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RC-14-101Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205942 Scheduled Inspection Date: April 04, 2014 Inspector: Rodriguez, Jorge Owner: SOUTHMAYD, SANDRA ALICE Job Address: 10538 NE 3 Court Miami Shores, FL Project: <NONE> Contractor: HOME OWNER tswaing uepartment comments SHED 8 X 10 Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Number: RC -1 -14 -101 Permit Type: Residential Construction Inspection Type: Final Work Classification: Shed Phone Number Parcel Number INSPECTOR COMMENTS False Inspector Comments 1122310130310 April 03, 2014 For Inspections please call: (305)762 -4949 Page 6 of 23 L�3�iajlY II3qI1y- Url BUILDING 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 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: /a S 3 9 %V • E • 3 "d e.-,,,.t FBC 201, 0 Permit No. Master Permit No. �-G I O ROOFING City: Miami Shores County: Miami Dade Zip: 3 J j P Foho/Parcel #: It " Ja ,.01 - 40 3 / O s' Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple City: Email: State: Phone #: � �� a) �rr•N�T CONTRACTOR: Company Name: &A D Address: _rb 3 3 I' N La .2 City: 'iN.t,,� Qualifier Name: State Certification or #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: NO #Yle Phone #: ju 4 S' .1319 - /3 86 0 3 .1 /30` 10.r-9 0040 Zip: 116 / 3 P .10S-7s P. - /3Qv AAAA Value of Work for this Permit: $_ �i► ' %5_0 Square/Linear Footage of Work: _ rx /V Type of Work: ❑Addition ❑Alteration 13&w ❑Repair/Replace ❑Demolition Description of Work: Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 roust 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 Agent 01 1 Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ' T4A" 2014 , by 5'-6d'�-MeL A .S1z kn y?1/m i day of , 20 _, by , who is personally known to me or who has produced 45�— t who is personally known to me or who has produced, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPROVED BY I m Plans Examiner Structural Review (Revised 3 /12/2012)(Reviwd 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning 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: �. ATE: +��j A/ IF ADDRESS: N Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, RS 489.103(7). And I have read and understood the following disclosure statement, which entities me to work as my own contractor, I further understand thaf 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.CA 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. 1 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 2. 1 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 *Cy 3. 1 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. a 0' Initial 4. 1 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. 1 understand that as the owner- builder, I must provide direct, onsits supervision of the construction. Initial 4#R• 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. e Initial• 7. 1 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 homeowners 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. Initia 04.1 8. 1 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. 9. 1 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. M Initial- 10. 1 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 Ucensing Board at 850.487.1395 or httplAuww.mltKndalicanse.com/dbDr]Dmtcilbfindexhtml Initial 11. 1 am aware of, and consent to, an owner- builder building permit applied for in my name and understands that I am the party Dally and financially responsible for the proposed construction activity at the following address: Initial iJ -*J. . 12. 1 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 Ucensed contractors are regulated bylaws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Ucensing 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 Q k day of , 20 1 `i By SQ>01 %-kMV)4() who was personally known tome or who has Produced there License or - l +' > -.4 1 — Y, —119. 5/4� 1 "Wrv- OWNER `����cnun►„u� . w8entif catiog°� CO yy, ,000/// 6'•'''° , Mission: Rick Scott Governor To protect, promote & improve the health of all people in Florida through integrated ET K John H. Armstrong, FACE state, county & community efforts. g' LTState. Surgeon General & Secretary Vision: To be the Healthiest State in the Nation March 05, 2014 Sandra Southmayd 10538 NE 3 Court Miami, FL 33138 RE: Modification to a Single Family Residence - No Bedroom Addition Application Document Number: AP1134606 Centrax Permit Number: 13 -SC- 1519261 10538 NE 3 Court Miami, FL 33138 Lot: 6 Block: 12 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 02/05/2014 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. Proposed installation of a Shed. No objection letter was issued by C. Icaza on 03/05/14. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single - family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381.0101, Florida Statutes. If you have any questions, please call our office at (305) 623 -3500. Sincer Car s a Engineer III Department of Health in Dade County Florida Department of Health www.FloridasHealth.com in Dade County - • , Florida TWITTER:HealthyFLA PHONE: (305) 623 -3500 FACE BOOK: FLDepartmentofHealth YOUTUBE: fldoh PERMIT #� CONTRACTOR: SUBMITTAL DATE: ADDRESS: ML '3 C` NAME: 1.�� r - - � RESUBMITAL DATES: PROJECT TYPE: t ZONING STRUCTURAL FIRE IMPACT FEES ELECTRICAL HRS /DERM PLUMBING NOC MECHANICAL --a" (jq rt.JZ ti BLDG ) MIAMI-DADE COUNTY MIAMI-DADE COUNTY _ DEPARTMENT OF REGULATORY AND ECONOMIC-RE -8RCES 11805 SW 26 STREET MIAMI, FL 33175-2474 ^ (786) 315 2000 IPROCESS NO: X2014056395 SANDRA SOUTHMAYD 10538 NE 3 CT UMIAMI SH8RES9 FL 33138 REVIEW FEE TYPE CODE DOH H006 EXISTING MISCELLANEOUS RECEIPT ` UNIT FEE QESC AMOUNT 1 769.0& 70.00 AMISCAPL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BNZM1142 t02/05/2014 ADD MISCELLANEOUS APPLICATION PAGE 1 10:14:08 YAL122 APPLICATION DATE 02/05/2014 PROCESS NO. X2014056395 OTHER DEPT. APPLICATION # OR BLDG DEPT. PERMIT # /ADDRESS AP1113.4 =6)__ CONTACT NAME SANDRA SOUTHMAYD SUB TOTAL $70.00 ADDRESS 10538 NE 3 CT CITY MIAMI SHORES STATE FL ZIP 33138 PHONE COUNTY AGENCY SALES FEE UNIT USER PAID TYPE CODE UNITS DESC FEE DESCRIPTION ID FEE IND DOH H006 1 EACH EXISTING SYSTEM YALI22 70.00 PF1,= UPDATE PF9 = MOD MISC APL NEXT SCREEN NEXT KEY MISC APPLICATION ACCEPTED... ENTER NEXT KEY TO CONTINUE 244+ e ji-0y i e `yl SKETCH SCALE.. i »®" 20'i : ••w V: : • • :• f I• eanaeu6ls ..• . �Bj�Q • • • e • e ••e 4 i a 9 i :'ON uo!}eo llddy . ... ... . .. o. wBJBOJd II ®M V 'S,(3*L'S'O kunoo epeQ -IwelW 411788H Lplaolq :.: :::::. •. off NOUO3rao ON L..c V - - -►® 2a a s o 4 38.70 N yo: Of o_ p� NOTES: ANGLES AND BEARINGS AS SHOWN ARE BASED ON PLAT INFORMATION. #t0 '6 9 -Nvr - -_- -- -- - -- - - - i ja C12,4 A tlN r r y e 4 B5':k y,3,q ftfessi 1F Td*mw, Flichda MUMM October 21, 2013 Robert Moore Lark Bullders, Inc. P.O.Drawer 629 Vidalia, GA 30475 RE: Manufacturer Certification, ID MFT -114; Expiration Date: October 21, 2016 Dear Robert Moore k80t Gov t 'C lE11 E"1 �Pt 1 2014 I�I It is my pleasure to Inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings Progra as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory Built School Storage Sheds, Manufactured Buildings for Installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review a Inspections. C 0 Each Code change will make your plans obsolete until they have been reviewed, approved and Indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site - related installation Issues are subject to the local authority having jurisdiction. WIAN :t SWOM The Department's contractor will make unannounced monitoring visits at least once e hTo r y R Ru� �must grant complete access to your manufacturing facility and records to remain in c IX I ®ATE the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renew Email generated by the BCIS (www.floridabuiidina.org) for online renewal. If you havJ XU /I,t you may contact Robert Lorenzo at 850 - 717 -1835 or our FAX at 850 - 414 - 8436. (� Please visit our website at www.floridabuildina.ora to see valuable Information on thelFlorida Manufactured Buildings Program. A copy of this letter must accompany applications fc[nSib CTURAL building permits. 11 cc: National Design and Inspection, Inc. sin'cerely� ELECTRICAL Robert Lorenzo PLUMBING Manufactured Buildings ProMn MECNAN BLDG. SUBJECT TO COMPLIANCE WITH HLL I'EUERAL. STATE AND COUNTY RULES AND REGULAftW 1 165DI175C -Metal Lapsider Box Eave Shed Master Phan (GENERAL NOTES: CHI5 STRUCTURE'NA5 DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE 4 2010 FLORIDA BUILDING CODE. WIND LOADING DESIGNED IN ACCORDANCE WITH THE ASCE - 7 -10. 2. ALL MATERIALS AND LABOR SHALL OE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHtR APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED I)1MEN510N. 4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN dUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED, 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: LOOK JOISTS - 2x4 5.Y.P12 41 2 -15% M015TURE CONTENT) 2xG 5.Y.P12412 -15% MOISTURE CONTENT) 2x8 5.Y.P. #2- (12 -15% M015TURE CONTENT) ALL OF THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED: 3KID5. FLOOR J015T5 AND 3/4' T*G FLOOR SHEATHING '. rRUS5 DESIGNED TO SUPPORT D.L. 4-L.L. -30 P.5.F. •3. