Loading...
RC-13-1056Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 194583 Permit Number: RC -5 -13 -1056 Scheduled Inspection Date: July 03, 2013 Inspector: Rodriguez, Jorge Owner: JULMISSE, HARRY AND CARMELLE Job Address: 24 NW 109 Street Miami Shores, FL 33168 -4315 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Alteration Phone Number Parcel Number 1121360110190 Building Department Comments INSTALL SHED 10 X 12 Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 03, 2013 For Inspections please call: (305)762 -4949 Page 17 of 29 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: L ' M telt City: Miami Shores County: Miami Dade Zip: 14'6 Folio/Parcel #: FBC 20 l0 Permit No. Master Permit NIPL, ROOFING Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): `, CA. d' C. ‘.p M S o.�\ wCl M Phone #: c,( - CI ®606 Address: mac.( W 1AI I0 �f V city: ti t A- 11- I State: L Zip: '''' 14E, Tenant/Lessee Name: Phone* Email: CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ .6 00 a 0 n Square/Linear Footage of Work: Type of Work: ❑Addition Description of Work: 2 t ❑Alteration tJNew DRepair/Replace ❑Demolition d to xi Color thru tile: Submittal Fee $50 't Permit Fee $ /Y2 CCF $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ CO /CC $ Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 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 a separate permit must be secured for FT.FCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or °`gent Contractor The foregoing instrument was acknowledged before me this 11, The foregoing instrument was acknowledged before me this day of "/ , 2013 , by 44,432)11R-0) \c 3 {. , day of , 20 _, by who is personally known to me or who has produced 9 who is personally known to me or who has produced as identification and who did take an oath. \ NOTARY PUBLIC: As identification and who did take an oath. NOTARY PUBLIC: Pites 3[0612 Sign: 1 1" Sign: Print: = NOTARY ?MA _ Print: My Commission •. m I. ,' V�' cI''•.•CoEE173D59missiuo .•' . TF ************************************************************** * * ** *** * * ** ******* ** * * * * * * ***** ', * *** ** ** ** ** *** 6 �7.3 Plans Examiner 0 -Y ) zoning My Commission Expires: APPROVED BY Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10t2009)(Revised 3/15/09) Acid. 3- S Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: t4 cc! H DATE: c. ADDRESS: -2.-Lf 01 S �' Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the 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 supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial ;t11� 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial .01i 1 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. L - t Initial �l 1 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial �_ 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 44 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain ian owner- builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial M 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:// wwwr. mvforidalicense .com/dbor /oro /cilbrindex.html Initial 14'M� 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 14 3 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this I L.( day of A � , 20 4 3 By 47 -14620-(1' US I-3k who was personally known to me or who has Produced there License or r-L.et as identification. 6 �,J�..4.- j jrsio,, C'. 'ii,,' C 0 R1®' o•�`�' >>irrj►rn rnt" NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OMR MTV= PERMIT NO 15** TAX FOLIO NO • STATE OF FLORIDA: COUNTY OF MIAMI-DADE: STATE OF FL fv", '• r HEREBY CER THE UNDERSIGNED hereby gives notida that IniproVerbeffla win be rnadeattiaertaiNcret4 property, and in accordance with Chapter 713, Florida Statutes, the followingkandart provided In this Notice of Commencement wiTiVESS tcY hold _ _ HARVEY RUM, 111111111111111111111111111111111111111111111 CFN 2013R0.458492 OR Bk 2867Q Ps 19691 (1cs) RECORDED 06/10/2013 11117:51 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE. SP!