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RC-11-343STORAGE SHED 10 X 12 Passed Inspector Comments CC ? t( J . I Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until I nspection Number: INSP - 156513 Permit Number: RC- 2- 11-343 I Inspection Date: May 02, 2011 Inspector: Bruhn, Norman Owner. SCHMIDT, MIKE Job Address: 10300 N MIAMI Avenue Project: <NONE> Miami Shores, FL 33150 -1254 Contractor: HOME OWNER Building Department Comments May 03, 2011 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number (305)299 -1255 Parcel Number 1121360131020 Page 1 of 1 shi t BUILDING PERMIT APPLICATION FBC 20 Tenant/Lessee Name: Email: de Ir:. JOB ADDRESS: j O , � 00 4/ City: Miami Shores Miami Shores Village Building Department 53nigT_Egw k, FEB 28 2011, 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. �� ( I 3 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): �7/L (I,L(� J C/ L1 if dif Phone #: 3o 5 — 2 �jq . / - 1.255 Address: 10 300 ,4/ //4 City: t bv,, �+ ; c� i OYe. S State: F �— 0 l/a hoe, County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: ( Phone #: 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: $ C)CD. Square/Linear Footage of Work: Mt' Type of Work: Addition ❑Alteration UNew ❑Repair/Replace Description of Work: fIve/d D 6.0 10 le (7 Zip: 33 l S Phone #: Zip: 33/ 5 0 ❑Demolition ******** * * * * * *** * * *** * * * * * * * * * *** * * * * ** F * * * * * * * *** **** * * * * * * * * * * * * * * * ** Submittal Fee $ .) Permit Fee $ /eQ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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. Signature Signature Owner or Agent _ Contractor The foregoing instrument was acknowledged before this �O The foregoing instrument was acknowledged before me this day of_ _,20� \,by rim, fo ore A 1)I , day of ,20,by who is personally known to me or who has produced r Vl /2 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC Sign: Print: My Commission Expires: Sign: Q' -" "�� NN °. Print: i '�� . `Q'` • : cr = My Commission Expires: 'UUtiinfl% 1' APPROVED BY "V ` -1 Plans Examiner / 2 /1 Zoning Structural Review Clerk (Revised 07 /10 /07XRevised 06 /10 /2009XRevised 3/15/09) ‘ 01111 11 • %''. 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: t'l�i sG I/t wt c ^di DATE: 0G - 02 g"02,0/ ADDRESS: f/O 300 _4 c2-1 i c' 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. Initief"�� 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. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 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 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 r substantially improved it for sale or lease, which violates the exemption. Initial Initials 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. 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. 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. 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. 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:// www. mvfioridalicense .com/dbpdpro /cilb/iindex.html 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: 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. 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 contractors 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 9 day of , 20 By hi\ka, IAN 9 1 Produced there License or SG OWNER CL, who was personally known to me or who has asidentt Initial Initiall — S Initial All permits for additions, pools, driveways, walks, etc. must be•approved by HRS to ensure compliance with septic system requirements. Where to apply: Oct. 08 / RV 3/27/09 ML DV OUTSIDE AGENCY REQUIREMENTS HRS 11805 SW 26 Street Miami, Fl 33175 PH 786 -315 -2444 FAX 786 -315 -2090 Hours 7:30 am- 4:00 pm _. DEPARTMENT OF ENVIROMENTAL RESOURCE MANAGEMENT (DERM) All permits for new single family homes, additions that include bathrooms, kitchens, and all commercial permits. Where to apply: 701 NW 1' Court, Suite 200 Miami, Fl 33136 Ph 305- 372 -6689 Hours 8:00- 4:00 IMPACT FEES All residential and commercial permits for additions, alterations, and new construction must pay impact fees at: Where to apply: 11805 SW 26 ST Miami, Fl 33175 Ph 786 -315 -2670 Hours of operation: 7:30 am — 4:00 pm MIAMI -DADE WATER AND SEWER DEPATMENT (WASD) All permits for new single family homes and all commercial pennits. Where to apply: 3575 South Lejeune Road Miami, Fl 33146 Ph 786- 268 -5200 FLORIDA DEPARTMENT OF HEALT Mike Schmidt 10300 N Miami Ave Miami, FL 33150 RE: Contingency Letter Application Document No:AP1001361 Centrax Permit Number: 13 -SC- 1312569 OSTDS Number: 10300 N Miami Ave Miami, FL 33150 Enclosures cc: April 14, 2011 Lot:5 -4 Block:124 Subdivision: Miami Shores Dear Applicant: This will acknowledge receipt of an application dated 04/13/2011 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. From a review of your completed application, it has been determined that your existing system is adequate for the proposed use (SHED INSTALLATION). If you have any questions on this matter, please call our office at (305) 623 -3500. Sincerely, Miami -Dade County Health Department 1725 NW 167 St, Opa Locka, FL 33056 Phone: (305) 623 -3500 . Fax: (305) 623 -3645 J•se� 'iv rg= , gin pecialist II Rick Scott Governor STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT /1 Permit Application Number Scale: Each block re • resents 10 feet and 1 inch = 40 feet. • • aS1727�fv�7Ll�I�IlY�1�C�F�a� "� • • 11M11111111111111 111111 1111 mommum Mai ... ■■.. ... ..m simmumai inommgm • im11 • mum. um • ENE • mem= • Notes: Site Plan submitted by: Plan Approved ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015, 10/96 (Replaces HRS -H Form 4016 which may be used) (Stock Number: 5744 - 002 - 4015 -6) PART II - SITEPLAN } /: Signature Not Approved Date Title By County Health Department Page 2 of 4 t ; STATE OF FLORIDA DEPAIITOIENT OF COMMUNITY AFFAIRS Vedic:01rd: to making Florida a batter place to call bower mama mum . Elecriffest November 20, 2007 .1 = ; • Roberthdoore lacklinihters. Inc, P. O. Btot 629 I ; Lyons, PA 30436 1 • 1 11E* lvianufassurer oftertifootion. wr-n4 - Expiration Date: Deeembur 14 2010 Dear Mr. Moms: It is tay pleasure to arra* 4cat that losaVd at Mlil.ilktm---garl&M.