'�� 12 "r�I�i�NOVED" ADVANGED ALUMIMIM,'iR6"o5B 0.943.15 FOR 81"WALL -- — UNDER VINYL SIDING,3/B' �O.15-3A FOR 96"WP.LL �OL`U��T °' � --- -- GEMPANEL,19/d2"TI-II OR 3/8"LP --— � y — _ SM�+RT-PAt�L,OR IOOOVR 29 GA - _ _ - - PANEL BY GGG-G51.SEE SHEAR � WALL TABLE FOR FASTENIN6 -- _ -- — REqUIREMENTS APID MAXIMUM ; BUILDING LENGTHS.WHEN -- — -- '� - - ATTAGHING WOO�OR GOMPOSITE Q __ — � - _ WOOD PANELS TO SIDE WALLS � -_ - _ - - _ - FASTEN USIN6 8d GOMMON OR � DEFORMED NAILS A7 6'O.G. a� - --- - - EVERYWHERE VAIEN OPENIN65 IN — -- - � SIDE V1ALL5 ARE LE55 THAN(2!3) -- - fi OF TOTAL LENGTH OF&11LDIN6 �p ��XAMPy�l1" nnhGH AWMINUM AND IOOOVR — $ &11LDING SHONN: PANELS AS PER MANUFAGTURERS - - � SPEUFlGA710N5 AS NOTED IN SIDE 6ABLE END bABLE SHEAR WALL TABLES ��,�VAT ION � ELEvAtION 4 3 A-5 SGALE�I/4°=I'-O" � A-5 SGALE.I/4"=I'-D" � ��\\PS`��AN��i� REV BY DATE DESGRIP710N � THESE PLANS YgRE D[51GNED IN AGCARDANGE WITH THE 2010 FLORIDA EUILDIN6 GODE,&11LDING� " THR 5 6UST OF 140 M.P.H � tHOM�4S A. DIXON, P.�. BENNETT BUILDING SYSTEMB _.�t � '*'= �nTe o3iov/i� SHEET � END GABLE SHED R� .—• K- AL�3063'I MSp 19034 KSU 21198 DI%ON EN6INEERIN6,ING, �55 JoI1ffR uoAD ATE " DRNYN BY� LEB A '� 5G�21592 NLN p35qB5 vAp 034371 SiRWiLRAL HGMEEStIN6 pND NY,-PELi�-UJA DN6 �ENidl LE,GA 31o9a f �F p .'� � LHEGKED BY� TAD fy £ WVM 071936 TXp 104953 MUa 40A05 10910 MhIN STREET PHONE.I-4'1655z-�m l R;•��..�.xL.,� ^_� � PAN p�qppq VA�045593 THqlOTOSASSA,FL 33`AZ SLALE� AS NOTED � TNU I I]lbl FL M 3qa�7 V O I G E:8 1 3-9 0 2-9 B B 5 F A%�,B I 3-9 B 2-2 3 0 6 E L E v A T l 0 1.1 4 N D D E T A I L S ��// W.D.N O� 5 3 0-O I 6 �� q - i 4REA FOR APPROVGL 9TAMPS �3."19 FOR 5'-II" 3l9 FOR l'-II" 3.02 FOR 9'-II' �2b3 FOR BI"WALL 2.10 FOR 11'-5" 2.10 FOR 96"VWLL 2x4 S.Y.P a2 '� pURLIN Ai 24"O.G. � '2x4 SY.P � PRE-ENGIN[[RED I INZ TOP - i i TRU55 i i�A� � i � � 2x S.Y.P��OR � v i i � j jS.Y.P MI � I I o I IRAFTER � I i i i � i ` I i y � 1 I � i i � i �i i �i a i i i i � - -' - -- ,: .�f Qsl�� rleoN�/O. 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I � I I 1 I — I I I I I I � � I I c d I �� I � 4'-II'END 6ABLE A 9 WITH RAFTERS � YiITH p � � 7 & ��: �_ r-- A-6 SGALE:I/4"_��_0" A� A-6 SGA A A k 'I'-II"EI�D 6ABLE 5'-II"�6�A85LE �Z WITN RAFTERS � 3 DETAIL DEtAiL 5 DE1'AIL a E-6 SGALE,I/4 I O LE I/4"=I'- IIIIII�I��/ � ti��l�`��NO/��i' REV BY DATE DESGRIPTION � THESE PLANS YtERE DESI6NED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,BUILDINb� �A NF1Rf�2 GUST OF 140 M.P.H. h ='�� DATE 03/09/12 SHEE� THOMA�S A�. DIXON, P.E BENNETT BUILDINCs 8Y8TEM8 -;,�, T�i.,. ;a c � END 6ABLE SHED PLANS �,O• :�/� DRAMIN BY: GEH ALM�3l MSp 19034 K5w 21190 DIXON