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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE' DAT'EFiLED: '�.. � I �' o'� X PLAN REVIEW FEE: RECEIPT NO.: � PERMIT NUMBER �6 I CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERN7ICES DEPARTMENT 1 UMMiC & CODE REGULAUONS DI'VISI0N 2300 Virginia Avenue ( V SCANNED Ft. Pierce, FL 34982-5652 a B Y 772462-1553 „n/L St. Lucie County \�uo APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE V PROJECT INFORMATION - c) C; Z- 1. LOCATION/SITE ADDRESS: JCS�� ryi A- Vc v n- 2. PROJECT NAME: SITE PLAN NAME: 3. PROPERTY TAX ID #: 4 () N - c d O I — C" 5 S 4. LEGAL DESCRIPTION (attach extra sheew if necessary): 5. j BLOCK NO. PLAT BOOK 6. PAGE NO. � 7. r o8egR bs- 1 p K& 8. LOT t (� L N0. U�uu 9. PARCEL SIZE (ACRES/SQ FT.): ' , 15 kC LOT Dffk4ENSIONS: � t 5 A -a 1 , e- 5 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 1 J M 7— 11. SETBACKS (ACTUAL) FRONT BACKa U RIGHT SIDE LEFT SIDE: 12. TYPE OF CONSTRUCTION (ChecOl ppropriate boxes). [ ] NEW CONSTRUCTION [ ] EXPANSIONIADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL ' [ ] INDUSTRIAL Ted OTHER (SPECIFY) _�to C' o 0 S f-e.K C n ev � `�fII S h 2 cf pit% L-IAJ �L 13. DESCRIPTION OF PROPOSED USE:Q 14. SQ. FT OF CONSTRUCTION: I /<aw 15. SF. FT Ist FLOOR: 1 �0 / 16. VALUE OF CONSTRUCTION: $� The value of construction is used to determine the amount of permit fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. -- ' t SLCCDV Form No.: 001-02 UPDATED 6/25/09 -OWNER INFORMATION NAME: c: I A 14 c f+i ` • E i `+ 7--r ADDRESS: LV4 tv 2 ZIA Av e CITY: STATE: C C c R V iQi c± A ZIP: ' I L G-1' � PHONE, (DAYT ME): I, i 11 7 Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT,FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. _ FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): L� CONTRACTOR INFORMATION, ST. of FL REG.CERT #: ST. LUCIE CERT #: BUSINESS NAME:V\` QUALIFIERS NAME: J ADDRESS: CITY: ; ° STATE: ZIP: PHONE (DAYTIME): (_) _ FAX NO. Email: ARCHIT/ENGINEER ; ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): C___) BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: , ADDRESS: STATE: ZIP: CITY: STATE: _ ZIP: IMPORTANT NOTICE: When- a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail f CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated; and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILEILS, HEATERS; TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this,building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder,to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may.apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions,..accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory :uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURENO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS; TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE .RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION.' IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER OP CONTRACrIABIGNATURE STATE OF FLORIDA COUNTY OF �� �t C % e_ The forego in g instrumenAwas acknowledged before me this / day of 20 i c ; by L 11 !mil who is personally known Commission or has produced identification. DAWN MUM MY COMMISSION N DD 852587 EXP ES: arch 22.2013 Sanded Puh{ioUnae,writers STATE OF FLORIDA COUNTY OF 1-3 The foregoing instrument was acknowledged before me this 1day of 20 L by who is persoibally known or has produced FL � as identification. Signature of Notary Commission No. NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate permit checklist. OFFICE USE ONLY SECTION Q(, j' TOWNSHIP �� RANGE L�o "NO. { � ZONING_1 LAND USE LOT CVG % TAZ NO. FLOOD ZONE. FIRM MAP # IST FLR ELV MAX HGT CONST TYPE OCCUP TYPE . MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC LOT OF REC LOT SPLIT LOT SPLIT Before 111990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE AREA FEE FEE LIBRARY PUBLIC BLD PUBIC PAR1{S BRACT IMPACT FEE CT IMPACT FEE CORRECTION FEE FEE GENERAL SCHOOL ROAD CREnIT Y N ' . LAW ENF IMPACT CT IMPACT s FEE FEE e FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE BRACT REQUIRED FEE ,VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON COITORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQU]RM PLUMBING FEES DATE SENT TO ADDRESSING: / REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE . COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE Z-- DATE 1 r� COMPLETED r INITIALS Lydia Galbraith From: Wayne Wyatt <wwayne1285wyatt@aol.com> Sent: Thursday, February 02, 2012 8:02 AM To: Lydia Galbraith Subject: Flood zone. The shed will be above or at the height of the house. we have had the back yard flooded twice in the past twenty years but never had water come in the house. I have requested the shed floor be at two feet above the ground level. That will put it at or above the crown of the road. It's hard to tell exactly since the road is so far from the house and proposed shed location. I appreciate your concern. I hope this will satisfy all your questions and will help expidite the permit. Thank you. Wayne Wyatt f IV 1 l � � Lydia Galbraith From: Lydia Galbraith Sent: Wednesday, February 01, 2012 4:35 PM To: 'wwayne1285wyatt@aol.com' Subject: Permit 1201-0117, Pre -built shed Importance: High Dear Mr. Wyatt, I have been trying to finish the Zoning review for your shed and have a couple of questions. The St Lucie County Land Development Code requires new structures to be 18" above the crown of the Road or the Flood Elevation whichever is higher. The submitted copy of the survey is not showing any elevation or flood zone information. Your property seems to be located in a Flood Zone and a Flood way. First of all we would like to know how high the finished floor elevation of the shed is going to be. Will this be at the same height of your house? Second we would like to know if you maybe have a flood elevation certificate for your house that shows your existing Flood zone and Flood way and the height of the finished floor elevation of your house. Please let me know if you have any of this information. You can e-mail the information to me or bring in a copy. If you have any questions, please contact me at (772) 462-1555. Thanks, L_Uolf�a g c,aLbra�th Planning Technician Planning and Development Services Phone: (772) 462-1555 Fax: (772) 462-6448 Email: galbraithK( stlucieco.org PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, P13 (Parcel Id#/Legal description/Add for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Property Owner Name (Please Print) Prope caner Sign a Date y z o � o` Cn Cn �,• ter.. ago i �rnn;z STATE OF FLORIDA, COUNTY OF �oa,'cfi ACKNOWLEDGED BEFORE ME THIS DAY OF 20_la, , a BY i WHO IS PERS ALLY KNOWN TO ME OR WHO HAS PRODUCED �. t AS IDENTIFICATION. WA,NA IF, f F-4- KTNZJ� I I "u'ro" - I K- ' t, � '0�fPEORPRINT 1 —coNmssi6N (SEAL) SLCPDSD