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RC-16-251 da x7 Miami Shores Village ; 10050 N.E.2nd Avenue NE y Miami Shores,FL 33138-0000 j° Phone: (305)795-2204 y ,. Expiration: 071201 Project Address Parcel Number Applicant 10636 NE 11 Avenue 1122320280350 DAVID LAZAR Miami Shores, FL 33138-2120 Block: Lot: Owner Information Address Phone Cell DAVID LAZAR 10635 NE 11 Avenue MIAMI SHORES FL 33138-2120 Contractor(s) Phone Cell Phone Valuation: $ 5,000.00 HOME OWNER Total Sq Feet: 120 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type of Construction: Occupancy: Review Building Stories: Exterior. Review Planning Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: Additional Info: Bond Retum: Classification:Residential Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# DS-1-16-58498 DBPR Fee $2.00 02/09/2016 Credit Card $76.00 $50.00 DBPR Fee $0.00 DCA Fee $2.00 01/29/2016 Credit Card $50.00 $0.00 DCA Fee $0.00 Education Surcharge $1.00 Notary Fee $5.00 Permit Fee $100.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $126.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFID I : I ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction an �on! . F thermore,I authorize the above-named contractor to do the work stated. February 09,2016 ZftWrIzed Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy February 09,2016 1 Miami Shores Village JAN 2 2 Building Department 015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 By. Tel:(305)795-2204 Fax:(305)756-8972 - INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 20 ILI BUILDING Master Permit No`]�A-t Co-- 2.s PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '®���; I J City: Miami Shores County: Miami Dade Zio• Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ��- S z,a Phone#: 7�l 02 -0'77q Address: e 1 a q 2L City: 1 L�d State: T" L. Zip: 139 Tenant/Lessee Name: Phone#: Email: 'J CONTRACTOR:Company Name: f Oyho- OLj Q✓" Phone#: Address: City: State Zip: A Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: -State: Zip: Value of Work for this Permit:$ 0o(j® Square/Linear Footage of Work: ✓2 Type of Work: ❑ Addition ❑\\ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: d L Z x Specify color of color thru tile: Submittal Fee$ 53 Permit Fee$ _ � • CCF$ �� CO/CC$ Scanning Fee$ "'P1 Radon Fee$ 03 DBPR$a 'DO Notary$ Technology Fee$ Training/Education Fee$ I • CO Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C� (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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. /n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignatureSignature OWNER or AGENT CONTRACTOR r The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 'S ,20 i�P ,by day of ,20 ,by rbwD L7,Ag_ ,who is p all kno to ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. , identification and who did take an oath. NOTARY PUBLIC: ' ` �� �'�®� NOTARY PUBLIC: Sign: `°� ;'. = Sign: Print: 5 _�� ����� Print: Seal: '.,��� -'•-....gj0�`� ` Seal: APPROVED BY ( Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 0 $tis 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 q� NAME: Dc, u`9 ��Z.ee,1e DATE: rI ADDRESS: /063-5 CJ L AVet Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 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 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 75,00.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 1,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 J?°� 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. n Initial✓ �1 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. 