ENGINEERIN6,ING. �55 JoINER RDAV i�� p /� g 5�N 21592 NG�0359B5 GAp 0343'II SiR1GNRAl E1K#fAIIG Nd/MSF�Gilql CaA BI95 iENwLLE,6A 31089 qJ; ,_ 11?' ` I� LFELKED BY: TAV 11� r VNb O1i936 TXa 104353 MDp 40905 b910 MAIN STREET PN01E�I-478-552-"IIT � ^� p PAp O'N009 VAx 045593 TNON0705l55A,FL 33592 5(.AI_E� AS NOTED " TIN 112161 FLU 39]22 VOIG6 BI3-987-QBBS FAX�813-992-2306 C1208S-6ECTION DETAILB ��I I WD.NO� 530-016 I2 OF 19 AREA FOR APPROVAL 87AMP8 � 2x S.Y.P N2 OR (3)-N8z3"VJOOD SGREWS SY.P MI FLOOR pg(U-3/0"x4"LAG JOIST AT I6"OG SGREW,TOE-NAILED AT �PR�ES pG 5?YPT2x4 (2��x EAGH,1'JIST TO SKID A'�� OR 2xb OR 4x6 GONNEG710N S.Y.P�2 E � P T SKID �� \2"�' e � SPLIGE AT 4'-O'O.G.HITH(bl SKID TO JOIST �� b0.120x3"NAILS EAGH 51DE mo.izoxs°w,i�s r�rn.� s DEtAIL a ol2"OG a-i sc e�r=r-o• � 5Tl�GGERED b' re � (2)-Zz4 OR�z6 5Y.P p�P.7. ) $ BUILDIN6 SKID (2)-2z6 SYP MI —3!.W��i _ � � ISOM�tRIG ,�: _ ,�,9��-3�_"� 2x4 SYP al OR a2 WITH I/2" e: ,�ai n�.__—'_'C�iw�W'f:.¢ PLYWODD FILLEK "— OR�2 LAID �qdimri��unnrp 7� A-'I SGALE I"=I'-O" FLAi (9)0.131mx3"NPJLS n!� i,�xmuou n.n.F:,cemin„�t�odue c«ir't�fMe� � (5)O 1319z3" EALH END OF NAILS EAGH F�qpER uJPR\E5 �2 tti� 4 6 YP is�wr+m ENDOF 'er� � ,�'� aT°f"6N HEADER �` YlINDOIWDOOR (7)7"z6"WITH I/7"SPA!.Eft FffADER/51LL DOOR HEA�ER r�D I b DEtAIL S SPLIGE AT 17'O.G MINIMUM WITH q� ��E.�!�Ib" A-"1 SGALE:I/�'=I'-O" �i�I�YROVED�� (6Ym0.120x3"NAILS EAGH SIDE DOCUMEN'C g, (2)-2x4 SYP MI OR a2 � I I/2"IvOTGH LAID FLAT (4)-2x4 51P � *I OR M2 4z6 S.Y.P M2 P.T. (B)0.131bx3"NAILS LAIU FLAT � OUILDIN6 SKID ��p EAGH END OF � 2 ISOMETRIC erar�vx HEADER • (q)o.i31mx3"NAILS EAGH ENO Oi= � A-1 SGALE.I"=��_�" — iF�cw.ae� HEADER (2)�"x4"FLAT er veswx DOOR NEADER � s 1�OOR � A-"I SGqLE�I/2'=I'-0" (4)1"x4"FLA7 DOOIi HEADER � , DOOR 3 A-"I SGALE V1'=I'-O'— k � � ��\\\\\`"n�N/O/��j REV BY DATE DESGRIPTION � w' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,&11LDIN�w T . GUST OF 140 M.P.H. � THOMAS �. DIXON, P.� BENNET?BUILDING SYSIEMB — � �F �� DATE. 03/09/12 SHEEr � er+v v�.e�e sxEV�.nr�s =ro; : N .'•P' Te11` �� DW+WN BY. GEB AL 30631 MSM 19034 KSU 21I90 DIXON EN6INEERIN6,MG. l55 JollER ROAD j —•�� A ° SGM 21592 NGU 0359B5 GAM 034311 SiWGiURAI.EN6A�tINS AND IN5PEG710N-COA 81� 1EIWILLE,6A 31oB9 �'n�' '� �f•,' -� GHELKED BY: TAU .L1�� YtJa O'II936 Tx�I04353 MDx qpqo5 10410 MAIN SiREET PHONE.I-a'iB-552-'Inl �j�:�;� -' ' v �� PAM 079009 VAd 045593 THONOTOSA55A,FL 3359� — SLALE. AS NOTED �LTA'M 1171b1 FLb 34222 VOIL6 HI3-9B�-98B5 FA%:813-9B1-�306 fJETd�LB ��/ ��\ W.O NO� 530-OI6 13 OF 19 � s3 Ksi s�ei-sTw.aauiv AREA FOR APPROvAL STAMPS 2z SPLIGE MUST�E WRAPPED AROUND GONREG70R AND�TTAGHED TO END BELOW JOI57 AS SHOWN TYPIGAL � o 0 000 0 0 o ATTAGH U51NG(4)8d NAILS 4X6 P.T S.Y.P a2 SKID WITH 0 00�o 0 o INTO 51DE GRAIN OF I-I/2"WIDE BY 3/4"OR I-I/2" MEN�ERS AND(2)MTO TOP DEEP 4�7GHE5 ENTIRE �, GON7INJOUS 2x PLAN VIEW o�MEMBERS LENGTH oF SKID TO TOP PlA7E = TRUSSES AT 24" N AGGOFIMODATE FLOOR � ABOVE O.G. - J015T5 IF REQUIRE�(7YP.) � GaNiINU0U5 2x n' � TOP PLATE 2x4 P.T S.Y.P FLGOR,YJIST �' C 6UNNAILS INTO EM:H SKID � � iV a 2x4 P.T S.Y,P FLOOR JOIST 40"LONG 2x ATTAGHED WITH IOd NAILS END WALL 2x4,1015T5 1YP u SPLILE END OF SKID AT 8"O.G S7A66EiRED „ 3 IzS" �x- '�6-u i t � _ CANNEGTOR ' ' r�^.--/•+-,-j...17xnN.. � D� a�..w�,_--_^ ".�srt�� `a u rio)iod w,ils °--- s 2x4 S,P.F 2 SPt IGE LOGATION A-8 $LALE:I I/1"•I'-O n�eronu�,popu.�x EAGH SIDE OF VERTWi+LL5ND5 SPLIGE , i��u�k��umurm,,,r•.,�,��wMOdau.i�9E1C2�2 � ALTERNATE EkD WALL 33 K51 S7EEL STRAPPING � — EXTERIOR A7TAGHED AS DESGRIBED IN 51DING DETAIL 2/A-B NF9GAL. � ��I` � ��5�PT�Eo w�°OOd N DI �� NAILS AT B"O.G. �,��OVEDrr $�' S7AGGERED �� 2x6 P.T S.Y.P�=LO�JOIST UUCUMENT �' - Ib"O.G.YU(7J 0.131"m x 3" � - GUNNAILS MTO EAGH SKID b SIDE WALL SPLIGE LOGATION 3"x 6'x 0.036' END WALL 7x6 JOI5T5 TYP GORHErtR ApGONNEGTION ENp O+F ASKID g 6ALVANIZED 3 D� 4 D� �. SPLCIGE GON�G710N STEEL PLA1E � I D TA� oR EaUIVnLENT A-8 scALEI I/2"=I'-O' A-B SG LEI V2"=I'-0" � � A-8 SGALE:1 I/1'=I'-O" lYPIGAL FASTENING U51N6 Bd GOMMON NA�LS. � USE(2)bd NAILS INTO SND ON EAC.H SIDE OF ;� NOTES. MEMBER AND(2)8d NAILS IMO TOP PL.4TE � I 3"x 6"x 0.036"PLAT[OR FQUIVALENT SHALL 9E FASTENED TO EAGN TOP PLATE WALL OR SE6MEM OF WALL BY(b)8d NAILS OR EQUIVALENT,PROVIDED WP.LL S7UD � THE RAFTfRS,J015T5 OR TRUSSES ARE GENiERED OVER THE 5NV5 WITH A STEEL STRAPPIN6 TOLERANGE oF NO MORE THAN I"PER 2308.9 2.1 OF F B.G. � ATTAGIME�NTLTO OP PLATE � 5 D� Y A-B SGALE:1 I/2"=i'-o° `\��\��P��L�N��ii�� REV BY DATE DESGRIP710N ,"a' THESE PLANS WERE DESI6NED IN AGCARDANGE WITH THE 2010 FLORIDA BUILDING GODE,&11LD '�ND 6U5T OF 140 M.P.H. € a ' DATE. 03/09/12 tHOM�4S �4. DIXON, P.E. BENNETT BUILDINCs 8YS1EM6 =q; ��c SHEE7 � EH�GneLe st�E�PLN15 I " � DRAWN BY: GE8 ALx 30637 M5�19034 K5M 211Q8 DIXON ENGI/ffERING,ING. 1s5.b�NER R�AV �� •'�� _�j - SLM 2"1597 NGp 035905 GAM p943"il 57Po1GilRAL EW�C2WG NO p!i{G710N-LOA BI95 TFNNILLE,6A 3IOB9 ��C+�...�1� GNELKED BY� TAD 7] � YN�0"11936 TXp 104353 MDx 90905 10410 MAM 57REET PHOIE i-4'IB�551-711'1 �/ �3' ' �. �� SGALE. AS NOTEV v " PA+0�9009 VM 09i.