--- bat beset win:road muter (Modular) likedings Program aspovirled for under Oupter 553, Part I, Florida Statutes, fairitM smarm= of Endt71ili1Y far installation Phoidb. Desto and produsdon ftba barrow mut be aproved far compliance with the =Mt Midi 13ugding Code (111C) y�i4r selected Third Forty Agency before Mainthcsaing Imps. Yaw Thitd Paw Agency is a .';"' to theDcpr1rt and los mammy mahmity and stspaaordies ihat they mcot comply with to nai* their approved stabs. Expect and donand quality plans review and inspection& I - Each FRC change will iitalca year plena abrade tmtg they lame been reviewed, approved and so hogeated ion dos cover *kit Amid for complinme with the car by your Tlird Pony Agency thr guns review. ECM * your plans we in comaissise sot properly posstil on o& wdege avoid eashantsobx in *e ponighs process. AN sfte rebind installation issues are sohjert to dm local • 1 .00±51/15123. thiannoiniced monitoring thrill; by the Department's contractor wig be made at least annually. Copyists mess to your mem1rsett# lisenty and records is mandatory to !min onspliant with the odes $ad zegeslalkwe of Mk. prospro4. : 1 1 PI esso visit ow websins I ai isgacagindiagiM to see valuable information as the Plorkla Manufncuared Darlings Pam. A COpy of this letter must accomitanY nVeliwakins an lanai balding permits' . ' • I I ISUBLEECIIIST Gamow Mansfestured (Mader) Dattlkigs Pram Manager 1 I i C= Dow Kinunintr.NDi ' I ; ESSE MBAR DiAlt BOULEVARD TALLAHASSEE. FL 35393-2100 41 Phone: 893-4804 411310001 279-3400 Fax; 050-921-0701,SUNC0M 201-0731 WCHSHO: watanolca.siate.D.as mcincEnvwslan i i .... 1 ; apacro0F032131_311321:051:320m3OFFSE 036331agiCOmmearreenuOMIEff Plam3043033311330magess, !Imanc3031311302 Homme3.43351313131COP4111-1E6 facsgAmamow321310x211.3319111Hocam1412,102 rsiscamalim=13 . 1 1 ' t . 1 . L Miami Shores Village APPROVED .., IIM 1 � DATE War -Xli ZONING DEPT DEPT `;I IIITICT TO COMM ' , ; All AN c(,; ' N IANCE WITH ALL FEDFRAL I ; Y I II II FS AND Rr GUI Al IONS 3 nP (NO ID) WVo wvo i0 b EBU 39' APPROVED BAL` MI -DACE COUNT( HEALTH DEPARTMENT PERMIT L®i9l DATE: LOT 3 LOT 4 ASHPHALT DRIVEWAY ° 13 LOT 4 INTERIO LO LINE S 89 °47'22" E 130.00' EB 0 CURB INLET f Oi N (130') z o SOUTH LINE OF BLOCK 124 Fri S 8927'55" E 600.40' (BASIS OF BEARING) of N.W. 103rd STREET 75' R/W 54' ASPHALTPAVEMENT 10.45' 0 N - to 1 STORY CBS Lam O rl 0 RES. # 10300 28.9' • S 89 °27'55" E 104.82' 5' CONC. SIDEWALK U 3.5' SWALE 2' CURB AND GUTTER .CBS WALL en �x ¢ d 19.4' 12.4' SKETCH RVE •29.94'• 29.59' - WP E81-7 � q° EB E TRAFIC POST I ri r) N FIP Y2" (NO ID) N oo kri 0 00 In 3' CONC. SIDEWALK PL EB R=25.00 S.I.P. L =39.45 Tan 25.18 A=90°24'54" TRAFIC POST / EB S.I.P. EB/ F.D.H. AT S.E. COR. OF BLOCK 124 (P.I.) HANDYCAP RAMP 40' HANDYCAP RAMP FOUND MAG NAIL AT C. OF MIAMI AVENUE & N.W. 103rd STREET w w Ado 4h4.ciboos I! Dooky E APR LP A l 4 1_ co m o- R — / - 0) z NVi 14 15 13 16 12 17 1 11 18 N\ L SECTION 36, TDWI\ CITY OF MIAMI SHDI to 1. ALL FI'. ` M U'' T TAKEN FOR THIS SURVEY V METE I '_= :� WITH A MINIMUM ACCURA 2. THIS F t . * E N TTEMPT TO LOCATE FOOTIN4 1MPROVEMENTS AND /OR UTILITIES, UNLESS OTHERWISI 3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRAC OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAY THAT THERE MAY BE LEGAL RESTRICTIONS ON THE SUI Miami Shores Village SHEET INDEX SHEET NUMBER SHEET TITLE ZONING DEPT G -I COVER SHEET BLDG DEPT G -2 NOTES SUBJECT 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 Miami Shores Village APPROVED BY DATE ZONING DEPT —a, BLDG DEPT Appr SUBJECT TO COMPLIANCE WITH ALL FEDERAL Mod - ATE AND COUNTY RULES AND REGULATIONS • Pcii- 54S ' SITE INSTALLED ITEMS NOTE THAT THIS LIST DOES NOT NECESSARILY LIMN 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. 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. S• C A RP ' i 4t(', 1 o NO, . :. y * .. PROFESSIONAL: rS ' 9 , d';• • • GINS . ,Qe- %%%%%%%%%%%%%%%%% E MISS' 9 EP- . A 1 1 . G *RED S. CARDI ELL, P.E., PJ...& ALABAMA# 1446'1 FLORIDA* 15607 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 pl MISSISSIPPI* 8'125 N. CAROLINA* II108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33T11 VOICE: 727 - 524 -Ig05 FAX: 727 - 524 -I2gq • L 5UILDERS 40ct DIXON STREET V I DAL I A, GEORGIA 50474 ME PLAN METAL SHED PLANS - 150 MPH 1 LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STRUT VIDALIA, GEORGIA 30414 (800) 841 -1844 COVER aWEET l DESIGN CRITERIA (HIP -GABLE ROOF) I. WIND VELOCITY 2. WIND IMPORTANCE FACTOR 5. BUILDING *CATEGORY 4. WIND EXPOSURE 5. INT. PRESSURE COEFFICIENT 6. ENCLOSURE CLASSIFICATION 7. BASED ON HEIGHT 6. OVERHANG q. COMPONENTS AND CLADDING - ROOF LOAD (ZONE #I) - ROOF LOAD (ZONE #2) - ROOF LOAD (ZONE #3) - WALL LOAD (ZONE #4) - WALL LOAD (ZONE #5) . • • THIS DRAINING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. -53.5 P5F - 535 PSF -81.1 P5F - 40.7 PSF -50.5 P5F vedBy ar Build 150 M.P.H. 0.77 1 G ± 0.18 ENCLOSED 8 FEET YES 10. FLOOR DESIGN LIVE LOAD 15/125 PSF FLOOR DESIGN DEAD LOAD 10 PSF 11. ROOF DESIGN LIVE LOAD 20 -PSF ROOF DESIGN DEAD LOAD 5 PSF 12. WALL DESIGN DEAD LOAD 5.P5F 13. CONSTRUCTION TYPE V 5 14. BUILDING OCCUPANCY = UTILITY SHED 15. FIRE RATING EXT. WALLS 0 16. ALLOWABLE NUMBER OF FLOORS 17. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES AND ALL THERE AMENDMENTS: - FLORIDA BUILDING CODE - 2001 - FLORIDA MECHANICAL CODE - 2001 - FLORIDA PLUMBING GORE - 2001 - FLORIDA ACCESSIBILITY CODE 2001 - FLORIDA EXISTING BUILDING CODE - 2001 - FLORIDA FUEL AND GA5 CODE - '2007 - FLORIDA FIRE PREVENTION COD - 2007 - NATIONAL ELECTRIC CODE =.- 2008 - NFPA 101 LIFE SAFTEY CODE - 2006 AREA I:OR APPROVAL STAMPS � / Plan No. 71S Richard L. Bullock Plans ]Examiner Florida Ce ;; : to SMP 003 REV • 00.11 Monde * iviok the klantearaufao taw Ac• end ad•Jutop Codes one Adbn% to the t t olenrir safoa —_ Occupancy Wino 024,00 Me A eat er 0741 -1111 Mow is Aponovat este tont. Let Away.0 min Document 1101 From the n r anvn D BY ND " P PH j ED =Muff - DATE DATE: DRAWN BY: CHECKED BY: SCALE: WO. NO: 3/3 /Oci JDA FSG AS NOTED 485 -003L 2 Y DESCRIPTION I f THESE PLANS (MERE DESIGNED IN ACCORDANCE JMITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. SHEET c-1 1 OF 11 2 0 GENERAL NOTES I. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE (F.B.G). WITH THE 2001 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 GODES 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 GONSTRUGTION 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 3 /4" T & G PLY WOOD FLOOR DECKING. 1. RAFTER DESIGNED TO SUPPORT D.L. + L.L. = 30 PSF. 8. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WA I b . FACILITIES WHEN NOT SHOWN ON FLOOR PLAN. q. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL ELECTRICAL, H.VA.G., ETC. SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE GODES AND REGULATIONS. 11. SEISMIC PERFORMANCE EXPOSURE GROUP I. CATEGORY - A. 12. TIE -DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. 13. BUILDING 15 CLASSIFIED AS UTILTIY SHED. 15/125 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. 11. ROOF ALTERNATE : 0.OI4" 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. Iq. 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 FB.G. 2001. 20. GALVANIZED STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE (0.015 INCHES) SHANKS WITH A MINIMUM 3 /e" DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING 3 /4" 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 11/16" 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 ACRYLI *RED S. CARIDUJELJ_, P.E., P.L.S. ALABAMA* 14468 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* Bg25 N. CAROLINA* 11106 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33711 VOICE: 727 - 524 -1905 FAX: 727 - 524 -12gq ELECTRICAL NOTES 2. 3. 4. 5. 6. 1. 6. q. 10. STRUCTURAL NOTES THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 1 -7- 0 ING COPE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 f NOTES THI5 DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND ELECTRICAL 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. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM 10' -O" COPPER GLAD EARTH DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. ALL CONDUIT TERMINATION'S OF I" OR LARGER ARE TO HAVE PLASTIC INSULATED BUSHINGS. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE s . 663 L - NATIONAL ELECTRICAL CODE (NEC), LIFE SAFETY CODE (NFPA 101), / 6 �1 Plan No. LATEST EDITIONS. WITH A MARKED "OFF" POSITION THAT 15 PART OF THE HVAG ,Q ,. HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE A )roved By DISCONNECTS ADJACENT. TO THE EQUIPMENT SERVED. A UNIT SWITCH Richard L BR11�k z ' Jed Building Plans Examiner Florida Certificate SNIP 003 EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS' _ ONLY WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SEG. 110-q OF THE NEC BY A LOCAL ELECTRICAL CONSULTANT. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETG.) 15 DESIGNED BY OTHERS, SITE INSTALLED, SUB ,� TO LOCAL JURISDICTION APPROVAL. 0 �;1.11f.',:"...°•7/1„, 1 ' ALL WIRES TO SWITCHES AND OUTLETS TO BE *12 THHN SOLI, 9 ' w 0 ALL ELEGTRIGAL OUTLETS SHALL BE GFGI FN ACCORDANCE V7'�I-} ' ARTICLE 1210.8(A)(2) NEG -08. ; '_ NG�'° PROFF • AREA FOR APPROVAL STAMPS OF SIDING TO BE 2 I /2" x 1/2" CORRUGATED PANELS .Olga = NO. 1110P ICKNE55, AND STANDARD PANEL ACCESSORIES. WALL SVI 1 E 2 1/2" x 1/2° CORRUGATED, STEP DOWN PANELS , OR DOUBB NG ANELS .017 THICKNESS AND STANDARD PANEL ACCESSORIES.., " r' I. ROOF ASSEMBLY TO BE 3)2" METAL STUDS AT 24" O.G.. WALL 51'i95 •"' TO BE 3 1/2" METAL STUDS AT 24" O.G. TO q6" HEIGHT , + 2. FLOOR DECKING TO BE 5/8" OR 3/4" PLYWOOD, EXTERIOR GRA14,1 r , O , � �� APPROVED FOR 24" O.G. SPACING (SEE FLOOR FRAMING 9 E u://;:.14' ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL WHO. S _AL < •' DIPPED GALVANIZED FASTENERS. ; ,* REV B NDI "APPROVED" DOCUMENT • DATE DATE: DRAWN BY: CHECKED BY: SCALE: 3/3/Oq JDA FSG AS NOTED ,11.0. NO: 485 -003L • DESCRIPTION • SHEET c -2 2 OF 17 E1.ECTR 1 CAL S1'MiOLS Ip D WP DUPLEX RECEPTACLE 120V 10 INCANDESCENT LIGHT WITH I -6011 BULB JUNCTION BOX SWITCH WEATHERPROOF SWITCH WITH RECEPTACLE R OUTLET I20V 10 NOTE: ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. O zei irk Ark oTh. FLOOR PLAN SCALE: I /4" = I'-O" .. ..77 . • •• • :‘ , Aph,► 1 71 :: 0 OpSj0 Q 9 i S EA NO. 1110 8 iI 11 •, • F ill WINDOWS HEIGHT MAY VARY WINDOW LOCATION AND QUANTITIES MAY VARY AND ARE OPTIONAL 3 1/2" METAL WALL STUD (TYP) '-0" TO 50' -O" 3 1/2" METAL - BOTTOM PLATE (TYP) 30" MINIMUM 60" MAXIMUM 6-0" HEIGHT DOOR LOCATION MAY VARY. ss. s C T A: 4: 6;t 1 ot. „ • r y a NO.8925 * i. PROFESSIONAL: *' ' c ::‘ . i j-`- s - 5-1 " -- OPTIONAL ELECTRIC TO EACH UNIT. OWNER TO VERIFY LOCATIONS FIELD CONNECT FROM EXISTING POWER SOURCE TO UNIT. THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200't SUPPLEMENTS FOR A THREE 5ECOND GUST OF 150 MPH. *Rom S. C A RDUJE1 1.., P.M., P.1..5. ALABAMA* 14469 FLORIDA* 15601 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 069 MISSISSIPPI* 8925 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33171 VOICE: 727- 524 -1905 FAX: 127- 524 -1299 • LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 RLOOR PLAN THIS DRAWING IS NOT VALID UNLESS SIGNED _IN PURPLE INK. 3—e —cier AREA FOR APPROVAL STAMPS Richard L. Bullock Modular Building Plans Examiner Florida Certificate R Date --////15 / Plan No. 41-1 -0031' R Approved By REV BY "APPROVED DOCUMENT DATE • DATE: 3/3/09 • DRAWN BY: JDA CHECKED BY: SCALE: W.0. NO: FSG AS NOTED 485 --003L • DESCRIPTION SHEET A -1 3 OF 11 Q 1 ir---1110 11710 ilimihamee ii1VM llotit � Is 11 /► - 1 illh.........,„, m p Fr l?moiliiiiiiiiiim,,,. < il 1 PaLrot.11-111P- i ijci .4ie./ L 71.IL GONFIGURATION . i 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' -O" 2 o • I PJ.00R PRATING SCALE. 