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 �1 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 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 homeowner's insurance may not provide average for those injuries.I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 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 taws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable taws,ordinances,building codes, and zoning regulations. Initialr� 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 Licensing Board at 850.487.1395 or httnJlwww.myfloridalicerse.coMdbor/orolcilbCnjde�x.html Initial F 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 legally and financially responsible for the proposed construction activity at the following address: Initial 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 O,�L Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Consfr4uction 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 property 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 day of i .20 1(o _ By t �2— who As rsonally kn to me or who has ZV Produced there License or as identificatigg,.,,« ............ OWNER %N Salt;•moo ``. t � �- i i • • - n INS , 1 . lr � rCM"NCE VVM ALL FEDERAL `3 dv _.. _ ..-., __._.._...__ ... ; it .. .1 i �%� �'i i wo \ © t/ it 11 l 1 i a v r FLA 1111 11 P189011 D ne. Pr 1 .lm �.snr c8cot� 3anuar y 26,2014 Robert Mone Lark BuIlde s,In& P.O.Drawr 629 vidalla,GA 30475 RE:manufacturer Cwt,ID Mff--114;&PIratlon Date:Octobw 21,2016 Dear Robert Moore It Is my pleasure to inform you t$nat Lark&Adam,Im,IoCdred at 409 OIXON STREET,P O DRAWBt 629,VIDALIk GA 30475,has been approved under Ute Manufactured Buildings Program, as provided for under Chapter 553,Part I, Ratio Staub%to nnanulbcWre Faclary Built Schools, SWrage shaft Marne SuddhW for in M Plotide. Co WMwtfon or modificklorr on a fired building cartnot begin Loo the M*d Party Agency has approved the plans In accardartce with the OrVent Matilda i3WWh'tg Code. Your Third Pally Ager is a contractor for the Department and has statutory authority and des that must be met to maintain approved status.You may atpect and demand qu aW plats review and irk. EKh Cade dwW will make you plans Obsolete untS they have been reviewed,approved and huftated[on the cover page of the plans]for=npllance with the Code by you Third Party Agcy for pians review.Pie m ensure flat yaw plarts am in compliance and are properly posted on our website.An site-related UmUdiatim issues are submit to the local audwrety having jurisdiction. . The pepartinert's contractor will make unannounced rnorstoring visits at least once each Year. You must grant complete access to your mangy f clilty and records to remain in compliance with the rules and regulations;of the dam. Your certification is approved fru'three years from this date.You will receive a rwwA%,ai notice by email generated by tete SCIS(v .fl911411 .ona1 for online renewal.If you have gcestfoil you may contact Robert Lorenzo at 850-717-1835 or our FAX at$S4c414-8436. please vwA our website at yAm.ftrIdabuUdW,am to see valuable information on the Florida Manu f*Uw d Buildings Program.A copy of this letter must accompany applications for local building permit Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries ° -175C Approval"Stamps: -- 4 = Metal Lapsider Box Eave Shed Master Plan GENERAL NOTE5: rBuildersDESIGN PARAMETER5: (HIP-GAF3LE ROOF) [WIND DESIGN PER ASCE 7-10, SEISMIC DESIGN PER A15C 341-051 1 . THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE AND THE FLORIDA BUILDING CODE.WIND 409 Dixon Street I . WIND VELOCITY: 175mph (Exp.C) LOADING DESIGNED IN ACCORDANCE WITH THE A5CE - 7-10. /� /'�^ ^�/� 2. WIND IMPORTANCE FACTOR: I .0 ITY 2 ALL MATERIALS AND LABOR ABOVE CODE AND ALL OTHER A LL BE IN LOCAL ODES ACCORDANCE WITH T THE Vidalia, GA 3 04 / `T 3' SND IX 5URE : 'C (I 75mph) 4. INT. PRESSURE COEFFICIENT: 0.18 ± TIME OF MANUFACTURE. 5. -ENCLOSURE CLASSIFICATION: ENCL05ED WIN mum 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED G. COMPONENTS AND CLADDING: DIMENSION. -ROOF LOAD(ZONE#1): +27.4/-56.0 P5F 4. OUTSIDE OVERALL DIMEN51ON5 CAN VARY BETWEEN LIMITS SHOWN Shoot Index -ROOF LOAD (ZONE#2): +27_.4/-78.9 PSF BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. -ROOF LOAD (ZONE#3): +27.4/-124.6 P5F • 5. LUMBER USED FOR CONSTRUCTION SHALL BE AS FOLLOWS: S1.0 ; Cover- General & Design Notes -WALL LOAD (ZONE#4): +59.5/-G5.2 P5F 00• • SIA Electrical $General Floor Plan -WALL LOAD (ZONE#5): +GO.G/-7G.G P5F ' -WALL LOAD(ZONE#44#5): +GO.O/-70.9 P5F FLOOR JOISTS- 2x4 5.Y.P.