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RC-11-1284Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 163598 Permit Number: RC -7 -11 -1284 Scheduled Inspection Date: August 23, 2011 Inspector: Bruhn, Norman Owner: EMERSON, EDITH TYLER Job Address: 284 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number (305)310 -9607 Parcel Number 1132060134710 Building Department Comments 120 SQFT SHED Passed ��� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 162099. August 22, 2011 For Inspections please call: (305)762 -4949 Page 21 of 29 f 1/1 - 017, 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 FBC 20 JUL 1 RETQs Permit l I am Master Permit No. Permit Type UII DING ROOFING Jam.. OWNER: < N a m n e ( F e e S i m p l e Titleholder): f. T ['I&V v v 1 e / % o v i - Dore» g 505 31 Q9' O (c) r N 102c1 6T City: M l a/YVl t S dora- State: Ez- Zip: 65138 1S£5' Tenant/Lessee Name: Phone #: Email: eta -AR '% WF 1 c �S City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: 3/ s7 Is the Building Historically Designated: Yes NO Flood Zone: NTRAGTIS? Company Name: 6//it-Pc Phone#: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: LAValue of Work for this Permit: $ .2/9 Square/Linear Footage of Work: 120 ft Type of Work: DAddition UAlteration pslew esuipt on of Jul v -1-a —Z it%IIiJ a4I.I- S{''c-d ORepair/Replace DDemolition **** *** * *** ** ****** * * * *********** * ***** Fees ` ` ** ** **** **** ***+ x+ x***x : **** ******+x*+x+x** *** Submittal Fee $ SO QC) Permit Fee $ JJ2 o a CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ l'"' l J ° 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 ELECTRICAL 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. OwilorprAwnt The foregoing instrument was ac ]edged before me this Signature tt r A The foregoing instrument was acknowledged before me this day of , 20 by 'V ti` ; day of , 20 _, by who is personally known to me or who has produced / who is personally known to me or who has produced as identification and who did take an oath. OTAii1*(1r-KPIEntiC.. � As identification and who did take an oath. NZTARX FUUtre: Sign: Print: My Commission Expires: AZ P�•..0pire ;'-!� 03/05/2012 NOTARY PUBLIC _= Commission # **** a��x+ x�xx��x�x�x�x�x�x�x *+xx�x�** **** ** �+ `� ����}�''�` '�"� u:********** * ********* ***** ** *x ***** **** **** ************ ' ' F F 1- 'plans Examiner ` 7( Zoning Sign: Print: My Commission Expires: APPROVED BY Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Clerk RCA -easy 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 41 1--V 1 e/r - D56dri DATE: - f f L Doss: ? i-f tJE loZAd ccsf Plaxv(4'Skao----Q. g5is y 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 ,-,d 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 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. ] Initial ,..e--/t2.41 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 -e✓/ 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 -et 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an 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 04� 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 govem 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 .�.�0 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 850487.1395 or http : / /www.myfloridalicense.com /dbpr /pro /cilb /index.html Initial 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: 724 ma tozai Initial -Q- 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 -a.1 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 1B day of <TULI , 20, (1 111, —01/4..Yreffit°1 ByD■ who was personally known to me or who has Produced there License or aidd, as4'4° • 0fi6/2012 • tr 4 „Lia IN:714! 1011 # , ,./A 00165901 ° ''t. .siz 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -7 -11 -1284 Issue Date: Not Issued Expires:NOt Issued Folio Number:1132060134710 Owner's Name: EDITH TYLER EMERSON Job Address: 284 102 Street Miami Shores, FL 33138- Owner's Phone: (305)310 -9607 Total Square Feet: 120 Total Job Valuation: $ 1,000.00 Contractor(s) HOME OWNER Phone Primary Contractor Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 7/18/2011: Yes Comments: Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ?C-1 1 —. 1 g� DATE: Zcl 1 I .F__61('-f k Tr(w Ekliorgor ❑ Contractor /Owner o Architect Picked up 2 sets of plans and (other) Address: 2E-cf From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Ack by PERMIT CLERK INITIAL: RESUBMITTED DATE: CLERK INITIAL: ,J( ,— TAI Permit No: 11 -1284 Job Name: July 21, 2011 Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Plans must be approved by HRS for the septic system. 2) The plans must be marked to show the components you will be using.The plans include several options; please indicate what you are proposing (windows and door location). Note: No electric is permitted. Plan review is not complete, when all items above are corrected, we will doa 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. Norman Bruhn CBO 305 - 795 -2204 0:40,q1 07#ze&m ejf-efee.z,/ ,//4d•See7,:eder7//v?-e-- h'r fi 7mzy e47?-7c44,-7.J -gas 64. (ALA° ec9,241 044z .e,e6e-ri-ai rizm it.on ake . mil 4-at. le,o-de_ -64e,"2 (-217166-4-6- 2-Vf ge- OZA,st gioee.,5 f?_ 33( MVIlarni Shores Village ZONING DEPT BLDG IEP T i CC rr SUBJECT TO COMPLIAN E H ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 55fliN.W.70I Si r`atr. SU{TEZU2 ea05)26Pahl asaa� • njcf /. LAND SURVEYORS BOUNDARY SURVEY Scale 1 X18 T=d9�. 41 4. fllF ` 0 (k J % \' % , h % 41''{ ot- 4- /92Us s O f A. •• Lo7 2 eeoe . . • • • e • x'444-4.#1•9 • • G• • L." Kegr 61.37' /75 Zo9� Maa U1111 11 S-ED 10 ST NOTE: INSTALL ANCHORS PER MANUFACTURER'S REQUIREMENTS Details for Concrete Installations' 3/1 G" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1550 (OR EQUIVALENT), TIGHTEN TO 500 LDS 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. 