�93 TH�tOi05A55A,FL 33592 � prM 113161 FLM 34227 VOIGE.B13-9B2-90B5FN(�813-987-2306 DEIAIL6 �� WO NO� 530-0Ib �4 �F Iq 4REA FOR APPROvAL STAMPB / IOOOVR 29 GA STEEL RAFTER NOIGHED I000VR z9 6A S�EEL .P2E-EN61NE[RED TO REGEIVE TOP 1RU55 AT 24"O G. PL AlE 2x SYP MI OR k2 RAFTER AT 2«" O.G � (BY0.120x3"NAILS -12"xL5�O 6A S7RAP WI7H (SEE FLAFTER SGHEDULE,54EET P-10) & FROM TRU55 TO p�q I.15"STAPLE OR 'g STUD (8)-m.120z9"NAILS � EQUIVALENT-4 STAP�ES INTO PROM RAF7ER i0 12'z1.5"20 6A.SiRAP WITH QI9 I.15" � TOP PLATE AND 4 IN70 SND gNp STAPLE OR EGUIVALEN7-4 STAFLES M70 � pR TOP PLATE AND 4 STAPLES IN70 STUD SIMPSON N3 OR EQUIV WI7H OR 6 SIMF'S0N H0 OR SIMF AN H8 OR 8 E(iUIVALENT WRH �4�Bd NAILS W70 EAGH SIDE. E(3UIVALEN7 WI7N SIMPSON H3 OR EQVIV WITH(4)Bd NAILS a�� (STRAPS AND TIES MAY BE MID EALN SIDE. (a)-ioa x�s" (al-�od x L5" PLAGED ON INS�DE OR NAILS INiO SOLE (STRPPS AND TIES MAY BE PLALED ON � NAILS INTO 50LE OU751�E oF STUD) PLATE AND INSIDE OR q1T51DE OF STUD) PIATE AND 3 2,5 +i e (5)-IOd x I.5' ur _ __�_.�. 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AT 24'O.L.IN 2x FLOOR b15T ` �'`i�� N� a BETWEEN SM75 2x FLOOR b157 gE7i^�EN STUDS ��`n U�� "* FROM BOT70M FROM BO7TOM ovC � PLATE i0 RIM 7x RIM JOI57 pLATE TO RIM 2z RIM JOIST � (4)0.120x3" - (4)m.120x3"— - � NAILS FROM RIM q.7� NAILS FROM RIM R�`FTEft � To F�ooR.ioisr SECT I ON To F�oorz�oisT 2 �� , S�GT I ON � A-9 SGALE 3/4"=I'-O" (q)b.120z3" A-q `'.� E:3/4'=I'-O' g NAILS FROM RIM NOTF 12"xL5'20 6A.STRAP TO FLOOR JOIST I.StMP50N OR EQUIV TIES AND S7RAP5 NAY BE PLAGED ON WITH G71a 1.�5'STAPLE IN51DE OR OUTSIDE OF STUD,WITH THE EXGEP710N OF THE H3 g OR ECIUIVALENT II 2x FLOOR JOIST GLIP OP�ION LONt$GTIN6 THE 50LE PLA'fE TO STUD,WiILH MUST a STAPLES IMO SOLE BE F'LAGED ON THE IN51DE N_p1 OUT510E OF THE SND � PLATE/RIM AND II 2x RIM JOI57 z.GLIPS,STRAPS,AND SGREYIS 51'.OVBV ARE FOR U5E WHEN k STAPI-FS IMO SIDD ALUMINUM OR 1000 VR SIDING IS APPLIED TO&11LDIN6 AS � OPTIONAL STRAPPIW EXTERIOR SIDIN6 SPANNING FROM TOP PLATE TO BOTTOM PLA7E � SND TO SOLE P4ATE AND RIN � SEE DETAILS 2d3 ON SHEET A-10 FOR OPTIONAL 9 g�CTION SEE SHEET A-5 FOR OPTION� ��WJj�RAIL x STUD TO FLOOR SYSTEM ATTAGHMEhT A_q S�ALE.9/4':r-o° POR U5E WITH IOOOVR 24y$ F$±��IG�� PI6 �� _ � REV BY DATE DESGRIPTION �' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA&11LDIN6 GODE,BUILDIN@ 6pR L�SEE 1�B 6U5T OF 140 M.P.H. � BENNETT BUILDINCa SYSTEMS -7��, �,��- �a� DATE o3/atn2 SHEET `�HOM�4S A. DIXON� P.�. FA9GABLESHEDPLANS �U� (rV�: � ALx 3pb3"I MSM 19034 KSU�II9B DIXON ENGMEERIW,INL. �55,lOI1�R RoAD i . � DRAMM�BY� C.EB A � SGN 2�5q1 NL»0359B5 6A�034371 5191GPRA1 ENiIIEERINS AFD Ik5PEG710N COA 0�95 TENNILLE,GA 31089 �/ ' � •�t�,� I,�`� LHEGKED BYi TAD Ll�� F WJM p71Q36 T%M b4353 MDr ppq05 10410 MAIN SiREET PHONE I-41e-55�-�nl � PAn O19009 VAp 045593 THONOTOSASSA,PL 33592 � t �l I SGl�LE AS NOTED � � �� TNU II7'161 FL�34�72 VOILE BI3-982-9085 fAX�813-9B2-2306 WALL SECt{ON DEtAILB ___ wo rio: s3o-oie �5 OF 19 AREA FOR APPROVAL 6TAMP9 IOOOVR 29 6A 51FEL a8 SGREWS FOR ATTAGHMENT A5 SPEUFIED BY USP STRUGNRAL PRE-ENGMEERFD � GONNEG7oR5 TRU55 (0)-OJ20z3"NAILS 3/a'X4"LA6 SGREW r FROM TRU55 70 � STUD 51MPSON H8 OR y U5f'SIRUGTURAL LONNEGTORS EQUIVP.