#2-(12-]5%MOISTURE CONTENT) '••••• • .` 2xG 5.Y.P.#2-(12-15%MOISTURE CONTENT) S1.21 Skids & Floor Framing Plan """ 2x8 5.Y.P.#2-(12-15%MOISTURE CONTENT) ; 7. FLOOR DESIGN LIVE LOAD: 1 25 P5F '�, •• 0.000 G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED: S1.3 i Skid and Floor Framing Details 8. FLOOR DE51GN DEAD LOAD: 12 P5F ,.�.�� ��•• SKIDS, FLOOR JOISTS AND 3/4°T4G FLOOR SHEATHING S1.41 Roof Framing &Schedule 9. ROOF DE51GN LIVE LOAD: 20 P5F •• •• ..•0 e 9 0 7. TRU55 DESIGNED TO SUPPORT Q.L.+L.L.=30 P.5.F. 10. ROOF DESIGN DEAD LOAD: SELF WEIGHT ...... 8. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED BY OTHERS AND S1.5 Typical Frame Section Details I I. WALL DE51GN LOAD: 8 P5F : ' ..•�;� 12. COMBINATION LOADS: AS PER A5CE 7-10 ;"••• SUBJECT TO LOCAL JURISDICTION APPROVAL. S1.$ End Walt Frame ® tions •••••• '' 9. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 P51 MINIMUM p 13. SEISMIC USE GROUP: B •. . �..�.• I YIELD STRENGTH. 14. BUILDING CATEGORY: I .. 10. ROOF SLOPE SHALL BE 3:12 WHEN SHINGLES ARE APPLIED, SEE FBC 15. BUILDING OCCUPANCY: STORAGE- NON HABITABLElrfornictdon 1507.2 FOR SHINGLE REQUIREMENTS. ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: I G. CONSTRUCTION TYPE: v B ToButdd011 ROOFS SHALL MEET MANUFACTUREK5 RECOMMENDATIONS. 17. ALLOWABLE FLOORS: I •" 1 1 . ROOF RAFTERS SHALL HAVE THE SAME SPACING AS THE WALL 22• DOOR SHALL BE 2 1/4'x I I/I G°ALUMINUM EXTRUDED 18. EXTERIOR WALL FIRE RATING: 0 CODE{4/cWEW STUDS AND SHALL BE LOCATED DIRECTLY OVER THE WALL STUD. FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM. 19. DE51GN OVERHANG: 8 INCH Professional Service industries 12. ROOF SLOPES BETWEEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2x4. 20. DESIGN MEETS INTERNATIONAL BUILDING CODE 2009 4 FLORIDA 174833rd SYreet UNDERLAYMENT APPLICATION IN ACCORDANCE WITH SECTION 23. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, BUILDING CODE Orlando,Florida 1507.2.8 OF THE F.B.C. 2010 GARAGE DOORS, GO'x 72'ALUMINUM DOOR, 32' AND 21 . THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE Phan Reviewer.Wiliam am EE.tVeary,11i E. #618100 13. ANCHORS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE 48'SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, FOLLOWING CODES: ILA MA040 ' LOCAL CODES AND THIS 15 NOT A FOUNDATION DESIGN. SIZE, QUANTITY, AND LOCATION MAY VARY. 2014 FEC, 5th Edition Fl.SMI-79,SMP-51 14. BUILDING I5 CLA551FIED AS TYPE'5' (STORAGE) 24. PREMANUFACTURED DOORS THAT MEET APPLICABLE CODES 2011 NEC 15. ALUMINUM WINDOWS -TYPE, SIZE, QUANTITY, AND LOCATION MAY MAY BE USED INSTEAD OF DOORS LISTED ABOVE 2014 Florida Fire Prevention Code VARY. 25. MAXIMUM WALL HEIGHT TO BE 8'-O' Haney Associates,Inc. Certificate of Authorization I G. ALL FASTENERS INTO P.T. WOOD SHALL BE HOT DIPPED GALVANIZED 2G. ALL BRAND MATERIALS SPECIFIED MAY BE SUBSTITUTED FASTENERS. FOR EQUIVALENT OR GREATER PRODUCT, THESE BUILDINGS ARE EXEMPT FROM THE THE FBC ENERGY L- No.27124 17. MANUFACTURER INSTALLATION STANDARDS SHALL BE FOLLOWED IN 27. ALL BUILDINGS (EXCEPT TH05E IN USE AS AN ACCESSORY CODE IN ACCORDANCE WITH 10 1 .5.2 ^� ORDER FOR THESE DF-51GN DRAWINGS TO ACCURATELY REFLECT BUILDING FOR A ONE OR TWO FAMILY DWELLING UNDER `���►t t t t t ilr FIELI? PERFORMANCE CONDITIONS. 400sa.ft.) MUST HAVE ATLEA5T(1) 32'x80' (MIN.) DOOR. SITE IN5TALLED ITEMS: ���G� R. ly,9r�i� 18. THESE STRUCTURES SHALL NOT BE USED FOR COMBUSTIBLE OR 28. ROOF FRAMING AND WALL FRAMING TO BE 340 ME!'Ai. I . THE COMPLETE FOUNDATION SUPPORT AND TIE-DOWN SYSTEM. � Q. HAZARDOUS MATERIAL. STUD5 SPACED AT A MAXIMUM OF 24'O.C. 2. RAMP5, STAIRS AND GENERAL ACCESS TO THE BUILDING. �4:�• Q-N, •••':�,L 20. OPTIONAL EXTERIOR WALL COVERING5 INCLUDE CORRUGATED 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE No. en8 ALUMINUM, MASA ALUMINUM, 4' LAP ALUMINUM, 5/8° P.T. T I-I I BUILDING. SIDING, VINYL 5101NG WITH ENERGY BRACE BACKER, HARD] BOARD, 4. ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 1503 AND WI STEEL SIDING AND'PLEKO'STUCCO ON 5/8' DENSE GLA55 GOLD R318.G STATE AND POLYCARBONATE GREENHOUSE PANELS NOTE: TH15 UST DOES NOT NECE55ARJLY LIMIT THE ITEMS OF WORK ,n R 21. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE %�s'••.LOR%0' WITHOUT THE USE OF A KEY. INSTALLATION. ALL 51TE RELATED ITEMS ARE SUBJECT TO LOCALSIONAL. ���` JURISDICTION APPROVAL i i r t i t t t ro - These plans were designed in accordance with: Project No. Sheet Number:2014 ~ ect Single Wide Metal Mester lar Designed By: roect 4- � '-` Haney Associates, �11C® 2011 NECK 5�" Edition �„�r�C �t�t��l°S O.R.H. MI65d175c 10 ]Engineering�c eConstrnitction Flaeaning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O Boz 348,Six Mite,S.C.2%82-Phone:864446-7600 For Wind Speed 175 mph, Exposure C Vidalia, GA 30474 C.L.A. 05/20/13 Z of 7 ELECTRICAL NOTES: Approval Stamps: _ I . WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING, IT 5HALL BE THE RE5PON515IUTY OF THE HVAC CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL HVAC UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED320MIN., MAX. WIDTH GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN WINDOW HEIGHT, LOCATION 24" �13Y G' EIGHT DOOR, 015TRIBUTION PANEL. AND QUAN ITY MAY VARY 5' MAX MAX�' _ LOC ION MAY VARY. 4. EQUIPMENT GROUND BAR IN MAIN D15TRIBUTION PANEL 15 TO BE AND OPTIONAL. 'I� SIL GROUNDED TO MINIMUM 10'-O°COPPER CLAD EARTH DRIVEN ROD i WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. i 5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC -- r INSULATED BUSHINGS. • • G. ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL 3�"METAL STUDS 009* 6 e ELECTRICAL CODE(NEC), LIFE SAFETY CODE (NFPA 101), LATEST SPACED AT 24° 006:06 ...... O.C. MAX. •••:•• e . EDITIONS. m P.T. 3/4"T*G •ecce• :ee e• .ecce: 7. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCE55151 F _ D15CONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH FLOOR SHEA G "' ' '• ••••• SEE VARIOUS END WITH A MARKED"OFF' P051TION THAT 15 PART OF THE HVAC :; SEE VARIOUS END WALL �' " ••••• WALL FRAMING • • O �'• FRAMING SECTIONS FOR �� �� "" "'••• EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS SECTIONS FOR WALL ONLY WHERE OTHER DISCONNECTING MEANS ARE AL50 PROVIDED BY WALL AND DOOR FRAMING. �����: ' 'e A READILY ACCE551BLE CIRCUIT BREAKER. AND WINDOW FRAMING. �' :••• 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING '••••• RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS — •••• •• e BEING IN COMPLIANCE WITH SEC. 1 10-9 OF THE NEC BY A LOCAL •• e ELECTRICAL CONSULTANT. ti � nBuilalOrl 9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS. OVER CURRENT DEVICES, PANELS, CODE REVIEW GROUNDING, ETC.) 15 DE51GNED BY OTHERS, 51TE INSTALLED, Professional Service Industries SUBJECT TO LOCAL JURISDICTION APPROVAL. ` ' 174833rd street 10. ALL WIRE5 TO 5WITCHE5 AND OUTLETS TO BE#12 AWG THHN AND OPTIONAL ELECTRIC TO ? ----32" N., 60° MAX. WIDTH orJando,Florida 32839 WILL MEET THE COLOR CODE REQUIREMENTS SET FORTH IN THE NFPA EACH UNIT FIELD BY G'-8 EIGHT DOOR, Plan Reviewer:William E.bleary,iii j 70, NATIONAL ELECTRICAL CODE. CONNECTED FROM LOCATION AY VARY. ICC#r98f�ao !_A 8u00406 I ! . ALL ELECTRICAL OUTLETS SHALL BE GFCI IN ACCORDANCE WITH EXI5TING POWER Fl.sill 79,SMP-81 i ARTICLE 1210.8(A)(2) NEC-08. SOURCE TO UNIT , - 50-0" MAXIMUM BUILDING LENGTH - - Electrical Symbol KeyHaney Associates,Inc. Certificate of Authorization GPCI Duplex Receptacle 120V 10 NOTES: No.27124 _ ®ALL ELECTRICAL EQUIPMENT SHOWN 15 OPTIONAL AND LOCATIONS MAY VARY `%wil lillltfr' incandescent Light w/(1)-60w Bulla l �.� GK,R /y ,, ;. , Typical Floor Plan QQ-�..-Lam`cam •qui Junction fox SCALE: I/4"a -O° I' �` , F' •.