3/ 16" GALVANIZED CABLE DOWN ENGINEERING #51550 (OR EQUIV TIGHTEN TO 500 LDS OF USE (3)-3/1 0" GALVAN TIE DOWN ENGIN #53800 (0 • (2) - SIMPSON "1-13" @ 14" O.C. (I 30mph) OR "55114" @ 1 0" O.C. (1 50mph) AND (1) I /2 "x4" LAG BOLT THRU BASE PLATE 5/8" DIA. THRU BOLT WITH 2" WASHER, A449 GALVANIZED OR EQUIVALENT Revision Date: Notes: 01/22/201 I Plan Update With Detail Updates I I O MPH WIND ZOND: 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HELIX (MODEL #59000) FOR SOIL CLASS 3 130 AND 150 MPH WIND ZONE: 5/8" DIA. X 48" GROUND ANCHOR WITH SINGLE 0" HELIX (MODEL #59005) FOR SOIL CLASS 3 (SEE CHART FOR QUANTITY) ry Block Installations (2) - SIMPSON "1-13" @ 14" O.C. (I 30mph) OR '55114" @ 1 0" O.C. (1 50mph) AND (1) 1 /2 "x4" LAG BOLT THRU BASE PLATE /8" DIA. THRU BOLT WITH 2' WASHER, A449 GALVANIZED OR EQUIVALENT I IOMP I /2" DIA. X 30" GR WITH S (MODEL #59055) FOR 130 AND 150 MP 5/8" DIA. X 40" GRO WITH 51 (MODEL #59060) FOR 5 (SEE CHART FO WIND ZOND: ND ANCHOR GLE 4" HELIX OIL CLASS 2 WIND ZONE : D ANCHOR LE 6" HELIX IL CLASS 3 QUANTITY) GENERAL NOTES I. DESIGN FOR MIN 2,500 P5I 2. ALL HELIX ANCHORS MUST MEET .,L vuD OF 3,150 lbs. AND ULTIMATE LOAD OF 4,725 lbs.; ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 3. CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY FAMILIARIZE THEMSELF WITH EXISTING CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HELICAL ANCHORS. 4. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12" OF CORNER 5. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. G. THE ANCHOR MUST BE IN THE SITE SOIL CLASS IN WHICH THE LOAD REQUIREMENTS WERE SET. 7. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2" X 30" GROUND ANCHOR WITH SINGLE 4" HELIX OR 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0 HEUX 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2" X 30" ANCHOR = 500 FT . LB. 9. TESTED SOIL CAPACITY FOR TIE DOWN 5/8" X 40" ANCHOR = 375 FT. LB 10. 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 1 I . MAXIMUM STRUCTURE HEIGHT IS 12 FEET 12. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED DESIGN PARAMETERS 1. WIND DESIGN PER ASCE 7-05 2. DESIGN WIND SPEED -1 I OMPH - 13.,: ,:. -150 MPH 3. WIND EXPOSURE CATEGORY: _� 4. WIND IMPORTANCE FACTOR: . b .15 5. ENCLOSURE CLASSIFICATION: ENCLOSED 6. DESIGN MEETS INTERNATIONAL BUILDING CODE 2000 $ FLORIDA BUILDING CODE 2007 $ 2009 SUPPPLEMENTS TO FLORIDA BUILDING CODE 2007 SOIL CLASS DESCRIPTIONS: SOIL CLASS 2 - VERY DENSE AND OR CEMENTED SANDS, COARSE GRAVEL, COBBLES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 550 +Ibs -in SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 550112s -m I I O MPH WIND ZOND- 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE 0" HEUX (MODEL #59000) FOR 501L CLASS 3 130 AND 150 MPH WIND ZONE - 5/8" DIA. X 48" GROUND ANCHOR WITH SINGLE 0" HEUX (MODEL #59005) FOR SOIL CLASS 3 (5E5 CHART FOR QUANTITY) ANCHOR CHART: 2x0 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. 2x0 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. SEE ANCHOR CHART NOTE FOR NUMBER OF BLOCKS NOTE: NUMBER OF ANCHORS IN BOXED AREAS BELOW REQUIRE DOUBLE BLOCKING FOR THRU BOLT CONNECTIONS. , ALL. OTHERS REQUIRE SINGLE BLOCKING MOCK 110 MW 150 MW 150 Mr1-1 5UI1,I2N.6 SPACING WIf7rH I.I-N61H (MAX) # FLOCK5 9(1175 ( # Af.ICkiOr6 EACH 51!i 6 6 B B B 8 10 7' -6" 4 12 7' -6" 4 8 7' -6" 4 10 7' -6" 4 12 7' -6" 6 14 l'-6" 6 16 7' -6" 6 7'-O" 4 T-0" 6 7' -0" 6 16 7' -0" 6 20 7' -0" 8 24 7'-0" 10 30 7'-0" 12 12 6' -6" 6 14 6' -6" 6 16 6'-6" 6 20 6' -6" 8 24 6'-6" 10 30 6' -6" 12 36 6' -6" 14 40 6'-6" 16 44 6' -6" 16 50 6' -6" 18 14 6' -6" 12 16 6' -6" 12 20 6' -6" 16 24 6' -6" 20 50 6' -6" 24 36 6'-6" 28 40 6'-6" 32 44 6'-6" 32 50 6' -6" 36 10 10 10 0 12 12 12. 2 12 12 12 2 12 2 14 14 4 4 4 14 14 4 14 7 7 2 2 '2 2 2 2 7 7 7 7 7 2 7 7 7 7 4 4 4 4 4 4 4 4 4 2 7 7 2 7 3 3 7 3 3 3 4 5 3 3 4 5 6 7 7 8 3 3 3 4 5 6 7 7 8 w l.11 1,3 ,a 3 3 3 4 5 3 3 3 4 5 6 7 8 3 3 3 4 6 7 8 4 4 6 8 4 DESIGN FOR: LARK BUILDERS 409 DICKSON STREET VIDALIA, GA. 30474 PROJECT NUMBER - OGEN224A DATE: January 22nd, 201 I Sheet I of I ,1.•11.•••■ x•••11■ lopm Haney Associates, Inc. Engineering & Construction PlanniiLg 100 Vance Street, Sub 08, Pendleton, S.G 29670 - Phone: 864 - 646-7600 Fes 864-646-7999 NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES STATE OF FLDJIIPA DEPARTMENT OF COMMUNITY AFFAIRS 'Dedicated to reeking Florida a better place to call home" CHARLIE CRAY TNOA *$ 0.'Pt huw Glamor October 19,2010 Robert Moors Larrc Builders, lnc. PO Drawer 029 YOWL GA. 30475 RE: Mono sourer CertMcation, ID MFT 114; Expiration Date December 16, 2013 Robert Moore. It Is my pese+ae b Worm you that Lark &Adam Ind, located at 409 Mai Skeet PO Drawn 629 Vidalia, GA 30475, has been approved raider the Manufedured Buildings Penrose, as Provided far under Chapter 553, Pant. Florida Statue, to maradocture Manufactured Buildings for iron In Florida. Construction or modincallon on a manufactured bending cannot begin until 6s Third Patty Agency has approved Via plans kr aaeor linos with the current Raids Mk*. Coda. Your T1* d Pam Agency is a contactor for the Department and has staadory authorityand responsibeless that must be met to maintain approved statue. You may expect and demand gueNty plans review ad inepections. Each Code change we make your plans obsolete until they been mimed. approved and theca ad id the corer she of the panel for =topiaries wire is cods by your Third party Pgency for plats Fades. Phasic ensure Mat your plats are in coastlines and am mops* pa ltd art ouravalltaNe. Al ttireltllld Itslehten boost are stbjeate ths kraal autwi gr hawing judacklion. This Oeps imam% contractor ma maks unannounced vices at least once a year. You neat grant complete awes to your msrtutICtatnp aldlk and records to nsbttaio In compliance with the Ades and rrgula99aa of this pua0raua. Your aer1M1taIon Is approwsd for three yeas tiara this data. You w* roculvs a veneer! Hodes by Em1 generated by the 5013 ter antes renewal. If you have air gussets you may contact me at 550•410-1560 or our FAX at800414443B. • Flees vlaf our waxily at isystagddakelligag to sae valuable information an the Rcdde Momdacttaed &Mews Propranr. A copy of this leer neat s000mpamhr appetations for beat buildfg vamp. cm National Design and I ra, Inc. 21113 0/SUMARO OAK BOULEVARD • TALLAHASSEE. FL 3239A -2105 850- 450 -$466 tin • 860.921.07dt (1) • Wsbihts: vflowelles.slatts tt_a• • 04•111YrlhtwANM 111041.2SMI N MIN4304111 • MAI ARCO aNMOwOaT tesaWM aweh qOA • • NOUSIIS/e16COMMYOIRTIN ll+ONaeR es~wwram aaan e • jute Approved By, Modular Build' l 1.ARK 15U11..DERS 40ci DIXON STREET VIDALIA, GEORGIA 30414 MASTER PLAN METAL SHED PLANS - 150 MPH SITE INS r4 1 ED ITEMS NOTE THAT THIS LIST DOES NOT NECESSARILY - LIMI1 THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION APPROVAL. 