1/4" = IL -D" m 0) • am . GA R0 .1_3 1 ••., • N0.89 ' * S * PROFESS ALt f • + + s r ••� GIN� • • \Q + + ++l ' • ....... SKID J4IYOUt 15 P5 WIDTH 6 1_ 0 ,1 -0 " 10 11' -8" F LIVE LOAD JOISTS 2x4 AT I6" D.G. * 2x4 AT 16" D.G. ** 2x6 AT 16" D.G. ** 2x6 AT 16" D.G. 5YP A 14.5" 6" 18" 28" #2 B 43" 84" 84" 84" 125 PSP LIVE LOAD 5YP #2 WIDTH 6'_O" 8'-D" 10' -O" II'-8" JOISTS 2x4 AT 16" D.G. * 2x6 AT 16" O.G. 2x6 AT 16" O.G. 2x6 AT 16" O.G. A 145" 6" 18" 28" 43" 84" 84" 84" * 6' -O" UN T MAY USE 2x4 SYP *3 ** THESE UNITS MAY USE 2x6 SYP *3 L A B A 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) 2x SIDE RAIL Da t Apl M' AREA FOR APPROVAL STAMPS MD1 "AP : n OVEN DOCUMENT l /! Plan No. SyO loved By IQle- •Richard L. Bullock *liar Building Plans Examiner Florida Certificate REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200 SUPPLEMENTS FOR A THE SECOND GUST OF 150 MPH. FRED S. C ARDL JE .J.., ALABAMA* 14461 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8125 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #I1 LARGO, FLORIDA 33111 VOICE: 121 - 524 -I105 FAX: 121 - 524 -1211 • LARK BUILDERS METAL SHED PLANS - 150 MPH 404 DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 f FLOOR FRAMING PLAN THIS DRAI''IN6 15 NOT VALID UNLESS SIGNED IN PURPLE INK. d-4 • DATE: DRAWN BY: CHECKED BY: SCALE: W.0. NO 3/3/01 JDA FSG AS NOTED 485 -003L • SHEET A -2 4 OF I7 3/3/2009 2:31:30 PM ROOF RAFTER TO TOP PLATE FASTENING WIDTH SPACING OF Y4 —I4 HWH TRAXX /I I' SC 6,_ O 11 G 15 . 8' -0" 75" D.G. 101 -0" 6" D.G. II' -8" 5" O.G. 3 I /2" METAL ROOF CHART SCALE: N.T.S. 3 1/2" METAL ROOF BRACING FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE ROOF RAFTER FRAMING SCALE: I /4" = I'-0" .�' 2' -O" j, 2'-O° , FRED S. CARIDUJE11., ALABAMA* 1446q FLORIDA* 15607 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 'Aga! MISSISSIPPI# 8 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33771 VOICE: 727 - 524 -1g05 FAX: 727 - 524 -I2gq Cp /304,1 'y y . SEA `-' NO. 11108 I ►i 9 c�`�• , GI NE ' � v r 11 .44 S .. CAR� '''' 2 1/2" x 1/2" CORRUGATED ROOF COVERING #8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 3 I /2" METAL ROOF RAFTER 2' -0" 2' -O" ROOF FRAMINC4 SCALE: 1/4" = I' -0" THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. LARK BUILDERS METAL SHED PLANS - I50 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 34I -7844 f ROOF FRAMING PLANS \STE, O NO. 14241 PROFESSIONAL S• C RR% q' -10 11/16" a Cfi94/i ° � d a l s • N 8925 " PROFESSIONALS W • 1 0 is 4 'Q t�'Ir� e - _ ► ► FOp MISS\'. 1 } V V2" METAL ROOF BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. Arr .i • AREA FOR APPROVAL St AMPS Date Ilpproved By REV BY DATE DATE: DRAWN. BY: CHECKED BY: SCALE: W.D. NO: 3/3/Oq JDA F5G AS NOTED 485 -003L NDI " DOCUMENT it o y Plan No.1s 00 3 li R Richard L Bullock Modular Building Plans Examiner Florida Certificate SMP 0 DESCRIPTION SHEET A -3 5 OF 1-1 3/3/2009 2:31:38 PM COVERING FASTENED WITH #8 SELF / 2 1/2" x 1/2" CORRUGATED ROOF DRILLING GRABBER SCREWS AT 10' 0.0 AV 7 3 I /2" METAL ROOF CHART SCALE: N.T.S. 3 1/2" METAL ROOF BRACING FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE ROOF RAFTER FRAMING SCALE: I /4" = I'-0" .�' 2' -O" j, 2'-O° , FRED S. CARIDUJE11., ALABAMA* 1446q FLORIDA* 15607 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 'Aga! MISSISSIPPI# 8 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33771 VOICE: 727 - 524 -1g05 FAX: 727 - 524 -I2gq Cp /304,1 'y y . SEA `-' NO. 11108 I ►i 9 c�`�• , GI NE ' � v r 11 .44 S .. CAR� '''' 2 1/2" x 1/2" CORRUGATED ROOF COVERING #8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 3 I /2" METAL ROOF RAFTER 2' -0" 2' -O" ROOF FRAMINC4 SCALE: 1/4" = I' -0" THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. LARK BUILDERS METAL SHED PLANS - I50 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 34I -7844 f ROOF FRAMING PLANS \STE, O NO. 14241 PROFESSIONAL S• C RR% q' -10 11/16" a Cfi94/i ° � d a l s • N 8925 " PROFESSIONALS W • 1 0 is 4 'Q t�'Ir� e - _ ► ► FOp MISS\'. 1 } V V2" METAL ROOF BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. Arr .i • AREA FOR APPROVAL St AMPS Date Ilpproved By REV BY DATE DATE: DRAWN. BY: CHECKED BY: SCALE: W.D. NO: 3/3/Oq JDA F5G AS NOTED 485 -003L NDI " DOCUMENT it o y Plan No.1s 00 3 li R Richard L Bullock Modular Building Plans Examiner Florida Certificate SMP 0 DESCRIPTION SHEET A -3 5 OF 1-1 3/3/2009 2:31:38 PM ALUMINUM BASE TRIM VARIES ALUMINUM BASE TRIM 4x6 P.T. 5YP *2 SKID AND LOCATION DETERMINED BY OWNER EI.EVAT I ON 4x6 P.T. SYP *2 SKID UMINUM DOOR SIZE SCALE: I /4" = 1 ELEVATION SCALE: I/4" - 1 SEE SHEET A - $ A -7 FOR SIDE AND ENDWALL SECTIONS 2 U2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. O ff, FE O� • ?aQO s SEAL � . % ' NO. 11108: % ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER 19 fl •��. 01 t S �. %%% % % %% 2 V2" x 1/2" CORRUGATED OR LAP SIDING WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. 2 I/2 x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER 2 1/2" x I/2" CORRUGATED 0 LAP SIDING WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. V Q o NO. 14241 PROFESSIONAL 4t ct` /VG►Ne— s. C pF1 0 • AREA FOR APPROVAL STAMPS NDl "APPROVED" DOCUMENT 3/ l /i6q plan No. ift ('-6D L. to 11 n p roved By if Richard L. Bullock odular Building Plans Examiner Florida Certificate 4MP 003 REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. 1 FRED S. GARDL,UEJ.L., ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8425 N. CAROLINA* 11108 TEXAS* 54100 I000 SOUTH BELGHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 727- 524 -Ig05 FAX: 727- 524 -I2gq • 1.ARIc BUILDERS METAL SHED PLANS - 50 MPH 409 DIXON STREET VIDALIA, GEORGIA 304474 (800) 341 -7844 STANDARD ELEVATIONS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: DRAWN BY: CHECKED BY: SCALE: WA. NO: • 3/3 /Oq JDA F5C AS NOTED 485 -003L SHEET 6 OF Ii • ALUMINUM BASE TRIM ` � a aaa.saa 11 ..''''71 � CARO • 14 it r0 O� ' 9 • Sto 9 • ,g 1 :4 SEAL . . $*1 NO. 1110 4 ° N <Q �—. F ,P irl�aaS..G R -O A l , MI 4x6 P.T. SKID ALUMINUM BASE TRIM 4x' P.T. SKID STEEL DOOR SIZE AND LOCATION DE I tt MINED BY OWNER TURN AROUND ROOF ELEVATION SCALE: 1/4" = ILO" IMO TURN AROUND ROOF ELEVATION SCALE: 1/4" = 1'-O" u SEE SHEET A -8 $ A - FOR SIDE AND ENDWALL SECTIONS 2 1/2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 2 1/2" x 1/2" CORRUGATED OR STEP DOWN WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. ALUM. WINDOW SIZE AND LOCATION DETERMINED BY OWNER ‘taa.aa`��� 2 1/2" x 1/2" CORRUGATED ROOF COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 10" O.G. 2 1/2" x 1/2" CORRUGATED OR STEP DOWN WALL COVERING FASTENED WITH *8 SELF DRILLING GRABBER SCREWS AT 12" O.G. • AREA FOR APPROVAL STAMPS "APPROVED" DOCUMENT to 3////d/ . Plan No. p roved By 44,44- 11.tT -6(13 Richard L. Bullock Nodular Building Plans Examiner Florida Certificate SNIP 00?. REV • BY . DATE DESCRIPTION . THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200°1 SUPPLEMENTS FOR A' THREE SECOND GUST OF 150 MPH. L 'FRED S. GA 'DUJE1.1 -, P.S., P.1..6. ALABAMA* I446q FLORIDA* 15801 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 parna MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121 - 524 -Ig05 FAX: 121- 524 -I2gq • LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 TURNAROUND ELEVATIONS THIS DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. • • DATE: DRAWN BY: CHECKED BY: SCALE: W.D. NO: • 3/3 /Oq JDA F5G AS NOTED 485 -003L 0 SHEET A -5 1 OF 11 2 a. CNI 0 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE \\ * NO. 14241 PROFESSIONAL -AN AN �- -; .