�` Switch STATE OF WP i Weatherproof •.:�toR�oP••'���:` $R Switch w/Receptacle Outlet 120v 1 . dNAI. �• ���111111+�� These plans were designed in accordance with: _~ Single �lde etal Master Plan Designed By: p3 ject No � Sheet Number: �� a 2014 FBC, 5tN Edition " O.R.H. 165d175c . - --T; Haney Associates, Inco 2011 NEC mark Builders Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street • Checked By: Date: a P.O.sox 3,W six Mae,S.C.29682-rn.n il".U6-76ao For Wind Speed i65 mph, Exposure D p p Vidalia, GA 30474 C.L.A. OSJ2U/13 2 of 7 v Approval Stamps: SIT LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FOR J015T 51ZE - -- 125 psf Dive Load (2 Skid) 125 psf Live Load (3 Skid) , ' Joist Size&S acin A S Width; Joist Size&Spacing ' A , S "A" Widthl.. P 9 6'-0" 2x4's @ 16" O.C., Max. 15" 42" 6'-0" 4 2x41 @ 16" O.C., Max. , 12" ` 24" 8'_0" 24's @ 16" O.C., Max. 18" ; 60" S'-0" 2x6's @ 16" Q.C., Max. 16" ! 32" " " " " " t " " i " SEE SCHEDULE FOR J015T SIZE 10-0 2x6 s @ 16 O.C., Max. 1 24 l 72 10-0 2x6 s @ 16 O.C., Max. 20 40 2x6's @ 16" Q.C., Max. , 2411184" 11'-0" 24's @ 16" O.C., Max. 22" 44" 2x6's @ 16" O.C., Max. l 28" 84" 1 V-8- 1 2x6's @ 16" O.C., Max. 24" ; 46" 13'-0" 2x8's @ 16" Q.C., Max. ! 36" 84" 13'-0" , 2x8's @ 16" O.C., Max. 126 1 52" "A" .. •• 13'-8" , 2x8's @ 16" O.C., Max. 1140' : 84" 13'-8" ; 2x8's @ 16" O.C., Max. :'_28 900.0. :••••• • • 9999.. .0000 NOTE5: .FASTENERS WILL MEET THE.MINIMUM REQUIREMENTS FOR ALL STRUCTURAL COMPONENTS AS SET FORTH ••• •• • ••••: UNDER FBC 2304.9. 1 AND TABLE 2304.9.1 UNLE55 OTHERWISE SPECIFIED. •"' • •• 0.000 o ALL 5KID5 ARE P.T.-4x6 5-Y.F. #2 OR(2)-P.T.-2xG S.Y.P. #2 ••••' " *0:090 G-0"WIDE UNITS MAY USE 2x4 5-Y.P. #3 JOISTS •• "" •••••• o ALL JOISTS ARE TO BE P.T.-S.Y.P. #2 ••:•: •. —F T. SIDE RAIL TO MATCH P.T. 51DE RAIL TO MATCH %00:0 9999.. JOIST SIZE, SEE FRAMING J015T SIZE, SEE FRAMING 0 . 1 SCHEDULE FOR SIZES. SCHEDULE FOR 51ZE5. •••••' .. . 9999 . . . Information JroBui7d On C®DE REWEilil Professional Service Industries �p 9748 33rd Sbeet OrlSEE 39 SCHEDULE FOR J015T SIZE Plan Reviewer Florida William E. Plan Reviewer.William E.Weary,III ICC#5185040 SEE SCHEDULE FOR JOIST SIZE LA#U00406 �] FL SMI-79,SMP-61 I - Haney Associates,Inc. Certificate of Authorization No.27124 R:.y% q��'% 3 P.T.-4x6 S.Y.P. #2 or 4'-0" or G'-O" 3 log W191. P.T.-4xG 5.Y.P. #2 or 4'-0" or 6'-O" (��'•L, a 2-P.T.-2xG 5.Y.P. #2 5KID5 !. op (2)-P.T.-2x6 S.Y.P. #2 5KID5 Porch No. '648 ( ) Optional Porch �Cptional f 50'-0" MAXIMUM BUILDING LENGTH 50'-0" MAXIMUM BUILDING LENGTH = =' STATE OF j ©�•• .,` i �'••.,�OR1D• � Typical 2 Skid Floor Framing Plan Typical 3 Skid Floor Framing Plan ��'SS�ONAL• .`��` SCALE: 1/44= I'-0" SCALE: 1/4"=I -0" — - — -- — - These plans were designed in accordance with: y Single Wide fetal Master Plans .Designed By: Project No. Sheet Number:---- Haney ���������� ���® 2014 F8C, 5th Edition O.R.H. 1365224- 0% Ora 9 2011 NEC Lark Builders iVII65d175c Engineering& Construction Planning 2014 Floride a Fire Prevention Code 409 Dixon Street Checked By: Date: ra B.:s4s,six Mite,&r-asp-rhonea64.sas-*/M For Wind Speed 165 mph, Exposure GA 30474 C.L.A. 05/20/13 Vidalia,__ 3 of 7_- -- _ - _Approval Stamps: °- 20ga. METAL WALL STUDS —_ 5EE PLAN VIEW FOR 5PACING i SEE FRAMING SCHEDULE SKIDS MAY BE P.T.-4xG 5.Y.P. �'- 20ga. METAL 50LE PLATE, FOR J015T 51ZE #2 OR(2)-P.T.-2x6 S.Y.P. #2 CONTINOU5 W/5/1 G'x4'LAG5 ATTACH EACH STUD TO SOLE AT I G' O.C., Max. ., PLATE WITH (2) #10 SELF T. 3140 T*G FLOOR :. DRILLING GRABBER 5CREW5 �5HEATHING + (1) INTO EACH FLANGE. 5ENCO K28 (OR EQUAL) OTCH 5KID5 Iy2"x lye° NAILS AT 12'Q.C., ROWS FOR EACH FLOOR J015T _ I SHALL BE 1.5'FROM EDGE, _- f 1 STAGGER ROW5 G' FOR •••• ••0 2x BLOCKING BETWEEN � ' (2)-P.T.-5.Y.P.-2xG'5 5KID5, 1 •• • 5TART PATTERN WITHIN G° 5KID5, FASTEN TO END •••••• :••°°• •' OF EACH END OF BKlD 2x4 BLOCKING BETWEEN J015T W/(3)-0.120'x3' •••••• :0 e 5KID5, FA5TEN W1 - -- - - - NAILS AT 12' O.C. EACH •••• •• • :0000: (2)-0.120'x3' NAILS AT • • 51DE, STAGGERED. •••• ••0 09:096 12g O.C., 5TAGGERED. •••••• • •• ••iee 2 END J015T FRAMING DETAIL •° °° "" •••••• 1 51''tD#'LOOK FRAMINGDE •••••• e : 1.5"=I' • • • • • • • • • •ecce• ee•e•e ' • • • •eeeee •• • ecce • • ee e 1'njOYnIQttOn �a.To Build On 5KID5 MAYBE P.T.