Revised 08/24/2010 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNERIBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS 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 even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it 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 you 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 workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial Gi/ (i✓ I understand that the building official and inspectors are not there to design or give advice on how � to meet the minimum code. I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license, I may be responsible and liable for the Initial cost of the license. I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial Al w To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zo ' g Dep ent to the Florida State Department of Professional Regulation. Signed and acknowledged on this isy of of 20 1, Owner uilder Signatur STATE OF FLORIDA COUNTY OF 20 The fo a oin ins en was ow dged before me this day of by t(J who is personAlykno DAWNWON9 CJ as idend t� ftp p ced !� etc) ,t. MY COMMINON A q0 t "? i XX � EXPIR�6: Maroh 22 201d 1 �- � V `-"F,'""`fi`� eandod Thfu NGtary PubllA �nda►Wtitbfs ignature of Notary Type or Print Name of Notary Title: Notary Public Commission Number SLCPDSD Revised 07/2212010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3665388 OR BOOK 3355 PAGE 1393, Recorded 01/17/2012 at 0 15 PM �`'� NOTICE OF COMMENCEMENT Permit No. I �o I _ O I t Tax Folio No` .J q D 4 — ~l D I — 0 , `.j !1 C7 0 DZD State of Florida County of St. Lucie the undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. Legal Description of Property: (and street addre if available): , > j — L O 124fw1cffry r4y�F ? vim( PlePce -�r1•\\ "tlf_Q42- Y ` �/l� 3C-I General description of improvement: t4 f to / Irl/ Lt rrr r x/ v 1" l j-- 40V^.4, a .-, he d d,•461 0 ,iJ r Owner Information Name +N� Address 4, Interesf In property, Information If the Lessee contracted for the Improvement: Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: 6?04k e Contractor Address: Phone Number. Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: a Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71� 3.13(1)(a)7., Florida Statutes: Name: Phone Number: in addition to himself or herself, Owner designates of Uenor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 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 I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMEN R RECORDING YOUR NOTICE OF COMMENCEMENT. �r Onder penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated the rt' ' intTXt)e the best of my knowledge and belief. ? y� Fps (A i �Lrwner (�� ,a,orow �b (Signature o Owner or Les , or Owners or Lessee's Authorized Officer/Director/Partner/Manager C� (Signatory's Title/Office) The foregoing instrument was acknowledged before me thls_a day of 20•• ,—, N By as r) UJ K If-+" for Na of Person / Type of authority (e.g.officertrustee) Party on behalf of whom Instrument was executied Personally known_or produce dentiRptlon_✓. ( gnature of N ry Pu Ilc - State of FI rida) , (Print,' or mp Commissioned Name of Notary Public) Type of Identification produced C STATE OF FLORIDA ST. LU E COUNTY TH I 0 CERTIFYTHA . IS I TR NDCORR C Ian FT'IE ,j;N•.cc• n2 :•, QR, IIdAL. E. Mi H CL R{f SEPH Do Date- 4 Florida Building Code Online Page 1 of 2 r rIota Deparnentd BCIS Home 1 Log In ( User Registration I Hot Topics Submit Surcharge I Stats & Facts I Publications I FBC Staff 1 BCIS Site Map I Links I Search Busines.')) PrOfeSSi �L WAUSER: Manufactured (Modular) Buildings af� I Public User Regulation . , •�, Manufactured (Modular) Buildings Menu > Plan Search > Plan List > Plan Detail Plan Tracking # Code Version Building Type Municipal Jail Manufacturer Agency Agency Plan # School District Contract Agency Construction Type Fire Protection Fire Suppression System Occupancy Allowable # of Stories Wind Velocity Fire Rating of Exterior Walls 24954 2007 Storage Sheds No Lark Builders, Inc. National Design and 112-072 -}• Y,- . `l ST. LUCIE COUNTY BUILDING DIVISION ., REVIEWED FliR C I 111111111119 REVIEWE DATE PLANS4AND P RMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Exposure °'—t— Live - psf Dead - psf Maximum Floor Load floor 75 10 Alternate Maximum Floor Load Roof Load 20 5 "R" Rating of Floor, Wall, and Roof N/A Modules per Building 1 Square Footage 683 Sq. Ft. Approved for Hurricane Protection Usage No Designed for use as a Hurricane Public Shelter No Comments These plans comply with FBC 2007 code and 09 supp. Richard Bullock #SMP003 calcs on file. Original Plan Tracking # Date of Agency Approval Date Submitted Date Accepted Status View Request History V-B B No Storage 1 150 mph 0 hrs Area 03/04/2009 THESE PLANS AND ALL PROPOSED WORK 03/06/2009 ARE SUBJECT TO ANY CO 05/04/2010 RRECTIONS rQUIRED BY FIELD INSPE Accepted tCTORS THAT f�fA BE NECESSARY IN ORDER TO APPLICABLE CODES. Date Attached File 103/06/2009=lPianID 24954 Lark Builders plan 112-072 FL.pdf Cancel Ptan Reviews Contact Us :: Phone: 850-487-1824 1940 North Monroe Street, Tallahassee FL 32399 The State of Florida is an AA/EEO employer. Couyriaht 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@)dbpr.state.fl.us. Manufactured (Modular) Buildings Accepts: ® eChiek http://www.floridabuilding.org/mb/mb_pub_plan_dtl.aspx?param=cQd9Jq%2fpI%2bXjr7ZfstQoRVj4b7QMx4s... 2/3/2012 Florida Building Code Online Page 2 of 2 + SCC.`lWit gala tskrti;� Vtrl6lgn 7rueted I 4kleliYl http://www.floridabuilding.orglmb/mb_pub_plan dtl.aspx?param=cQd9Jq%2fpI%2bXjr7ZfstQoRVj4b7QMx4s... 2/3/2012 Lydia Galbraith From: Wayne Wyatt <wwayne1285wyatt@aol.com> Sent: Thursday, February 02, 2012 8:02 AM Jo: Lydia Galbraith Subject: Flood zone. The shed will be above or at the height of the house. We have had the back yard flooded twice in the past twenty years but never had water come in the house. I have requested the shed floor be at two feet above the ground level. That will put it at or above the crown of the road. It's hard to tell exactly since the road is so far from the house and proposed shed location. I appreciate your concern. I hope this will satisfy all your questions and will help expidite the permit. Thank you. Wayne Wyatt 1 ItJ Imo, — AV I I. V I I nn s. ICJv.v I I-nnn UV1LY LW vv I7 vv I r c•; t �STATE OF FL01?IJ DEPARTMENT OF COMMUNITY AFFAIRS "Dedicated to making Florida a better place to call home" CHARLIE CRIST 00vemor Robert Moore Lark Builders, Inc. PO Drawer 629 Vidalia, GA. 30475 October 19, 2010 RE: Manufacturer Certification, ID MFT 114; Expiration Date: December 15, 2013 Robert Moore, THOMAS G. PELHAM S•adtary It is my. pleasure to inform you that Lark Builders, Inc., located at 409 Dixon Street, PO Drawer 629 Vidalia, GA 30475, has been approved under the Manufactured Buildings Program, as provided for under