** above resaiXed for use of recording office 1. Legaitiescription of property and street/address: 2tf N W. 19 FL *3,•)",i 6(2, 2. Description of improvement: ,„p„ ; • Xa• Owner(s) name and address .,v- intertst II) property: Name and address of fee Simple titleholder: . (.4 0..tr• ("1 7 4. Contractor's name, address and phone number: 5 Syretr.payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ , 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section .713.13(1)(07., Florida StalUtel, Name, tiddress and dhofie madder; 4.A,AANA ‘SSiz. Zu lv w oet sA- 11 I Ali F4.. 3`1(1 8. In iddiffen hirtirelf, OWners designates the folkiwing person(s) to receive a copy of the Lienor's Notice as provided in Section rillitt)lb), Pantie btaridet. Name, address and 'Ohone nUmber, 9. Upliatioti date of 'this' Witco Of Commencement (the expiration date Is 1 year from the detect', recording unless a different date is specified) WARNING 10 OWNER ANY, PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION ,OF THE NOTICE OF OQ,MMP.NPEWNT Nig CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713; PART IiSECTION 713.13. FLORIDA STATUTES, D CAN RESULT IN YOUR PAYING TWICE FOR IMPROA_ItEMENTSTO YOUR,pROpERTy. A NOTICE DE COMMENCEMENT MUST-BE AND' PaTEb ON THE-30BSITEBtFtliE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CDNSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK . 4 ra. OR RDING YOUR NO C • COMMEN EMENT. Sigriat0Te(Srof .*** ' s) or sy Authorized Officer/Difector/Partner/Manager Prepared 13y Petra Narne Print NaMe Titleiafije . Ilde/Office, STAjt 'OF FLORIDA CO OF The * god before me this / day of * i di Al or l as J i. for By Uf Oda Personally '6fidentification: Print Name: (SEAL) ; ; I • ;, • eilD., II W... • -,rtalflirs'bf pelt-Sy, I declare that have lead 'foregoing and that the facts stated in it are true, to the best of My knowledge and ballet Signature(s) of owner(s) or Owner)1eAuthortzed Officer/Director/Partner/Manager who s By VV.Ajnt, By A murawMaiwirattittery Ass "Pevfnral" 123.01-62 PAGE 9 3/10 CLAUDIA V. CUBILLOS • of ry Public - State of Florida E My Comm Expires Sep 23.2015 Commission # EE 128810 ''',14:Ass Bonded Through National Notary Assn. • ■, • KRIM .1111," -`627 4 Miami Shores Vnuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 16, 2013 Permit No: RC13 -1056 • Building Critique 1. Provide signed and sealed plans for the connection of the shed to the ground. 2. Shed must be built with masonry or metal. Wood is not an approved material for sheds in Miami Shores. (Zoning) Norman Bruhn CBO 305 - 762 -4859 Norman Bruhn CBO 305 - 762 -4859 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. s Miami Shores V!uuage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 May 17, 2013 Permit No: RC13 -1056 Planning Critique 1. Shed must be all metal including framing. 2. Also show setbacks between shed and rear and side plot lines. David Daquisto 305 - 762 -4864 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. PAGF Ot SN 01_1 V11-1 O 8 ONV SF1 /' k_Nr103 ONV alVIS IVE1]n3d Tit/ LAA 33140r1d1N00 atao3rens 11.5 PARIONA CONC. State:: FJ.P_ I NOL� ; 149.65IPMA) 1/2- NO ID. sir* --AK =0.4' LOT 4 F31.00( 214 o 0 b E I z S 00100'00~ E LOT 2 BLOCK 214 FJP. 1/2- NOLO. 0 BLOCK CORNER LOT 1. BLOCK 214 C) BASS OF CEle1BILINE e (589'5645V, "4.4 FIR. 1/r LO. .64481— FIR. 1/2. 10. 0448 10 ASPHALT PAVEMENT 15• ALLEYWAY dc. NOTE: INSTALL ANCHORS PER MANUFACTURERS REQUIREMENTS 3/16" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1 556 (OR EQUIVALENT), TIGHTEN TO 500 LB5 OF TENSION MINUTE MAN MMA- 18 OR EQUAL W/ 5/8" SIMPSON TITEN OR WEDGE -ALL EMBEDED 3" MIN. INSTALL A MINIMUM OF 4" FROM SLAB EDGE. Typical Details for Concrete Installations 3/I 6" GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 LB5 OF TENSION USE (3)-3/16" GALVANIZED CLAMP TIE DOWN ENGINEERING PART #53806 (OR EQUIVALENT) 1 1 0 MPH WIND ZONE 1/2" DIA. X 30" GROUND ANCHOR WIT SINGLE 4" HELIX (MODEL #59055) 130 AND 150 MPH WIND ZONE: 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59060) I GO MPH WIND ZONE - SEE GENERAL NOTE #I0 (SEE CHART FOR QUANTITIES) (2) - SIMPSON "1-13° @ 14" O.C. (110-130mph) OR "SPH4" @ 16" O.C. (150 - 160mph) AND (I) I/2"x4" LAG BOLT THRU BASE PLATE 5/8" DIA. THRU BOLT W11-12" WASHER, A449 GALVANIZED OR EQUIVALENT I I 0 MPH WIND ZONE: 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59060) I30 AND 150 MPH WIND ZONE: 5/8" DIA. X 48' GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59065) 160 MPH WIND ZONE - SEE GENERAL NOTE #I0 (SEE CHART FOR QUANTITIES) Tye e aI Masonry Block Installations (2) - SIMPSON "H3" @ 14' O.C. 10- 130mph) OR "SPH4" @ 16" O.C. 150- 160mph) AND (I) 1/2"x4" LAG BOLT THRU BASE PLATE THRU BOLT WITH 2" WASHER, GALVANIZED OR EQUIVALENT Revision Date: otes: 04/12/2012 Plan Update DBI. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. DBI. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. 1 1 0 MPH WIND ZONE- . X 40" GROUND ANCHOR 6° HELIX (MODEL #59060) AND 150 MPH WIND ZONE - 5/8' SIAM.. X 48" GROUND ANCHOR WIT IN.GLE 6" HELIX (MODEL #59065) 160 MPH WIND ZONE - SEE GENERAL NOTE #I0 (SEE CHART FOR QUANTITIES) HILTI KWIK BOLT MIN. 1/2" DIAM. WITH A 5.5" MINIMUM EMBEDMENT AND A 1.75" MIN. EDGE DISTANCE. SPACE ANCHORS AT 5-0" O.C. FOR 6' -0" TO 10-6" BUILDINGS, 4' -0" FOR 10-6" TO 14' -0" BUILDINGS 2x4 STUDS, SEE PLANS FOR SPACING 2x4 P.T. BOTTOM PLATE Typical Anchoring of a Floorless Build nqs to Concrete Slab Detail DESIGN PARAMETERS I . WIND DESIGN PER ASCE 7 -10 2. DESIGN WIND SPEED -1 I OMPH - 130MPH - 150 MPH -160 MPH 3. WIND EXPOSURE CATEGORIES: I I Omph: B, C 4 D - 130mph: B, C# D 150mph: 8, C * D 160mph: B 4 C 4. WIND IMPORTANCE FACTOR: I .0 5. ENCLOSURE CLASSIFICATION: ENCLOSED 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 * FLORIDA BUILDING CODE 2010 GENERAL NOTES I DESIGN FOR MIN 2,500 PSI' CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 Ibs. AND AN ULTIMATE LOAD OF 4725 Ibs. 3. HELICAL ANCHORS FOR 160mph WIND ZONES MUST MEET A MINIMUM WORKING LOAD OF 3484 I. AND AN ULTIMATE LOAD OF 5200 Ibs. 4. ANCHORS MUST BE INSTAI I FD TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS PER MANUFACTURERS REQUIREMENTS. 6. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN I 2" OF CORNER 7. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. 8. &THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET. 9. USE'TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" AND 48" GROUND ANCHOR WITH SINGLE 6" HELIX 10. FOR 160mph WIND ZONES USE TIE -DOWN ENGINEERING (OR COMPARABLE) MODEL # 59090 3/4" DIAM. x 36" WITH A DOUBLE 4" HELIX (USE IN SOIL CLASSES 2) OR MODEL # 59250 5/8" DIAM. x 30" WITH A 6" HELIX AND A 4" HELIX (USE IN SOIL CLASSES 344) I I . INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING, INC TO INCLUDE REQUIREMENTSINS FOR SPACING AND SITE SPECIFIC SOIL CONDITIONS 12. MAXIMUM STRUCTURE HEIGHT I5 12 FEET 13. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH SIDE WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUILIDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) 5. ANCHORING SCHEDULE Building Width Building Length Max. Block Number 110 130 150 160 Spacing of Blocks MPH MPH MPH MPH 8' -0° 10' -0" 6' -0" 12' -0" T-6" T-8" 4 4 8' -0" 8' -0" T-6" 4 8, -0° 8' -0° 8' -0" 8' -0" 10, -0" 12' -0" 14' -0" 16' -0" T-8" T-6" T-6" T-6" 6 6 6 10' -0" 10' -0" 10' -0" 10' -0" 10, -0" 10' -0" 10, -0" 11' -0° 1;' -0° 11'-0" 11' -0" 11' -0" 11' -0" 11' -0" 11' -0" 11'-8" 11'-8" 11'-8° 11'-8" 10'-0" 12' -0' 14' -0" 18' -0" 20' -0" 24' -0" 30' -0" 12-0" 14' -0" 16' -0" 20' -0" 24' -0" 30' -0" 38'-0" 40' -0' 12' -0' 14' -0" 16' -0" 20' -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0" T -0' T -0" 6'-6" 8'-6" 6'-6' 6'-6" 4 6 8 2 2 2 2 2 bAR Ell 1E11 BM MIMI Mil ® ®II 1E1© ®®H © ©© WIN NM MI © © ©© 12 6 8 12 14 16 2 3 3 2 2 3 4 4 5 5 BI NH lEll © ©© DEIInt NHH 2 3 3 4 11,-8" 11'-8" 11'-8" 11'-8" 11'-8" 11'-8" 24' -0' 30'-0° 36' -0" 40'-0" 44' -0° 50' -0° 6-6" 6'-6° 6'-6" 6'-6° 6'-8" 6'-8° 13' -0" 13' -0" 13' -0" 13'41" 13' -0" 13, -0" 14'-0' 16' -0" 20' -0' 24'-0" 30' -0° 38' -0" 6'-8" 6'-6" 8'-6" 6'-8" 8'-8' 13' -0" 13' -0" 13' -0" 40'-0° 44-0" 50' -0" 6'-6° 6'-6" 6'-6° 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 13'-8" 14'-0° 16' -0" 20' -0" 24'41° 30' -0" 3V -0" 40'-0" 6'-6" 6'-6° 8'-8" 6'-8° 6 © ©© 2 2 10 3 12 4 ©11M �© 5 8 8 2 9 ©© 3 3 15 HHH 4 �0ElEl 4 NIL 3 3 20 mm 4 �® 5 5 6 3 16 18 9 27 12 12 16 3 5 5 8 6'-6" 6'-6° 32 6 6 6 6 13'-8" 13'-8" 44' -0" 50'-0' 6'-6° 32 6 6 6 6 6'-8" 36 7 7 7 7 aeod„o */72/12 7.,ALt DESIGNED FOR: LARK BUILDERS 409 DICKSON STREET VIDALIA, GA. 30474 PROJECT NUMBER: I 2EN224 DATE: April 12th, 20I 2 Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 29682 - Phone: 864- 646 -7600 Alt#: 864- 634-1300 STATE OF FLORIDA • DEPARTMENT OF COMMUNITY AFFAIRS `Dedicated to making Florida a better place to call home' GNARLS GRIST THOMAS G. PW4AM Governor &maew October I9, 20I0 Robert Moore Lark Builders, lap. PO Drawer 629 Vidalia, GA. 30475 RE: Manufacturer er Certificattonb ID MFT.114; Expiration Date December 16, 2013 Robert Moore, It is my pleasure to Inform you that lark adder , Inc:. lord at 409 Dam Street, PO Drawer 629 Vices, GA 50475; has been approved under the ManufacturedSuildings Program, as provided for under Chapter653, Patti, Flod & Statutes, to msriufardue kienufactured Sulker. for installationin Florida. or mcidification on a manufactured bulging caimet begin until the Tbird Party Agency Has approved the plans is accordance with the current Florida Sulking Code. Your Third Party Agency Is a conlractorforthe Demand has aleatory authority and responsibilities thatmua be motto rettntain approved ftimulkYou Ins)► expeCtaud demand 4irar plaparaview end inspections: - Each Cdde change *If make your plans obsolete will they been reviewed, approved and trued Con the cover sheet of the planet for compliancy with the code by your Third party Agency far plains review Please ensure that your plans are in compliance and sae posted oil our webite. Al wed onissuea a ** the local ai having s oat - • The Departments contactor teen make unannounced visas at least coos a year. You must grant complete access to your maw facility y and monist* maintain in compliance with the odes and regulations cfthis podium. . " Your cartiScation is approved for three yearn *m lima data. You will receive a renewal calks by Email co at850�4t0 4566or ourFAXst85041484365 E ► qu -you may Please visit our mixes at w ww.8oridabuik g m to see valuable infonnadon on the Aodda Manufactured Sulam Progrim, A copy of this letter must accompany applications for local building Manufactured lithos Realm cc National Desist std Inspection, Inc. 2886 SHUMARD OAK BOULEVARD • TALLAHASSEE, Ft. 3239.s -210e 650 - 488- 84661p) • 850 -421 -0781 (f) • Website: www.daa_stste.fl.us, • • OOM a eiYPLM RIS 031•411043511(p) 411e4864909t0 • f1+ORSMO0 IROST $+I 080021. 7 o •'• r Hour lemoccomo avvo came R eSarneeei0M1 espessausal • January 22, 2013 Page 1 of 1 To: From: Date: Subject: Note: aney .Associates, Inc. nginecring & Construction Planning Whom it may concern at Miami Dade Building Dept. Client Name: Billing Address: Billing City & State: Client Phone: January 22, 2013 Bob Moore (Lark Builders) 409 Dixon Street Vidalia, GA (912) - 538 -1888 Using 165mph Exposure -D Building Designs in 175mph Exposure -C Project Name: Lark Builders Master Designs Project Number: 2013EN224 The design requirements for the wind pressures of a 175mph Exposure C zone are less than those for a 165mph Exposure D zone per ASCE 7 -10. Therefore the 165mph Exposure D plans provided by Haney Associates, Inc. for Lark builders are adequate to meet the design building requirements for a 175mph Exposure C wind zone as well. The building construction requirements will remain the same. Haney Associates. Inc.: rrick R. Haney (Principle Engineer) (date) 155 mph Exp. D - Metal Lapsider Box Eave Shed Master Plan DESIGN PARAMETERS: (HIP -GABLE ROOF) (WIND DESIGN PER ASCE 7 -10, SEISMIC DESIGN PER RISC 341 -051 GENERAL NOTES: I . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE k 2010 FLORIDA BUILDING CODE. WIND LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7 -)0. 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPUCABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION. 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: FLOOR JOISTS 2x4 S.Y.P. #2 -(I 2 -15% MOISTURE CONTENT) 2x6 5.Y.P. #2- (12 -15% MOISTURE CONTEND 2x8 S.Y.P. #2- (12 =15% MOISTURE CONTEND G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: SKIDS, FLOOR JOISTS AND 3/4' T$G FLOORSHEATHING 7. TRUSS DESIGNED TO SUPPORT D.L +L.L. =30 P.5.F. 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 9. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH. 10. ROOF SLOPE SHALL BE 3: 12 WHEN SHINGLES ARE APPLIED, SEE FBC 1 507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURER'S RECOMMENDATIONS. I I . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPUCATION IN ACCORDANCE WITH SECTION 1 507.2.8 OF THE F.B.C. 2010 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. 14. BUILDING 15 CLASSIFIED AS TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 16. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED FASTENERS. 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN ORDER FOR. THESE DESIGN DRAWINGS TO ACCURATELY REFLECT FIELD PERFORMANCE CONDITIONS. 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR HAZARDOUS MATERIAL. 20. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MASA ALUMINUM, 4' LAP ALUMINUM, 5 / 8 ' P.T. T 1- I 1 SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, HARDI BOARD, STEEL SIDING AND "PLEKO' STUCCO ON 5/8' DENSE GLASS GOLD AND POLYCARBONATE GREENHOUSE PANELS 21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index S1.0 Cover - General & Design Notes S1.1 Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan 31.3 Skid and Floor Framing Details $1.4 Roof Framing & Schedule 51.5 Typical Frame Section Details S1.6 End Wall Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 1/4" x 1 1/ 16' ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. DOOR. ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, GO' x 72" ALUMINUM DOOR, 32" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. PREMANUFACTURED DOORS THAT MEET APPUCABLE CODES MAY BE USED INSTEAD OF DOORS USTED ABOVE 25. MAXIMUM WALL HEIGHT TO BE 8'-O' 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FOR EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT THOSE IN USE AS AN ACCESSORY BUILDING FOR A ONE OR. TWO FAMILY DWELLING UNDER 40Osq.ft.) MUST HAVE ATLEAST (I) 32'x80" (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3%' METAL STUDS SPACED AT A MAXIMUM OF 24" O.C. 1. WIND VELOCITY: I G5mph 2. WIND IMPORTANCE FACTOR: I.0 3. WIND EXPOSURE: D 4. INT. PRESSURE COEFFICIENT: 0.18 5. ENCLOSURE CLASSIFICATION: ENCLOSED 6. COMPONENTS AND CLADDING: -ROOF LOAD (ZONE # I ): +27.4/ -56.0 MP -ROOF LOAD (ZONE #2): +27.41 -78.9 P5F PAW nal -ROOF LOAD (ZONE #3): +27.4/ -124.6 PSF -WALL LOAD (ZONE #4): +59.51 -65.2 P5F -WALL LOAD (ZONE #5): +60.6/ -76.6 PSF -WALL LOAD (ZONE #44 #5): +60.0/-70.9 PSP Rita %_ 714 Approved By Approval Stamps: Rich Modular ltuitattra Plana 7. FLOOR DESIGN UVE LOAD: 8. FLOOR. DESIGN DEAD LOAD: 9. ROOF DESIGN UVE LOAD: 10. ROOF DESIGN DEAD LOAD: I I . WALL DESIGN LOAD: 12. COMBINATION LOADS: 13. SEISMIC USE GROUP: 14. BUILDING CATEGORY: 15. BUILDING OCCUPANCY: 16. CONSTRUCTION TYPE: 17. ALLOWABLE FLOORS: 18. EXTERIOR WALL FIRE RATING: 19. DESIGN OVERHANG: 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2.009 # FLORIDA BUILDING CODE 2010 21. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES: -2010 FLORIDA BUILDING CODE -201 0 FLORIDA MECHANICAL CODE • -2010 FLORIDA PLUMBING CODE -2012 FLORIDA ACCESSIBILITY CODE -2009 INTERNATIONAL BUILDING CODE THESE BUILDINGS ARE EXEMPT FROM THE THE 2010 FBC ENERGY CODE IN ACCORDANCE WITH 101.5.2 125 PSF I2PSF 20 P5F SELF WEIGHT 8 P5F AS PER ASCE 7 -10 B STORAGE - NON HABITABLE VB 0 8 INCH Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six %the, S.C. 29682 - Phoae:864446 -7500 i These Plans Were Designed in Accordance with the 2010 Florida Duilding Code for a Wind Speed of I G5 m.p.h. SITE INSTALLED ITEMS: 1. THE COMPLETE FOUNDATION SUPPORT AND TIE- DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.6 NOTE: THIS UST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. i Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 L. Bulb& ear riorldeCarteleaie IfilLa an Neat N¢I ileadgtatlrs NDI "APPROVyED" DOCUMENT %Wingas spurt tor M R Thu. PAM* comply *Mr the Flodda Manufactured 81d.: - Act and adopted Codes and Adhere C xtioon Criteria: y. Altamonte *floors Nand UYtooNy, Alm Rad%ofErt *Ws Playa Stu t I o r Allow. Roar Load_ Approval Iti+M 4=1 Vika ltoa:ment does not of appitopb% Ai APInnve any Donation Stele tares Designed By: Project No. O.R.H. ed 12EN224 - SWM I 65 Checked By: Date: C.L.A. 10/20/12 Sheet Number: Silo I of '7 ELECTRICAL NOTES: ! . WHEN AIR CONDITIONING 15 INSTALLED IN T11t5 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE IIVAC CONTRACTOR. AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL I5 TO BE GROUNDED TO MINIMUM 1 O'-O" COPPER CLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF 1' OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). LIFE SAFETY CODE (NFPA 101), LATEST EDITIONS. 