�G I N E S L 4x6 P.T. SYP *2 SKID n- WALL STUD FASTENED W/ (2) - #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 1/2" METAL LATERAL BRACE FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 12 3.15 P.T. SYP P.T. 2x RIM JOIST 4 : - SIDE WALL T 3 1/2" METAL TOP PLATE 4x *2 SKID P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL FRAMING SCALE: 1/4" = 1 3 1/2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS GRABBER SCREWS (I) INTO EACH FLANGE 12 3.75 3° 24" TYP. *REID S. CARIDLJEJ..1., ALABAMA* 1446c1 GEORGIA# 14241 FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 N. CAROLINA# II108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33711 VOICE: 127 - 524 -Ig05 FAX: 121 - 524 -I2gq • 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE SEE CHART 2/A -2 AIMING; SCALE: 1/4" = 1 3 1/2" METAL ROOF BRACING FASTENED I^I/ (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 1/2" METAL LATERAL BRACE FASTENED W/ (2) 1110 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE FASTENED W/ 5/16"O x 4" LONG LAG SCREW AT 16" 0.G. INTO RIM JOIST 4x6 P.T. SYP #2 SKID LARK anumes METAL SHED PLANS - 150 MPH 409 DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 TAWARD WALL SECTIONS ON SKIDS BOTTOM PLATE FASTENED WITH 5 /I6 "cP x 4" LONG LAG SCREW AT I6 0.G. INTO FLOOR JOIST 3 1/2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL PRl4MING SCALE: 1/4" = I'-O° 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL WALL BRAG ING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3" THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. ...s A re)Seme..4..11-41.eiza • REV AEA FOR APPROVAL STAMPS NDI ,, «AppROVED UUGUMET to bild/ Q Plan No. 7d -C -6 pproved By. R iil�S!" - _ • Richard L. Bullock odnlar Building Plans Examiner Florida Certificate 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. DATE: DRAWN BY CHECKED BY SCALE: W.O. NO: 3/3/Oq JDA F5G AS NOTED 485 -003L SHEET A -6 S OF 11 12 3.75 MONOLITHIC GONG. FTC. W/ 2 -#5's CONT. (TYP.) FRAMING • 12 — 1335 TH15 DRAWN& 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DESCRIPTION zo o 3 1/2" METAL WALL STUD FASTENED W/ (2) - #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 1/2" METAL LATERAL BRACE FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE HILTI KKK BOLT MIN. 1/2" W/ 5 1/2" EMBEDDED IN THE GONG. AND 1 3/4" MIN. EDGE DISTANCE AT 16" 0.G. X JVARIES I TYP. 3 1/2" METAL HEADER FASTENED WITH (2) - #10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 3" 3 1/2" .METAL WALL BRACING FASTENED WITH (2) - #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE • • = 1 II MONOLITHIC CONC. FTC. II W/ 2-#5's CONT. (TYP) 1: °" END WALL FRAMING SCALE: 1/4" = I'-0" *RED S. c RcUJE1.1., P.E., P.�...5. ALABAMA* 14464 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8425 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #I1 LARGO, FLORIDA 33771 VOICE: 727- 524 -1405 FAX: 727- 524 -I24q • 3 1/2" METAL HEADER FASTENED W/ 3 1/2" METAL ROOF BRACING FASTENED (2) #IO SELF DRILLING GRABBER 'V/ (2) 4I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE SCREWS (1) INTO EACH FLANGE MONOLITHIC GONG. FTC. W/ 2 - #5's CONT. (TYP) 3 1/2" METAL WALL STUD FASTENED W/ (2) #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS ' EAL z NO. 11108 . GrNt-‘-. tie tt 'h..s• GARo = SIDE WALL - FRAMING SCALE: 1/4" : 1 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL LATERAL BRACE FASTENED WITH (2) - #I0 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE HILTI KWIK BOLT MIN. 1/2" W/ 5 1/2" EMBEDDED IN THE GONG. AND 1 3/4" MIN. EDGE DISTANCE AT lb" O.G. N O4h 1 6: 7 ,-!1 3" L RIC BUILDERS METAL SHED PLANS - 150 M PSI 4o1 DIXON STREET VIDALIA, GEORGIA 30414 (800) MI -1844 STANDARD WALL SECTIONS ON CONCRETE 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL WALL BRACING 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 1,4t-x Approved By THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE S GOND GUST OF 150 MPH. AREA FOR APPROVAL St:4MPS Richard L. Bullock Modular Building Plans Examiner Florida Certificate SMP flit • DATE: DRAWN BY: CHECKED BY: SCALE: W.O. NO: 3/3/04 JDA FSG AS NOTED 485 -003L NDI "APPROVED" DOCUMENT SHEET GI OF I-7 r • 3 1/2" METAL HEADER FASTENED WITH (2) #I0 SEL F R DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 I/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 M ETAL ROOF A FTE R SEE CHART / \ / \ 3/A -3 FOR FASTENING \ T0 TOP PLATE 3" 4x6 P.T. SYP *2 SKID / 4' -O" TYP. SEE CHART 2/A - END WALL 4x6 P.T. SYP *2 SKID 17 0 3" 3 1/2" METAL HEADER FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE SIDE WALL FRAMING - SCALE: I /4" = I' -O" 3 1/2" METAL ROOF BRACING FASTENED W/ (2) -#10 SELF DRILLING GRABBER SCREWS 3 1/2" METAL (I) INTO EACH FLANGE TOP PLATE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3 1/2" METAL LATERAL BRACE FASTENED W/ (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 "ep x 4" LONG LAG SCREW AT 16" 0.G. INTO FLOOR JOIST / 24 " TYP. 3 1/2" METAL HEADER FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE P.T. 2x RIM JOIST SEE CHART 2/A -2 . 24" 1 VARIES TYP. 4 4 P.T. 2x RIM JOIST TYP. SEE CHART 2/A -2 END WALL 3 1/2" METAL ROOF RAFTER SEE CHART 3/A -3 FOR FASTENING TO TOP PLATE Bat APP ed Bq 3 1/2" METAL ROOF lid la Bullock BRAG 10 SEL ETNED DRILLING Wdllar Building Plans Examiner Florida Certificate REIM GRABBER SCREWS (I) INTO EACH ;LANGE AREA FOR APPROVAL STAMPS /r NDI "APPROVED DOCUMENT • REV BY .DATE Plan No. 4. errs 3G- DESCRIPTION THESE PLANS NERE DESIGNED IN ACCORDANCE IMITH THE 2007 FLORIDA BUILDING CODE WITH THE 200c1. SUPPLEMENTS FOR A THREE SECOND GUST OF ISO MPH. *REID S. CARDU.JEI J , ''' .l., P.