Chapter 653, Party. Florida Statutes, to manufacture Manufactured Buildings 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 stake your plans obsolete until they been reviewed, approved and Indicated (on the cover sheet 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 webslte. All site -related installation issues are subject to the local authority having jurisdiction. The Departments contractor will make unannounced visits at least once a year. You must grant complete access to your manufacturing facility and records to maintain 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.floridabuIWLPg_orn) for online renewal. If you have any questions you may contact me at 850-410.1566 or our FAX at 850-414-8436. Please visit our website at www.flondabuilding o to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robe Lorenzo MantafacWred Building Program cc: National Design and Inspection, Inc. 2566 SHUMARD OAK BOULEVARD . TALLAHASSEE, Ft. 32399.2100 860-456-0466 (p) 6 950-921-0781 (1) • Website: wtww.dca.slate, ((+us CDINMUNlrYPLANIMNG dh"Vg9,,Mgp) 66DaBB W9M • FLORIDACOMUMMUTRUST 0606M.2207(p) 16WT.1747(h • 140"NG AND COM UNM DflV "PUENY 9504WO56 (p) 860472-M jq • w 001/001 FER 3/I 0 GALVAMMM CAME TIE DOWN of RemmG rARr 05155C MR BMWAL&M. TIGHTEN TO 500 L05 or TEN56ON MINUITE MAN MMA.1 B OR CdJAI WT SAD• Saosm TITEN OR WWM-91 EMDEDED r MIN. INSTALL A WNW" Or 41, SLAT, MM 311 C OALVAN2157 CABU Tit DOWN MINEM0 PART 051339 (opt MOUWALMN11. TIGHTEN TO SW LaS or TEIJMION I U5E f3),AI G• GMVANOW CLAW TIE DOWN ENGINEELONG FAQ /b3AOi (OR EOLWAL VM Detalls for Concrete Inotallabons (2) SUP" V* 0 14'ok. (Isom ts91H4'C Ic ac(J ad(J)112Z LAG THRU e2SISU M SA6• MA. Ttm DOLT WITH r• WASIMM A446 GIIWANM OR LX)WAL91T � sAa• Dut. x ;,• �_ y• t'�,: • (MOOd•SSOQO)FMSC1.CLAW 3 • WITH swu G, NEW NOOK •0190621) FIX SM CAW M OM CHART FCR QWaT Y) Details for�tEM2s0nry BIOCk Installabons !r--7 WDINISON ?Ir m1A'aa- (I ar9FIN•A IG• o r: ( d (U 1 I r , �i1• � NAG LMx THJIy eAxrLA-MATe + 1tOLJ?. JAD• IXA TM DOLT WITH 2'- '� , AOC(L • .. WA'SH111% A449 "YANREO OR MUIVALM 1/2' Du. )ram �- %M SINGLE 4' HEUDI J .�� 1 10 MPH WIND am_ I mr2L AbSOb'!) POR MOLL C A7S 2 _Y DAD' DK X-4 l 13o AND .ISO MFH WIND 2DNE- M M SHU Q' MN 1�A vJ NMM•SSOMfM30LCIM63 WITH SINGLE C• HELM N ' 20M MODEL 039OGM TOR SOR CLAW 3 ) � Met CHART POR CI)1IMM WITH omm N. iiEi MM f5MOCS) NCR DDL CLAWS GENERAL NOTES 15fECHA1NrMGUANM I . DOIGN POR MIN 2.300 M COWJWM 2. ALL HL'LAt ANCHORS MUST MEET THE MIN"M V OMW LOAD Or 3,150 JIM6 AND ULTIMATE LOAD Or 4.725 R».: AMC"= MM at INDTAUMD TO MANUrAC URM RE NDATIONS ANY BMW OR DAMAGE CALM UrON INSI ALLATIM WILL VOO ANCWM AND MUM of DMICA1 3. CONTRACTOR SHALL VISIT THE SITE AND THORCIUMILYFAWIAR@THSNDCr WITH MIST!NG CONDITIONS. CONIRACLOR C limmu m rOR MMM SOL CLASSIFICATION FOR SMIND INSICAL ANCHORS, 4. ONE ANCHOR MAIL M RACED AT EACH all WIC CORD WITHIN 12' OF CORNER D. ANY RECUIItCD INTMAtCIATE ANCL101CL MALL BE FMCM EMM DWANCEe ArART FRAM EACH OTIIQ. G. THE ANCHOR MUMY DE IN YHf SIM MOIL CLASS IN WINCH THE LOAD ItG7U11t h6PMWptM=. 7. 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NOIl�n�1sNO��aoO>v�. HaiN OSI - 3CIIlvI �79NIS f. . .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . tLtOe 'd19J039 �b'I�bCIA 133?�!S NOXIQ bOti 14 FOR APPROVAL STAMF� 0 N N ELECTRICAL NOTES I. THI5 STRUCTURE WA5 DESIGNED IN ACCORDANCE WITH THE 2004 EDITION WITH THE I. WHEN AIR GONDITIONING 15 INSTALLED IN THI5 BUILDING, IT SHALL 2005/2OOb12001 SUPPLEMENTS OF THE FLORIDA BUILDING CODE (F.B.G). WIND LOADING DESIGNED BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND IN ACCORDANCE WITH A5GE-1-02. ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES 2. ALL MATERIALS AND LABOR SHALL BE IN AGGORDANGE WITH THE ABOVE CODE AND ALL OTHER FOR ACTUAL HVAG UNIT(5) INSTALLED ALL WIRING TO BE IN APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. AGGORDANGE WITH THE NATIONAL ELEGTRIG CODE LATEST 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER 5GALED DIMENSIONS. EDITION. 4. OUTSIDE OVERALL DIMENSIONS GAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. NOT EXCEED LIMITS A5 INDICATED. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED 5. LUMBER USED FOR GON5TRUGTION OF TH15 BUILDING SHALL BE AS FOLLOWS. GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE FLOOR JOISTS 2x4 5.Y.P #2 OR 5.Y.P. #3 12% TO 15% MOISTURE CONTENT MAIN DISTRIBUTION PANEL. 2xb 5.Y.P#2 OR S.Y.P. #3 12% TO 15% M015TURE CONTENT 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE WALL STUDS 2x4 5.Y.P#2 12% TO 15% MOISTURE CONTENT GROUNDED TO MINIMUM 10'-0" COPPER GLAD EARTH DRIVEN ROD ROOF RAFTERS 2x4 5.Y.P#2 12% TO 15% M015TURE CONTENT WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. GOLLAR BEAMS 2x4 5.Y.P#2 12% TO 15% M015TURE CONTENT 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE WINDOW SILLS 2x4 5.P.F#2 12% TO 15% M015TURE CONTENT PLASTIC, INSULATED BUSHINGS. b. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED SKIDS, FLOOR J015T AND 3/4" T 4.G b. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE PLY WOOD FLOOR DECKING. NATIONAL ELECTRICAL CODE (NEG), LIFE SAFETY CODE (NFPA 101), 1. TRU55 DESIGNED TO SUPPORT D.L. + L.L. = 30 P5F. LATEST EDITIONS. 8. SEISMIC, PERFORMANCE EXP05URE GROUP I. CATEGORY - A. 1. HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE 9. HANDICAP AGGE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT JURISDICTION APPROVAL. SWITCH WITH A MARKED "OFF" P051TION THAT 15 PART OF THE 10. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM YIELD STRENGTH. HVAG EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING II. ROOF SLOPE SHALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR METAL ROOFS MEANS ONLY WHERE OTHER 015GONNEGTIN6 MEANS ARE AL50 SHALL MEET MANUFACTURER'S RECOMMENDATIONS. PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 12. ROOF RAFTERS SHALL HAVE THE SAME 5PAGING AS THE WALL STUDS AND SHALL BE LOCATED 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING DIRECTLY OVER THE WALL STUDS. RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED 13. FOR ROOFS WITH A SLOPE BETWEEN 2.0 TO 12 AND 4.0 TO 12 SHALL HAVE A DOUBLE AS BEING IN COMPLIANCE WITH SEC. 110-9 OF THE NEC BY A UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1501.2.8 OF F.B.G. 2004 LOGAL ELECTRICAL CONSULTANT. 14. GALVANIZED 5TAINLE55 STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO (0.015 INCHES) SHANKS WITH A MINIMUM 3/a" DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVIGE5, LONG ENOUGH TO PENETRATE INTO THE SHEATHING V4" OR THROUGH THE THICKNESS OF THE PANELS, GROUNDING, ETC,) 15 DESIGNED BY OTHERS; 51TE SHEATHING. INSTALLED, SUBJECT TO -LOCAL JURI50I0TION APPROVAL. 15. ROOF ALTERNATE : 0.019" ALUMINUM OVER PLYWOOD SHEATHING MAY BE USED AS A METAL ROOF. 10. ALL WIRE5 TO SWITGHE5 AND bUTLET5 TO BE #12 THHN SOLID 16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLES OVER 5/8" PLYWOOD WITH GREEN. 