-4xG S.Y.P. #2 OR(2)-P.T.-2xG 5.Y.P. #2 OO®�R�>�l e �Professional Service industries e ° 9748 33rd Street • ° t odando,Florida 32839 2'LAP SPLICE FASTENED Pian Reviewer:William E.Neary,III W1(6)-5/1 G'x4" LAG5 Icc#6156040 �i P.T.-4xG 5.Y.P. (OUTER FACE), (3)-5/!6"x4' Fl-SMI-07490,SMP-st #2 5KID5 LAG5 (INNER FACE), (9) LAG i 5CREW5 TOTAL. ATTACH J015T TO SKID WITH Haney Associates,Inc. 5/1 G"x4' LAG 5CREW OR(2) Certificate of Authorization 51MP50N H-3 (OR EQUAL)AT EACH END OF J015T, 5EE 3'kG"SPLICE PLATE ON 3 of _ No:27124 FRAMING SCHEDULE FOR 51ZE. 4 51DF-5 OF JOINT, FASTEN (2)-P.T.-2xG EACH PLATE W/(5)-SENCO `�t 1 i I►►► S.Y.P. #2 SKIDS K28 (OR EQUAL) NAILS R• hl NOTE: ATTACH END JOISTS TO SKID WITH (2)-5/1 G"x4" EACH SIDE. LAG SCREWS (OR(4)-0.13 i x4"GUN NAILS] ANDA -0 o, �- • 51MP50N H-3 (OR EQUALI AT EACH END OF JOIST. Na54558 TYPICAL SKID TO1 4 TYPI AL SKID 5P I I -QE STATE 3 I CONNECTION D AI .� 1 . SCAI E:314°�1' 1 • 4`n 1'-O' i •'• Q`, %�s• ZOR11D ►/►►►1111` —� - - —`------ — These plans were designed in accordance with: Single yVIde Metal Master Plan Designed By: i3 jectNN224o —` Sheet Number: 2014 FBC, 51h Edition O.R.H. Haney Associates, Inco 2011 NEC Lark Engineering & Construction Planning 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: -`- P.o.Box 3.ls,Sit am%sc.296U-rnoue:ssa-a6-7600For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 • , Approval Stamps: , ROOF FRAMING SCHEDULE SCHEDULE AND ROOF FRAMING NOTES: Wail Framing at 24" ®.C.9 Max. o ROOF FRAMING SHALL BE SPACED TO LINE UP DIRECTLY OVER THE WALL 5TUD5 FOR PROPER LOAD TRANSFER AND STRAPPING. •ROOF DRAINAGE SHALL COMPLY WITH F.B.C. 2010 1503 AND R318.G W'idthl Rafter and Brace Size and Spacing: •FASTENERS WILL MEET THE MINIMUM REQUIREMENT5 FOR ALL STRUCTURAL COMPONENTS A5 SET 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"STYLE WITH A MAXIMUM GABLE END OF 30-0"AND SIDE 6'-0" ASIS SSMA—S 35OS162-54 @ 24" O.C. Max. WALLS THAT VARY G'-0"TO 13'-8"OR THE LONG DIRECTION "5TANDAR17 WITH GABLE ENDS THAT VARY 6'-0"TO 13'-8"WITH A 81_0" ASIS SSMA S 3505162-54 @ 24" O.C. Max. _ MAXIMUM 51DE WALL LENGTH OF 50-0". .ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING WITH BUILDEX 10-1 Gx I TEKS PANHEAD 5CREW5 WITH #3 DRILL POINT 10'-0" : ASIS SSMA S 35OS162-54 @ 24" O.C. Max. AT G" O.C. i ASIS SSMA S 350S162-54 @ 24" O.C. Max. 11'-8" I ASIS SSMA S 350S162-54 @ 24" O.C. Max. •••• ; •. 13'-08"" : ASIS SSMA S 350S162-54 @ 24" O.C. Max. ...... . ...... 13'- ; ASIS SSMA S 35OS162-54 @ 24" O.C. Max. •••••• .... . .. ..... ...... . . I It It 4 it .... . . IR�irnu4tivra ToBuild On CODE RE1W EW Professional Service industries m 1748 33rd Street : Orlando,Florida 32839 Plan Reviewer:William E.Neary,III o Standard Ridge Icc#s1 aen4o O - _._— --- -=- - —__- _ - —_ - - - 3�Z° - 20gFL SMI-79,METAL RAFTERS AND LA I? SMP-61 �q BRACING, SPACED AT 24"O.C., MAX. I UNE UP RAFTERS TO LAND ON WALL tu 5TUD5 FOR LOAD TRANSFER. BRACING TO MATCH RAFTER 51ZE AND GRADE, Haney Associates,Inc. 5PACED AT 24'O.C., Max., A MINIMUM , Certificate of Authorization o _ OF 4 5ECTION5 OF BRACING ARE No.27124 REQUIRED FOR ANY 5PAN5 ABOVE I I'-8" �++++tttll��� --- �C R. y 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX. FOR VAULTED ROOF ' 0. 10 �ii •.•'•• r No.Frdl58 ST"0 .: ` Typical Roof Framing PlanZORIV ` SCALE: 1/4"=1'-0" S • '•........ ` 'llllltt►+` -These plans were designed in accordance with: Metal Master Pian Desi ed By: Pr4lect No. Sheet Number: 1 2 th . . 13EN 24 T 2014 FBC 5 Edition O.R.H. �. �� Associates, Inc. 2011 NEC Lark Buildar5 MI65d175c =1 Engineering & Construction Planninge 2014 Florida Fire Prevention Code 409 Dixon Street Checked sy: Date: P.O.Box 348,st:ante,S.C.29692-Phonwil"-M&M For Wind Speed 165 mph,Exposure D Vidalia, GA 30474 C.L.A. 05/20/13 5.of Z Approval Stamps: ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING - _-� WITH BUILDEX 10-1 Gx 1 TEK5 PANHEAD 5CREW5 WITH #3 DRILL POINT AT G"O.C. 5EE ROOF FRAMING 5CHEDULE FOR RAFTER AND BRACING 51ZE5 AND 5PACING s ' i 2 1/2*x 1/2"CORRUGATED 3t/"-20ga. METAL COLLAR TIE, 4'-O° ' ••••• •••••• ROOF PANEL5 FASTENED LONG, ATTACH W/ (2)#1 O SELF S ACED AT 24"O.C. MAX. •• • • • • WITH 1/4"-14 x 3/4" HWH DRILLING GRABBER 5CREW5 EACH 51DE TRAM AT G"O.C. •••••• ..... ...... 