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHER5 AND 3U xcr TO LOCAL JURISDICTION APPROVAL. ). ALL ALUMINUM TO BE 3005 -3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH. 'o. :OOF SLOPE SHALL BE 3:12 WHIN SHINGLES ARE APPLIED, 5EE F13C 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL R.00F5 SHALL MEET MANUFACTURER'S RECOMMENDATIONS. 1 1 . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL '3TUD5 AND SHALL DE LOCATED DIRECTLY OVER THE WAIL STUD. 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 1507.2.8 OF THE F.B.C. 2010 13. ANCHOR5 SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES AND TH15 I5 NOT A FOUNDATION DE51GN. s 4• rRJILDING 15 CLASSIFIED AS TYPE "5" (STORAGE) 15. ALUMINUM WINDOWS - TYPE, SIZE, QUANTITY. AND LOCATION MAY VAKY. I G. ALL FA5TENER5 INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED VA5TENER5. 17. MANUFACTURER INSTALLATION STANDARDS SHALL 13E FOLLOWED IN ORDER FOR THESE DESIGN DRAWINGS TO ACCURATELY REFLECT MELD PERFORMANCE CONDITIONS. 13. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR t1AZARDOU5 MATERJAL. ?O. OPTIONAL EXTERJOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM, MA5A ALUMINUM, 4' LAP ALUMINUM, 518' P.T. T I - I I 31DING, VINYL SIDING WITH ENERGY BRACE BACKER, MARDI BOARD, STEEL SIDING AND "PLEKO' STUCCO ON 5/8" DENSE GLA55 GOLD AND POLYCARBONATE GREENHOUSE PANELS 2 1. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE E-GRE55 SIDE 'WITHOUT THE USE OF A KEY. Haney Associates, Ins. Y i=:ngineet•ing & Construction Plannili P. U. Qo: 3. 18, SI��111e, S.C.:4682- Phone:81S1- 6JFi. ?� +)e Lark Builders 409 Dixon Street Vidalia, GA 30474 Sheet Index S1.0 Cover - General & Design Notes SI A Electrical & General Floor Plan S1.2 Skids & Floor Framing Plan S1.3 _ Skid and Floor Framing Details S1.4 Roof Framing & Schedule S1.5 Typical Frame Section Details S1.6 End Wall Frame Options GENERAL NOTES CONTINUED: 22. DOOR SHALL BE 2 1/4' x 1 I/ I G' ALUMINUM EXTRUDED CRAMS WITH AN ALUMINUM PANEL INSERT. ALUMINUM WIM. DOOR ATTACHED TO VERTICAL 2x4. 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, !GARAGE DOORS. GO" x 72" .ALUMINUM DOOR, 32" AND 48' SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE. '312E, QUANTITY, AND LOCATION MAY VARY. 4. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES MAY BE USED INSTEAD OF DOORS L15TED ABOVE 25. MAXIMUM WALL HEIGHT TO EE 8-0' 26. ALL BRAND MATERIAL5 SPECIFIED MAY BE;5UB5TITUfED POR EQUIVALENT OR GREATER PRODUCT. 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER - 1005q-it.) MUST HAVE ATLEA5T (1) 32x80" (MIN.) DOOR. 28. ROOF FRAMING AND WALL FRAMING TO BE 3/2' METAL JTUD5 :SPACED AT A MAXIMUM OF 24" O:C. These t'I.105 '1Vere Deslc)ned 1n Accordance. with khe 2010 Florida 3ulldin•� (.;I,,j,f ",,r .I 'O/ItlrA 3peecl of I Smph r ":rp.l) Irld 175mph txp,G DESIGN PARAMETERS: (HIP -GABLE ROOF) ,`=VIND DE51GN PER A5CE 7- 1b, SEISMIC DESIGN PER A15C 341 -051 I . `,VINO VELOCITY: 1 GStnph (Exp.D) / 175mph (Exp.C) ?. NINO IMPORTANCE FACTOR: 1.0 3. WIND EXF05URE: D (I G5mph) / C (I 75mph) ss F 1. ENT. PRE55URE COEFFICIENT: 0.18 ± 5. ENCLOSURE CLA551FICATION: ENCLOSED G. COMPONENTS AND CLADDING: Jj -ROOF LOAD (ZONE # 0: +27.4/ -56.0 P5F _ = • • _• • J• • ..� -ROOF LOAD (ZONE 412): 1- 27.4/ -78.9 P5F -ROOF LOAD (ZONE #4 +-27.4/ -124.6 P5F WALL LOAD (ZONE #4): I -59.5/ -65.2 PSF ;,;,,,t „tor ffnU:lAnt P -WALL LOAD (ZONE #5): 1.60.G/ -7G.6 P5F WALL LOAD (ZONE #44#5): 1.60.0/ -70.9 P5F (Pre5sure9 for 1 6513 exceed those for 175C) 7. FLOOR DESIGN LIVE LOAD: 125 P5F �1 n. FLOOR DESIGN DEAD LOAD: 12 P5F `3. ROOF DE51GN LIVE LOAD: 20 P5F 10. ROOF DE51GN DEAD LOAD: SELF WEIGHT 11. WALL DESIGN LOAD: d P5F 12. COMBINATION LOADS: A5 PER AaCE 7 -10 13. SEISMIC USE GROUP: 13 14. BUILDING CATEGORY: 1 15. 1UILDING OCCUPANCY: 'STORAGE - NON HABITABLE I W;. CON5TRUCTION •TYPE: V B 17. ALLOWABLE FLOORS: T 18. I XTERIOR WALL FIRE RATING: 0 19. DESIGN OVERHANG: 3 INCH 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 # FLORIDA OUIL.DING CODE 201 O 1. 