2 LAYERS OF 15 LB. FELT. 11. ALL ELECTRICAL OUTLET5:51HALL BE.GFCI IN ACCORDANCE WITH 11. OPTIONAL EXTERIOR WALL COVERIN65INGLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP ARTICLE 1210.8(A)(2) NEG-08. ALUMINUM, 5/8." P.T. TI-11 SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" 57UGG0 ON 5/8' DENSE 6LA55 GOLD. pARO(/+el O �I 19. ALLop DOWN5 SHALL MEET THE DOORS SHALLE ABLE TOQ E OPENED:TS FROMOF THE EGRESS 51D.E WITHOUT THE USE OF A KEY. Gp,RLICABLE LOCAL CODES.OI�rE�++++ Q $�SSIoNq�q +'+�g $jERFp•� 'S:�•ZER•'' 4 O:o DOOR SHALL BE 2 I/4' x II/Ib" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM �S Fp •. 20. PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DDO�'�+�:ir° 5 �'�, 2 a S A 1�a E� ; ' No�SSONpL ATTACHED TO VERTICAL 2x4. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE .; O 992; . ; �.j0 1 Q ; -� ;. ♦i . pRoF DOORS, 60" "ANTI ALUMINUM LOCATION MAY VAN RY8". SINGLE DOOR5, AND PRE HUNG STEEL.DOOR5. FNG*NOFNG IN�� 21. BUILDING 15_CLA551FIED AS UTILITY SHED. 15/125 P.5.F. FLOOR LIVE LOAD. (NOT FOR HABITATION) �+o+++ S..FNG�Ny.5= ++4�F0` S;``'Pe 9F0 S CPQ� 22. ALUMINUM WINDOW5 - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. ++� TgrE of M 23: ALL FASTENERS INTO PRE55URE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED FASTENERS. ����„���,,.� NDI "APPROVED" DOCUMENT Plan No. %)Z.-o72- By rr n.s ac.Of- Richard L Bullock Building Plans Examiner Florida Certificate REV I . BY I DATE I DESCRIPTION I THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDIN& CODE WITH THE 200Q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. PRED S. CAIRIDLUELL, P.M. ALABAMA# 144b9 FLORIDA# 15601 1000 SOUTH BELCHER ROAD &EORGIA# 14241 INDIANA# 20338 BLDG-A / UNIT #11 L01151ANA# 205411 LARGO, FLORIDA 33111 MI551551PPI# 8925 VOICE: 121-524-IC105 N. CAROLINA# 11108 FAX: 121-524-1294 TEXA5# 54100 LARK BUILDERS SINGLE WIDE - 150 MPH WOOD GON5TRUCTION 40LI DIXON 5TREET VIDALIA, GEORGIA 50414 (800) B41-1544 NOTES THI5 DRAWING 15 NOT VALID UNLE55 516NED IN PURPLE INK. N DATE: 2/25/Ocl DRAWN BY: JDA GHEGKED BY: F5G 5GALE: AS NOTED W.O. NO: 1 112-012 SHEET C2 2 OF 18 1` N f0 - a M14X WALL STUD LENGTHS 5UB NO E a OF HFLECTION OF/E�004 FLORIDA BUILDIN5TGODE1604.3 STUD GRADE MAX LENGTH =T-v- AND 5PACING WIND SPEED IN INCHE5 EXAMPLE S.Y.P. 02 AT 24" O.G. 150 M.P.H. 85" T ' STUD t FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT to 3 q 9 Plan No. ► l a —O"7 i proved By IQe�e Richard L. Bulloch fodular Building Plans Examiner Florida Certificate _ REV i fBY 'DATE. DE5GRIPTInN 'I=.7= r��tiv5 rrl=r�E DE5IGNED IN ACCORDANCE WITH THE 200i FLORIDA BUILDINS CODE WITH THE 2009 SUPt9LEMEN.TS FOR A THREE 5PGOND W5T OF 150 MPH. RD S CI�Ri'�UJLL P LA ELECTRIC�4L SYMBOLS qP DUPLEX RECEPTACLE 120V 10 INGANDE5GENT LIGHT WITH 1-60W BULB ❑ JUNCTION BOX 5WITGH WP WEATHERPROOF TH R mGEPTAGLE OUTLET 1210V NOTE: ALL ELECTRICAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOGATION5 MAY VARY. GARpw�41' �Q 5TERF • cc��1��! N0. B925 ♦c ;pRpFE�. Q ;' . ��i G I N� • � OF.lr,s���9 AR0ti'IaI QC� .�g S 10' . I rz .a STEP 108 FbG IO " 5-Y.P. #2 AT 16" O.G. 1 150 M.P.H. NOTE: TOP PLATE 8 BOTTOM PLATE MAY BE ADDED TO 5TUD LENGTH FOR TOTAL WALL HEIGHT 1-1/2" TOP PLATE 104" I-1/2" BOTTOM PLATE 8'-8" T-4" KALL HEIGHT 2 CH14RT A -I 5GALE: N.T.S. 5'r OR 2 WINDOW HEIGHT 2x4 5YP # �2—� LOCATION AND �32" VERT. WALL 5TUD QUANTITY MAY VARY MINIMUM, boll Lu — — — — — \ AND ARE OPTIONAL MAXIMUM b'-O" HEIGHT, \ DOOR LOCATION MAY \ VARY C, �� SEE VARIOUS END SEE VARIOUS END I O WALL SECTIONS FOR WALL 5EGTION5 WITH P.T. 5/4" T8G VERTICAL WALL PLYWOOD FLOOR DOOR514'-O" DOOR MAX FOR b' UNIT AND - STUD LOCATION I/ ` DECKING b'-O" DOOR MAX FOR �----� &' UNIT5 2x4 S.Y.P.42 P.T.50LE PLATE 7'k _ ws-1 E RFO • 1z N�• SSONPL.. J is QPpFE �� � \RFDNI S.C., 32" MINIMUM, b0" MAXIMUM bl-O" HEIGHT, DOOR LOGATION MAY VARY OPTIONAL ELECTRIC TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER 5OURGE TO UNIT V OR 8' UNIT FLOOR PLAN A -I SCALE: N.T.5. - , ALABAMA# 144bq FLORIDA# 15601 RK IWWILDERS 51NOLE HIDE - 150 MPH WOOD CON5TRUCTION THI5 DRAWING 15 NOT VALID 6EOR5IA# 14241 INDIANA# 20358 1000 SOUTH BELGHER ROAD BLDG-A / UNIT #11 40q DIXON 5TREET UNLESS SIGNED IN PURPLE INK. LOU151ANA# 20545 M1551551PPI# 8925 LARGO, FLORIDA 33111 VOICE: 721-524-1405 VIDALIA, 6EOR6IA 50414 (800) 841-1844 N. CAROLINA# 11105 FAX: 121-524-12gq TEXAS- 5410o FLOOR PLANS 2-ZS-oq DATE: 2/25/Oq DRAWN BY: JDA GHEGKED BY: F5G 5GALE: A5 NOTED W.O. NO: 112-012 -5 CARD �11r N O �STEq a N0. : �r Sl25 PP.OrtSS10NALr EL�CtRICr4L SYMBOLS DUPLEX RECEPTACLE 120V I-P 0 INGANDE5GENT LIGHT WITH I -&OW BULB J❑ JUNCTION BOX 5WITGH WP WEATHERPROOF 5WITGH WITH RECEPTACLE R OUTLET 120V 10 NOTE: . ALL ELEGTRIGAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOGATION5 MAY VARY. ALL ELEGTRIGAL OUTLET5 SHALL SE GFGI IN AGGORDANGE •WITH. ARTICLE 1210.8(A)(2) NEG-02. .��N CARo��,,r =0 • •FES5/0 SEAL 5* NO. 11108 a is ,n •. Q. w�C S7Equo- � Q NO.14241 PROFESSIONAL Q. v S. CAP' WINDOW HEIGHT 2x4 SYP # 2� LOCATION AND VERT. WALL 5TUD �32- QUANTITY MAY MINIMUM, 60" -/ - - - VARY AND ARE MAXIMUM 6'-0" HEIGHT, w OPTIONAL DOOR LOCATION MAY o �� VARY � ;? \ 5EE VARIOUS END= 5EE VARIOU5 END m WALL 5EGTIONS WALL 5EGTION5 FOR P.T. 5/4" T8G WITH DOOR5, 8'-O" VERTICAL WALL - PLYWOOD FLOOR DOOR MAXIMUM. 511UD LOCATION f/ `I DEGKING ,---- 2x4 P.T. 5.Y.P. `#2 50LE PLATE 32" MINIMUM, 60" MAXIMUM V-0" -HEIGHT, DOOR LOCATION MAY VARY 'MAX. nvrinuol FI Fr TO I., Tl1 GAL: UNIT FIELD CONNECTED FROM EXISTING POWER 5OURGE TO UNIT 10' TO 13'-8° UNITS FLOOR PLAN A-2 SCALE: N.T.S. AREA FOR -APPROVAL STAMPS NDI "REPROVED"' DOCUMENT 31410-9 Plan No. _ _ 1 17-— Approved BY—. Richard L. Bullock M"dul::r:3;:ilding P1rn, icxnmi..cei'Inrida <:criilicn:e -REV 1 BY 1 DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200-1 FLORIDA BUILDING CODE WITH THE 2009 5UPPLEMF.NTS FOR A THREE SECOND GUST OF 150 MPH. C�4#M ai LARK BUILDERS TH15 DRAWIN-5 15 NOT VALID ALABAMA# 1446G FLORIDA# 15607 1000 SOUTH BELCHER ROAD SINGLE WIDE HOOD NSTRTION UNLESS SIGNED IN PURPLE INK. GEOR6IA# 14241 INDIANA# 20335 BLOO-A / UNIT #II DXONS REEUG ET - LOU151ANA# 20548 LARGO, FLORIDA 33771 VIDALIA, 6EOR5T M1551551PPI# 8925 VOICE: 727-524-1905 j (800) 841-7844 N. CAROLINA# 11105 FAX: 727-524-1299 TEXAS# 5 HOO ( FLOOR PLANS DATE: 2/25/09 DRAWN BY: JDA GHEGKEP BY: F5G SCALE: 5 NOTED W.O. NO: 112-012 SHEET A - 2 4 OF 18 N N 0 0 N w N N SKID L14YOUT 75 P5F LIVE LOAD 5YP #2 125 P5F LIVE LOAD 5YP #2 75 P5F LIVE LOAD 5YP #2 WIDTH JOISTS A B WIDTH JOISTS A B WIDTH J015T5 A B G b'-D" 2x4 AT 16" O.G. ' 14.5" 45" b'-O" 2x4 AT 16" O.G. ' 14.5" 45" 13'-8" 2,6 AT I6" D.G. ID" 30" 84" 8'-0" 2x4 AT 16" O.G. '"" 6" 84" 8'-0" 2x6 AT 16" O.G. b" 84" 10'-0" 2x6 AT I6" D.G. 18" 84" 10'-0" 2x6 AT 16" O.G. 18" 84" 125 P5F LIVE LOAD 5YP #2 11'-0" 2x6 AT 16" O.C.'