5EE ROOF FRAMING 312"-20ga. METAL 5TUD5 1'1'\Q VERHAN PTI N 0 AI 4•;•• •..• ..:..' 5CHEDULE FOR RAFTERS SPACED AT 24" O.C. MAX. 4.s I •• '• "" •••••• ...... Q M2"-20ga. METAL BRACE AT ' • • • ••••i. 0 O SEE ROOF FRAMING 3'-O"ABOVE FINI5HED FLOOR, Zd ATTACH TO EACH 5TUD W/(2) ±•• 006:00•• •• 5CHEDULE FOR FA5TENING ~ 4 #10 SELF ORlLLlNG GRABBER •• REQUIREMENTS r,bmudion 5CREW5, (1) INTO EACH FLANGE F'a U ATTACH ROOF FRAMING TO �a BuidcdOrc 5EE 51.2 FOR SKID • AND FLOOR FRAMING �'—2 1/2"x 1/2" CORRUGATED TOP PLATE OF WALL FRAMING CODE REWEW PANELS (FASTENED W/#8 x WITH BUIL)EX 10-1 Gx I TEK5 professional Servkelndustrles lye"WOOD SCREW AT G" PANHEAD 5CREW5 WITH #3 9748 33rd Street O.C. (OR EQUAL) DRlL� POINT AT G" O.C. Orlando,Florida 32838 = Plan Reviewer:William E.Teary,III I ICC#5185040 LA OW0408 VARIE5, G'-O"to 13'-8" _ FL Sadao,slap-51 Typical Frame Section SEE ROOF FRAMING Haney Associates,Inc. 5CALE: 1/4'=P-O" 5CHEDULE FOR RAFTER AND Certificate of Authorization No.27124 BRACING SIZE5 AND 5PACING _ 1!C R. h/ rri YF-20ga. METAL 5TUD5 �`R- -" CEN '•'Q/�j'i� SPACED AT 24" O.C. MAX. �Q`,. �,� S�•.°• No. 64558 { • ;-p �{ 2 OVERHAN OPTION QUAIL Cy STATE OF FI OR 1 Dp:.�� � r�jlltltt�� These plans were designed in accordance with: Single Wide Metal Master Plan ^ Designed By: 3022°' ! __ Sheet Number: ? : • I 2014 FBC, 5t" Edition O.R.H. Han ��S®CY���S� Inc. l 2011 NEC Lark Builders M165d175c i SA Engineering ds Construction H"1[a>taxaiiang 2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: P.O.Box Sas,six Mile,s c.29682-Phone:864- 6-7600 d 16hE _ -- - ---- - - 64 - Wind - .- � D - Vidalia, GA 30474- - - - C.L.A. oslzo/13 For W i nd S ee5 mph, Exposure ( of 7 _-- Approval Stamps: 2-1/2°x 1/2' CORRUGATED ROOF PANELS FASTENED WITH 1/4"-14 x 3/4"HWH TRAM I AT 6"O.C. , 20ga. METAL BRACING, I ATTACH EACH END TO STUDS W/ " METAL BRACE AT 3'-0" a!/2" METAL BRACE AT 31-0" + (2) #10 SELF DRILLING GRABBER % ABOVE FINISHED FLOOR, ABOVE FIN15HED FLOOR. j + SCREWS, (1) INTO EACH FLANGE ATTACH TO EACH STUD ATTACH TO EACH STUD [ NOTE (2) #10 SELF DRILLING REQUIRED ON 51DE WALLS AS WELL[NOTE THAT THIS BRACING 15 I WI(2)#I 0 SELF DRIWNG .... f GRABBER SCREWS, (I) ••• •.•..' ...... GRABBER 5CREW5. (I) (BOTH SIDES OF EACH CORNER)) ! INTO EACH FLANGE •• • INTO EACH FLANGE •••••• •' .... •••••• • .. .... . .. ..... . SEE 51.2 FOR SKID AND FLOOR •••••• ' •• • •' VARIES, 6'-0" to 13'-b" VARIES, 61-9 to 13'-8" FRAMING •• •• .... ...... End Wall Framing Option ••••�• End Wall Framinq Option WALL OPENING FOR SIDE WALLS ARE .•. �••••• 1'-O° SCALE: 1/4"=P-O" SCALE: I/4"a :....: TO BE FRAMED SIMILAR TO TH05E " •'•• • SHOWN HERE FOR ENDWALLS nf ' I a rnuition ffioBuild On •ram. 2-1/2a x 1/2' CORRUGATED ROOF VIEW PANELS FASTENED WITH 114"-14 x CODE ISE .. 314" HWH TRAM I AT 6°O.C. Professional Service Industries of fa 33rd Street Criando,Florida 32839 rT L Plan Reviewer.William E.Weary,III iCC#6186040 4'-0" FL SMI-79,SMP-61 647 Max. 3V2° - 20ga. METAL BRACING, t Max. - - } j ATTACH EACH END TO STUDS W/ �" METAL BRACE AT N-O° - �" METAL BRACE AT 3'-0" i 4 (2)#10 SELF DRILLING GRABBER Z OR,ABOVE FIN15HED FLOHca Associates,Inc. ABOVE FIN15HED FLOOR, 5CREW5, (1) INTO EACH FLANGE ATTACH TO EACH STUD Certificate of Authorization ATTACH TO EACH STUD O WI(2)#1 O SELF DRJWNG , No.27124 W/(2) #10 SELF DRILLING f j� (NOTE THAT THIS BRACING 15 t` GRABBER SCREWS, (I) REQUIRED ON SIDE WALLS AS WELD_ GRABBER SCREWS, (1) INTO EACH FLANGE (BOTH SIDES OF EACH CORNER)) INTO EACH FLANGE ````Cy! R. i 1114e NOTE THAT THlS BRACING `%' N ••;C. ••••:q•1/ - l 'I �15 REQUIRED ON SIDE OQ`: '�0645 ••�iL wALL5 AS WELL(BOTH No. 58 SEE 51.2 FOR SKID AND FLOOR SIDES OF EACH CORNER) = � - VARIES. G'-a to 13'-8" FRAMING VARIES, 6'-0" to 13'-8"10 +-p • STATE 0 End Wall Framing Option End Wall Framing Option �•c�'•.