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. 1 SHEET INDEX SHEET NUMBER SHEET TITLE G -I DOVER SHEET G -2 NOTES A -I FLOOR PLAN A-2 FLOOR FRAMING PLANS A -3 ROOF FRAMING PLANS A-4 STANDARD ELEVATIONS A -5 TURNAROUND ELEVATIONS A -6 STANDARD WALL SECTIONS ON SKIDS A -1 STANDARD WALL SECTIONS ON CONCRETE A -8 TURNAROUND WALL SECTIONS ON SKIDS - A-q TURNAROUND WALL SECTIONS ON CONCRETE A -IO SECTIONS AND ANCHORING DETAILS A -II DETAILS A -I2 DETAILS A -I3 DETAILS A -I4 DETAILS A -I5 DETAILS DESIGN CRITER A (HIP -GABLE ROOF) I. WIND VELOCITY 150 M.P.H. 2. WIND IMPORTANCE FACTOR 0.77 3. BUILDING "CATEGORY 4. WIND EXPOSURE G 5. INT. PRESSURE COEFFICIENT ± 0.18 b. ENCLOSURE CLASSIFICATION ENCLOSED 1. BASED ON HEIGHT 8 1-tt 1 D. OVERHANG YES 1. COMPONENTS AND CLADDING - ROOF LOAD (ZONE #I) - ROOF LOAD (ZONE *2) - ROOF LOAD (ZONE #3) - WALL LOAD (ZONE *4) - WALL LOAD (ZONE *5) 10. FLOOR DESIGN LIVE LOAD FLOOR DESIGN DEAD LOAD II. ROOF DESIGN LIVE LOAD -33.3 PSF -53.5 P5F -81.1 PSF -40.1 PSF -503 PSF 15/125 PSF 10 P5F 20 PSF ROOF DESIGN DEAD LOAD 5 PSF 12. WALL DESIGN DEAD LOAD 5.PSF 13. CONSTRUCTION TYPE B 14. BUILDING OCCUPANCY = UTILITY SHED 15. FIRE RATING EXT. WALLS 0 I6. ALLOWABLE NUMBER OF FLOORS 11. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES AND ALL THERE AMENDMENTS: - FLORIDA BUILDING CODE - 2001 - FLORIDA .MECHANICAL CODE - 2001 - FLORIDA PLUMBING CODE - 2007 - FLORIDA ACCESSIBILITY CODE = 2001 - FLORIDA EXISTING BUILDING CODE - 2001 - FLORIDA FUEL AND GAS CODE - 2007 - FLORIDA FIRE PREVENTION G017P - 2001 - NATIONAL ELECTRIC CODE:' -.- 2008 - NFPA 101 LIFE SAFTEY CODE - 2006 AREA FOR APPROvAL STAMPS l//t5- Plan No. 7r� -c 3L e Richard L. Bullock Plans Examiner Florida Certificate ,S Working as span i'oi Oda Them Peels mar t.* the ekerneesturee 9Lr AN and adootaO Codes at dative, le fife tofiniMnrola COostrocrfoa O --3— ANowevie # Wiino **or Ant Raring at Eat Wald _..�_ -'003L Ado*: new toad 2f Approvat t2'kre aunt tali, APPmV, aI �a�eMtt�ks *tee NW Front the 'equipments et State La N Laura REV BY • DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE AITH THE 2001 FLORIDA BUILDING CODE 1^4ITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CAIRDUJEL.L., P.E., P.1_.S. ALABAMA# 14461 GEORGIA# 14241 FLORIDA* 15607 INDIANA# 20338 LOUISIANA* 20548 MISSISSIPPI* 8125 N. CAROLINA# 11108 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLORIDA 33771 VOICE: 727 - 524 -1105 FAX: 721- 524 -1211 . TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 409 DIXON STREET VIDALIA, GEORGIA 30474 (800) 84I -7844 COVER SHEET THIS DRAINING IS NOT VALID UNLESS SIGNED IN PURPLE INK. 3- r>s -a7 DATE: DRAWN BY: CHECKED BY: SCALE: W.O. NO: - JDA F5C AS NOTED 485 -003L • i 3/2009 2:31:20 PM GENERAL NOTES I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 200-7 EDITION OF THE FLORIDA BUILDING GODE (F.B.G.). WITH THE 2004 SUPPLEMENTS WIND LOADING DESIGNED IN ACCORDANCE WITH ASGE-1-05. . 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. OUTSIDE OVERALL DIMENSIONS GAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLOWS. FLOOR JOISTS 2x4 S.Y.P *2 OR S.Y.P. *3 12% TO 15% MOISTURE CONTENT 2x6 S.Y.P *2 OR S.Y.P. *3 12% TO 15% MOISTURE CONTENT 6. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED SKIDS, FLOOR JOIST AND %' T 8 & PLY WOOD FLOOR DECKING. 1. RAFTER DESIGNED TO SUPPORT D.L. + LL. = 30 PSF. S. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WA I tR FACILITIES WHEN NOT SHOWN ON FLOOR PLAN. 4. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED AND SUBJECT TO LOCAL J{JRISDIGTION APPROVAL. 10. ALL ELECTRICAL, H.V.A.G., ETC. SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE GODES AND REGULATIONS. II. SEISMIC PERFORMANCE EXPOSURE GROUP I. CATEGORY - A. 12. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE GODES. 13. BUILDING 15 CLASSIFIED AS UTILTIY ILD. 75/125 P.S.F. FLOOR LIVE LOAD. (NOT FOR HABITATION) 14. ALL METAL STUDS TO BE 20 GAUGE STEEL (MIN .). 15. ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 P51 MINIMUM YIELD STRENGTH. 16. ROOF SLOPE SHALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURERS RECOMMENDATIONS. I7. ROOF ALTERNATE : 0.014" ALUMINUM OVER PLYWOOD SHEATHING MAY BE USED AS A METAL ROOF. 18. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLES OVER 5/8" PLYWOOD WITH 2 LAYERS OF 15 LB. FELT. I4. FOR ROOFS WITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1501.2.8 OF F.B.G. 2007. 20. GALVANIZED STAINLESS STFFI , ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE (0.015 INCHES) SHANKS WITH A MINIMUM %" DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING %" OR THROUGH THE THICKNESS OF THE SHEATHING. 21. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MASA ALUMINUM, 4" LAP ALUMINUM, 5/8" P.T. TI -II SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" STUCCO ON 5/8" DENSE GLASS GOLD. 22. ALL DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT USE OF A KEY. 23. DOOR SHALL BE 2 1/4" x II/16" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. 24. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS,. 60" x 12" 30" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, A MAY VARY. 25. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY AND LOCATION MAY VARY. 26. ALL GLAZING WITHIN A 24" ARCH OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 6 THE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYL ELECTRICAL NOTES I. WHEN AIR CONDITIONING 15 INSTAL I FD IN THIS BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND ELEGTRIGAL CONTRACTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAG 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 15 TO BE GROUNDED TO MINIMUM IO'-O" COPPER GLAD EARTH DRIVEN ROD_ WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. 6. ALL FI FGTRIGAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL GORE (NEC), LIFE SAFETY CODE (NFPA 101), LATEST EDITIONS. 7. HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DTSCONNEGTS ADJACENT. TO THE EQUIPMENT SERVED..A UNIT SWITCH - WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAC EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS _ ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEG. II0-4 OF THE NEC BY A LOCAL Fl FGTRIGAL CONSULTANT. 4. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUB.4fr TO LOCAL JURISDICTION APPROVAL. '� ,•� 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE *12 THHN SOLI f II. ALL ELECTRICAL OUTLETS SHALL BE GFGI IN ACCORDANGE4fi e ARTICLE I2I0.8(A)(2) NEG -08. STRUCTURAL NOTES: *:P rati •• . I. ROOF ASSEMBLY TO BE 3)Q' METAL STUDS AT 24" O.G.. WALL 51113 TO BE 3 1/2" METAL STUDS AT 24" O.G. TO 46" HEIGHT 2. FLOOR DECKING TO BE 5/6" OR 3/4" PLYWOOD, EXTERIOR &R' rk APPROVED FOR 24" O.G. SPACING (SEE FLOOR FRAMING ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL Bl TQ S DIPPED GALVANIZED FASTENERS. ; OF SIDING TO BE 2 1/2" x 1/2" CORRUGATED PANELS .014; * NO IGKNESS, AND STANDARD PANEL ACCESSORIES. WALL 50 I~ ,T�9 E 2 I /2" x 1/2" CORRUGATED, STEP DOWN PANELS , OR D^"°{ = rnh ANELS .011" THICKNESS AND STANDARD PANEL ACCESSORIES. •,t S. F THESE PLANS MERE DESIGNED IN ACCORDANCE WITH THE 2001 .M EC S. CARDWELL, P.M., P.L.S. ALABAMA* 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33771 VOICE: 127 - 524 -1905 FAX: 727- 524 -1244 , MISSISSIPPI* 8425 N. CAROLINA* 11108 TEXAS* 54100 AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT 3'1116 / Plan No, 46 0 63 ved Richard L.13uu11 .._ Building Plans Examiner Florida Certificate SNIVEL K?I1AU AL . s 11108 *; REV BY DATE �► =- DESCRIPTION WING CODE WITH THE 20041 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. LARK BUILDERS METAL SHED PLANS - 150 MPH 409 DIXON STREET VIDALIA, GEORGIA 30414 1800) 84I -1844 NOTES THIS DRAINING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. • DATE: 3/3/04 DRAWN BY: JDA GI•ECKED 13Y: FSG SCALE: AS NOTED W.O. NO: 485 -003L SHEET c -2 2 OF I7 1 /3/2009 2:31:25 PM NOTE: ALL FI FCTRIGAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. G \STERN' O NO. 14241 PROFESSIONAL r Ik/VG CPA; 6' -O" TO 50' -O" QUO G�STF ��a�► NO.8925 = ', PROFESSKML4L: i WINDOWS HEIGHT MAY VARY WINDOW LOCATION AND QUANTITIES MAY VARY AND ARE OPTIONAL 3 I /2" METAL WALL STUD (TYP) :LOOK PLAN SCALE: 1/4" = 11-0" 3 1/2" METAL BOTTOM PLATE (TYP) o- OPTIONAL ELECTRIC TO EACH UNIT. OWNER TO VERIFY LOCATIONS FIELD CONNECT FROM EXISTING POWER SOURCE TO UNIT. ti �.- 30" MINIMUM 60" MAXIMUM 61-0" HE4GHT DOOR LOCATION MAY VARY. 0 U • • 11 • f • AREA FOR APPROVAL STAMPS ND1 "APPROVED DOCUMENT Date -3///16 y Plan No. ti$s -eO3L Approved By R A.c�G0 Richard L. Bullock Modular Building Plane Examiner Florida Certificate SMP REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. GpiAIRDLUEL.I.., P.M., PJ...S. ELECTRICAL SYMBOLS 9 DUPLEX RECEPTACLE 120V 10 CHECKED BY: INCANDESCENT LIGHT MISSISSIPPI* 8925 WITH I-60W BULB J JUNCTION BOX $ SWITCH WP WEATHERPROOF 4, .1-R SWITCH WITH RECEPTACLE OUTLET I2OV 14) NOTE: ALL FI FCTRIGAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. G \STERN' O NO. 14241 PROFESSIONAL r Ik/VG CPA; 6' -O" TO 50' -O" QUO G�STF ��a�► NO.8925 = ', PROFESSKML4L: i WINDOWS HEIGHT MAY VARY WINDOW LOCATION AND QUANTITIES MAY VARY AND ARE OPTIONAL 3 I /2" METAL WALL STUD (TYP) :LOOK PLAN SCALE: 1/4" = 11-0" 3 1/2" METAL BOTTOM PLATE (TYP) o- OPTIONAL ELECTRIC TO EACH UNIT. OWNER TO VERIFY LOCATIONS FIELD CONNECT FROM EXISTING POWER SOURCE TO UNIT. ti �.- 30" MINIMUM 60" MAXIMUM 61-0" HE4GHT DOOR LOCATION MAY VARY. 0 U • • 11 • f • AREA FOR APPROVAL STAMPS ND1 "APPROVED DOCUMENT Date -3///16 y Plan No. ti$s -eO3L Approved By R A.c�G0 Richard L. Bullock Modular Building Plane Examiner Florida Certificate SMP REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. GpiAIRDLUEL.I.., P.M., PJ...S. ALABAMA# 14461 GEORGIA* 14241 FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33171 VOICE: 721- 524 -1905 FAX: 721 - 5241211 • CHECKED BY: FSG MISSISSIPPI* 8925 AS NOTED N. CAROLINA* 11108 485 -003L , TEXAS* 54100 LARK BUILDERS METAL SHED PLANS -150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30414 1800) 84I -1844 FLOOR PLAN THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. $C0-4.06"4-del DATE: 3/3/09 DRAWN BY: JDA CHECKED BY: FSG SCALE: AS NOTED < W.O. NO: 485 -003L , • l SHEET 3 OF 17 c 1 2 . GARb tv 8925 *i 11, ,e O` litAkS SK I D LAYOUT "75 P5 WIDTH 6' -0" 8' -0" 10'-O" 11' -8" F LIVE LOAD SYP A 145" 6° 18" 28" JOISTS 2x4 AT I6" O.G. * 2x4 AT 16" O.G. ** 2x6 AT 16" O.G. ** 2x6 AT 16" O.G. #2 B 43" 84" S4" 84" 125 PSF LIVE LOAD SYP #2 WIDTH JOISTS B 6' -0" 2x4 AT 16" O.G. * 145" 43" 8' -0" 2x6 AT 16" O.G. 6" 84" 10'-O" 2x6 AT 16" O.G. I8" 84° 11'-8" 2x6 AT 16" O.G. 28" 84° * 6' -0" UN T MAY USE 2x4 SW *3 ** THESE UNITS MAY USE 2x6 SYP *3 A A 1 WIDTH 5/8" OR 3/4" PLYWOOD FLOORING (SEE CHART 2/A -2) SHALL BE SECURED TO EACH FLOOR JOIST W/ 6d NAILS AT 6" O.G. (TYP) CHART SCALE: N.T.5. 2x SIDE RAIL m 1�`- FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33771 Ig 2� 42q� CHECKED 5Y: FSG MISSISSIPPI* �VOICE: F f C N. LIIA#1110 485 -DO3L TEXAS* 54100 Q �r 1 \ ;rrr 11 WO. iitr .c �,,„, .„--_,..... var I1�„s . ;,--;:e,"----.7,,,,,,,e. 11 11,,, 1 mi,..0.1- ., .,,,,.,...- i=ce' �.u�� 1/11M AMY L AIL CONFIGURATION 2x BRACE BETWEEN SKIDS AT 2x FLOOR JOISTS SEE ± 14'-O° OR AT UNIT MIDPOINT CHART 2/A -2 FOR SIZES 6' -0" TO 50' -0" 0 dF= / FLOOR FRAM INCA c: 2 z N3 A -2 SGALE I /4" = I'-O" m Da AP M AREA FOR APPROVAL STAMPS ved By MDI ,, 1 ;OVEN DOCUMENT Si//o5 Plan No. 31 - - Richard L. Bullock . • ar Building Plans Examiner Florida Certificate *REV BY DATE DESCRIPTION THE5E PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. • - - FRED S. CARDWEL , P.E., P.1..S... ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33771 Ig 2� 42q� CHECKED 5Y: FSG MISSISSIPPI* �VOICE: F f C N. LIIA#1110 485 -DO3L TEXAS* 54100 LARK DUII.OERB METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841-1844 FLOOR FRAr 1IN4 PLAN THIS DRAYdINc7 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 3/3/0q DRAWN BY: JDA CHECKED 5Y: FSG SCALE: AS NOTED W.D. NO: 485 -DO3L SHEET 4 OF 11 3/3/2009 2:3 ROOF RAFTER TO TOP PLATE F14STENING WIDTH SPACING OF Y4 -14 x 3/4" HWH T1 AXX /I SCREWS 6' -0" 15" O.G. 8' -0" 15" O.G. I0' -0" 6" O.G. II'-8" 5" O.G. CHART SCALE: N.T.S. 3 1/2" METAL ROOF BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 15' -8" 2 1/2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10' 0.G �. 4, CA 'gpt++, .�O o�ESSio•`. ..+.h .‘ SEAL r' • 7� NO. 11108 =" • �++ c(` `4 -.• 91NE��'t�". ►,lit S c aRO- 2 I /2" x 1/2" CORRUGATED - ROOF COVERING #8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 3 1/2" METAL ROOF RAFTER ROOF FRAMING SCALE: I /4" = I'-U" 1 I I 2' -0" �' 2' -0" .% 3 1/2" MET �STF NO. 14241 PROFESSIONAL iti0,INE�Q.< CAVk " `4��a3sn�► g, C.Ati■Dii'a ' 1 NO 5925 PROFESSIONAL? #, 1y 09 ANG I Nee... -S ',,Op ....... S`` ALABAMA* 14484 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -1405 FAX: 121- 524 -I2gq CHECKED BY: F5G \ ) AS NOTED N. CAROLINA* 11108 ) , TEXAS* 54100 , Zo m f ( ( T T • n �`y V 3 1/2" METAL ROOF RAFTER ROOF FRAMING SCALE: I /4" = I'-U" 1 I I 2' -0" �' 2' -0" .% 3 1/2" MET �STF NO. 14241 PROFESSIONAL iti0,INE�Q.< CAVk " `4��a3sn�► g, C.Ati■Dii'a ' 1 NO 5925 PROFESSIONAL? #, 1y 09 ANG I Nee... -S ',,Op ....... S`` META I I V1/2 ROOF RAFTER ROOF 2' -0" % 2' -0" FRAMING SCALE: 1/4" = I'-O" AL ROOF BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AREA FOR APPROVAL STAMP°. ND1 n "APPROVED DOCUMENT /1 Cy Plan No. Date 141Proved BY Richard L Bullock Modular Building Plans Examiner Florida Certificate MME REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDWE1 1 , P.O., P.J_.S. ALABAMA* 14484 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -1405 FAX: 121- 524 -I2gq CHECKED BY: F5G \ ) AS NOTED N. CAROLINA* 11108 ) , TEXAS* 54100 , f ( ( T T ROOF RAFTER ROOF 2' -0" % 2' -0" FRAMING SCALE: 1/4" = I'-O" AL ROOF BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AREA FOR APPROVAL STAMP°. ND1 n "APPROVED DOCUMENT /1 Cy Plan No. Date 141Proved BY Richard L Bullock Modular Building Plans Examiner Florida Certificate MME REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CARDWE1 1 , P.O., P.J_.S. ALABAMA* 14484 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -1405 FAX: 121- 524 -I2gq CHECKED BY: F5G MISSISSIPPI* 8125 AS NOTED N. CAROLINA* 11108 485 -003L TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 c ROOF FRAMING PLANS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 3/3/01 DRAWN BY: JDA CHECKED BY: F5G SCALE: AS NOTED 1$1.0. NO 485 -003L SHEET .4 -3 5 OF II 3/3/2009 2:31:43 PM ALUMINUM BASE TRIM VARIES If ALUMINUM BASE TRIM 4x6 P.T. 5YP *2 SKID ELEVATION SCALE: 1/4" = 11-0" 2 1/2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING. GRABBER SCREWS AT 10" O.G. ¢1 N E 5 3t0./ +t + +► SEAL , NO. 11108 I*: IVPro.:34 -17 .or 2 1/2" x 1/2" CORRUGATED OR LAP SIDING WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER 2 1/2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 0 \O 4x6 P.T. SYP *2 SKID ALUMINUM DOOR SIZE AND LOCATION DETERMINED BY OWNER EJ.EVAT I ON SCALE: I/4" = SEE SHEET A -6 A-1 FOR SIDE AND ENDWALL SECTIONS ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER AREA POI? APPROVAL STAMPS 2 1/2" x 1/2" CORRUGATED 0 LAP SIDING WALL COVERING FASTENED 111TH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. NDI "APPROVED DOCUMENT 31816q! Plan No. 41,i-e:103 L' BY R 24.4. Richard L. Bullock Building Plans Rumbler Florida Certificate MEDIU REV BY DATE DESCRIPTION THESE PLANS HERE DESIGF!D IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200°1 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. . FRED S. CARDWEJ J_, P.E., P.1..S. ALABAMA* 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33771 VOICE: 727 - 524 -1905 FAX: 727- 524 -1249 4 MISSISSIPPI* 8425 N. CAROLINA* 11108 TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30474 000).841-7844 STANDARD ELEVATIONS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. •!`` d,,,,0041•421-P DATE: DRAk4I4 BY: CHECKED BY: SCALE: W.D. NO: 3/3 /Oci JPA FSG AS NOTED 485 -003L IHCET A -� 6 OF 17 ALUMINUM BASE TRIM ALUMINUM BASE TRIM 4x0 P.T. SKID 2 I /2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH #8 SELF DRILLING GRABBER SCREWS AT 100 D.G. 2 1/2" X I /2" CORRUGATED OR STEP DOWN WALL COVERING FASTENED WITH #8 SELF DRILLING GRABBER SGREW5 AT 12" O.G. STEEL DOOR SIZE AND LOCATION DETERMINED BY OWNER TURN AROUND ROOF E1 EVotiet I ON SCALE: 1/4" = 1' -0" 2 I/2" x I/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. L� 4x6 P.T. SKID TURN AROUND ROOF E1.EVAt I ON SCALE: 1/4" = ILO° ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER 2 1/2" x I /2" CORRUGATED OR STEP DOWN WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12° O.G. SEE SHEET A -S $ A-al FOR SIDE AND ENDWALL SECTIONS t • AREA FOR APPROVAL STAMPS tip tt "APP DYED DDCUMENT *idol No. S. —d d 3 L y Plan jproved By- Richard L. Bullock Certificate 9MP OQ'. iodular Building Plans Examiner Florida FSG MISSISSIPPI* 8925 AS NOTED N. CAROLINA* 11108 485 -003L • TEXAS* 54100 REV BY . DATE DESCRIPTION THESE PLANS ?ERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND &UST OF 150 MPH. FRED S. r/ARDLUE i.., P.M., P.L..S. ALABAMA* 14469 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG —A / UNIT *II LARGO, FLORIDA 33771 VOICE: 727 - 524 -10105 FAX: 727 - 524 -1299 • • FSG MISSISSIPPI* 8925 AS NOTED N. CAROLINA* 11108 485 -003L • TEXAS* 54100 LARK BUILDERS METAL SHED PLANS -130 MPH 409' DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -7844 TURNAROLN ELEVATIONS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 3/3/09 DRAWN BY: JDA CHECKED BY: FSG SCALE: AS NOTED W.O. NO: 485 -003L • 1 SHEET A- 1 OF 1-1 • pH NO. 14241 PROFESSIONAL • S cAO 3 1/2" METAL TOP PLATE WALL STUD FASTENED W/ (2) - #10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE AT RUNNERS 3 I /2" METAL LATERAL BRACE FASTENED W/ (2) #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE m 12 " 3.75 r-- 3 1/2" METAL HEADER FASTENED W/ (2) #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE -7 A 3 1/2" METAL ROOF BRACING FASTENED W/ (2) #IO SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE / 4 Ar VARIES TYP. O 4x6 P.T. 5YP P.T. 2x RIM JOIST #2 SKID SEE CHART 2/A -2 3 1/2" METAL WALL STUD FASTENED W/ (2) #10 SELF DRILLING GRABBER SCREWS GRABBER SCREWS (I) INTO EACH FLANGE 12 —13:15 04AAALL MING \\ 4x6 P.T. SYP *2 SKID P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL FRAMING SCALE: I /4" = I'-O" 24" TYP. SCALE: 1/4" = 1'-0" 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL LATERAL BRACE FASTENED W/ (2) #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 1 3 1/2" METAL WALL BRACING FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE i . o2 C /4046 SEAL ti9>. *: NO. 11108 '•'�,�F��G /NEB:: "h„ s. P% 24" 24" .3 1/2" METAL BOTTOM PLATE FASTENED WITH 5 /16 "4' x 4" LONG LAG SCREW AT 16" 0.G. INTO FLOOR JOIST 3 1/2" METAL WALL STUD FASTENED W/ (2) #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 12 —J3.75 AREA FOR APPROVAL STAMPS NO1 :, " PPROVE0 UUGUME 1 y • • • • Plan No. .0 L prov.ed BY.. • R -.. - Richard L. Bullock odular Building Plans Examiner Florida Certificate MMP 3 1/2" METAL WALL BRACING FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE FASTENED W/ 5/16"0 x 4" LONG LAG SCREW AT 16" 0.G. INTO RIM JOIST. 4x6 P.T. 5YP #2 SKID P.T. 2x RIM JOIST 24" SEE CHART 2/A -2 TYP. END WALL FRAMING. SCALE: I /4" = 11-0" NO.8925 * :.PROFESS • , et, F OF MIS Sl� f DESCRIPTION THESE PLANS INERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. .PRED S. CARDUJE .L., P.M., P.1-.S. ALABAMA* I446q GEORGIA* 14241 FLORIDA# 15607 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI# 84125 N. CAROLINA* I1I0S 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33711 VOICE: 727 - 524 -Il05 FAX: 727- 524-12611 • 4 TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30474 (SOO) 841 -1844 STANDARD WALL SECTIONS ON SKIDS THIS DRAINING IS NOT VALID UNLESS SIGNED IN PURPLE INK. _Areheuer.4.4•6.4,40, • DATE: DRAWN BY CHECKED BY: SCALE: • W.0. NO: 3/310q JDA FSG AS NOTED 485 -003L 1 SHEET A-6 S OF I-I • a 0 N i TURNAROUND WALL SECTIONS ON eiucs � f 3/3/2009 2 :32:06 PM " t foo *.• • NO.8925 t. PROFESSK?NAL: *al ,, `i . -. O NEE QN +tth'i ,Ofi Mlss�s_��— 3 1/2" METAL HEADER FASTENED WITH (2) *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 I /2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL LATERAL BRACE FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL HEADER FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AREA FOR APPROVAL STAMPS 4x6 P.T. SYP *2 SKID SIDE WALL FRAMING; - 3 1/2" METAL ROOF BRACING FASTENED W/ (2) -*I0 SELF DRILLING GRABBER SCREWS 3 1/2" METAL (1) INTO EACH FLANGE TOP PLATE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 3 1/2" METAL LATERAL BRACE FASTENED W/ (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE SCALE: 1/4" = 11-0" VARIES rrn. 4'--O" 3 1/2" METAL TOP PLATE 'Z? 24" P.T. 2x RIM JOIST TYP: SEE CHART 2/A -2 END WALL 4x6 P.T. SYP *2 SKID 24" / / P.T. 2x RIM JOIST SEE CHART 2/A -2 3 1/2" METAL HEADER FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) — INTO EACH FLANGE 3 1/2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 1/2" METAL BOTTOM PLATE FASTENED WITH 5/16 "0 x 4" LONG LAG SCREW AT I6" O.G. INTO FLOOR JOIST 3 1/2" METAL ROOF 3 1/2" METAL ROOF RAFTER fiOC CHART BRACING FASTENED 3/A -3 FOR FASTENING (2) -#10 SELF DRILLING TO TOP PLATE GRABBER SCREWS (1) /- INTO EACH cLANGE Dar App /i6l NOl "APPROVED" DOCUMENT Plan No. 3 L ed Richard L. Bullock Building Plans Examiner Florida Certificate P.T. 2x RIM JOIST TYP. SEE CHART 2/A -2 END WALL '=`? p -•FE -R ;.'1# O 'y 4x6 P.T. ;.*:Q AL #2 SKID S E = S NO, 1 1108 .� 1. ....... GP���� REV BY DATE DESCRIPTION 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. C.rARL7UJE1 -J.., P.M., P.1...S. ALABAMA* 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 1000 SOUTH BELGHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121- 524 -Ia05 FAX: 721- 524 -12' l MISSISSIPPI* &425 N. CAROLINA* 11108 4 TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 313/04 DRANO) BY: JDA CHECKED BY: FSG SCALE: AS NOTED W.O. NO: 485 -003L • SHEET A -8 IO OF 11 /3/2009 2:32:11 PM ' C* t 5 J . O;•. Imo'/ f.,_14' • SEAL NO. 11108 ' * •3 I/2" OP PLATE • 9-1N*. :� tot, S. AD 3 1/2" METAL WALL STUD FASTENED IN/ (2) - *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE AT RUNNERS 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE - 3 1/2" METAL ROOF BRACING FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE —. 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 I /2° METAL LATERAL BRACE FASTENED IN/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 9 ° 12 3.75 4'-0" 4xb P.T. SYP *2 SKID P.T. 2x RIM JOIST SEE CHART 2/A -2 3 1/2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS GRABBER SCREWS (I) INTO EACH FLANGE 12 —13.75 , 3" 4x6 P.T. SYP *2 SKID 2x RIM JOIST --� SEE CHART 2/A -2 END WALL I=RAMING I, 24" SCALE: 1/4" = I'-0" 51DE WALL FRAMING SCALE: 1/4" = ILO" 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 I /2" METAL LATERAL BRACE FASTENED W/ (2) #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - #10 SELF DRILLING GRABBLE? SCREWS (I) INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE FASTENED W/ 5/16 "0 x 4" LONG LAG SCREW AT 16' O.G. INTO RIM JOIST 24" VARIES TYP. CA 1 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE OR Gis TF '. Q' `("o PROFESSIONAL ?OA,OJNEti�4 S, C AA° 24" • 3 1/2" METAL • BOTTOM PLATE FASTENED WITH 5,16 "0 x 4" LONG LAG SGREV 1 AT 16" O.G. INTO FLOOR JOIST 3 1/2" METAL WALL STUD FASTENED NJ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 12 —13.75 y " \ \ 4x6 P.T. SYP *2 SKID P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL FRAMING 24" TYP. SCALE: 1/4" = so • • NO.8925 PAOFESSKONAL AREA FOR APPROVAL STAMPS NDI "APPROVE DOCUMENT REV BY DATE DESCRIPTION f THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE YVITH THE 2009 SUPPLEMENTS FOR A THREE SECOND &UST OF 150 MPH. . F E S. c>4 R 1:) U J_, P.M., P.I,..S. ALABAMA# 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA# 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #I1 LARGO, FLORIDA 33171 VOICE: 727- 524 -1405 FAX: 727 - 524 -1244 JDA MISSISSIPPI* 8425 S C N. CAROLINA* 11108 SCALE: . TEXAS* 54100 LARK BUILDERS METAL SHED'PLANS - 50 MPH 409 DIXON STREET VIDALIA, GEORGIA 30474 (800) 84I -7844 (TuwARotN WALL NOTIONS ON coNCeirrs • THIS DRAINING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: 3/3/04 DRAM 5Y :- JDA GIEGKEP BY: FSG SCALE: . AS NOTED W.O. NO: 485 -003L • SHEET 1417S 11 OF 11 3/3/2009 2:32:16 PM 1 3.6" METAL BOTTOM 3 I /2° METAL WALL PLATE ATTACHED W/ STUD FASTENED HILTI KWIK BOLT MIN. 1/2" WITH (2) - *10 SELF IN 5 1/2° EMBEDDED IN DRILLING GRABBER THE CONC. AND 1 3/4" SCREWS (I) INTO MIN. EDGE DISTANCE AT EACH FLANGE 16" O.G. MONOLITHIC GONG. FTC. IN 2-*5's CONT. (TYP) Q ±' 1 �' 1= f I 111 �1 =11- f I I III I„I 1I— 1 FINI SECTION SEE GHART * /A -3 OR *4 * FOR FASTENING ,T Ja24 TE PAN CA,�C, 'l► O iESS:0• ./4, �'Q� q• ,.. .c SEAL • *= NO. 11108 : *• • 'ttt. ts • � O `1. III ap 1_T —'I —I III —III —I 11 ,. 1-1 '17E-311:i—t_7111_;—= SCALE: I/4" = I' -0" 3 1/2" METAL BOTTOM PLATE FASTENED WITH 5/16 "P x 4" LONG LAG SCREW AT 16" O.G. INTO RIM JOIST 20 GA. x I -1/4 ". WIDE STRAP RUN FROM ANCHOR UP WALL STUD AND FASTENED TO THE STUD WITH (q) - *10 SELF DRILLING GRABBER. SCREWS. I DTI -1 1 1 = 1- III -f' [11 = =1 I I = 1 = 1 1 1 -f 1 1= = 1 � 1 -11 1 _ 11- 1 1 � =111- 111E--EE I S _1'- 4 "x4 "x4" — I I =1 I I =1 I I 1= THICK 17— FOOTER SECTION- 3 1/2" METAL WALL — STUD FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3/4" FLOORING (PLY OR T$ G) m . 11- ;illlillll 11- 11.11 .l.I• I I -'�1 =1II.Ii�' SCALE: 1/4' = 1' -0" 67' �' , .1 INISH RAUE L -11 v. it ; 5 :.fir: • .:(1 - -.. IKNAL ' .5 . • S , s (2) - *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 40+0'' 7 .81∎* ow""" 3 I /2" METAL ROOF RAFTER P.T. SYP ID 3 1/2" METAL GROSS BRACE (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE P.T. 2x FLOOR JOIST SEE CHART 2/A -2 3 1/2" METAL LATERAL BRACE 3 1/2" METAL WALL STUD 1 r 3 1/2" METAL ROOF RAFTER SECTION SCALE: 1/4" = I'-0" Q \ \ 3 I/2" METAL BOTTOM PLATE 3 I /2" METAL — NALL BRAGING lfr 12 3.75 1 � 8'-O" MAX. 3 1/2" METAL WALL STUD 3 I/2" METAL HEADER 3/4" PLYWOOD FLOORING ° as 4x6 P.T. SW *2 - *2 SKID END WALL SECTION P.T. 2x FLOOR JOIST SEE CHART. 2/A -2 SCALE: I /4° = I'-O" ALUMINUM SIDING t • • AREA POR APPROVAL STAMPS NDI "APPROVED„ DOCUMENT tte 'J' o9 ,proved By Richard Y.. Bullock odnlar Building Plans Examiner Florida Certificate Plan No. • 4.. ' ,• 1,1_ � . BY DATE DESCRIPTION THESE PLANS YVERE DESIGNED IN ACGORDANGE WITH THE 200 1 FLORIDA BUILDING CODE WITH TIE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 50 MPII4. RED S. CARDWEL , P.E., P.L..S. ALABAMA* 1446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33771 VOICE= 727- 524 -IgOS FAX: 727 - 524 -I2gq 1 N. CAROLINA* 11108 4 TEXAS* 54100 LARK 9UILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET . VIDALIA, GEORGIA 30414 (800) 641 -7844 SECTIONS AND ANCHORING DETAILS THIS DRAINING IS NOT VALID UNLESS SIGNED IN PURPLE INK. • DATE: 3/3/0q % DRAWN BY: JDA GFIEGKED BY: FSC SCALE: AS NOTED W.O. NO: 485 -003L • SHEET 12 OF 11 a esi #10 SELF DRILLING GRABBER SCREWS (I) SCREW INTO EACH FLANGE #10 SELF DRILLING GRABBER SCREWS (I) SCREW INTO EACH FLANGE 5/16" x 40 LAG SCREW 16" O.G. ACROSS SIDE $ END WALLS INTO 2x6 RIM JOIST h• _,_,:,_,IIIM_,,,_;c, .:sue 2x HEADER GONTINUOUS SEE CHART 2/A -2 5/I6" x 4" LAG SCREW I6" O.G. ACROSS SIDE 4 END WALLS INTO 2x6 GROSS MEMBERS 3 I /2" METAL WALL STUD 3 I /2" BOTTOM PLATE CONT. 3/4" FLOORING (PLY OR T$ G) 2x FLOOR JOISTS SEE CHART 2/A -2 2x BLOCKING BETWEEN SKIDS SEE CHART 2/A -2 4x6 P.T. SYP #2 SKID BEYOND 2x4 5YP *2 FLAT BELOW DOUBLED. 2x's NOTION SCALE: 1 I/2" = I'-O" FLOOR JOIST SEE . GHART 2/A -2 3 PIECE HEADER (1) 2x4 SYP #2 BOTTOM. HEADER "I`.((;,.G, (2) - 5/16" x 4" LONG LAG SCREW THROUGH RIM INTO SKID SIMPSON H -3 OR H -5 4x6 P.T. 5YP #2 SKID 5/16"x4" LONG LAG SCREW THROUGH EACH. JOIST INTO EACH SKID SKID TO JOIST FASTENING SCALE: N.T.S. SCALE: N.T.S. AREA FOR APPROVAL STAMPS to red By _ -- -- ND1 "APPROVED" DOCUMENT 5/ S Plan No, ---- & •-4`6 34/ Richard L. Bullock odular Building Plans Examiner Florida Certificate REV BY DATE DESCRIPTION • 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. CARCUJ L.1_, P.E., P.1...S. ALABAMA* 14464 GEORGIA# 14241 . FLORIDA* 15607 INDIANA* 20338 LOUISIANA# 20548 MISSISSIPPI# 8925 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #I1 LARGO, FLORIDA 33171 VOICE: 121- 524 -I9O5 FAX: 127- 524 -I29a • CHECKED BY F5G SCALE: N. CAROLINA* 11108 W.O. NO: TEXAS* 54100 LARK BUILDERS METAL SHED PLANS -150 MPH 40:1 DIXON STREET VIDALIA, GEORGIA 30474 (500) 841 -1844 DETAILS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 3 -6-0? DATE: 3/3/09 DRAWN BY: JDA CHECKED BY F5G SCALE: AS NOTED W.O. NO: 485 -003L SHEET A-i1 13 OF 11 3/3/2009 2 32:26 PM - GAROzi�1 • .Q SEAL �•'•: P+c': so-ic 14o• 10s 4x6. SYP#2 P.T. SKIDS WITH 1 1/2" WIDE 1 1/2" DEEP NOTCHES AT 16" O.G. ENTIRE LENGTH OF SKIDS TO ACCOMMODATE FLOOR JOISTS (TYP) 2x P.T. RIM JOIST SEE CHART 2/A -2 m o S .. ST•'• . -q : QG�F9 *IP Fa ': << fii� •' N ©.8925 5* : PROFESSIONAL: *1 I, .�` 4; s' f I. - GINS' . Q1 _: tith'- OF Misso,„-- 12" LAP SPLICE FASTENED WITH (6) . - 5/16" x 4" LAG SCREWS ON. OUT SIDE AND (3) • $%(6" x 4" LAG. SCREWS INSIDE TIT. SKID NOTCH AND SPLICE ACID ISOMETRIC SCALE: N.T.S. NOTCH OR DADO 1 1/2" WIDE x 1 1/2" DEEP AT 16" O.G. FOR FLOOR JOIST ENTIRE LENGTH OF SKID SEE DETAILS. 