• 24" 84" 11'-O" 2x6 AT 16" O.G. 24" 84" II'-8" 2x6 AT 16" O.G. 28" 84" 11'-8" 2x6 AT 16" O.G. 28" 84" WIDTH JOISTS A B 1 G 13'-0" 2x8 AT 16" O.G. 36" 84" 13'-0" 2x8 AT 16" O.G. 36" 84" 13'-8" 2x8 AT 16" O.G. 10" 30" 84" 13'-8" 2x8 AT 16" O.G. 40" 84" 13'-8" 2x8 AT 16" O.G. 40" 84" ' 6-0" UNIT MAY U5E 2x4 5YP #3 '• THE5E UNITS MAY U5E 2x6 5YP #3 A L A WIDTH .111 A L B G B A WIDTH 2 CH14RT A-3 SCALE: N.T.S. rGpRDVyF lh�► L� � ��•....�,�� '6': StERF �4 :. CARO��/k ttt� U. E P� �* _p FNGit-.- `�i J1Q ?ram:S. I 4x6 P.T. S.Y.P. #2 SKID 2x4 OR 2xb 51DE RAIL SEE CHART 2/A-3 2x4 OR 2x6 -- F JOISTS AT 16" O.G. 5EE uCHART 2/A-3 �I it 11 II A (? Q \\ 2 5EE SEE CHARTL II II n51 A-N 4x6 P.T. S.Y.P. 110 #2 SKID -3 A 6'-0" TO 50'-0" MAX ��: -' �O,•J/ TYPICAL 51NGLE WIDE �h I FLOOR PRAMING PLAN A-3 5CALE: N.T.5. -AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT Date (1 Plan No. / Z -072 Approved By Richard L. Bullock M Nlodular Buildiop Plans Examiner Florida Cenilio.le 5KE REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20041 SUPPLEMENTS FOR A THREE SECOND (5U5T OF ISO MPH. 1=RE60' S. GARDUJfLL,, P.g. LARK BUILDERS TH15 DRAWING 15 NOT VALID ALABAMA# 14469 FLORIDA# 15601 1000 SOUTH BELGHER ROAD SINGLE WIDE - 150 MPH DIXON Hobo rON5TRUCTION UNLE55 51ONED IN PURPLE INK. 6EORGIA# 14241 INDIANA# 20338 BLD6-A / UNIT #11 LOU151ANA# 20548 LARGO, FLORIDA 53111 VIDALIA, GEOR61A 30414 MI551551PPI# 8925 VOIGE: 121-524-1905 (800) b41-i844 N. GAROLINA# 11108 FAX: 121-524-1299 TEXAS# 54100 FLOOR FRAMING PLAN DATE: I 2/25/09 DRAWN BY: JDA CHECKED Br:l F5G 5GALE: A5 NOTED W.O. NO: 1 112-012 SHEET A-3 5 OF 18 ROOF R14FTER CH14RT 24" O.G. BLDG. WIDTH HIND SPEED RAFTER 51ZE BLDG. WIDTH WIND SPEED RAFTER 517E 13'-8" 150 2 x 6 13'-8" 150 2 x 6 II'-8" 150 2 x 6 II'-8" 150 2 x 4 10'-0" 150 2 x 4 10'-0" 150 2 x 4 V-O" 150 2 x 4 8'-O" 150 2 x 4 6'-O" 150 2 x 4 b'-0" 150 2 x 4 3 CH14Rt A-4 SCALE: N.T.S. 22 GA, UPLIFT STRAP N141LING SCHEDULE FOR WALL STUDS 24" O.G. 16" O.G. BLDG. WIDTH WIND SPEED NUMBER OF NAILS EACH END OF STRAP 0.131" x 2�a" . B LDG. PqIDTH WIND SPEED NUMBER OF NAIL5. EACH END OF STRAP 10-131' x 2.4" 13'-8" 150 10 13'-81 150 7 II'-8" 150 8 II'-8" 150 6 10'-0" 150 7 101-0" 150 5 8'-O" 150 6 8'-01, 150 4 6'-01, 150 5 6'-O" 150 3 2 CHART A-4 SCALE: N.T.5. HAT CHANNEL FASTENED - AT EVERY RAFTER WITH (2) - 0.131" m x 2-1/4" LONG GUN NAILS EACH CHANNEL 2x 5.Y.P. #2 RAFTER SEE CHART 3/A-4 :PAN `...."Its, O a 4 • ESS/ ► �O Q�E O 29 ►►;, T E.9 s �'• �v GAS SEAL NO. 11108 Q No. 14241 PROFESSIONAL OS F (2) 5/8" (P MAGHINED BOLTS EACH GROSS MEMBER EACH SIDE "HA -- 2 1/2" x 1/2" NAr CORRUGATED ROOF cNAIVNE PANELS FASTENED 1 �4" LS WITH 1/4"-14 x 3/4" M/N HWH TRAXX/I AT 12" O.G. P. 2x4 5.Y.P. #2 STUDS AT 16" OR 24" O.G. Ix4 5YP #2 AT 4'-0" O.G. DADOED /4" INTO FLOOR J015T WOOD 2 1/2" x 1/2" THING CORRUGATED PANELS (FASTENED W/ #8 x 1 1/2" WOOD 5GREH AT 6" O.G. (OR EQUAL) 2x4 5.Y.P. #2 CONTINUOUS BOTTOM PLATE P.T. 4x6 5.Y.P. #2 SKIDS 2x4 S.Y.P. #2 Q I L1112 TOP COLLAR TIE PLATE N i 11/2"x 26 GA. (MIN.) STRAP 1 I AT EACH 5TUD 5EE CHART m S I I I 2/A-4 FOR NUMBER OF NAIL5 P.T. 3 w i i PLYNO FLOOR JOI5T5 SHEA yiAT 16" O.G. SEE CHART 2/A-3 • I SECtION A-4 SCALE: 1/4" = 1'-0" AREA FOR APPROVAL STAMPS IN D tt���►;`JEDN DOCUMENT late ��i Flan No. %/2 —D'17— proved By Richard L. Bullock L•.dolar Ruildln Plans Examiner Tivr.da Crrti}'icate ' oil REV BY DATEjvjp DE5GRIPTION THESE PLAN5 WERE DE516NED IN ACCORDANCE WITH THE 200i FLORIDA BUILDING CODE WITH THE 2009 SUEE PPLEMENTS FOR A THRSECOND &UST OF 150 MPH. RD S. C14RDUJLL, P. LARK BUILDERS TH15 DRAWING 15 NOT VALID ALABAMA# 1446G FLORIDA# 15607 1000 5OUTH BELCHER ROAD SINGLE WIDE 50 MPH DIXON 50TREEOD �NSTRUGTION UNLESS SIGNED IN PURPLE INK. GEORGIA# 14241 INDIANA# 20338 20548 BLDG-A / UNIT #11 LARGO, FLORIDA 33171 VIDALIA, GEORGIA 30414 POOLOU151ANA# MISSISSIPPI# 8925 VOICE: 727-524-1905 (bop) 841-7844 N. GAROLINA# 11108 FAX: 727-524-1299 TEXAS# 54100 ® RTS SECTION AND CHA Z—Z8 09' DATE: 2/25/09 WN BY: JDA KED BY: L FSG LE: AS NOTED W.O. 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M/0 TRU55 FOR HEADER ry X SEE CHART F F 4/A-13 (TYPIGAL) U1 j— w L16" MAX AM I 101-0" - &-8" ��G� S T E y� OPTIONAL V,Q� 9Fo ENDWALL FRAMING NO.14241 PROFESSIONAL A-1 5GALE: 1/4" 'MITEK' OR 'ALPINE' PLATE5 EACH 51DE OF A55EMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER ---_= PRE55 2x4 TOP Ff 2x4 5.Y.P. #2 TOP FL O G PREFAB. TRU55 MgX 7 OPTIONAL ENDWALL I FRF4MINC� 20 6A. 2-1/2" STRAP OR 20 6A. HAT CHANNEL PLACED ON IN51DE OF.BUILDIN6. 4 x 6 S:Y.P. #2 SKIDS P.T. I. .THE NUMBER OF 5TUD5 MAY VARY DUE TO SIZE OF OPENING 2. STUD 5PAGIN6 MAY NOT EXCEED 24" O.G. 3: WINDOW 51ZE VARIE5 FROM 21" TO 36' VERTICAL DIMEN51ON5 4. FOR HEADER AND. SILL DETAILS SEE SHEET A-13 OPTIONAL ROOF AND WALL . I SEC7109 A-1 SCALE: 1/4" = I'-0" 5 . S JEA AIL t� : eH STUDNOg92�I6d NAIL ATEAGH STUDPF #2ED 2x6y:I6d NAIL6d NAILS AT 16" O.G.,-�� Cgg0hIt —CONT. 2x6 = OQ •oF E S S'ii Ix4 BELT RAIL . _ ; + . y 0 OPTIONAL 5PF #2 : ¢ If .. 0 BARN STYLE OVERHANG * SEAL IL ; NO. 11108 A-1 SCALE: 3/4" = I'-O" e`� S. IN CARS_= — 3" x 4" 'MITEK' OR 'ALPINE' PLATE5 EACH 51DE OF A55EMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER PRE55 (TYP.). FOR EACH INTERSECTION OF GHORDS AND DIAGONALS. 14' ROOF PITGH (TYP) OR 3:12 —OPTIONAL 3 1/2" OVERHANG AT 510E WALL5 A55EMBLY BARN STYLE OVERHANG Ix4 AT 4'-O" O.G. DADOED SEE DETAIL INTO FLOOR "5T 2/A-'i AREA FOR -APPROVAL NDI "APPROVED" DOCUMENT Lo ct ,,an I I z -07 P,ichard L. Bullock ;i::r ggelding Plans Examiner Florida Certificate tREV I BY I DATE THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200*1 FLORIDA BUILDING CODE WITH THE 20041 51JIPPLEMENTS FOR A THREE SECOND 6U5T OF 150 MPH. LARK BUILDERS THI5 DRAWING 15 NOT VALID ALABAMA# 1446LI FLORIDA# 15601 1000 SOUTH BELGHER ROAD SINGLE WIDE 409 DIXON 50TREETONSTRUGTION UNLESS SIGNED IN PURPLE INK. 6EOR61A# .14241 INDIANA# 20338 BLD6-A / UNIT #II VIDALIA, 6EOR61A 30414 _ LOU151ANA# 20548 LAR60, FLORIDA 33111 (800) 841-1844 M1551551PPI# 8g25 VOICE: 121-524-1905 N. GAROLINA# 11108 FAX: 121-524-12gq , OPtIONALFRAMING d SEGtION3 TEXAS# 54100 ZtPCP DATE: 2/25/Ocl DRAWN BY: JDA CHECKED BY: F5G 5GALE: 5 NOTED W.O. NO: 1 112-012 DESCRIPTION SHEET A m I q OF 18 101-0" - &-8" ��G� S T E y� OPTIONAL V,Q� 9Fo ENDWALL FRAMING NO.14241 PROFESSIONAL A-1 5GALE: 1/4" 'MITEK' OR 'ALPINE' PLATE5 EACH 51DE OF A55EMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER ---_= PRE55 2x4 TOP Ff 2x4 5.Y.P. #2 TOP FL O G PREFAB. TRU55 MgX 7 OPTIONAL ENDWALL I FRF4MINC� 20 6A. 2-1/2" STRAP OR 20 6A. HAT CHANNEL PLACED ON IN51DE OF.BUILDIN6. 4 x 6 S:Y.P. #2 SKIDS P.T. I. .THE NUMBER OF 5TUD5 MAY VARY DUE TO SIZE OF OPENING 2. STUD 5PAGIN6 MAY NOT EXCEED 24" O.G. 3: WINDOW 51ZE VARIE5 FROM 21" TO 36' VERTICAL DIMEN51ON5 4. FOR HEADER AND. SILL DETAILS SEE SHEET A-13 OPTIONAL ROOF AND WALL . I SEC7109 A-1 SCALE: 1/4" = I'-0" 5 . S JEA AIL t� : eH STUDNOg92�I6d NAIL ATEAGH STUDPF #2ED 2x6y:I6d NAIL6d NAILS AT 16" O.G.,-�� Cgg0hIt —CONT. 2x6 = OQ •oF E S S'ii Ix4 BELT RAIL . _ ; + . y 0 OPTIONAL 5PF #2 : ¢ If .. 