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED 'OFF" POSITION THAT 15 PART OF THE IIVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. S. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEC. I 10-9 OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER. CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE # 12 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70, NATIONAL ELECTRICAL CODE. I I . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH ARTICLE 1 2 I O.8(A)(2) NEC -08. Electrical Symbol Key GFCI Duplex Receptacle 120V 10 `}O - Incandescent Light w/ (1) -60w Bulb [A Junction Box $ Switch WP $R Weatherproof Switch w/ Receptacle Outlet 120v 10 WINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL VARIS, G' -0" to 13'-8" 5' MAX. 24" MAX. II) -P.T. 3/4" T$G • FLOOR SHEATHING SEE VARIOUS END WALL FRAMING N SECTIONS FOR WALL AND WINDOW FRAMING. \ OPTIONAL ELECTRIC EACH UNIT FIELD CONNECTED FROM EXISTING POWER SOURCE TO UNIT WPo Approval Stamps: 32" MIN., 60' MAX. WIDTH BY 6' -8" HEIGHT DOOR, LOCATION MAY VARY. uata. -. I.4I3/1� mad Br omemoo■il ' METAL STUDS SPACED AT 24' O.C. MAX. SEE VARIOUS END WALL FRAMING SECTIONS FOR WALL AND DOOR FRAMING. +1► a i 32' MIN., 60" MAX. WIDTH BY G' -8" HEIGHT DOOR, LOCATION MAY VARY. 50' -O" MAXIMUM BUILDING LENGTH NOTES; • ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. Typical floor Plan SCALE: 1 /4 "— I' -O' Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 29682 • Phone:864.6464680 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 165 m.p.h. \i Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Nodular Ilsikl)ne PI Designed By: Project No. O.R.H. 12E74224 - SWMI65D chard t" Bullock Examiner Florida CertfllCale "APPROVED" DOCUMENT\ 10 /ao /ta /� Checked By: Date: C.L.A. 1W20/12 i _\r Sheet Number: S1.1 2 of 7 SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 125 psf Live Load (3 Skid) Width Joist Size &Spacing A B Width Joist Size &Spacing A B 6' -O" 2x4's @ 16" O.C., Max. 15" 42" 6' -0" 2x4's @ 16" O.C., Max. 12" 24" 8' -0" 2x6's @ 16" O.C., Max. 18" 60" 8' -0" 2x6's @ 16" O.C., Max. 16" 32" 10' -0" 2x6's @ 16" O.C., Max. 24" 72" 10' -O" 2x6's @ 16" O.C., Max. 20" 40" 11' -0" 2x6's @ 16" O.C., Max. 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22" 44" 11' -8" 2x6's @ 16" O.C., Max. 28" 84" 11' -8" 2x6's @ 16" O.C., Max. 24" 46" 13' -0" 2x8's @ 16" O.C., Max. 36" 84" 13'-0 2x8's @ 16" O.C., Max. 26" 52" 13' -8" 2x8's @ 16" O.C., Max. 40" 84" 13' -8" 2x8's @ 16" O.C., Max. 28" 56" NOTES: • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTHERWISE SPECIFIED. • ALL SKIDS ARE P.T. -4x6 5.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 • 6' -O" WIDE UNITS MAY USE 2x4 S.Y.P. #3 JOISTS • ALL JOISTS ARE TO BE P.T. - S.Y.P. #2 7--P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. SEE- 507001 E JOIST 512E P.T. -4x6 S.Y.P. #2 or (2)- P.T. -2x6 5.Y.P. #2 SKIDS 50'-0° MAXIMUM BUILDING LENGTH L4' -0" or 6' -0° Opt,ona1 Porch Typical 2 Skid Floor Framing Plan SCALE: I /4 ° =1' -O° SEE SCHEDULE FOR JOIST SIZE 'A" SEE SCHEDULE FOR JOIST SIZE `, 'A' 'A° /P.T. SIDE RAIL TO MATCH JOIST SIZE, SEE FRAMING SCHEDULE FOR SIZES. SEE SCHEDULE FOR GIST SIZE T P.T. -4x6 S.Y.P. #2 or (2)- P.T. -2x6 5.Y.P. #2 SKIDS 50` -0' MAXIMUM BUILDING LENGTH Typical 3 Skid Floor Framing Plan SCALE: 1 /4 ° =I' -0' ) Approval Stamps: PlanPta ,S/A0144g rd 1« Sullack Obtainer Florida CeefiOorle MUM ND! "APPROVED" DOCUMENT 4' -O" or 61-0' Optional Porch Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Vitae, S.C. 29682 • Phone:864446.9600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 165 m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 i Designed By: O.R.H. Project No. 12EN224 - SWMI65D Checked By: Date: C.L.A. 10/20/12 i Sheet Number: 51.2 3 of 7 SEE FRAMING SCHEDULE FOR JOIST SIZE SKIDS MAY BE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 SENCO K28 (OR EQUAL) NAILS AT 12" O.G., ROWS SHALL BE 1.5' FROM EDGE, STAGGER ROWS G° FOR (2)- P.T. - S.Y.P. -2x6's SKIDS, START PATTERN WITHIN G' OF EACH END OF SKID OTCH SKIDS I l/2'x I%2' FOR EACH FLOOR JOIST •R FRAMING DETAIL •- I -o SKIDS MAY BE P.T. -4x6 S.