1 H CONTRACTOR /MANUFACTURER MU5T COMPLY WITH Tttt FOLLOWING CODES: 201 O FLORIDA BUILDING CODE -'O 10 FLORIDA MtCHANICAL CODE -2010 FLORIDA- PLUMBING CODE ?012 FLORIDA ACCE5511311-17Y CODE 2009 INTERNATIONAL BUILDING CODE THESE BUILDINGS ARE EXEMPT FROM THE THE 201 O FBC ENERGY (:ODE IN ACCORDANCE WITH 101 .5.2 SITE INSTALLED ITEM5: I . THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN 5Y5TEM. 2. RAMPS, 5TAIR5 AND GENERAL ACCE55 TO THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. 4, ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND K3I8.G NOTE: TH15 UST DOES NOT NtCE55ARILY LIMIT THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE' INSTALLATION. ALL 51TE RELATED ITEM5 ARE SUBJECT TO LOCAL JURI5DICTION APPROVAL. I I I Single Wide Metal Master Plaii Lark Builders .409 Dixon Street Vidalia, GA 30474 I Desigaed By: Project No. O.R.H. 13EN224 - N1165D/175C Checked Fly: Date: C.L.A. o5/20/13 NE11 «AP#- ROVET DOCUMENT VIS 0 0p• I1Ir11 rre._ 2D -IC G +•1141Yl t.- I:ultnt•ft _...._._._.. Lsatntner 1•'tortris COWA&VIO fife at NUl headquadm Abrking as agent for 08PR T'=99* v=ints coe"ply vttth the tInods Manufactured Old. du .rod :t.topted Codes and Adhere to the fogowlttg ,lted Cons&wflon ryps VV17R or. cunanc i. Affowab!P of Aoora--.�• Mhd'A-'neity 19� Pmt )4,o: a; .; ri7114 Allow }fa x Road f Z Jf �Oprovs{ Oitit � s=.1 t a +Vlproval of ij OocxYnentdo" n Aunwore of Apomv* wo QwtaW :rota We rwrw*onwnts of appftW SUM LAW 0-5/20/)3 !7. 4a.i Sheet Number: S1,60 1 of 7 a a . -LECTIZiCAL NOTE5: ' /HEN AIR CONDITIONING IS INSTALLED IN THI5 BUILDING, a 5HALL 8E 'i lE RE5PON51BIUTY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE? AND BREAKER SIZES FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH FHE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER IN5ULATED GROUND WIKE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN DISTRIBUTION PANEL. 1. EQUIPMENT GROUND BAR IN MAIN D15TRIBUTION PANEL 15 To BE GROUNDED TO MINIMUM 1 O'-00 COPPER CLAD EARTH DRIVEN ROD 'NITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. '5. ALL CONDUIT TERMINATION'S OF I 0 OR LARGER ARE TO HAVE PLASTIC iN5ULATED BUSHINGS. G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). LIFE SAFETY CODE (NFPA 10 1). LATEST tDITiONS. 7. HVAC EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCESSIBLE 015CONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED "OFF" P051TION THAT 15 PART OF FHE HVAC QUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNECTING MEAN5 ARE AWO PROVIDED BY A READILY ACCE5518LE CIRCUIT BREAKER. 3. i'RIOR TO ENERGIZING THE ELECTRICAL 5Y5TEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DE51GNfD AND VERIFIED AS BEING IN COMI'LIANCE WITH 5EC. I 10-9 OF THE NFC BY A LOCAL CLECTRICAL C:ON5ULTANT. �. THE MAIN ELECTRICAL PANEL, FEEDERS. POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICE5, PANELS. '3ROUNDING, ETC.) 15 DESIGNED BY OTHERS, 51TE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO 5WITCHE5 AND OUTLETS TO BE # 12 AWG THHN AND WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA 70. NATIONAL ELECTRICAL CODE. 11. ALL tLECTRICAL OUTLETS 5HALL BE GFCI IN ACCORDANCE WITH ARTICLE 12 1 0.8(A)(2) NEC -08. Electrical Symbol Key GFCI Duplex Receptacle -120V 10 (� Incandescent Light w/ (1) -60w Bulb [J� Junction Box 3 Switch W12 Weatherproof $R Switch w/ Receptacle Outlet 120v 10 'NINDOW HEIGHT, LOCATION AND QUANTITY MAY VARY AND ARE OPTIONAL. 5' �• 24' MAX 1 1 I /—JU2 IM N., 60 MAX. WIDTH 13Y G -W t 1EIGHT DOOR. LOCATION MAY VARY. OPTIONAL ELECTRIC TO-.-/ WP r 32' MIN., GU" MAX.'�/IDTH HACH UNIT FIELD � 3Y G -8' HEIGHT DOOR, ONNECTED FROM / +. OCATION MAY VARY. r (15TING POWER -:OURCE TO UNIT MAXIMUM BUILDING LEAJGTh NOTES.- • ALL ELECTRICAL EQUII'MtNT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. These glans Were Designed in Haney Associates, Inc. Accordimr -c :'11th the 2010 Florida Cn$ineerinR 8a Construction PianninR f3Ulldlr . �' 1 t:�.�� . for i 'Nlnd Speed of P.U. now )!8, Sh ilfle, 3.0. 29682 - Nhanvd64 -646 -:609 I �5m'vh F;tn.t� ii4l i 7r - .0 _.�. _ ._._.__..._ ... _. ... _ _ ...mph �_: <p fyplcal Floor Klan SCALE: 114°° I' -U' %Ptrrovt11 tlY Modular 111m:11ut t0 o2r.. NO -- = 31r' `7 Single Wide Metal Master Plan Lark Builders 409 Dlxon Street /ldaila, GA 30474 Designed By:! Project No. O.R.H. 13EN224 - M165D/175C Checked By: Uale: C'. L.A. 0500113 001 It III;," Na. IhL �L t f T%vU1I11t%r and 1. Pullark I Hlorl,le Carli&eIO r)Sj�Ojl3 Sheet Number: sial )of7 t . 1 :' I METAL STUDS SPACED AT 24' Q O.C. MAX. N__e.T. ` 3140 TTG FLUOR SHEATHING SEE VARIOUS END ' • WALL FRAMING 5EE VARIOUS END WALL iD , () FRAMING SECTIONS FOR SECTIONS FOR NALL / AND WINDOW FRAMING. ',HALL AND DOOR FRAMING. � J $5 OPTIONAL ELECTRIC TO-.