2AND 3 /A -II SKID DE1' IJ. SCALE: N.T.5. L 1 AREA FOR APPROVAL STAMPS NpI "APPROVED" DOCUMENT Bate �1 ��16 Plan No • K`130 i Proved By iQ ii.1- Richard L Bullock a odular Building Plans Examiner Florida Certificate WP 00. REV BY DA DESCRIPTION THESE PLANS. WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. C A DLUM —1, P.M., P. .S. ALABAMA* 14469 GEORGIA* 14241 FLORIDA* 15607 INDIANA# 20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLORIDA 33771 VOICE: 727 -524 -1905 FAX: 127- 524 -1299 • MISSISSIPPI# 8925 N. CAROLINA* I1108 TEXAS* 54100 LARK BULL ERs METAL SHED PLANS - 150 MPH 401 DIXON STREET VIDALIA, GEORGIA 30474 (Soo) 841 -7844 f DETAILS f THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. Lka4.44.0-0-41 1 DATE: 3/3/Oq DRAWN BY JDA CHECKED BY: SCALE: AS NOTED W.O. NO: 485 -003L J SHEET A -12 14 OF 11 3/3/2009 2:32:31 PM 20 GA. 3 -5/8" METAL STUD (2) BUILDER 10 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH BRACE WEB INTO EACH STUD WEB 20 GA. 3 -5/8" METAL STU (2) BUILDEX I0 -16x1" TEKS PANHEAD SGRENS WITH #3 DRILL POINT FROM EACH STUD FLANGE INTO EACH BRACE FLANGE GUT AND REMOVE 2" OF FLANGE AND LIP TO FOLD BACK 2" LONG WEB PIECE FOR SCREWED CONNECTION FASTENING OF BRACE TO BACKSIDE OF STUD CHANNEL 20 GA. 3 -5/8" METAL TRACK DE1 I 1 20 GA. 3 -5/8" METAL 5 FASTENING OF BRACE INSERTED INTO STUD CHANNEL SCALE: 3' = I'-O° (2) BUILDEX 10 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH HEADER FLANGE INTO EACH HEADER BRACE FLANGE 5lDETAIL 20 GA. 3 -5/ METAL STUD FASTENING TO TOP TRACK SIMILAR 20 GA: 3 -5/8" METAL TRUSS 20 GA. I -I/2" METAL TOP CHORD HAT CHANNEL (2) BUILDEX 10 -16x1" TEKS PANT -SAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8' METAL STUD A -I3) SCALE= 3' = I' -0" 20 GA. 3-5/8" METAL HEADER TRACK DETAIL SCALE: 3° = r-o" (2) BUILDEX I0 -16x1” TEKS PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH HAT CHANNEL FLANGE INTO EACH TRUSS TOP CHORD DETAIL SCALE: 3' = 11-0" • AREA FOR APPROVAL STAMPS NDi „ "APPROVED DOCU ENT mot, 3/u' /, y Pan No. WS-* tea 7 L Gpproved By /Q A44.44eh. Richard L Bullock Modular Building Plans Examiner Florida Certificate MILD REV BY DATE DESCRIPTION THESE PLANS MERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE 1NITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CIIRIDUJM11, PS., P.Q.S.' ALABAMA# 1446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* .20338 LOUISIANA* 20548 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLORIDA 33171 VOICE: 727 - 524 -Ig05 FAX: 727- 524 -12gq MISSISSIPPJ# 8a125 N. CAROLINA* 11108 TEXAS* 54100 LARK BUILDERS METAL SHED PLANS. - 50 MPH 404 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -1844 DETAILS THIS DRAT IN& 15 NOT VALID UNLESS SIGNED IN PURPLE INK. -6,0 7 DATE: DRAY* BY: CHECKED BY: SCALE: N.O. NO: 3/3/Oq JDA FSG AS NOTED 485 -003L 1 SHEET 13 15 OF 11 20 GA. 3 -5/8" METAL 5TUD GAR° ti ►► SS1O/ 'q ►► 4("- 11108 ;_, • T9 FAG IO *' s. �C (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH 20 A. 3-5/8" STUD FLANGE METAL TRACK DETAIL SCALE: 3" = 11-0" DETAIL SCALE: 3" = NO' (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH STUD FLANGE INTO EAGH BRACE FLANGE 20 GA. 3 -5/8" METAL 5 9. CARell i Re...ct..4.,c,%b E4••••.,, tio NO. 8925 * : PROFESSKONAL (2) BUILDER 10 -16x1" TEKS PANHEAD SCREWS WITH "#3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8" METAL TRACK DETAIL SCALE: 3" = I'-O" FASTENING TO TOP TRACK SIMILAR • AREA FOR APPROVAL STAMPS NDI "APPROVED,. DOCUMENT thi)Oi is- 44 '-ori-A, ed By €tdd��- fato Richard Bullock L tinier Building Plans Examiner Florida Certificate MUM MISSISSIPPI* 8925 N. CAROLINA* 11108 TEXAS* 54100 J REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE NTH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 -MPH. FRED S: CA ?DW L.L., P.M., P.L..S. ALABAMA* 1446q GEORGIA* 14241. FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20546 1000 SOUTH BE CHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33T11 VOICE: 121- 524 -1905 FAX: 721 - 524 -1299 MISSISSIPPI* 8925 N. CAROLINA* 11108 TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -1844 DETAILS DATE: DRAM. BY: CHECKED BY: SCALE: W.O. NO: 3/3109 JDA FSC AS NOTED 485 -003L SHEET 4-14 16 OF 11 c SHEET 1 A-15 17 OF 17 /3/2009 2:32:42 PM (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM TRACK WEB INTO TRACK WEB (2) BUILDEX 10 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM TRACK WEB INTO TRACK WEB (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE GUT AND REMOVE 2" OF FLANGE AND LIP TO FOLD BACK 2" LONG WEB PIECE FOR SCREWED CONNECTION (2) BUILDEX 10 -16x1" TEKS PANHEAD SCREWS WITH #3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH K FLANGE GUT AND REMOVE 2" OF 20 GA. 3 -5/8 FLANGE TO FOLD BACK METAL STUD 2" LOhIG WEB PIECE FOR SCREWED CONNECTION 20 GA. 3 -5/8" METAL STUD DETAIL SCALE: 3" = I'-O" (2) BUILDEX 10 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH TRACK FLANGE 3 DETAIL. A -15/ SGALE: 3" : I' -0" (2) BUILDEX 10- 16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8" METAL TRACK 20 GA. 3 -5/8" METAL STUD DETi4 I L SCALE: 3" : 11.-0" i ,. AEA POR APPROVAL STAMPS ND1 "APPROVED" DOCUMENT to 1'e Pian No. proved By R A44u. h- Richard L. Bullock Building Plans Examiner Florida Certificate Mfie L-F .REV BY. DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 20061 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. FRED S. CAROUJEJ...I.., P.M., P.I_.S. • ALABAMA* 1446q FLORIDA* 15601 • 1000 SOUTH BELCHER ROAD FSG GEORGIA* 14241 INDIANA* 20338 BLDG -A / UNIT *11 485 -003L • LOUISIANA* 20548 LARGO, FLORIDA 33111 MISSISSIPPI# 5q25 VOICE: 127- 524 -1405 N. CAROLINA* 11105 FAX 127- 524 -I2gq • • TEXAS* 54100 LARK BUILDERS METAL SHED PLANS - 50 MPH 40q DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -7844 DETAILS i .4 TH15. DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 4 DATE: 3/3/Oq DRAWN BY JDA GFECKED BY: FSG SCALE: AS NOTED • W.O. NO: 485 -003L •