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 — ATTACH JOIST TO SKID WITH 5/1 G "x4' LAG SCREW OR (2) SIMPSON H -3 (OR EQUAL) AT EACH END OF JOIST, SEE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 gx4" LAG SCREWS [OR (4)- 0.131x4' GUN NAILS) AND A SIMPSON 11-3 [OR EQUALI AT EACH END OF JOIST. TYPICAL SKID TO T CONNECTION DETAIL LE: ATTACH EACH STUD TO SOLE PLATE WITH (2) #1 0 SELF DRILUNG GRABBER SCREWS (I) INTO EACH FLANGE. 3%" - 20ea. METAL WALL STUDS SEE PLAN VIEW FOR SPACING - 20ga. METAL SOLE PLATE, CONTINOUS W/ 5/16°x4" LAGS AT 16' O.C., Max. P.T. 3/4' T4G FLOOR SHEATHING 2x4 BLOCKING BETWEE SKIDS, FASTEN W/ (2)-0. 1 20'x3" NAILS AT 1 2' O.C., STAGGERED. ■; s� it Ew I liU Ill ►11 Alit _J 2x BLOCKING BETWEEN L. SKIDS, FASTEN TO END JOIST W/ (3)- 0.120'x3° I NAILS AT 12' O.C. EACH1 SIDE, STAGGERED. END JOIST FRAMING DETAIL CAtE: l.5'= I -o' P.7. 4x6 S.Y.P. #2 SKIDS (2)-P.T.-2x6 S.Y.P. #2 SKIDS I) Approval Stamps: 2" LAP SPLICE FASTENED WI (6) -5/ I G "x4" LAGS (OUTER FACE), (3)-5/16'5(4' LAGS (INNER FACE), (9) LAG SCREWS TOTAL. 3'x6" SPLICE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN EACH PLATE WI (5) -SENCO K28 (OR EQUAL) NAILS EACH SIDE. TYPICAL SKID SPLICING DETAIL, 5CAl - • 314 ...I.-0' !Florida on -acme g NOl "APPROVED" DOCUMENT /0 paha Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Sipe, S.C. 29682 - Pbone:864.646 -7400 — / These Plans Were Designed In Accordance with the 2010 Florida Building Code for a Wind Speed of 165 m.p.h. / Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: O.R.H. Project No. 12EN224 - SWM165D Checked By: ` Date: C.L.A. 10/20/12 Sheet Number: S1.3 4 of 7 ROOF FRAMING SCHEDULE Wall Framing at 24" o.c., Max. Width Rafter and Brace Size and Spacing: 6' -0" ASIS SSMA S 350S162 -54 @ 24" O.C. Max. 8' -0" ASIS SSMA S 350S162 -54 @ 24" O.C. Max. 10' -0" ASIS SSMA S 3505162 -54 @ 24" O.C. Max. 11' -0" ASIS SSMA S 3505162 -54 @ 24" O.C. Max. 11' -8" ASIS SSMA S 3505162 -54 @ 24" O.C. Max. 13' -0" ASIS SSMA_S 3505162 -54 @ 24" O.C. Max. 13' -8" ASIS SSMA_S 350S162 -54 @ 24" O.C. Max. VARIES, 6' -0° to 13'-8° SCHEDULE AND ROOF FRAMING NOTES: • ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL STUDS FOR. PROPER. LOAD TRANSFER AND STRAPPING. • ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1 503 AND 8318.6 • FASTENERS WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH UNDER. r3C 2304.9.1 AND TABLE 2304.9. I UNLESS OTHERWISE SPECIFIED. • RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND" OR 'VAULTED' STYLE WITH A MAXIMUM GABLE END OF 30-0" AND SIDE WALLS THAT VARY G'-0' TO 13' -8" OR THE LONG DIRECTION "STANDARD' WITH GABLE ENDS THAT VARY 6' -0' TO 13'-8' WITH A MAXIMUM SIDE WALL LENGTH OF 50-0". • ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX I 0 -16x I TEY.S PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Man SCALE: I /4 " =1'-O" Approval Stamps: 3Y2" 20oa. METAL RAFTERS AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER. BRACING TO MATCH RAFTER SIZE AND GRADE, SPACED AT 24" O.C., Max., A MINIMUM OF 4 SECTIONS OF BRACING ARE REQUIRED FOR ANY SPANS ABOVE I I'-8" 1 NDI "APPROVED' DOCUMENT i Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Milo, S.0 29682 • PLono :864..646 -7600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I G5 m.p.h. 1 i Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: - Project No. 12EN224 - (113-1L SWMI65D Checked By Date: C.L.A. 10/20/12 1 Sheet Number: S1.4 5 of 7 I 1 t "Ill Standard 1 Riiage• .. - - -- -- = - — _ __. -..- -- ...._ • 0- —. 