-/ WP r 32' MIN., GU" MAX.'�/IDTH HACH UNIT FIELD � 3Y G -8' HEIGHT DOOR, ONNECTED FROM / +. OCATION MAY VARY. r (15TING POWER -:OURCE TO UNIT MAXIMUM BUILDING LEAJGTh NOTES.- • ALL ELECTRICAL EQUII'MtNT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY. These glans Were Designed in Haney Associates, Inc. Accordimr -c :'11th the 2010 Florida Cn$ineerinR 8a Construction PianninR f3Ulldlr . �' 1 t:�.�� . for i 'Nlnd Speed of P.U. now )!8, Sh ilfle, 3.0. 29682 - Nhanvd64 -646 -:609 I �5m'vh F;tn.t� ii4l i 7r - .0 _.�. _ ._._.__..._ ... _. ... _ _ ...mph �_: <p fyplcal Floor Klan SCALE: 114°° I' -U' %Ptrrovt11 tlY Modular 111m:11ut t0 o2r.. NO -- = 31r' `7 Single Wide Metal Master Plan Lark Builders 409 Dlxon Street /ldaila, GA 30474 Designed By:! Project No. O.R.H. 13EN224 - M165D/175C Checked By: Uale: C'. L.A. 0500113 001 It III;," Na. IhL �L t f T%vU1I11t%r and 1. Pullark I Hlorl,le Carli&eIO r)Sj�Ojl3 Sheet Number: sial )of7 t . 1 SKID LAYOUT AND FLOOR FRAMING SCHEDULE 125 psf Live Load (2 Skid) 1 125 psf Live Load (3 Skid) Width Joist SIze8i8pacing A B Width Joist Size &Spacing A B 6' -0" 2x4's @ 16" O.C., Max. 15" 42" 6' -0" 2x4's @ 16" O.C., Max. 12" 24" 8' -0" 2x6's @ 16" O.C., Max. 18" 60" 8' -0" 24's @ 16" O.C., Max. 16" 32" 10' -0" 2x6's @ 16" O.C., Max. 24" 72" 10' -0" 2x6's @ 16" O.C., Max. 20" 40" 2x6's @ 16" O.C., Max. 24" 84" 11'-0" 2x6's @ 16" O.C., Max. 22" 44" 2x6's @ 16" O.C., Max. 28" 84" 11' -8" 2x6's @ 16" O.C., Max. 24" 46" 13' -0" 2x8's @ 16" O.C., Max. 36" 84" 2x8's @ 16" O.C., Max. 26" 52" 13' -8" 2x8's @ 16" O.C., Max. 40111840 R 2x8's @ 16" O.C., Max. 28" 56" rYV 1 Lam: • FA5TENER5 WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENT5 A5 SET FORTH UNDER M 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWI5E 5PECIFIED. • ALL 5KID5 ARE F.T.4xG 5.Y.P. #2 OR (2)- P.T. -2x6 S.Y.P. #2 • G' -O" WIDE UNIT5 MAY U5E 2x4 S.Y.P. #3 J015T5 • ALL J015T5 ARE TO BE P.T. - S.Y.P. #2 �U i , T =IMS own Tr% %Awrr -u Typical 2 5kld Floor framing Plan 3CALE: 1 /4 " =1' -U" Haney Associates, Inc. Engineering & Construction Planning P.U. go, 348, Six hille, S.C. 29682- Phone: 864- oJ6 -M-A The -, ,'1 1r15 iyere Designed In Accorr i.iru;,a ,vith the 241 O Florida 8u11r.11r .? ;,;,ae for a Wind Speed of i'1P.D ind 175mph 5p.C; 1 ?V .1m •;p0 'FY 51ZE .Ba "A" '.T. 51DE RAIL TO MATCH 10153T 51ZE, 5EE FRAMING P.T.-4xG 5.Y.F. tit or (2)- P.T. -2x6 5.Y.P. R SKIDS Typical 3 5kld Floor Framinci Plan SCALE: 1/4 "= I'-0" Single Wide Metal Master Plan Lark Builders W9 Dixon Street Vidalia, GA 30474 I Avvrovat Stamps: I l�, tt V [ ►► DoCUMENT R cLnrd L. Gullmft to;hilM fluil.,11ij Plu 11 Lrra�utrinr t1arlde CJW,Ukala Designed By:' Project No. U.R.H. 13EN224 - MIb5D /I75C Checked By: Date: C.L.A. 05/20/13 as /w s Sheet Number: S1x2 3of7 f 3EE FRAMING SCHEDULE FOR J015T 512E 3ENCO K28 (OR EQUAL)' (JAILS At 12" O.C., ROWS SHALL DE 1.5" FROM EDGE, :NAGGER ROWS G" FOR :2)- P.T.- S.Y.P. -2x6'3 SKIDS, START PATTERN WITHIN 6" OF EACH END OF 5KID `KIDS MAY BE P.T. -4x6 S.Y.P. .12 OR (2)- P.T. -2xG J.Y.P. 02 NOTCH 5KID5 IYax lye FOR EACH FLOOR J015T I `i ,IDtFLOOR FRAMING DETAIL KID5 MAY RE P.T. -4xG S.Y.P. 12 OR (2)- P.T. -2xG 5. Y.P. 42 ATTACH JOIST TO SKID Wt rH 5/ 1 G "x4" LAG SCREW OR (2) - 31MP50N H -3 (OR EQUAL) AT CACH END OF JOIST, SEE FRAMING SCHEDULE FOR SIZE. NOTE: ATTACH END JOISTS TO SKID WITH 0-5/1 G x4" LAG SCREWS FUR (4) -0.131 x4" GUN NAILS] AND A 5IMP50N H -3 [OR EQUAL) AT EACH END OF JOLT. TYPICAL 5KID TO 3 T NE AI 1 . A QT ION 3/4 = *-Cr - Haney Associates, Inc. Engineering & Construction Planning >..•, P.O. not 348, Sit 1111r, S.C. 296 %2 - t•halm.664- n46.:6 +M -41 - 20ga. METAL WALL STUD5 EE PLAN VIEW FOR SPACING 20ga. METAL SOLE PLATE, 1 t c:CNTINOU5 W/ 5/1 G "x4" LAG5 A TACH EACH STUD TO SOLE I j AT 16" O.C., Max. PLATE WITH (2) # 10 SELF I I CBILLING GRABBER SCREW5 Y11LL T. THI TAG FLOOR (l) INTO EACH FLANGE. �9HEAHING These ef.1t15 'Wera Designed In Accordance ,vith the 2014 Florida 13UIIdrn<l Coeir�3 'nr i Wired Speed of i Gjrrph r_ -:<p.0 111 :1 1 7 )'mph V - - - - - -- - fI 2x BLOCKING BETWEEN 5KID5. FASTEN TO END`S ?:.4 TLOCMNG BETWEEN •1015T W/ (3 - 0.120r X 3KID5. FASTEN W/ �'— '-"" -- - �- - - -- 1�lA115 AT 12" O.C. EACH1 (2) 0.120"x3" NAILS AT 5101. STAGGERED. 12" O.C., :3fAGGERED. 