0 BARN STYLE OVERHANG * SEAL IL ; NO. 11108 A-1 SCALE: 3/4" = I'-O" e`� S. IN CARS_= — 3" x 4" 'MITEK' OR 'ALPINE' PLATE5 EACH 51DE OF A55EMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER PRE55 (TYP.). FOR EACH INTERSECTION OF GHORDS AND DIAGONALS. 14' ROOF PITGH (TYP) OR 3:12 —OPTIONAL 3 1/2" OVERHANG AT 510E WALL5 A55EMBLY BARN STYLE OVERHANG Ix4 AT 4'-O" O.G. DADOED SEE DETAIL INTO FLOOR "5T 2/A-'i AREA FOR -APPROVAL NDI "APPROVED" DOCUMENT Lo ct ,,an I I z -07 P,ichard L. Bullock ;i::r ggelding Plans Examiner Florida Certificate tREV I BY I DATE THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200*1 FLORIDA BUILDING CODE WITH THE 20041 51JIPPLEMENTS FOR A THREE SECOND 6U5T OF 150 MPH. LARK BUILDERS THI5 DRAWING 15 NOT VALID ALABAMA# 1446LI FLORIDA# 15601 1000 SOUTH BELGHER ROAD SINGLE WIDE 409 DIXON 50TREETONSTRUGTION UNLESS SIGNED IN PURPLE INK. 6EOR61A# .14241 INDIANA# 20338 BLD6-A / UNIT #II VIDALIA, 6EOR61A 30414 _ LOU151ANA# 20548 LAR60, FLORIDA 33111 (800) 841-1844 M1551551PPI# 8g25 VOICE: 121-524-1905 N. GAROLINA# 11108 FAX: 121-524-12gq , OPtIONALFRAMING d SEGtION3 TEXAS# 54100 ZtPCP DATE: 2/25/Ocl DRAWN BY: JDA CHECKED BY: F5G 5GALE: 5 NOTED W.O. NO: 1 112-012 DESCRIPTION SHEET A m I q OF 18 OPTIONAL ENDWALL I FRF4MINC� 20 6A. 2-1/2" STRAP OR 20 6A. HAT CHANNEL PLACED ON IN51DE OF.BUILDIN6. 4 x 6 S:Y.P. #2 SKIDS P.T. I. .THE NUMBER OF 5TUD5 MAY VARY DUE TO SIZE OF OPENING 2. STUD 5PAGIN6 MAY NOT EXCEED 24" O.G. 3: WINDOW 51ZE VARIE5 FROM 21" TO 36' VERTICAL DIMEN51ON5 4. FOR HEADER AND. SILL DETAILS SEE SHEET A-13 OPTIONAL ROOF AND WALL . I SEC7109 A-1 SCALE: 1/4" = I'-0" 5 . S JEA AIL t� : eH STUDNOg92�I6d NAIL ATEAGH STUDPF #2ED 2x6y:I6d NAIL6d NAILS AT 16" O.G.,-�� Cgg0hIt —CONT. 2x6 = OQ •oF E S S'ii Ix4 BELT RAIL . _ ; + . y 0 OPTIONAL 5PF #2 : ¢ If .. 0 BARN STYLE OVERHANG * SEAL IL ; NO. 11108 A-1 SCALE: 3/4" = I'-O" e`� S. IN CARS_= — 3" x 4" 'MITEK' OR 'ALPINE' PLATE5 EACH 51DE OF A55EMBLY EMBEDDED HYDRAULICALLY OR BY ROLLER PRE55 (TYP.). FOR EACH INTERSECTION OF GHORDS AND DIAGONALS. 14' ROOF PITGH (TYP) OR 3:12 —OPTIONAL 3 1/2" OVERHANG AT 510E WALL5 A55EMBLY BARN STYLE OVERHANG Ix4 AT 4'-O" O.G. DADOED SEE DETAIL INTO FLOOR "5T 2/A-'i AREA FOR -APPROVAL NDI "APPROVED" DOCUMENT Lo ct ,,an I I z -07 P,ichard L. Bullock ;i::r ggelding Plans Examiner Florida Certificate tREV I BY I DATE THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200*1 FLORIDA BUILDING CODE WITH THE 20041 51JIPPLEMENTS FOR A THREE SECOND 6U5T OF 150 MPH. LARK BUILDERS THI5 DRAWING 15 NOT VALID ALABAMA# 1446LI FLORIDA# 15601 1000 SOUTH BELGHER ROAD SINGLE WIDE 409 DIXON 50TREETONSTRUGTION UNLESS SIGNED IN PURPLE INK. 6EOR61A# .14241 INDIANA# 20338 BLD6-A / UNIT #II VIDALIA, 6EOR61A 30414 _ LOU151ANA# 20548 LAR60, FLORIDA 33111 (800) 841-1844 M1551551PPI# 8g25 VOICE: 121-524-1905 N. GAROLINA# 11108 FAX: 121-524-12gq , OPtIONALFRAMING d SEGtION3 TEXAS# 54100 ZtPCP DATE: 2/25/Ocl DRAWN BY: JDA CHECKED BY: F5G 5GALE: 5 NOTED W.O. NO: 1 112-012 DESCRIPTION SHEET A m I q OF 18 DATE: 2/25/Ocl DRAWN BY: JDA CHECKED BY: F5G 5GALE: 5 NOTED W.O. NO: 1 112-012 DESCRIPTION SHEET A m I q OF 18 DESCRIPTION SHEET A m I q OF 18 ENDWALL SHEAR WALL CHART WIDTH OF BUILDING WIDTH OF END WALL OPENING SHEAR WALL CONFIGURATION MAXIMUM BLDG. LENGTH 6' 4' MAX A 8' 8' 4' MAX A 18' 8' 6' DOOR A 10' 8' 6DOOR B 12' 10, 4' MAX A 30' 10, 6DOOR A 20' 10, 6' DOOR B 24' 10' 8' DOOR A 8' 10' 8' DOOR G 20' 4' MAX A 36' 6DOOR A 28' 6' DOOR B 32' 8' DOOR A 18' 8' DOOR G. 28' 13'-8" 8' MAX A . 26' SHEAR WALL CONFIGURATIONS:' A - 20 6A. 2-1/2" STRAP INTERIOR AND EXTERIOR OF BUILDING B - 20 6A. STRAPS (SEE 'A') AND-5/4" PLYWOOD NAILED WITH 0.131"x2-1/2" GUN NAILS 3" O.G. ED6E5 AND 6" O.G.'IN FIELD EXTERIOR OF BUILDING ONLY G - 20 6A. STRAPS (SEE .'A') AND 3/4" PLYWOOD ON EXTERIOR AND INTERIOR (SEE 'B' FOR FASTENING) 3 CHART A-8 SCALE: N.T.S. t30.8925 * : pFOFE RIM J015T SEE CHART SEE DETAILS 2/A-q AND 3/A-q NOTCH OR DADO 1 1/2" WIDE x 1 1/2" DEEP AT 16" O.G. FOR FLOOR J015T ENTIRE LENGTH OF SKID. 2 e<10 DETAIL No.14241. A-8 SCALE: N.T.5. * pROFESSIONAL �HG ! N�0 a� 4x6 5YP #2 P.T. SKIDS WITH I FC S. C p6y, 1/2" WIDE 1 1/2" DEEP NOTGHE5 AT 16" O.G. ENTIRE LENGTH OF SKIDS TO AGGOMMODATE FLOOR JOISTS (TYP) 12" LAP SPLICE. FASTENED WITH (6) - 5/16" x 4" LAG 5GREW5 ON OUT 51DE AND (3) W6" x 4 LAG 5GREW5 INSIDE 50METRIG OF TYPICAL ,KID NOTCH AND 5PLICE THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20041 SL PLEMENT5 FOR A THREE 5ECOND &UST OF 150 MPH. BRED S. CARDWELL, 10.E. LARK BUILDERS TH15 DRAWING 15 NOT VALID SINGLE WIDE - 150 MPH WOOD GON5TRUGTION UNLESS 516NED IN PURPLE INK. ALABAMA# 1441 FLORIDA# 15601 1000 SOUTH BELGHER ROAD 40q DIXON STREET 6EOR61A# 14241 INDIANA# 20338 BLD6-A / UNIT #II VIDALIA, 6EOR61A 30414 LOU151ANA# 20545 LARGO, FLORIDA 33111 (BOO) 841-7844 M1551551PPI# 8g25 VOIGE: 121-524-Ig05 N. GAROLINA# 11108 FAX: 121-524-12gg DETAILS �W-Z- TEXAS# 54100 DATE: 2/25/Oq DRAWN BY: JDA GHEGKED BY: F5G 5GALE: 5 NOTED W.O. NO: 112-012 AREA POR APPROVAL STAMPS NDI "APPROVED" DOCUMENT Date �1710y Plan Iva Approved By — Richard ��/%° Richard L. Bullork Modular Building Building Plans Examiner Florida REVLE3DATE DE56RIPTION 5HEET 14-S 10 OF 15 a 0 ,It o: rn - o N N a 2x4 5YP #2 22 GA. STRAP BOT. PLATE FA5TENED WITH 0.131"Q x 2-1/4" GUN NAILS 5EE P.T. 3/4" PLYWOOD CHART 2/A-4 FLOORING �O J G,:kRD, Ise sT�gc°..y °'; o O89205 ```Qt� * O : PRO O SSIONAL o O �1� TF OF MISS'`'r-� O O RIM J015T 5EE CHART 2/A-3 3 PIECE HEADER 4 DETAIL BETWEEN SKIDS r FLOOR J015T 5EE CHART 2/A-3 5/16" x 4" LAG BOLT 18" O.G. A6RO55 51DE 4 END WALL5 INTO 2x RIM J015T 5EE CHART 2/A-3 2x HEADEI GONTINUOU (3)-0.120" 4) x 3" NAIL AT 12" 0.! STAGGERED TOP BOTTOM EA. 510 FULL WIDTH FLOOR J015T (FRONT HEADER) 5EE CHART 2/A-3 (2) — 5/16" x 4" LONG LAG SCREW THROUGH RIM INTO SKID (1) 2x4 5YP #2 - BOTTOM HEADER JOIST FASTENING 2 SECTION K4 5.Y.P. #2 5TU1?5 AT 16" R 24" O.G. SEE CHART to -I ATTACHED TO 9TTOM PLATE W/ (2) 0.131 3 Y4" GUNNAIL5 2x4 5.Y.P. #2 BOTTOM PLATE GONT. P.T. 3/4" FLOORING (PLY OR T46) 2x FLOOR J015T5 5EE CHART 2/A-3 2x BLOCKING BETWEEN SKIDS SAME 51ZE A5 RIM JOISTS 4xb P.T. 5.Y.P. #2 SKID BEYOND P.T. 2x4 5.Y.P. #2 FLAT BELOW DOUBLED. 2x's ATTACHED W/ 0.120" m x 3" NAILS AT 12" O.G. 5TAC66ERED 51DE TO 51DE INTO DOUBLE HEADER FLOOR J015T L-AP111, SEE CHART 0".'• t'E S s 0��2 °4 2/A-3 SEAL 9` NO.11108, *S ..GINE`���= S• CAFt�:- 5/16" x 4' LONG LAG 5GREW THROUGH EACH 1015T INTO EACH SKID HEADER I #2 SKID 5YP H-3 OR H- �� 6I5 T El?, `4xb 5YP #2 Q o i P.T. SKID" (3) PIECE HEADER ATTACHED TO SKIDS (TYP. FRONT $' REAR OF UNITS) * NO.14241 SKID TO JOIST FASTENING 3 ISOMETRIC PROFESSIOI' I ISOMETRIC �%i, J A-9 SCALE: N.T.S. q� ��r,�?.', � ; A-9 SCALE: N.T.S. AREA FOR APPROVAL STAMPS NDI UuCUMENT Plan No. %I Z'077 Approved kv RAUZ4-1— Richard L. Bullock Al"d1Ler ReiMing Pions Examiner Ficr:Cu Certifieaie -. 