50' -0" MAXIMUM BUILDING LENGTH - 30' -0" MAX. FOR VAULTED ROOF Typical Roof Framing Man SCALE: I /4 " =1'-O" Approval Stamps: 3Y2" 20oa. METAL RAFTERS AND BRACING, SPACED AT 24" O.C., MAX. LINE UP RAFTERS TO LAND ON WALL STUDS FOR LOAD TRANSFER. BRACING TO MATCH RAFTER SIZE AND GRADE, SPACED AT 24" O.C., Max., A MINIMUM OF 4 SECTIONS OF BRACING ARE REQUIRED FOR ANY SPANS ABOVE I I'-8" 1 NDI "APPROVED' DOCUMENT i Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Milo, S.0 29682 • PLono :864..646 -7600 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of I G5 m.p.h. 1 i Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 Designed By: - Project No. 12EN224 - (113-1L SWMI65D Checked By Date: C.L.A. 10/20/12 1 Sheet Number: S1.4 5 of 7 2 I /2" x I /2" CORRUGATED ROOF PANELS FASTENED WITH I/4'- 14x3/4" HWt1 TRAXX/ I AT G' O.C. OPT. 7' -0" OR 8'-0" 5EE ROOF FRAMING SCHEDULE FOR RAFTERS 5EE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS SEE 51.2 FOR SKID AND FLOOR FRAMING 'z -20ga. METAL COLLAR. TIE, 4'-0° LONG, ATTACH WI (2) #10 SELF DRILLNG GRABBER SCREWS EACH SIDE /e,/--1/2°-20/3a. METAL STUDS SPACED AT 24' O.C. MAX. VARIES, 6' -O" to 13'-8' Typical frame Section SCALE: 1 /4" =1' -O' 3X' ' -20ga. METAL BRACE AT 3'-0' ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE — 2 1/2' x 1 /2' CORRUGATED PANELS (FASTENED WI #5 x I )/2' WOOD SCREW AT 6" O.C. (OR. EQUAL) SEE ROOF FRAMING SCHEDULE FOR. RAFTER. AND BRACING SIZES AND SPACING 3112' -2O1a. METAL STUDS SPACED AT 24" O.C. MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- I Gx I TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. Approval Stamps:. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10 -I6x 1 TEK5 PANHEAD SCREWS WITH #3 DRILL POINT AT 6" O.C. 5EE ROOF FRAMING SCHEDULE FOR RAFTER. AND BRACING SIZES AND SPACING 3%2' -toga. METAL STUDS SPACED AT 24' O.C. MAX. VE- ANG OPTION DETAIL, SCALE: 4'= I '-0• NDI "APPROVED" DOCUMENT 10 /ac /ta ,e \ \ Sheet Number: S1.5 6 of 7 These Plans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 165 m, p.h. Single Wide Metal Master Plan Designed By: �2 21 a °�' sWivilb5D 11::,31 " C" Ielirj 1,_ 'i" Haney Associates, Inc. >) En ineerin 84 Construction Planning �P. b. soz3A8,Slz+tUe,sc29682- Phone:BW 63b7608 Lark Builders 409 Dixon Street Vidalia, GA 30474 Checked By Date: c.�.A. 10/20/12 3,Y2' METAL BRACE AT 3'-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD WI (2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 3%' METAL BRACE AT 3-0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE d VARIES, G'-O' to 13'-8" End Wall framing Option SCALE: I /4°=11-0" 2-1/2" x I/2" CORRUGATED ROOF PANELS FASTENED WITH 1/4 " -14x 3/4" HWH TRAXX/ I AT G" O.C. 2 - 20ga. METAL BRACING, ATTACH EACH END TO STUDS W/ (2) # I 0 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE [NOTE THAT TH15 BRACING IS REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNERII SEE 51.2 FOR STUD AND FLOOR FRAMING WALL OPENING FOR SIDE WALLS ARE TO BE FRAMED SIMILAR TO THOSE SHOWN HERE FOR ENDWALLS VARIES, G' -O" to 13'-8` End Wall Framing Option SCALE: 1/4"=-1'-0" 2-1/2" x 1/2° CORRUGATED ROOF PANELS FASTENED WITH 1/4 " -14 x 3/4" HWH TRAXX/1 AT 6' O.C. 3V2" - 20ga. METAL BRACING, ATTACH EACH END TO STUDS WI (2) #10 SELF DRILLING GRABBER SCREWS, (I) INTO EACH FLANGE [NOTE THAT THIS BRACING I5 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER)] SEE 51.2 FOR SKID AND FLOOR FRAMING End Wall Framing Option SCALE: 1/4"= I'-O' 3J2" METAL BRACE AT 3' -0" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #10 SELF DRILLING GRABBER SCREWS, (I ) INTO EACH FLANGE VARIES, 6'-O" to 13'-8' End Wall Framing Option SCALE; 1/4 °= I'-O' Approval Stamps: owe / 4 ! AFAreyed aq Modular Bnliding P1 3y' METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) #10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT THIS BRACING 15 REQUIRED ON SIDE WALLS AS WELL (BOTH SIDES OF EACH CORNER) plan No. SLIM I&SI� rant L. Rubel aicminer Markle CArtlecrie NDN "APPROVED" DOCUMENT to /ac/Ia Haney Associates, Inc. Engineering & Construction Planning P.O. Box 348, Six Mile, S.C. 24682 - Phone:864.64611600 These Flans Were Designed in Accordance with the 2010 Florida Building Code for a Wind Speed of 165 m.p.h. Single Wide Metal Master Plan Lark Builders 409 Dixon Street Vidalia, GA 30474 i i Designed By: Project No. O.R.H. 12EN224 - SWM165D Checked By: C.L.A. Date: 10/20/12 Sheet Number: S1.6 7 of 7