2 NaNO JOIQ1 FUMING DETAIL : sm1 NDI ",APPROVED„ Ulu �' I2�r I3 tlj /r s G �ivt tr•rif•Sitr•: r•trt11A s 0 0 O 2" LAP SPLICE FA5TUIED ;' // (G)-5/1 G "x4" LAGS T. •4x6 5.Y. P. (OUTER FACE). (3) -5/1 G "x4" 12 5KID5 LAGS (INNER FACE). (9) LAG 5CREWS TOTAL. 3 "xG" SPLICE PLATE ON 3 of 4 SIDES OF JOINT, FASTEN (2) -P__T. -2xG EACH PLATE W/ (5) -5ENCO J.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS EACH SIDE. 4 PICAL KI PUCINCN DETAIL S GAM I- Single Wlde Metal Master Plan Lark Builders 109 Dixon Street Vidalia, GA :30474 Designed By: Project No. O.R.H. t3EN224 - M 1650/175C Checked By: Date:: t' L.A. 05/20/13 1« IlvfWk ]5/40//3 S1.3 -4Ur7 " a ; I�t ROOF FRAMING SCHEDULE `Nall Framing at 24" o.c., Max. Width Rafter and Brace Size and Spacing: 6' -0" ASIS SSMA —S 3508162 -54 @ 24" O.C. Max. 8' -0" ASIS SSMA _S 350S162 -54 @ 24" O.C. Max. 10' -0" ASIS SSMA S 350S162 -54 @ 24" O.C. Max. 11' -0" ASIS SSMA S 3508162 -54 @ 24" O.C. Max. 111-8" ASIS SSMA_S 3508162 -54 @ 24" O.C. Max. 13' -0" ASIS SSMA —S 3508162 -54 @ 24" O.C. Max. 13' -8" ASIS SSMA_S 3505162 -54 0, 24" O.C. Max. n ^� it `D .2 •r. '.!CHEDULE AND ROOF FRAMING NOTES: • KOOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING. e KOOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R3 I a.G • PA5TENM WILL MEET THE MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENT5 AS 5ET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. e RIDGE MAY RUN IN THE SHORT DIRECTION "TURNAROUND' OR "VAULTED' 5TYLE WITH A MAXIMUM GABLE END OF 30 -0° AND 51DE 'NALL5 THAT VARY G-O' TO 13'-8' OR THE LONG DIRECTION "STANDARD° WITH GABLE ENDS THAT VARY G-O' TO 13' -8' WITH A MAXIMUM 51DE WALL LENGTH OF 50' -0'. e ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WI (H BUILDEX 10- 1 Q I TEK5 PANHEAD SCREW5 WITH #3 DRILL POINT AT G' O.C. -_ Haney Associates, [nc. Engineering & Construction Planning i - : -.?�§' P.O. Bus 348, si. ► Ile, S.C. Nava - Yhone:db I bJ6 -7664 . i 50' -0' MAXIMUM 1:31;I1-DING LENGTH - :30' -O" MAX. FOR VAULTED ROOF wpcal Roof Eraminq Plan SCALE: 1/4 "= I' -O° These �Nere De5igned in Accordance :v1th the 2010 Florida Ouildln(j code ; 1r I `Hind peed of Exp.v 175mph Exp.0 ,try. tt•,jt : :iUy V141ax - 20ga. METAL RAFTERS AND kCING. SPACED AT 24' O.C., MAX. UP RAFTERS TO LAND ON WALL 1D5 FOR LOAD TRANSFER. BRACING MATCH RAFTER 51ZE AND GRADE, \CED AT 24' O.C., Max., A MINIMUM 4 SECTIONS OF BRACING ARE �UIRED FOR ANY SPANS ABOVE I )' -�Y Single Wide Metal Master Plan Lark Builders .109 Mon Street Iddalla, GA .30474 Designed By: , project No. O.R.H. 13EN224 - M165D/175C Checked By: Date: C.L.A. :.)5/20/13 NDI "APPROVED" DOCUMENT 111rn No._ it, 17 t'G L.. rvlf(WA Intr b'tarWa CsrJWwM AA. M us ja4i ra Feet Number: SIA i of 7 _.. -- -- .2 1/2' x 1/2" CORRUGATED ROOF PANELS FASTENED VITH 1/4 -14 x 3/4' HWH f RAX Q I AT G' O.C. aqp v � O '0 �o O 5EE ROOF FRAMING SCHEDULE FOR RAFTERS 5EE ROOF FRAMING SCHEDULE FOR FASTENING REQUIREMENTS 31fE 51.2 FOR 5KIO AND FLOOR FRAMING VARIFS, GW to 13' -80 Typical Frame 5ectlon 'SCALE: 1 /4' — P -4" .Haney Associates 9, Inc. ,q r Engineering & Construction Planning P.A. 0011 349, Sis A111e, S.C. 1968E - i'h me:464-646 -1600 ,V2 " -20ga. METAL COLLAR TIE, 4' -O" LONG, ATTACH W/ (2) # 10 SELF DRILLING GRABBER SCREW`S EACH 51DE : 2 -20ga. METAL 5TUD5 SPACED AT 24' O.C. MAX. 3141 -20ga. METAL BRACE AT Y -O' ABOVE FIN15HED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 5ELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE 2 1/2* x 1/2" CORRUGATED PANELS (FASTENED Wl 1/8 x I%2 WOOD SCREW AT 0 U.C. (OR EQUAL) These i'lins Were Designed In Accordance .vli;h the 2010 Florida Bulldine.j Ccie `or i 'Hind Speed of I G5rnph F;cp.0 imi 175mph F ;cp.0 SEE ROOF FRAMING SCHEDULE FOR RAFTER AND 3QACING SIZES AND SPACING `W-209a. METAL 5TUD5 'SPACED AT 24'0.C. MAX. ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10- 1 Gx 1 TEKS PANHEAD SCREWS WITH #3 DRILL POINT AT G• O.C. NDI "APPROVED" 00CUMENT - 1'!111 fie. %h / 7 t e, /-7-.\p _ t 'TtON DETAIL 1�' c u1:t L•. I:ullnck .� al + 3/A a I •� ��' ''� ^4+ +lnr Rtril:tdi1 I+lttnc nlulncr Wrlds Crrlt&ate .5EF. ROOF FRAMING 3CHFDULE VOR RAFTER AND RACING 5IZE5 AND SPACING �' -20ga. METAL STUDS ,PACED AT 24" O.C. MAX. ATTACH ROOF FRAMING TO rOP PLATE OF WALL FRAMING ',NI TH 13UILDEX 10- I Gx I TEK5 PANHEAD SCREWS WITH #3 DRILL POINT AT G' O.C. 7 \OVERHANG OPTION DETAIL s 3/ Single Wide Metal Master Plan Lark Builders 109 Dixon Street ` 1dalla, GA 30474 Designed By: Project No. 13EN224 - O.R.H. 