�...5. ALABAMA* 1446 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8125 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 127- 524 -1 FAX: 721 - 524 -12801 LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 ,rWAROA)" waLL SECTIONS ON SKIDS ) • THIS DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. • • DATE: DRAWN 6'f: CHECKED BY SCALE: • W.0. NO: 3/3/Oq JDA FSG AS NOTED 485 -003L • SHEET A -8 10 OF 17 SEAL * 3 1/2" METAL * NO. 11108 TOP PLATE 0,1"P � 4, E��'��li �� S'• C A) 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE \ \ 4x6 P.T. SYP *2 SKID 3 1/2" METAL WALL STUD FASTENED IN/ (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 I /2" METAL LATERAL BRACE FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 12 3.15 1 • P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL 4x6 P.T. SYP *2 SKID FRAMING SCALE: 1/4" = I'-0" 24" TYP. P.T. 2x RIM JOIST SEE CHART 2/A -2 3 1/2" METAL. WALL STUD FASTENED 1N/ (2) *10 SELF DRILLING GRABBER SCREWS GRABBER SCREWS (I) INTO EACH FLANGE 12 3.15 3" 'FRED S. CARDUJELI„ P.E., P.Q.S. ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121- 524 -1 FAX: 121 - 524 -12gq • 3 I/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE -� / / 4' -0" SIDE WALL 3 1/2" METAL LATERAL BRACE FASTENED IN (2) *10 SELF DRILLING GRABBER SGREW5 (I) INTO EACH FLANGE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 3 I /2" METAL BOTTOM PLATE FASTENED W/ 5/16 "4' x 4" LONG LAG SCREW AT 16 O.G. INTO RIM JOIST 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 4x6 P.T. SYP *2 SKID LARK BUILDERS METAL SHED'PLANS - 50 MPH 401 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -7844 ( TURNAROUND WALL SECTIONS ON CONCRETE FRAMING P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL VARIES TYP. cm SCALE: 1/4" = 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 S TE R NO. 14241 PROFESSIONAL 1 S C A¢© 24" 24" - 3 1/2" METAL : BOTTOM PLATE FASTENED WITH 5/16"4) x 4" LONG LAG SCREW AT 16" O.G. INTO FLOOR JOIST 3 I /2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS — 1 3.15 3" IMP 2 4" NO 8925 P * PROFESSIONAL 41 4 : MI SS� 5 5= f THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. THIS DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. • AREA FOR APPROVAL STAMPS • DATE: DRAWN BY: CHECKED BY SCALE: W.O. NO: 3/3/0q JDA FSC AS NOTED 485 -003L NDI "APPROVED DOCUMENT ma te Plan No. L igS'BQ 3 U ipproved By /Q , 4(,e af— Richard L. Bullock Ptbdiilar Building Plans Esaniiiik.Florldii Certifeafe 5MP OOZ SHEET A -9 11 OF I- r • AS • • ( REV BY DATE . DESCRIPTION SEAL * 3 1/2" METAL * NO. 11108 TOP PLATE 0,1"P � 4, E��'��li �� S'• C A) 3 1/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE \ \ 4x6 P.T. SYP *2 SKID 3 1/2" METAL WALL STUD FASTENED IN/ (2) - *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS 3 I /2" METAL LATERAL BRACE FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 12 3.15 1 • P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL 4x6 P.T. SYP *2 SKID FRAMING SCALE: 1/4" = I'-0" 24" TYP. P.T. 2x RIM JOIST SEE CHART 2/A -2 3 1/2" METAL. WALL STUD FASTENED 1N/ (2) *10 SELF DRILLING GRABBER SCREWS GRABBER SCREWS (I) INTO EACH FLANGE 12 3.15 3" 'FRED S. CARDUJELI„ P.E., P.Q.S. ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *11 LARGO, FLORIDA 33111 VOICE: 121- 524 -1 FAX: 121 - 524 -12gq • 3 I/2" METAL HEADER FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE -� / / 4' -0" SIDE WALL 3 1/2" METAL LATERAL BRACE FASTENED IN (2) *10 SELF DRILLING GRABBER SGREW5 (I) INTO EACH FLANGE 3 1/2" METAL WALL BRACING FASTENED WITH (2) - *10 SELF DRILLING GRABBER SCREWS (1) INTO EACH FLANGE 3 I /2" METAL BOTTOM PLATE FASTENED W/ 5/16 "4' x 4" LONG LAG SCREW AT 16 O.G. INTO RIM JOIST 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 4x6 P.T. SYP *2 SKID LARK BUILDERS METAL SHED'PLANS - 50 MPH 401 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -7844 ( TURNAROUND WALL SECTIONS ON CONCRETE FRAMING P.T. 2x RIM JOIST SEE CHART 2/A -2 END WALL VARIES TYP. cm SCALE: 1/4" = 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 S TE R NO. 14241 PROFESSIONAL 1 S C A¢© 24" 24" - 3 1/2" METAL : BOTTOM PLATE FASTENED WITH 5/16"4) x 4" LONG LAG SCREW AT 16" O.G. INTO FLOOR JOIST 3 I /2" METAL WALL STUD FASTENED W/ (2) *10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE AT RUNNERS — 1 3.15 3" IMP 2 4" NO 8925 P * PROFESSIONAL 41 4 : MI SS� 5 5= f THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. THIS DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. • AREA FOR APPROVAL STAMPS • DATE: DRAWN BY: CHECKED BY SCALE: W.O. NO: 3/3/0q JDA FSC AS NOTED 485 -003L NDI "APPROVED DOCUMENT ma te Plan No. L igS'BQ 3 U ipproved By /Q , 4(,e af— Richard L. Bullock Ptbdiilar Building Plans Esaniiiik.Florldii Certifeafe 5MP OOZ SHEET A -9 11 OF I- 4 FINISH �_I I I III —I I 1 =1 I —I 1 = 1 I 1 GRADE ► I I III II — III 1 = 1 I I — I I I — I I I — I I I - 1 11 _ — I 1 I - 1 I - 111 1 I'- 4 "x4 "x4" 1 I I II — III — III= THK MIN. -1 I I i l _I � 1 - FOOTER I • „ � TI -1 I I ; II I _ — I11 :� 11 I NO. 14241 PROFESSIONAL 'g am a G INS -Al S CAO 4 9 ri P 3 1/2" METAL ROOF RAFTER P.T. 2x FLOOR \ -- JOIST SEE GHART 2/A -2 SECT I ON 3 1/2" METAL WALL STUD 3 1/2" METAL HEADER 3/4" PLYWOOD FLOORING (2) - #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE SCALE: I/4" = 1 3 1/2" METAL LATERAL BRACE =MIR S' -O" MAX. 34 METAL BOTTOM 3 1/2" METAL HALL PLATE ATTACHED W/ STUD FASTENED HILTI KWIK BOLT MIN. 1/2" WITH (2) - #I0 SELF W/ 5 1/2" EMBEDDED IN DRILLING GRABBER THE GONG. AND 13/4" SCREWS (I) INTO MIN. EDGE DISTANCE AT EACH FLANGE IS" 0.G. MONOLITHIC GONG. FTC. W/ 245's GONT. (TYP.) 3 1/2" METAL BOTTOM PLATE FASTENED WITH 5/16" cP 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 (1) - *10 SELF DRILLING GRABBER SCREWS. 