�ENT WITN �, PA44E-R HI6H GAPAGITY (4)-IPd x I.5' � U5P STRUGNRAL NAILS WTO SOLE GONNEGTORS q"x4"P05T P�A'fE AND � PA44E-TZ HIGH (5)-IOd z I 5" GAPAGI"1Y NAILS MTO SND �x 4 SNDS AT 24"O.G. �b SGREWS FOR OPTION:51MP50N � ATTAGHMENT A5 3/e"X4"LA6 SGREW H3 ON INSIDE p SPEUFlED BY 6 I Y�'DEGK BOARDS AND OUTSIDE USP STRULTURAL � GONNEGTORS WIiH(4)8d x I 5' rz S /z 6 2"Xb"BLOGKIN6 NP.ILS INTO SOLE 3l4"OR 5/8"PLYWOOD OR ��: 3( I 53u-o�� PLATE AND(4) l/16"OSB DEGKING A, � •� •• ,y PI�n11o._r___ (4)m.120x9" INTO SND w�.ni �...._._�..lf atE:£atF,+w_�__ � NAILS FIZOM RIM 'O -- -_- r.i.�nnrn�.uu1!ax 70FLOORJOI57 3/8"x4"LP.GS�REW Moeubr uu,uei.,,.i;..�,�pK„t�oriwcerNme�ggfq,� s KBX2"6ALVANIZED AT 24"0.G IN - �pLDOR JOIST 2x RIM JOtST BETNEEN STUDS � SLREWS,(2)AT EAGH FROM BOTTOM ppR�H LONNEGTION PL�1TE TD RIM WITH 2x RIM JOIST �J)I ATTA/GH�♦MEM d.120 NAILS. f�� I S�II I�ON ' f� � A-10 SGALE.3/4"=I'_O" BOTTOM PLATE ' � iIUVEUr� OPTIONAL ATTAGFMENT UUCU��r OSECTION A-10 SGALE.3/4"=Ib" � 14 x1.5"20 6l�.STRAP g WITH 114"lOV NAILS - � OR EQUIVALENT-3 b.l2ox3'NAILS A7 12" 3/e"X4"LA6 SGREW AT � NAILS INTO RIM,2 o.G.INTO RIM JOIST 24"O,L,MTO RIM.10157 NAILS INTO BOTTOM PLATE,9 NAILS IN10 s `'T�� 2x FLOOR J015T � 6 WALL S7UD5 � � �� p 3/4"OR 5/6"PLYWOOD AT 24"D.G -2K RIM,b15T � oR VI6"OSH DEGKIN6 ��P�A� OPTIONAL STRAPPINS TO RIM JOIST DETAIL SND/i�0 BOTT♦OM� PLA7E AND RIM � A3o S�V3��IVO, A4VO PLAN4vIEW `\\\�o�PS��,'/ €' ��`% \� REV BY DATE DESGRIPTION �' THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA BUILDING GODE,&11LDIN�F6��2 A TNfdEE SEGGkG�GUST OF i40 M.PH. ^ THOMAS A. DIXON, P.�. BENNETT BUILDING BY87EM9 !.��, � ' ;w; �nre. osioan� sHEET � END GABIF SrEU aLANS j`,�. ,ItIVI:' , .` DRAWN BY� GEB AL+3063"i M5�19034 K5+1119B OIXON EN6INEERIN6,ML. l55 JoINtR RoAO �-/` ° SG+27592 NGM 035985 6AM 0343"II SiNULRRAL EN6IAEERtlG AN�!NWEGiION-LOA BI95 '�ENNILLE,GA 3IOD9 `` �N LHELKED 9Y� TAD i ri� 2 VNM O11436 iXM 104353 MDU 40905 10410 MAIN STREET RbHE I-41e-557-'In'I , /� �� / � PAa 079009 VAp D45593 TNOM�7050.55A,fL 33592 SGALE AS NO1FD ,= T1M 112161 FLM 34222 VoIGE�B6-961-9BB5 FAx.BI3-9B2-23oG WALL BffGTION DEtAILB WO NO: 530-016 I6 OF Iq AREA FOR APPROVAL 8?AMP6 SHEARUJALL GNART MAX WALL LENGTH BY MATERIAL BUILDING OPENNG IOOOVR 29 GA 0.19 ALUMINUM VI6'0.5.8 PANEL BY WIDTH WIDTH OVER STEEL UkDER VINYL 3/8"LP 53AR7 Iq/32"TI-II91 GGG-G515 3�g ,� STRAPPIN6 51DIN6�' PANEL OVER STEEL GEMPANEI° STRAPPIN6 �p NONE I I'-9" ,P' S�_I�„ ��,_q„ ��,_q. ��_q�, ��_q. ��_q,� _ 3'-O"MAX NA � NONE IS'_4" �, '7'-II" 4'-O' 23�_9� Z3�_q�. z3�_q, z3�_q" 23'-q" I2�_9" p 5�_� � � _ � NONE 19'-q" � F 9,_��„ 4�_�� 29�_9� 29�_9�, 29�_q�� p�_q�� 29�_9. �q�_b� �� 5�_�„ 16,_�� i:c: $�zs��L_,nz�Na. S3o-o/L � NONE � I 22�_q° ASY �.in�_.._-__�i?