'bi 165D /175C Checked By: Oate: C.L.A. 05140/13 S125 6 of 7 r r :Az METAL BRACE AT 3' -17 ABOVE FiN15HED FLOOR, ATTACH TO EACH STUD VV/ (2) # 10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE AV METAL DRACE AT 3' -G" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD `N/ (2) // 10 SELF DRILLING ,CRABBER SCREWS, (1) INTO EACH FLANGE End Wall Framing Option ?- x 1/2" (.r:'e -UGA ICU NUU 15 FASTEkJdD '.VI 1711 1/40-14 2C.1a. NICTAL BRACING, 4CH ffACH END TO 5TUD5 H P 10 :DELI° UKILLING GRABBE rA6, (1) INTO EACH FLANG DTC rHAT THIS BRACING 15 IRED ON 51DE WALLS AS W1 1711 31DE5 OF EACH CORNER 51.2 FOR SKID AND FLOOI i FRAMING WALL OPENING FOR SIDE WALL5 ARE TO BE FRAMED 51MILAK TO THOSE SHOWN HERE FOR ENDWALLS . �- x 1 /2" CORRUGA rEU RUG 15 FASTENED WITH 1/4"- 14 4" H +Mi TRAM I AT t;" O.C. End Wall Framing Option ;CALE: 1/4"= P -O" Haney ssociates, Inc. Engineering & Construction Planning - r'.! 1. Rnt. t! A, 51t1titl ,S.C.I ?h$t- Vhone:dMJ�.16 -7990 , - 20,1a. METAL BRACING, ACH EACH END TO 5TUD5 +A 10 SELF DRILLING GRABBEI 'ft(, , (1) INTO EACH FIANGI QTE THAT THIS BRACING 15 !RED ON SIDE WALLS A5 WE rH 51DE5 OF EACH CORNER :51 '2 FOR SKID AND FLOOF RAMING End Will Framing Option SCALE: I l r= V -O' End !Nail Framing Option SCALE: 1/4*- 1 ' -O" These r'ian,, 'Were Deslcped in Sin le Wide Metal Master Plan Accordance tnth the 201 O Florida Lark Builders F3UIId1n!:j ` 'd : try /1nd 5pPpd of 109 Dixon Street I G5rnph (1, p.l- tr +..i I % 5irph Exp.0 I lci , aiia, VA 34474 ,Ve METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING GRABBER 5CREW5, (1) INTO EACH FLANGE ............ u. Chins 5V METAL BRACE AT 3' -O" ABOVE FINISHED FLOOR, ATTACH TO EACH STUD W/ (2) # 10 SELF DRILLING GRABBER SCREWS, (1) INTO EACH FLANGE NOTE THAT THIS BRACING 15 REQUIRED ON 51DE 1,VALL5 A5 WELL (BOTH :IDES OP EACH CORNER) N01 "APPROVEa" OOCUMENT r4a,__1417�'L 6ulwk r rlorLds is #Vk-cb VW9M 05120/13 , I 1 Designed By :: Project No. Sheet Numner: O.R.H. 13EN224 - %65D/175C S1m6 1 Checked By: vale: J 7 of. 7 - -- , I 1 ANCHORIN© Building Width Building Length SCHEDULE Max. Block Spacing Bid Sln OpL 1 le Opt 2 Mid® OPt Opt 3 4 6'-0" 610 7'4' 4 2 1 2 2 2 61 -V 81 -W r4r 4 2 1 2 3 3 6' -0" 10'40 T-8" 4 2 1 2 3 3 61 -W 170 T-8" 4 2 1 2 4 3 8140 8' 0 T4" 1 4 2 1 2 4 3 8' -0" 10' -0' 7'-6" 4 2 3 4 4 8' 0 17-W r4r 6 2 3 5 4 8' -0" 14' -0" 7'-6" 6 3 3 5 5 81 -W 1S`-0 T-8" 6 3 4 6 5 10'-0" 10' -0' r -W 4 2 3 5 5 10' -0" 1744 r_v 6 2 4 6 5 10' -W 14!40 T -0" 1 6 3 4 6 6 10'-0" 18' -0" T -0" 6 3 1 5 7 6 1W-W I 211-0 r -W 8 4 5 8 8 10' -0" 24'-0" 7' -0" 10 4 6 10 9 10'-0" 26' -0' r_v 10 5 7 10 9 10'-0" 30' -0' r -W 12' 5 7 12 10 11' 0 12' -0" 6'46" 6 3 4 6 6 11' -0' 14'-0" 6'-8" 6 3 1 4 7 8 11' 0 161 -W WNW 6 3 5 8 7 1110 18'40 61-8' 8. 3 5 8 8 11' 0 20' -0" 6'4r 8 4 6 9 8 11'-0" 22'-0" 61-6" 10 4 6 10 9 11' 0 24'-0' 6'-6" 10 4 7 11 10 11'4r 29-W 61-W 12 5 7 11 10 11' -0" NO 61-6" 12 5 8 12 11 11' -0' 30' -0' 6'-8' 1 12 5 8 13 11 11' -0" 32' -0' 6'-6' 14 5 9 14 112, 11'-0" 34' -0" 61-W 14 6 9 14 13 11' -0' 38' -0" B'-8" 14 8 10 15 13 11' -0' 38' -0' 6'-8' 16 8 10 18 14 11' -0' 40' -0' 6'-8" 16 7 10 17 15 111-8" 12' -0" 6'-6" 1 6 3 4 1 7 6 111-8" 14'-0" 6'-8" 1 6 3 5 1 7 7 11'-8" 16' -0" 6'-6' 6 3 5 1 8 7 111-8" 18' 0 6'4r 8 4 6 9 8 11'-8" 201-W 6'-6' 8 4 6 10 9 11'-8' 22' -0" 6'-6' 10 4 7 11 9 11'-8" 24' -0' 6'-8" 10 4 1 7 11 10 11'-8" 26' -0' 61-8" 12 5 8 121 11 11'-8" 28' -0' 61-W 12 5 8 13 11 11'-8" 30' -0' (r4r 12 5 9 14 12 11'-8" 32' -0" 61-8" 14 5 9 14 13 111-8" 34' -0' 61-6" 14 6 10 15 14 11'-8" 36' 0 6,4r 14 S 1 10 16 14 11'-8" 38' -0" 6'-6" 16 8 1 11 17 15 11'-8' 40' 0 6'4" 16 7 11 18 16 11'-8" 44' -0' 6'-6" 16 7 1 12 19 17 11'-8' I 50' -0' 614r 18 8 13_22 19 ANCHORIN® SCHEDULE (Single GRADE A (MIN.) LAG BOLT Wide Building Width B ng Length Max. Block Spacing Bhxft OPt 1 Opt 2 Opt 3 Opt 4 13'-0" 14' -0" 6'4r 9 3 5 8 7 13'-0" 16' -0' v4r 9 4 6 9 8 13' -V I 18' -0" 6'-8" 10 4 6 10 9 13' -0" 2V-(r VIP 12 4 7 11 10 13'-0" 22'-0' 6'-6" 12 4 7 12 10 13' -0' 24' -0" 61-6" 15 5 8 13 11 13' -0" 28' -0" 6'-8" 16 5 S 13 12 13' -0" 28' -0" 61$ 17 5 9 14 13 13' -0" I 30'-0' 6'-8' 18 6 10 15 13 13' 0 32 -0" 6'-6' 19 8 110 16 14 131-0' 34' -0' 8'-6' 20 6 1 11 1 17 15 13' -0" 36' -0" v4r 21 7 1 11 118 16 13' -0" 36'-0" 6'48" 22 7 12 19 17 131 -W 401 -W 8'-8' 24 7 12 20 17 13'-0' 47-W &4r 24 8 13 20 IS 13' -0' 4,V4r 61-8' 24 8 13 21 19 13'-0" 46' -0' 6'4" 25 8 14 22 20 13' -0" 4V-(r 6'-8" 26 9 1 14 1 23 20 13' -0' 501 -W Tor 27 9 15 1 24 21 13'4' 14' -0' (Nr 12 3 5 1 9 8 13'-8" 16'0 6'-8' 12 4 8 1 9 8 13'-8" 18' 0 