3 1/2" METAL HALL — STUD FASTENED WITH (2) - #10 SELF DRILLING GRABBER SCREWS (I) INTO EACH FLANGE 3/4" FLOORING —\ (PLY OR T8G) SEE CHART # /A -3 OR ### FOR FASTENING s.Tag LATE P AN C ,' O F'E S S i '•'' ' ¢ SEAL NO. 1 1 108 • , t •o •G / N- '': i • INISH RARE —III - 'ii 1 1 925 KNAL III 1 F - '��4� 1 +; rF of miss` = ° P.T. SW ID 3 1/2" METAL ROOF RAFTER 4x6 P.T. SYP - #2 SKID - (2) - #10 SELF DRILLING GRABBER SCREWS (1) \ INTO EACH FLANGE/ too." 1 3 1/2" METAL GROSS BRACE 3 1/2" METAL WALL BRACING 12 3.75 SECTION SCALE: 1/4" = I'-0" P.T. 2x FLOOR JOIST SEE GHART 2/A -2 3 1/2" METAL WALL STUD O zo 3 1/2" METAL BOTTOM PLATE ALUMINUM SIDING n AREA FOR APPROVAL STAMPS ite pproved By p NDF "APPROVED" DOCUMENT 31 �0 y Plan No. 0436 ?rsut• ?Richard L. Bullock 1[odular Building Plans Examiner Florida Certificate 31■4P 003 REV BY DATE DESCRIPTION f THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. *REID S. CARIDUJEL.l., P.E., P.l...s. ALABAMA* I4461 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI# 8125 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT #11 LARGO, FLORIDA 33711 VOICE: 127- 524 -1105 FAX: 121- 524 -1211 • LARK BUILDERS METAL SHFD PLANS - 150 MPH 40q DIXON STREET . VIDALIA, GEORGIA 30414 (800) 841 -1844 f SECTIONS AND ANCHORING DETAILS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. • DATE: DRAWN BY: CHECKED BY: SCALE: * 11.0. NO: 3/3/01 • JDA FSC AS NOTED 485 -003L • SHEET A -I0 12 OF 11 1 2 a N N 0) 0 N #10 SELF DRILLING GRABBER SCREWS (I) SCREW INTO EACH 'FLANGE 3 PIECE HEADER (I) 2x4 SYP #2 BOTTOM HEADER 5/I6" x 4" LAG SCREW I6" O.G. ACROSS SIDE II END WALLS INTO 2x6 GROSS MEMBERS SECTION SCALE: N.T.S. (3) PIECE HEADER ATTACHED TO SKIDS (TYP. FRONT 4 REAR OF UNITS) ISOMETRIC ALABAMA* I446q FLORIDA* 15607 GEORGIA* 14241 INDIANA* 20338 LOUISIANA* 20548 gi MISSISSIPPI* 8125 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33771 VOICE: 121- 524 -Ig05 FAX: 127- 524 -I2gq #10 SELF DRILLING GRABBER SCREWS (1) SCREW INTO EACH FLANGE 5/I6" x 4" LAG SCREW I6" O.G. ACROSS 5I0E END WALLS INTO 2x6 RIM JOIST 2x HEADER CONTINUOUS SEE CHART 2/A -2 LARK BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, 6EOR6IA 30414 (800) 841 -1844 DETAILS SECTION SKID TO JOIST FASTENING ISOMETRIC SCALE: N.T.S. 3 1/2" METAL WALL STUD 3 I /2" BOTTOM PLATE GONT. 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. 5YP #2 SKID BEYOND 2x4 5YP #2 FLAT BELOW DOUBLED. 2x's 5/16" x 4" LONG LAG SCREW THROUGH EACH JOIST INTO EACH SKID THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 3 -- 6 -67 AREA FOR APPROVAL STAMPS NDI "APPROVED" DOCUMENT THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 2001 SUPPLEMENTS FOR. A THREE SECOND GUST OF 150 MPH. W.O. NO: 485 -003L DESCRIPTION 13 OF 11 • 2x P.T. RIM JOIST SEE CHART 2/A -2 m 4x6 5YP *2 P.T. 5KID5 WITH I I/2" WIDE 1 1/2" DEEP NOTCHES AT 16" O.G. ENTIRE LENGTH OF SKIDS TO ACCOMMODATE FLOOR JOISTS (TYP) SEE DETAILS 2AND 3 /A -II TYP. SKID NOTCH AND SPLICE 2 SKID ISOMBIRIC _ SCALE: N.T.S. Si TAIL I1. SCALE: N.T.S. g. CAR 'CG�STF,9••..F �i 114::;:: , e� �p • << ��,i NO.9925 PROFESSIONAL: • • 11 ,1� ` ` ' O MSS • 2. 12” LAP SPLICE FASTENED WITH (6) - 5/16" x 4" LAG SGREWS ON OUT SIDE AND (3) /(6" x 4" LAG SCREWS INSIDE NOTCH OR DADO 1 1/2" WIDE x 1 1/2" DEEP AT 16" O.G. FOR FLOOR JOIST ENTIRE LENGTH OF SKID • l AREA FOR APPROVAL STAMPS :te S / / / / a1 Plan No. LieS'''06 g& R proved Bq R .t.G4a Richard L Bullock odular Building Plans Examiner Florida Certificate R_ MP OQ REV BY N I "APPROVED" DOCUMENT DATE DESGRI • THESE PLANS. WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GODS WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH. 'M EI , S. CARDWEL , P.O., P.L.S. ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33111 VOICE: 127 - 524 -1405 FAX: 721- 524 -I2gq • LARK BUILDERS METAL SHED PLANS — 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 DETAILS i TH15 DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: DRAWN BY: GHEGKED BY: SCALE: ‘ 1^1.0. NO: 3/3/Oq JI7A F5C A5 NOTED 485 -003L SHEET A -12 14 OF Il 2 a c) M fV C1 0 0 20 GA. 3 -5/8" METAL TRACK 20 GA. 3 -5/8" METAL STUD (2) BUILDEX I0 -I6xl" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH BRACE WEB INTO EACH STUD WEB FASTENING OF BRACE TO BACKSIDE OF STUD CHANNEL GUT AND REMOVE 2" OF FLANGE AND LIP TO FOLD BACK 2" LONG WEB PIECE FOR SCREWED CONNECTION DETAIL SCALE: 3" - 1' -0" (2) BUILDEX 10- I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH HEADER FLANGE INTO EACH HEADER BRACE FLANGE DITAIL SCALE: 3" :ILO" 20 GA. 3 -5/8" METAL STUD i FRED S. CARDWELL, P.M., P.L.S. ALABAMA* 14464 FLORIDA* 15601 GEORGIA* 14241 INDIANA* -20338 LOUISIANA* 20548 plailE1 MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 5011TH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33711 VOICE: 127- 524 -I405 FAX: 121 - 524 -1244 20 GA. 3 -5/8" METAL STU (2) BUILDEX 10 -I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH STUD FLANGE INTO EACH BRACE FLANGE 20 GA. 3 -5/ METAL STUD (2) BUILDEX I0 -I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8" METAL STU FASTENING OF BRACE INSERTED INTO STUD CHANNEL 20 GA. 3 -5/8" METAL HEADER TRACK DETAIL SCALE: 3" : LAR< BUILDERS METAL SHED PLANS - 150 MPH 40q DIXON STREET VIDALIA, GEORGIA 30414 (800) S41 -1844 r DETAILS (2) BUILDEX 10- I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH HAT CHANNEL FLANGE INTO EACH TRUSS TOP CHORD f THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 2009 SUPPLTS FOR A THREE SECOND GUST OF 150 MPH. FASTENING TO TOP TRACK SIMILAR 20 GA: 3 -5/8" METAL TRUSS 20 GA. 1 -1/2" METAL TOP CHORD HAT CHANNEL DETAIL SCALE: 3" : I'-O" THIS DRAIn11NG 15 NOT VALID UNLESS SIGNED IN PURPLE INK. 3-6-0 7 • • REV AREA FOR APPROVAL STAMPS BY NO ,, "APPROVED DOCUMEN DATE Date. '3 /J /b / Plan No ti2S' 7 L proved By /'i 114.24 .. Richard L. Bullock nodular Building Plans Examiner Florida Certificate 9MP 00. • DATE: DRAWN BY: CHECKED BY: SCALE: W.O. NO: 3/3/Oq JDA FSG AS NOTED 485 -003L • DESCRIPTION SHEET 1 A -13 15 OF 11 20 GA. 3-5/8' METAL 5TUD 20 GA. 3 -5/8" METAL 5TUD (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH 20 GA. 3 -5/8" STUD FLANGE METAL TRACK (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH STUD FLANGE INTO EACH BRACE FLANGE DETAIL SCALE: 3" = I'-0" ... GARp� �2 O` � S SEA► - % s o.1A 1 8 J 7 . 