•:6G,P+�u. �. 4�_�" . 22�_9" Iryi�w�H L.Yullal � �!c. Inr NWt;fhy 1'len�A�nielntr ilarld�frAD[�N.��`f� � 11'-5" 5'-O" � 34�_3" 34�_3• 34�3�� 34�_3" 34�3" 2��_d� '��, 6�p„ ��_9„ � e-o �, Nni � �'�S "APPROVF.n„ �x r*�qRyyILL� I.O.Iq ALUMINUM DUTGH LAP 51UIN6 SHALL BE FASTENED USMS xB z 3/4"WOOD SGREWS AT 5 V2"O.G.ALON6 FRAMING A5 PcR MANUFALTURERS (� �„ � � I� 2,�j��61G05g5HqLL RBE IF�T�ENEDTUSIN68d G�MONHON OR DEFORMED NA�S AT b"O.G.IN FIELD AND 4'OL.ALON6 ALL PANEL EDL+ES EXGEPT FOR D�1LU IY,�� A-II SG�LE�N.T.S. �'-II"WIDE BUILDIN65 WITH 5'-0"DOOR OPENING FASTENING FI15T BE SPALED A7 6'O.G.IN FIELD AND 3"O.G. �y 3.3/B'LP SMARTPANEL SHALL BE FASTENED USMG BA GOMMON OR DEFORMED NAILS AT 6'O.G IN FIELD AND 3'O.L.ALONG ALL PANEL ED6E5 b EXGEPT FOR l'-II"WIDE BUILDINGS WITH 5'-O"DODR OPENIN6 FASTEWNG MUST BE SPAGED AT 6"O G.M FIELD AND 2"OL.STAGGERED � 4.19l32`TI-II SHAIL BE FASTEIgD USIN6 8d GOMMON OR OEFORMED NAILS AT b"O G IN FIELD AND 4"O.L ALOWi ALL PANEL EDGES � 5.IOOOVR 29 GA PANEL SHALL BE FASTENED USIt85 pl0 x I I/2"WDOD S.REW AT PANEL ENDS U5E(U FASTENER ON EAGH SIDE OF EVFRY MAJOR RIt3 � AN�AT FlELD USE(I)FASTENER ON ONE 51DE OF EVERY MAJOR RIB BASED ON MANUFAGNRERS SPEUFIGATIONS. 6.3/e"GEMPANEL SHALL 6E FASTENED USING bd GOMMON NAILS AT 4"O.G.EVERYWF1EFtE � l H'-0"OPENING IN END'NALLS REQUIRE ADDITIONAL 20 6A x I V2'STRAPPIMS FASTE�D TO ENDWP.LL FRAMING 1151DE OR qf�51DE AS SHOYAI IN ELEVATION DETAILS TO AGHIEVE 34'-3'LENGTH IN II'-5"WIDE BUILDINGS � 8.WINDOWS AND DOORS MAY BE LAGATED M EITHER Tfff 51OE WALL OR ENDIN�LL llDORS ARE FSRMITTE�TO BF.IN BOTH ENDYI�.LLS OR ENDWALL AND SIDE WP.LL IF RELIUESfED BY GUSTOMER.LIMITATIONS ON T1E TOTAL OPENIhG DIMENSIONS IN 51DEWALLS SHALL BE BASED ON Tk1E SHEAR WALL p HEIGNT TO WIDTH RATIO OF 3.5:1 AND SHALL NOT E%GFFD(23)OF BtMLDIN6 LENGTH. � � � \��C��ri��///�// Y �\\'Z'O,�A�rE SF��f�i REV BY DAIE DESGRIPTION � THESE PLANS Y�RE DESIGNED IN AGGORDANGE WITH THE 2010 FLORIDA&11LDING GODE,BUILDIN6�Gtl��A THR � Gd �UST OF 140 M.P.H. � C BENNETT BUILDING 6Y6TEM8 �o� �TArr;�,� ;W� DATE, osioanz SHeer tHOMA� d�. DIXON� P.�i"i, tNpGABLE5IEDPLANS ,'W� � ALM 30631 MSU 19034 K5M 2II9B DIXON EN6INEERIN6,MG. ��JOIlff.R RoAD //CC .