6\�IBY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200a w-PLEMENTS FOR A THREE SECOND GU5T OF 150 MPH. RD S. C41RDLJELL, P.O. LARK BUILDERS SINGLE WIDE - 150 MPH WOOD GON5TRUGTION 40cl DIXON 5TREET THI5 DRAWING 15 NOT VALID UNLE55 516NED IN PURPLE INK. ALABAMA# 1446G FLORIDA# I5601 1000 SOUTH BELL HER ROAD GEOR6IA# 14241 INDIANA# 20338 LOU151ANA# 20548 BLDG—A / UNIT #II LARGO, FLORIDA 33111 VIDALIA, 6EOR6IA 30414 Ax-a-L� M1551551PPI# 8125 VOICE: 121-524—IL105 (BOO) 841-1844 N. CAA5# 54 0011108 TEX FAX: 121-524-129 9 DETAILS 2 —; ,D DATE: 2/25/OG DRAWN BY: JDA GHEGKED BY: F5G SCALE: A5 NOTED W.O. NO: 112-012 SHEET 14-g 11 OF 18 S. NOTE: U5ED ON EVERY WALL STUD TO CONNECT WALL TO RIM J015T OF FLOOR SYSTEM VARIES Z I" MIN. TYPICAL RAFTER TO STUD CONNECTION BLDG. WIDTH „ Ib O.G. 24" O.G. H3 H2.5A H2.5A H8 H2.5A MT512 H8 HT516 MT512 HT516 °°°°° m 22 GAUGE GALV. STEEL STRAP WITH 0.131"m GUN NAILS EACH END OF STRAP. SEE CHART 2/A-4 FOR QUANTITY OF NAILS. HEADER STRAP 4 DETAIL A-10 SCALE: N.T.S. NOTE: U5ED ON EVERY WALL STUD TO CONNECT WALL TO ROOF VARIES I" MIN. TYPICAL BEND 000000000 000000000 22 GAUGE GA-V. 5TEEL 2" MIN. STRAP WITH..0.131"4' GUN' 71 NAILS EACH END OF STRAP. SEE CHART 2/A-4 FOR QUANTITY OF -NAILS, . HEADER STRAP 310 DETA I L A - SCALE: N.T.S. wQ�G\STEq�o�\ * NO, 14241 PROFESSIONAL V ' NO.8?25 PROFESSOt-JAL *eo HAT GHA)$N L FASTENED AT EVERY RAFTER WITH (2) - 0.131"'P x 3-1/2" LONG GUN NAILS EACH CHANNEL 2 112" x 112" CORRUGATED ROOF PANELS FASTENED W/I/4"-14 HWH TRAXX/I 5GREW5 AT 12" O.G. `— 2x 5YP #2 RAFTER 2x 5YP #2 RAFTER SEE CHART 3/A-4 SEE CHART 3/A-4 SIMPSON CLIP I-I/2" WIDE 22 GA. SEE CHART 2x4 5.Y.P. #2 (MIN) STRAP WITH 2x4 S.Y.P. #2 ABOVE TOP PLATE 0.131" x 2-1/4" GUN 11 ATTACHED TO NAILS SEE CHART TOP PLATE STUDS W/ (2) 2/A-4 AND STRAP ATTACHED TO 0.131 x 3)'4" DETAIL 3/A-10 5TUD5 W/ (2) GUNNAILS 0.151 x 3Y4" 2x4 5.Y.P. #2 WALL 3" WIDE 22 GA. (MIN) GUNNAILS STUD AT I6" OR STRAP WITH 0.131" x 24" O.G. 2-1/4" GUN NAILS SEE 2 I/2" x CHART 2/A-4 AND STRAP DETAIL CORRUGATED ED 51MP50N 5PH4 YV 4/A-10 PANELS (FASTENED W/ #8 (10) IOd X I-YY NAILS INTO STUD 2 I/2" x 1/2" 2x4 5.Y.P. #2 WALL x I I/2" WOOD SCREW AT 6" O.G. V4" P.T. PLYWOOD CORRUGATED 'PANELS STUD AT 24" O.G. 3"x 0.131 NAIL FROM AIL F (OR EQUAL) DECKING (FASTENED W/ #8 PLATE TO JOIST x I I/2" WDOD BELOW AT O.G. 5/16" x 4" LONG FLOOR J015T SEE SCREW AT 6" O.G. %4" P.T. PLYWOOD DECKING LAG SCREW FROM CHART 2/A-3 (OR EQUAL) PLATE TO J0I5T AT 14" O.G. MAX RIM JOIST SEE ��•�������,� _PAN CA& too, FLOOR J015T SEE CHART CHART 2/A-3 - O ....... j • �i +, 2/A-3 SIMPSON CONNECTION MAY NOT BE USED FOR 14' KE UNITS WITH MEMBERS AT 24" O.C. SEAL * = * RIM J015T SEE CHART 2/A-3 NO. 11108 DETAIL LTERNATE,/+4��O��G.NE6�,�.,•1•�v . s ' " 2 ++,, I DETAIL A-10 S„CAF��' A-10 SCALE: 1 1/2, = I'-0" THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200'1 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FROD S. CARDU ELL, P.9, LARK BUILDERS 51N6LE WIDE - 150 MPH WOOD GON5TRUGTION 409 DIXON 5TREET THIS DRAWING 15 NOT VALID UNLE55 516NED IN PURPLE INK. ALABAMA# 1446G FLORIDA# 15601 GEORGIA# 14241 INDIANA# 20338 1000 SOUTH BELCHER ROAD BLDG-A / UNIT #11 LOU151ANA# 20548 LARGO, FLORIDA 33111 VIDALIA, GEOR(7IA 30414 M1551551PPI# 8925 GacguTEXA5# VOICE: 721-524-1905 (800) 841-7844 N. GAROLINA# 11108 FAX: 121-524-1299 54100 DETAILS 2 Zg-d9 DATE: 2/25/Oq DRAWN I3Y`;j JDA CHECKED BY: F5G SCALE: 5 NOTED W.O. NO: 112-012 AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT iDbte 77 5602 PianNo�/2 -C%i -'~'- Approved By /T •.ice i. Rii6urd L. Bullock Modoier %i„iidi! A%xas lsaeniact I'lon—, 'ry,!: REV BY DATE DESCRIPTION SHEET A-10 12 OF 18 -g: CAR"" Q�O•G\S7F• •�F+�� NO.8925 • * - PROFESSIONAL: * ri sT �'yG ESP' •Q`� 0 MISS�y�\e�p // , Y � O G PAN CARD SEAL % NO. 1110t GltvF.. I 1/2"x 22 &A. (MIN) 5TRAP IN/ (9) 131 x 2 1/2" GUN NAIL5 EACH 51DE EACH RAFTER (OR EQUAL) UPLIFT STRAP FASTENING FOR 13'-8 WIDE UNITS WITH STUDS AT 24" O.G. n SECTION A -II SCALE: 1 1/2" GRO55 MEMBER EAGH 51DE FOR TYPIGAL NOTE5, 5EE DETAIL I THI5 SHEET 5/16" x 4" LONG LA6 5GREW EVERY RAFTER r.nUt`!F�.TInU R F- 1 I=R 11-/'•,71 FIX MI 1 f7 VGI IVAI1-7 (4) IN RAFTER AND (4) IN RIM UPLIFT STRAP FASTENING FOR ALL BLDGS EXCEPTt 13'-8 WIDE UNITS WITH STUDS AT 24" O.G. n SECI ON HAT GHANNEL FA5TENED AT EVERY RAFTER WITH (2) - 0.131"4) x 3-1/2" LONG 6UN NAILS EAGH GHANNEL AREA FOR APPROVAL STAMPS NDI "APPROVED" UMENT DoQ ,,I T Off( ) 12-0 2, e Plan l�o_._.r_. By 61--ZZ, " roved Richard L. Bullock odular Building Plans Examiner Florida CerteGcx:e `ice 11u-. REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CP4RDWELL, P.M. LARK BUILDERS THI5 DRAWING 15 NOT VALID SINGLE WIDE - 150 MPH WOOD WN5TRUGTION UNLE55 516NED IN PURPLE INK. ALABAMA# 14464 6EOR61A# 14241 FLORIDA#15601 INDIANA# 20338 1000 SOUTH BELCHER ROAD BLD6—A / UNIT #II 40cl DIXON 5TREET LOUI5IANA# 20548 LARGO, FLORIDA 33111 VIDALIA, GEORGIA 30474 (800) 84I-7844 Gaegla MI551551PPI# 8925 VOIGE: 121-524-1905 N. TEXAS �5410011108 FAX: 121-524-1299 ROOF SECTIONS DATE: 2/25/09 DRAWN BY: JDA GHEGKED BY: F5G SGALE: A5 NOTED W.O. NO: 1 112-072 5HEET 04-11 13 OF 18 2x RAFTER (5EE CHART 3/A-4 BUTTED AGAIN5T 510E WALL (TYPIGAL) ! ®�i1 2x 5.Y.P. #2 FA5GIA ��eeee�pa\ r9 CARpy�;�e,� �! GARo It V Nsr � v �c�' E�''c� ATTACHED W/ (2) 0.I31 t�0 •v�sTr9 '' 4,� `` F� ! , rQ�� Hq •9 x 3 %'a" GUNNAILS AT EACH RAFTER :' ,' x NO. g925 ;. � S 2 e S E '. * ; 1' * J0. 14241 SIO i •: pP0FESSV0"AL � * too W 08 : 3' MAX. SEE DETAIL I/A-10 OR 2/A-10)VG FOR FA5TENING OF RAFTERI a`� ,. 5�� ir, �Q ��I: ,r ,9 Nr,IN� ya= \�S. ?•t' AND TOP PLATE. TOP PLATE OF M155�S� ATTACHED TO 5TUD5 W/ (2) 0.131 x 3 i'4" 6UNNAIL5 2x4 5.Y.P. #2 5TUD WALL NOTE: U5E (9) 234ZION GRABBER 5GREW5 OR EQUAL IN LIEU OF NAILS INTO WALL5 WITH 5AME 20 GA. 5TRAP OPTIONAL OVERHANNS 3 G�T141� A-12 SCALE: 1 1/2" = I'-O" - 2x4 5.Y.P. #2 WALL 5TUD AT 16" OR 24" O.G. 3"x 0.131 NAIL FROM PLATE TO J015T BELOW AT 16" O.G. OR 3/8" x 4" LAG 5GREW AT 14" O.G. 3/4" P.T. PLYWOOD DECKING FLOOR J015T 5EE CHART 2/A-3 FLOOR J015T 5EE .,HART 2/A-3 '-_20 GA. x 1-1/4".WIDE STRAP UP THE WALL 5TUD. FASTEN STRAP TO WALL STUD WITH'(13) 0.131"0 x 2-1/4" GUN NAILS INSTALLED AT FACTORY n ANCHOR STRAP 2x 5YP #2 RAFTER (2) - 0.131" x 3-1/2" GUN NAIL5 ONE EACH 51DE OF RAFTER TOE -NAILED INTO TOP PLATE AT EACH 5TUD LOCATION ENDWALL I SECTION A-12 5CALE: 1 1/2" x4 5YP #2 TOP LATE '5011 H-3 CLIP FROM 7 TO TOP PLATE AND ;P TO BOTTOM PLATE :4 5YP #2 BOTTOM .ATE AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT lie - 3 / 4/G q Plan No. I / Z —077- provedBv_RE..