10: psk i 20 GA. 3 -5/8" METAL STU (2) BUILDEX I0 -I6xI" 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 • . Ig O S C A '1a1 Qke •'G\ S T 9 ` � l+i *' NO.8925 : *; PROFESSIONAL; • rNe " Q� Met , O .... ISS' . • • AREA FOR APPROVAL STAMPS /� pNDI "APPROVED" DOCUMENT 11 i ... te ' : Plan No. '' `C v *proved By Richard L. Bullock nodular Building Plans Examiner Florida Certificate MEWL REV BY' DATE DESCRIPTION t 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. CARDWELL, P.M., P.L..S. • ALABAMA* I446q GEORGIA* 14241 FLORIDA* 15607 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8825 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33711 VOICE: 127- 524 -Ig05 FAX: 727- 524 -I2gq • LARK BUILDERS METAL SHED PLANS - 150 MPH 409 DIXON STREET VIDALIA, GEORGIA 30414 (800) 841 -1844 c DETAILS THIS DRAWING 15 NOT VALID UNLESS SIGNED IN PURPLE INK. DATE: DRAWN BY: CHECKED BY: SCALE: W.O. NO: 3/3/Oq JDA F5C AS NOTED 485 -003L • SHEET A-14 16 OF 17 (2) BUILDEX I0 -16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM TRACK WEB INTO TRACK WEB (2) BUILDEX 10- I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8" METAL STUD DETAIL. SCALE: 3" : l'-0" (2) BUILDEX 10 -I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH TRACK FLANGE (2) BUILDEX I0- I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE GUT AND REMOVE 2" OF 20 GA. 3 -5/8" FLANGE TO FOLD BACK METAL STUD 2" LONG WEB PIECE FOR SCREWED CONNECTION (2) BUILDEX I0 -I6xI" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM TRACK WEB INTO TRACK WEB SCALE: 3" : ILO" (2) BUILDEX I0- 16x1" TEKS PANHEAD SCREWS WITH *3 DRILL POINT FROM EACH TRACK FLANGE INTO EACH STUD FLANGE 20 GA. 3 -5/8" METAL STUD 20 GA. 3 -5/8" METAL TRACK DETAIL SCALE: 3" : 1' -0" 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 GK FLANGE c A R 0 � '++ �ESS /p Q. SEAL `-• S NO. 11108 '8 . . G .� A.- • AREA FOR APPROVAL STAMPS ND1 "APPROVED" DOCUMENT to j/ 1 1 6 Plan No. 4j5 - (3 L /proved By R Richard L. Bullock 4odular Building Plans Examiner Florida Certificate ':1 " j. REV BY. DATE DESCRIPTION f 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.M., P.1..S. ALABAMA* 14461 GEORGIA* 14241 FLORIDA* 15601 INDIANA* 20338 LOUISIANA* 20548 MISSISSIPPI* 8125 N. CAROLINA* 11108 TEXAS* 54100 1000 SOUTH BELCHER ROAD BLDG -A / UNIT *II LARGO, FLORIDA 33111 VOICE: 121- 524 -1105 FAX: 721- 524 -1211 • LARK BUILDERS METAL SHED PLANS - 150 MPH 401 DIXON STREET VIDALIA, GEORGIA 30474 (800) 841 -7844 f DETAILS THIS DRAWING 15 NOT VALID UNLE55 SIGNED IN PURPLE INK. • • DATE: DRAWN BY: CHECKED BY: SCALE: W.O. NO: 3/3/01 JDA F5G AS NOTED 485 -O03L • SHEET 15 11 OF I1 r 1 1 G NOTE: INSTALL ANCHORS PER MANUFACTURER'S REQUIREMENTS 3/1 6" GALVANIZED CABLE TIE DOWN ENGINEERING PART' #5 1 556 (OR EQUI4LENT), TIGHTEN TO 500 LOS OF TtNSI6N MINUTE MAN MMA -18 OR EQ W/ 5/8" SIMPSON TITEN OR WED E -ALL EMDEDED 3" MIN. IN ALLA MINIMUM OF 4° FROM SLA EDGE. 3/1 6" GALVANIZED CABLE TIE DOWN ENGINEERING PART #5 1 556 (OR EQUIVALENT), TIGHTEN TO 500 LBS OF TENSION U5E (3)-3/1 6" GALVANIZED CLAMP TIE DOWN ENGINEERING PART #53806 (OR EQUIVALENT) I I O MPH WIND ZOND: 1/2" DIA. X 30" GROUND ANCHOR WITH SINGLE 4" HELIX (MODEL #59055) FOR SOIL CLASS 2 130 AND 1 50 MPH WIND ZONE : 5/8" DIA. X 40° GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59060) FOR SOIL CLASS 3 (SEE CHART FOR QUANTITY) DESIGN FOR: LARK BUILDERS 409 DICKSON STREET VIDALIA, GA. 30474 PROJECT NUMBER - OGEN224A DATE: January 22nd, 201 1 Sheet 1 of I Details for Concrete Installations (2) - SIMPSON °I13" @ 14° O.C. (130mph) OR °SPH4" @ 1 O.C. (I 50mph) AND (I) 1/2"x4" LAG BOLT THRU BASE PLATE 5/8" DIA. THRU BOLT WITH 2° WASHER, A449 GALVANIZED OR EQUIVALENT 1 I 0 MPH WIND ZOND: 5/8° DIA. X 40° GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 1 50 MPH WIND ZONE : 5/8" DIA. X 48° GROUND ANCHOR WITH SINGLE 6° HELIX (MODEL #59065) FOR SOIL CLASS 3 (SEE CHART FOR QUANTITY) Details for Masonry Block Installations GENERAL NOTES 1. DESIGN FOR MIN 2,500 PSI CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD 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 5 RESPONSIBLE FOR MEETING SOIL CLASSIFICATION FOR SIZING HEUCAL 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 6" HEUX 8. TESTED SOIL CAPACITY FOR TIE DOWN 1/2° X 30" ANCHOR = 500 FT . L.B. 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 1 . MAXIMUM STRUCTURE HEIGHT 15 1 2 FEET 1 2. ANCHORS ARE FOR SPECIFIED SOIL CLASSES NEEDED DESIGN PARAMETERS I . WIND DESIGN PER ASCE 7 -05 2. DESIGN WIND SPEED - I I OMPH - 13 H - 150 MPH 3. WIND EXPOSURE CATEGORY: C 4. WIND IMPORTANCE FACTOR: 15 5. ENCLOSURE CLASSIFICATION: ENCLOSED G. DESIGN MEETS INTERNATIONAL BUILDING CODE 200G * 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, COBBIES, PRELOADED SILTS, CLAYS AND COARL. A TEST PROBE TORQUE VALUE OF 550+119s-in SOIL CLASS 3 - MEDIUM DENSE COARSE SANDS SANDY GRAVELS VERY STIFF SILTS AND CLAYS. A TEST PROBE TORQUE VALUE OF 350- 5501bs -in (2) - SIMPSON 9H3° @ 14° O.C. (130mph) OR °SPH4° @ 16" O.C. (1 50mph) AND (1) 1 /2 "x4° LAG BOLT THRU BASE PLATE 5/8" DIA. THRU BOLT WITH 2" WASHER, A449 GALVANIZED OR EQUIVALENT 1 I O MPH WIND ZOND- 5/8" DIA. X 40" GROUND ANCHOR WITH SINGLE G" HELIX (MODEL #59060) FOR SOIL CLASS 3 130 AND 150 MPH WIND ZONE - 5/8° DIA. X 48" GROUND ANCHOR WITH SINGLE 6° HELIX (MODEL #59065) FOR SOIL CLASS 3 (SEE CHART FOR QUANTITY) ANCHOR CHART: 13LILI91NG W121-1 LENGTH 6 10 6 12 8 8 8 8 8 8 10 2 14 16 10 10 12 14 10 16 10 20 10 24 10 30 12 12 12 14 2 16 12 20 2 24 Z 50 2 56 2 40 2 44 12 50 14 14 14 16 14 20 14 24 4 50 14 36 14 40 14 44 14 50 /EWES, 'MEW lopm CLOCK SPACING (MAX) 7'6" 7 1' -6" 7' -6" 7' -6" 7' -6" 7' -6" 7' -0" 7 7' -0" 7' -0" 7 7' -0" 7' -0" 6' -6" 6'6" 6' -6" 6' -6" 6' -6" 6' -6" 6'-6" 6 6 ' " 6' -6" 6'-6" 6' -6" 6'-6" 6' -6" 6' -6" 6'6" 6' -6" 6' 6'-6" Revision Date: 01/22/2011 NOTE: THIS PLAN HAS BEEN UPDATED AND SUPERSEDES ANY PREVIOUS COPIES Plan Update With Detail Updates BLOCKS 4 4 4 4 6 6 6 4 6 6 6 8 10 12 6 6 6 8 10 12 14 16 16 18 12 I2 16 20 24 28 32 52 56 NOTE: NUMBER OF ANCHORS IN BOXED AREAS BELOW REQUIRE DOUBLE BLOCKING FOR THRU BOLT CONNECTIONS. ALL OTHERS REQUIRE SINGLE BLOCKING 110 MPH 130 MPH 150 Mri- SErp(A".'IIM;pr.��:n Gr 11G: Z: :K005 ( # ANCHORS EACH ) 2 2. 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 2 3 3 2 2 5 5 5 2 3 3 3 4 5 6 7 7 8 3 3 3 4 5 6 7 8 Notes: 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. SEE ANCHOR CHART NOTE FOR NUMBER OF BLOCKS 3 3 3 4 5 7 3 3 3 4 5 6 1 7 8 3 3 3 4 5 6 7 8 Haney Associates, Inc. Engineering 8i Construction Planning 100 Vance Sir , Suite00 Pendleton, S.C. 29670- Phone: 864- 646-7600 Fax: 864-646-7999 d1 /22/11 3 3 7" 3 3 4 a 3 4 5 6 i 8 3 3 4 6 7 8