� ,�`�;�`�• ��h BY: GEB �-�� SL�7"t597 NGw 035985 GAM 034371 57RU:lURA1 PWREfR1NG M!D IN5PEGiILSY LOA d95 TENNILIE,GA 3�oB9 �� ' LNELKED BY: TAD � VNa 071536 TXN 104%3 MDM 4pqp5 10410 MAM SiREET PHOIg�I-41B-55z-llll � � `�v SGALF. A5 NOIE� PAw O19009 VA+045593 THONOTOSASSP.,FL 33`A2 ` rr+«unei F�N sanz voice�BI3982-9805 FAX:813-9B7-23C6 BUILDING DIMENSION SCNEMATIC wo rio: s�o oie i� oF w i AREA FOR APPROvAL 9TAMP8 PRL--EN61NFEkFD TRU55 (2)2"X4"TOP PLA7E GONTIIJI�FRAMtN6 iYP. 4"X4'POST � � ENDWALL 2"X4"A7 I 24'O.G ,�' ,4-9 � IYn'DFGK BOARD 2'X FLOOR JOI57 g P c t a � z3 �v 61G e 3 n:�r+o.. 53a- 6'-O"PORGH ATTAGHMEN7 &111DIN6 SEGTION bw.. n�_____�,��,�•g£nr�'._. � � SIDEWhLL INchnrAl.uullarh —_� �° PORGH FRAFNk6 DETAIL ��iau uLLwpr�m.s�vminorXior�•lnar��no:y;g�gy " O SECTION ''� A-12 SGALE.3/4"=I'-O" � NDI � ��3 "APPI�,OVED'� � OPTIOW+L q.� 1x5.YP Pi. p� t 6b'PORGH RIM JoIST DOCUIVI�1 7 b � � g ;� (2)-2z P.T S.Y.P�2 �x4 P.T S.Y.P a2 � _ 5KID5 OR 4x6 RILLING BLOGK ` � – 2x P.T.5:'.P JOI5T5 AT 16'OR 24" � = o.L.(SEE FLODR JOISr SGHEDULE ON SHEET A-12) � P� � n � PORLH PRAMIN6 PLAN �: � PORGH OP710N FRAMINCS PLAN �."�sH wte,vr `�A,�-�a A-I] SGALE N.T 5 F�'��FM�'�Y�� \\�;'��ENaM'O�-/'�i REV BY �ATE DESGRIP�ION �' THESE PLANS WERE DESIGNED IN AGGORDANGE IkITH THE 2010 FLORIDA BUILDINb GODE,&11LDINCZ�QI�A EG CG6UST OF 140 M.P.H. fi THOMAS ,4, DIXON, P.�. BENNETt BUILDING 6Y6TEM8 �;o�, F,;; ,��` DATE. 03/09/12 SHFE7 Fk END 6/�BLE SI+EO PLAl5 j • ;W ti DRAWN(3Yi GEB �� ALM 30631 MSp 19034 KSN p�qg DIXON EN61NEE21NG,ING. 155./�INER RoAD � A I� k 4Nw O1M36 T%a pp953 MD�4�0907 O��ItSPEG710N-(AA 8195 P�IL I-4�B-SS�Binl //� �jN/�'�S \ 1 y �LKED BY: TAD 11��1 PA�O"1900'a VA�045593 THONOTOSA55q FL 33A2 SGALE AS NOTED � � � TNa III'161 FLp 34222 VOILL.BI3-987-9885 FA%.013-982-]306 LUMBER SGNEDULE NO.NO: 530-016 �8 OF 19 AREA FOR APPROVAL STAMPB � . � � END CsABLE RAFTER SG�IEDULE FLOOR JOISt SC�IEDULE � RAFTER 51ZE MAXIMUM BUILDIN6 LENGTH BUILDING WIDTH MINIMUM J015T 51ZE � (24 in D.G.) g�_�� 2x4 S.Y.P �I OR�2 � 2x4 S.Y.P �2 5'-b" -- — 2xb SY.P �2 �' II" 2x4 S.Y.P �I OR�2 �2S��na.�rvo 53a or� C 8-g o'-II" p ni� .�nx___._Rw°ir.tSca{a.-- - 2xb S.Y P I OR tt� 2x8 S.Y.P �2 II'3" "+'2x4 S.Y.P NI OR#2 WITH ne.�� AuLL�O II�4Eaml�u�11bLdJ�('M19ca1s7tlY0l� � 2x10 S.Y.P �2 13'-5" Q �� SKIDS AT"f4"O.G p p�� x - — - 2x4 S.Y.P �I 6'-3" Il'-5" 2xb S.Y.P #I OR�2 � - - b ?_xb SY.P �I q'-II" � zxe s.r.P �i i2�b° UJALL STUD SCNEDULE �ti�a� 2x10 SY.P 7�1 14'-II" MAXIMUM STUD LENGTH ��I1��PF��OV[D�� sru�size (24 In O.GJ DOCUMC�+IT g § 2x4 S.Y.P �2 8'_3° � 2x4 S.Y.P �I g�_g�� & n $ � � a s \��Ptl l I I II��i � **SKID SPAGIN6 MUSi MOVE FROM bb"O.G.TO 74"O.G IN ORDER TO AGGOMMODAIE THE 2x4 S.Y.P �I OR�2 FLOOR �\ S A��y�..R/��' NIT � :�„'°P�.'