61-W 14 4 7 1 10 9 13'-8" 20'40" 6'4" 1 16 4 7 1 11 10 13'-8" 22' -0' 6'4r 20 5 8 12 11 13'-8' 24' -0" 61-8' 20 5 8 13 12 13'-8" 29-W 6'-8" 24 5 9 14 13 131-8" 28' -0" 6'4r 24 6 9 15 13 13'-8" 30' -0" 6'4" 24 6 10 16 14 13'-8" 32' 0 6'-6" 28 6 11 17 15 Mr 34' -0" 6`4r 28 7 11 18 16 13'-8" 36' -0' 6'-8" 28 7 12 19 17 13'-8" 38' -0" 6'48" 32 7 12 20 17 13'-8" 40' -0" 6'-6' 32 8 13 21 18 13'4r 42'-0" 6'46' 32 8 13 21 1 19 13'-8" 44' -0' 6'48' 1 32 8 14 22 20 13'-8" 46' -0' 6'4" 1 36 9 15 23 21 13'-8" 481 -W 6'0 36 9 15 24 22 13'-8' S0' -0" 61-6' 38 9 16 25 22 DE51GN PARAMETERS 1. WIND OF51GN PER A5CE 7 -10 2. DF-51GN WIND 5PEED: 1 651 175 (ULTIMATE) 3. ULTIMATE WIND EXPOSURE CATEGORIES: 165mph: D 175mph: C 4. WIND IMPORTANCE FACTOR: 1.0 5. ENCLOSURE CLA551FICATION: ENCL05ED G. DE51GN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA BUILDING CODE 2010 3/1 G' GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 155 OF TENSION USE (3)-3/1 G' GALVANIZED CLAMP TIE DOWN ENGINEERING PART #53806 (OR EQUIVALENT) 5/8" DIAM.. X 48, GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59065) 51MP05N 5PH4 (OR- EQUAL) @ 16' O.C. AND (1) 1 /2"x4° A5TM A307 GRADE: A (MIN.) LAG BOLT THRU BASE PLATE 5/8' DIA. THRU BOLT- WITH 2' WASHER A5TM A307 GRADE A (MIN.) GALVANIZED OR EQUIVALENT 5/8" DIAM.. X 48' GROUND ANCHOR WITH SINGLE 6" HELIX (MODEL #59065) Anchor Attachment Option # I 2x4 STUDS, SEE PLANS 51MP50N 5PH4 (OR EQUAL) FOR SPACING I G" O.C. AND 1/2" DIAM. A5TM A36 (MIN.) ANCHOR BOLTS WITH A 5.5' MINIMUM 2x4 P.T. BOTTOM PLATE EMBEDMENT AND A 1.75' MIN. EDGE DISTANCE. ANCHORS AT 36' O.CS(MAX.) �9LLA8 PSI (MIND CONCRETE .• i . Anchor Attachment Option #3 GENERAL NOTES 51MF05N 5PH4 (OR' EQUAL) ® I G' O.C. AND DBI. 2x6 (1) 1 /2' x V A5TM A307 BLOCKING GRADE A (MIN.) LAG BOLT REQUIRED FOR THRU BASE PLATE THRU BOLT Checked By: Date: ATTACHMENT. 5/8" DIA. THRU BOLT, WITH 2" WASHER, A5TM A307 GRADE A rx�_ (MIN.) GALVANIZED OR EQUIVALENT 5/8" DIA. X 48" GROUND ANCHOR WITH SINGLE W HELIX (MODEL #59065) OBC 2x6 BLOCKING REQUIRED FOR THRU BOLT ATTACHMENT. t Anchor Attachment Option #2 Anchor Attachment Option #2 3/1 G" GALVANIZED CABLE TIE DOWN ENGINEERING PART #51556 (OR EQUIVALENT), TIGHTEN TO 500 L55 OF TENSION MINUTE MAN MMA- 18 OR EQUAL W/ 50 51MFSON TITEN OR WEDGE -ALL EMBEDED 3' MIN. INSTALL A MINIMUM OF 4° FROM SLAB EDGE. 6' SECTION OF STUD BLOCKING IN51DE WALL TRACK, SAME GA. AS WALL STUD5, (4)-# 12 x 3/4' 5CREW5 IN EACH FLANGE, AT EACH ANCHOR LOCATION OR USE A SIMPSON BPS 1 /2'x3° OR EQUAL METAL STUD WALL TRACK Wall Track Blocking Required for Anchoring of Floorless Metal Budding, 3000 P51 (MIN.) CONCRETE SLAB Anchor Attachment Option #4 I . DESIGN FOR MIN 2,500 PSI CONCRETE 2. ALL HELIX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 Ibs. AND AN ULTIMATE LOAD OF 4725 Ibs. 3. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS. ANY BENDING OR DAMAGE CAUSED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 4. CONTRACTOR SHALL V151T THE 517E AND THOROUGHLY FAMILIARIZE THEM5ELF WITH EXISTING CONDITIONS. CONTRACTOR 15 RE5PON515LE FOR MEETING 501L CLA551FICATION FOR 51ZING HELICAL ANCHORS PER MANUFACTURER'S REQUIREMENTS. 5. ONE ANCHOR SHALL BE PLACED AT EACH BUILDING CORNER WITHIN 12' OF CORNER G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL DISTANCES APART FROM EACH OTHER. 7. THE ANCHOR MUST BE IN THE 51TE SOIL CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET. 8. USE TIE -DOWN ENGINEERING (OR COMPARABLE) 1/2' X 30' GROUND ANCHOR WITH SINGLE 4' HELIX OR 5/8' DIA. X 40' AND 48' GROUND ANCHOR WITH SINGLE G' HELIX 9. INSTALLATION OF THE ANCHORS MUST MEET ALL AT REQUIREMENTS AS SPECIFIED BY TIE DOWN ENGINEERING. INC TO INCLUDE REQUIREMENT51145 FOR SPACING AND 51TE SPECIFIC 501L CONDITIONS 10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET (MAXIMUM WALL HEIGHT OF 8 FEET). I 1 . NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS TO RUN DOWN EACH SIDE WALL (THE TOTAL NUMBER OF ANCHORS REQUIRED PER BUIUDING WOULD BE 2X THE NUMBER LISTED IN THE SCHEDULE) These Plans Were Designed in ' Foundation Anchoring PI4- et Haney Associates, Inc.j Accordance with the 2010 Plordial LARK BUILDERS Engineering & Construction Planning j Buildin Code for a Ultimate Wind i ! P.o.1Mx 3A Sh Mile, &C. 296n - IPh=e:8 - 646.7600 9 f 409 DICKSON STREET Speed up to 165 -D / 175 -C VIDALIA, GA. 30474 01/20/13 war Designed By: Project No. Jheet 1VilIri1>Or i O.RH. 13EN224 ? F1 . o Checked By: Date: C.L.A. 04/20/13 4 01/20/13 war