�/ Richard L. Bullock odular building Plans Examiner Florida Certificate Glyn 'REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200-1 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. F-;RED S. CARDWELL, P.S. LARK BUILDERS THIS DRAWING 15 NOT VALID ALABAMA# 14469 FLORIDA# 15607 1000 SOUTH BELGHER ROAD SINGLE WIDE - 150 MPH WOOD G0N5TRUGTI0N 40cl DIXON 5TREET UNLE55 516NED IN PURPLE W. GEORrzIA# 14241 INDIANA# 20355 LOU151ANA# 20548 BLDG-A / UNIT #II LARGO, FLORIDA 33771 VIDALIA, GEORGIA 30474 M1551551PPI# 8925 VOIGE: 727-524-1905 (800) 841-T844 TN. GAROLINA# EXA5## 511108 54100 FAX: 727-524-1299 DETAILS AND SECTIONS DATE: 2/25/09 DRAWN BY: JDA GHEGKED BY: F5G 50ALE: A5 NOTED W.O. NO: 1 112-012 SHEET 14-12 14 OF 18 Cm N cc N . SIDE WALL HEADERS HEADER HEADER HEADER HEADER FASTENING SIZE DETAIL MATERIAL 22.5" 3 5PF #2 (2) 0.131-0 x 3 Y2" LONG 6UNNAIL5 EACH END OF HEADER 63" 3 5YP #2 (5) Ibd COMMON NAILS EACH END OF HEADER qb" I 5YP #2 (6) Ibd COMMON NAILS EACH END OF HEADER END WALL HEADERS. HEADER HEADER HEADER 51ZE DETAIL MATERIAL HEADER FASTENING 14.5" 3 5PF #2 (2) 0.131-9P x 3 Y2" LONG 6UNNAIL5 EACH END OF HEADER 505" 2 5YP #2 (4) Ibd COMMON NAILS EACH END OF HEADER 42" 2 5YP #2 (1) Ibd COMMON NAILS EACH END OF HEADER 60" I 5YP #2 (8) Ibd COMMON NAILS EACH END OF HEADER 15.5" 1 5YP #2 (10) Ibd COMMON NAILS EACH END OF HEADER SIDE WALL SILLS SILL SIZE SILL DETAIL SILL MATERIAL SILL FASTENING 22.5" 3 5PF #2 (2) 0.151"°0 x 3 Y2" LONG GUNNAIL5 EACH END OF SILL 63" 3 5YP #2 (3) Ibd COMMON NAILS EACH END OF HEADER END WALL SILLS SILL SILL SILL 51ZE DETAIL MATERIAL SILL FASTENING 14.5" 3 5PF #2 (2) 0-131-4) x 3 YY LONG 6UNNAIL5 EACH END OF SILL 30.5" 3 5PF #2 (2) 16d COMMON NAILS EACH END OF SILL 42" 3 5PF #2 (2) Ibd COMMON NAILS EACH END OF SILL 60" I SYP #2 (3) Ibd COMMON NAILS EACH END OF 51LL HEADER -SILL 4 CHART A-13 SCALE: N.T.S. I I/2" I.- I/2 3 3 I/2" PLYWOOD SPACER (CONTINUOUS) n rli m 1/2" (2) 2x4 4x4 PLYWOOD SPACER —� (GONTINUOU5) _\ In NO.8925 1 S S : PROAA FESSIONAL: /,���� lS'!,S �,1`G (� u � •Gq'; Qom= � 3 1/2" HEADER HEADER HEADER 3 DETAIL 2 DETAIL I DETAIL A-13 SCALE: 3" = I'-O" A-13 SCALE: 3" = 1'-O" A-15 SCALE: 3" = I1-0" AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT Dale_ J�f7�Oy Plan No. J! 2 -07a- Approved By Richard L. Bullock hludular building Plans Examiner Durida Cerdficale REV •BY DATE DESCRIPTION THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENT5 FOR A THREE SECOND &UST OF 150 MPH. FIRED S. CARDLJMLL, 1=.3. LARK BUILDERS THI5 DRAWING 15 NOT VALID SINGLE WIDE - 150 MPH WOOD GON5TRUGTION UNLE55 516NED IN PURPLE INK. ALABAMA# 1446G FLORIDA# 15601 1000 SOUTH BELCHER ROAD 40q DIXON 5TREET GEORGIA# 14241 INDIANA# 20558 BLDG-A / UNIT #11 VIDALIA, GEORGIA 30414 1 i i LOUISIANA# 20548 LARGO, FLORIDA 33111 (800) 841-7844 M1551551PPI# 8425 VOICE: 121-524-1905 TEXAAS# 5410011108 FAX: 12T-524-1299 HEADER DETAILS AND CHART Z Z8-O? DATE: 2/25/04 DRAWN BY: JDA GHEGKED BY: F5G SCALE: AS NOTED W.O. NO: 112-012 5HEET A-13 15 OF 18 sAs P.T. 4x4 BEAM (2) H23A CLIPS FOR P.T. 4x4 P05T TO P.T. 4x4 BEAM 2x4 STUDS GUT SHORT TO SUPPORT 4x4 BEAM (2) H3 GLIP5 FOR P.T. 4x4 P05T TO P.T. 4x4 BEAM PORCH QS• .S.�E�•.;�F� ��� /TOP PLATE EXTENDED AND NAILED TO 4x4 BEAM W/ (2) �r+� FA!GINS�•' �Q¢= 0.131 x 3.25" 6UNNAIL AT 6" O.G. rrr,1`q O `M`Ss�`'y� `(2) H23A CLIPS FOR P.T. 4x4 P05T TO P.T. 4x4 BEAM P.T. 4x4 P05T m MENDIN. PLATE ON 51DE AND FRONT CAR04�hrr :�P.oFE§sioy.!L9 irr sz:a SEAL9< . No. 11108 = � �+irr -c�•. FjyG I .i F rrrlrr�, S. �..Cp, VARIES TO LENGTH OF 5,� �e PORCH //pA., �dd e NO.14241 PROFESSIONAL ��WINDOW HEIGH , 2x4 5YP # 2______ LOCATION AND �32" VERT. WALL STUD QUANTITY MAY VARY MINIMUM, 60" — — — — — AND ARE OPTIONAL MAXIMUM 6-0" HEIGHT, DOOR LOCATION MAY VARY r 5EE VARIOUS END - .-5EE VARIOUS END �� WALL 5EGTION5 WITH WALL SECTIONS FOR P.T. 3/4" T46 J DOORS, 4'-0" DOOR VERTICAL WALL X PLYWOOD FLOOR MAX FOR 6' UNIT AND STUD LOCATION I/ � DECKING �----�� 6'-V DOOR MAX FOR 8' UNITS 2x4 5.Y.P. #2 P.T. SOLE [PLATE 32" MINIMUM,.60" MAXIMUM 6'-0" HEIGHT, DOOR LOCATION MAY VARY OPTIONAL ELEGTRIG TO EACH UNIT FIELD CONNECTED.FROM EXI5TIN6 POWER SOURCE TO UNIT OPT. PORCH n WALL FRAMING ELEVATION I FLOOR PLAN A-3 SCALE: I/2" = I'-O° A -I SCALE: N.T.S. OR AREA FOR APPROVAL STAMPS, NDI "APPROVED" DOCUMENT Date liar: Approved By /T .:.Gc:�.-•�-_�.,.�.___ .... Richard L M191':O Moduiar Bulidi qr Plain LBYDATE REV THR5E PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. R 1� S. CI�Ri�UJELL, P, LARK BUILDERS THIS DRAW.IN6 15 NOT VALID ALABAMA# 14469 FLORIDA# 15601 1000 SOUTH BELCHER ROAD SINGLE WIDE - 150 MPH WOOD GON5TRUGTION 40cl DIXON 5TREET UNLE55 516NED IN PURPLE INK. GEOR6IA# 14241 INDIANA# 2033g 2054g BLDG-A / UNIT #11 LARGO, FLORIDA 33111 VIDALIA, OEORGIA 30414 MI551551PPI# g925 POOLOU151ANA# VOICE: -121-524-1905 (goo) 841-1844 N. GAROLINA# IIIOg FAX: 121-524-1299 TEXAS# 54100 OPT, PORCH PLAN AND FRAMING DATE: 2/25/09 DRAWN BY: JDA GHEGKED BY: F5G SCALE: AS NOTED W.O. NO: 112-012 SHEET I4 -14 16 OF 18 QI =1O LI sl IV 133HS ZLO-Zil °ON 'O'M S °31y9S 9Sd E!910N °J.9 Q3�93H� VQr :,L9 NM"(l b0/SZ/Z 3LVQ -8& -Z sN Icl VNIMOW HObOd 'ld0 OOltis bbZHlZ:G-LZL 2XV3 #Sdxg. 90111 #VNI-1O'iJV9 'N bb9L-IK (009) SObH7Z5-LZL :1910% ILL9E V(31W13'09?JVl SZb9 #IddISSISSIW 9KOZ #VNVISUIOI '>NI Dicf NI Q3N915 S53-!Nf1 bLbo6 VI9?1o39'dllVQl/ i;lgaL5 NOxld b00 N01l'Drrd.SN09 II# 11Nf1 / V-9ai9 QVO?l ?GH9139 H.LnOS 0001 9990,1 #VNVIQNI Ibzbl #V19NO29 L0991 #VQI'dOl3 b9tit�l #VWV9V-lV ,d 611VA lON GI 9NIMV?iO 5IH1 000M HJH OSI - 301M 319NIS sbaanne mr? HdW 051 dO ISne 4N073S -=aNHl y NOA SlNavG-cWG bOOZ aHl H-LIM 3Q07 9NIMIrg YCl'SO-7d LOOZ aHl H-LIM MNYaS DW NI Q:N91S3a 22JW 5Md"Id ;S-H1 NOIldl2l9S3a 31Va. 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J t tttrt�TgTE��F•N;\5�'e r�ttttt����� �`— AREA FOR APPROVAL STAMPS ►t r; `L O VED,t DOCUMENT P.T. 4x4 BEAM Date 3f `' al Plan:'Jc.____.� �%72 R Au tC.k_ Approved Ny Richard 1- Uulloch Modular $uildwS Plans Lmmlmr Flu: l rr, cz:: +_ `- P.T. 4z4 POST - 11 (4) 0.131 x 3.25" GUNNAIL5'AT SPLICE SEE DETAIL #/A-5 FOR RAFTER TO 4x4 BEAM GONNEGTION FRONT P.T. 4x4 BEAM NOTCHED (2) H25A CLIPS FOR OVER SIDE 4x4 P.T. 4x4 P05T TO BEAM P.T. 4X4 BEAM P.T. 4x4 P05T PORCH CORNER SEAM FRONT PORCH FRAMING A-3 SCALE: 1/2" = I�_0; c, ELEVATION A-1 THESE PLAN5 WERE DESIGNED IN AGCORDANGE WITH THE REV BY DATE 2007 PLORIDA BUILDING GODS WITH THE 200q F R E D S. C I� � i/ W � Lt, P.�. SUPPLEMENTS FOR A THREE SECOND GUST OF LARK 15o MPH. F� ALABAMA# 14469 FLORIDA# 1560-7 1000 50UTH BELGHER ROAD GEOR6IA# 14241 INDIANA# 20338 BLDG-A BUILDERS TH15 DRAWING 15 NOT VALID SINGLE WIDE - 150 MPH WOOD CONSTRUCTION 2/25/pq 404 DIXON UNLE55 SIGNED IN PURPLE / UNIT #II LOUI5IANA# 20548 LARGO, FLORIDA 33711 MI551551PPI# 8925 5TREET INK. VIDALIA, GEOR6IA 30414 JDA VOICE: 121-524-1905 N. GAROLINA# 11108 FAX: 721-524-1299 TEXA5# 54100 (eoO) 841-�844 2I— RNO F5G OPT. PORCH 88C t DETAIL 5 NOTED 12-012 DE50RIPTION If 5HEET 14-116 18 OF 18