�J� REV BY DA7E DESGRIPTION 5 THESE PLANS WERE DESIGNED IN AGGORDANGE NITH 7HE 2010 PLORIDA BUILDIN6 GODE,BUILDIN6 !A T L'��0� G}(5T OF 140 MPH � THOM,4S �4 DIXON, P,�, BENNETT BUILDING BY8TEM5 ' - Dn�, osio9n2 END bABLE SI1ED PLANS �N'� 'i�/�TE 1;" ;W'� SHEET ALa 30631 NE�19034 KSw 21198 DIXON EN6INEERING,MG. l55 Jp�NER RoM �� ,W�: DRNi�BY: LEB � 5Lb 77597 NL�035985 GA�CYj4371 57itl.G1�RM.ENGIKfRINi AN�IKfEG710N-l.DA gM5 TENNILLE,6A 31089 �/ " ' 211�r � �j'V LHFGKED BY� TAD 1 �€ WW 071936 TXa 104353 MDA 40905 10410 M41N STREEi PNONE 1-4'IB-557-11i� (�IV�1��)� ��13 PAU 079009 VAU O45yi3 TMUNOTOSA55A,FL 33`A2 1L1 - SGALE� A5 NOTED � TNU 113161 FLU 3422� voice.ai3qe�-vaes Fr�.eis-ae�-zsob I.UMBER 9GNEDULE W.O.NO: 530-016 19 OF IF Pasco County Parcel: 11-26-21-0010-03000-0030 001 Page 1 of 1 �ata Current as of: Weekly Archive - Saturday, June 23, 2012 Parcel ID 11-26-21-0010-03000-0030 (Card: 001 of 001) Classification 01 - Single Family Mailing Address Property Value DUNKLE SUSAN Ag Land $0 5631 5TH ST Land $15,120 ZEPHYRHILLS FL 33542-3405 Building $13,962 Physical Address Extra Features �415 5631 5TH ST ZEPHYRHILLS FL 33542-3406 .7ust Value ;29,497 L@�al DeSC�IDtl011 (First 4 Lines) ASSessed (Save Our Homes) $29,497 Homestead 196.031 - $25,000 See Plat for this Subdivision� Non-School Additional Homestead Exemption - $0 CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 3 &4 Taxable Value �4,497 BLOCK 30 Warning: A significant taxable value increase may occur when sold. OR 1909 PG 1495 Click here for details and info. regarding the posting of exemptions. � Land Detail (Card: 001 of 001) Line Use Description 2oning Units Type Price Condition Value �1 0100 SFR OOR3 8,400.00 � $1.80 1.00 $15,120 Additional Land Information Acres 0.19 Tax Area 30ZH FEMA Code �Residential Code ZHLHLP2 Buildina Information - Use 01 - Single Family Residential (Card: 001 of 001) Year Built 1962 Stories 1.0 Exterior Wall 1 Average Exterior Wall 2 None Roof Structure Gable or Hip Roof Cover Asbestos Shingle Interior Wall i Drywall Interior Wall 2 None Flooring i Asphalt Tile Flooring 2 None Fuel Gas Heat Convection A/C Window Unit Baths 1.0 Line Description Sq. Feet Repl. Cost New 1 BA� 480 $15,576 2 FEP 96 $2,174 3 1�ST 144 $1,882 4 �P 168 $811 5 SfQP_ 144 $714 6 ��D.�-� 140 � $1,363 � Extra Features (Card: 001 of 001) Line � Description Year Units Value 1 N PTO 1974 40 $33 2 LFEN E 1992 704 $248 3 UDU-M 1990 1 $134 Sales History Previous Owner DUNKLE RUSSELL G ESTATE OF Year Month Book/Page Type Amount 1989-�� 12 1909/ 1495 PR $0 1971 O1 0554/0258 r $5,000 http://appraiser.pascogov.com/search/parcel.aspx?sec=11&twn=26&rng=21&sbb=0010&b... 6/28/2012