•• 4ORiO�••:��`� SCALE: 1/4"=I'-0° SCALE: 1!4"=!'-0" ��SS J........•��J` �i,rONM-i���� These plans were designed in accordance with: Single Wide Metal Master Plan ± Designed By: Project No. Sheet Number: 2014 FBC 5thEdition ° , O.R.H. 13EN224- " aey Associates. Ing. 2011 NECK Lark Builders M165d175cSi at) Engineering & Construction Plalnning2014 Florida Fire Prevention Code 409 Dixon Street Checked By: Date: -- po.Box us,siaNine,S.C.2968E-PhomrS&I-6!6-7600 For Wind Speed 165 mph, Exposure D Vidalia, GA 30474 - _— C.L.A. � 05/20/13 _—__ • CONTiNOUS T ANCHORING SCHE®CI�E Sin 1e�1 o ANCHO1tIN8s�SCHEDULES 1e Vl�Ido OrromTe 510E OP SIMPOSN 5PH4(OR EQUAL}Q t 6"O.C.AND Building Building Max.Block oaks Opt. Opt. Opt Opt Building ng ax. o Opt Opt Opt Apt 80gs.x I-I/4°UPUFt BUILDING OVER (t) 1/25c4°ASTM A307 StMP05N 5PH4(OR Blocks SKIDS AND ATTACH Width Le Spacing 1 2 3 4 Width Length Spacing 1 2 3 4 STRAP.RUN OVER r0 OPPOSITE GRADE A(MIN.)LAG BOLT EQUAL)0 1 G'O.C. AND xG 4 2 2 2 2 13'-0" 1v4r $'-6" 9 3 5 8 7 g�T CNCTIN� ANCHOR HEAD m��E�'� DBI.2� (U U2°x�I ASTM A BOLT DBI. KI T-6° 4 2 2 3 3 13'-0" 16'-0° 6'-8" 9 4 6 9 g TO ANCHOR AT REQUIRED GRADE A(MIN.)LAG BOLT BLOCKING OPPOSITE 51DE OP REQUIRIS?POR THRU BASE PLATE REQUIRED FOR 5/8°DIA.THRU BOLT THRU BOLT 6'40° 10'-0° T-6" 4 2 2 3 3 13'-0" 18'-0" 6'-6" 10 4 6 10 9 BUILDING. WITH 20 WASHER. ATTRTHRU BOLT Vr 12'-0° T-6" 4 2 2 4 3 13'4" 20`-0° 61-W 12 4 7 11 10 ASTM A307 GRADE A ATTACHMENT.. 518°DIA WA BOLT ATTACHMENT. (MIN.)GALVANIZED OR wff3 2'GRADER, 8'-0' 8'-0" T-6" 4 2 2 4 3 IT-W 22'-0° 6-6° 12 4 7 12 10 ::: EQUIVALENT ASTM A307 GRADE A + f 8'-0" 10'-0" T-8" 4 2 3 4 4 13'-0° 24!-W 6'-6" 16 5 8 13 11 ( ( f (MIN.)GALVANIZED 8'-0° 12'-0" T-6" 6 2 3 5 4 13'-0" 26'-0" 6'- 13 12 6" 16 5 8 OR EQUIVALENT 160 8=0" 14'-0° 7'-6° 6 3 3 5 5 13'-0" 2&44 90 17 5 9 14 13 CONCRETE BLOCK SIB DIAM..X 48° yam•, ' 8'-0" 16'-0" T-8° 6 3 4 6 5 13'-0" 30'-0° 6'-6" 18 6 10 15 13 GROUND ANCHOR 518 DW X 45 i 32-W 4 2 3 5 5 1 1 0° 0'-0" T-0° 3'-0" 6'-6" 19 6 10 16 14 'AM SINGLE G°HELIX GROUND ANCHOR 101- • °DiAM..X 48° (MODEL#595} WITH SINGLE G°HELIX • • 10'-0° 12'-0" T-0" 6 2 4 6 5 13'-0" 34'-0' 6'-6" 20 6 11 17 15 1 GROUND ANCHOR (MODEL 059065) ••• •••�•• 10'-0" 94'-0" r-W 6 3 4 6 6 IT-01 36'-0' 6'-6° 21 7 11 18 16 = WITH SINGLE G°HELIX (MODEL#59065} •••�•• �••••• I M-W 16'-0° T-0" 6 3 5 7 6 I TO 38'-0' 6'-6" 22 7 12 19 17 •••:• 10'-0" 20'-0" T-0° 8 4 5 8 8 13'-0' 40'-0" (Nr 24 7 12 20 17 Anchor Attachment Option#I Anchor Attachment Option #2 Anchor f �Afient Opixon #2 10'-0" 24'-0° T-0° 10 4 $ 10 9 1V-W 42'-0" 6'-6° 24 8 13 20 18 ' ' • • • 10'-0' 26'-0° 7'-0" 10 5 7 10 9 13'-0" 44'4" 6'-6" 24 8 13 21 19 •••• • •s •••• •••••• • •• • • 10'-0" 30'-0° T-0° 12 5 7 12 10 13'-0° 48'-0° 6'-6" 25 8 14 22 20 5MAP5ON SPH4(OR EQUAL) 4 STUDS,51se PIANS N!I G°RT#5155G CABLE THE DOWN • FOR SPACING ENGINEERING PART#5 1556{OR EQUNALENO, •• � � • • 11'40" 12'-0' V411' 6 3 4 6 6 13'-0" 48'-0' 6=6" 26 9 14 23 20 16°O.C.AND 112°DWS(.ASTM TIGHTEN TO 500 L55 OF TENSION •••• • •••• 11'-0' 14'-0" 6'• r 6 3 4 7 6 13=0' S0'-0° 8'-8" 27 9 15 24 21 ANG(MIN.)ANCHOR 5(XT5 WITH A 5.5°MINIMUM 4 P.T.BOTTOM PLATE • • • 11'-0° 1$'-0° 6'-8' 6 3 5 8 7 IT4r 14'-0" 6'-6" 12 3 5 9 8 EMBEDMENT AND A 3°MIN. MINUTE MAN MMA•18 OR EQUAL G! • • ••.• EDGE pt9fANCE.SPACE 3000 PS({MIN.)CONCRETE SIMI'5C?N TITEN OR WEDGE-ALL EM S'. 11'-01 18'-0° 61-6° 8 3 5 8 8 13'-8' Ir4r $'-6" 12 4 $ 9 8 ANCHORS AT 3G°O.CSMACE 300 INSTALL A MINIMUM OF 6-112°FROM EDGE. • � •••.•• � ••• 11'-0" 20'-0° 6'-6° 8 4 6 9 8 13'-8" 18=0° 6'-6" 14 4 7 10 9 11'40° 22'U° 6'-6' 10 4 6 10 9 13'-8" 20'-0" 6'-6" 16 4 7 11 10 4 3000 PSI(MIN.) CRETE SVr 11'-0' 24'40" 6'-6' 10 4 T 11 10 22'-0' 6'-8° 20 5 8 12 11 MINIMUM 9lAB fTHi OF 4-t/2^ 28'-0' 6'-6' 12 5 7 11 10 13'-8" 24'-0' 6'-6° 20 S 8 13 12 `!l 28'-0° 6'-6" 12 5 8 12 11 13'-8" 26'-0° 6'-8° 24 5 9 14 13 M— = if -- LL TRACTION.S STUD BLOCKING I IDE ' —1 I l----1 =.^—:I GALL TRACK.SAME GA.AS WALL 05, 30'-0" 6'-8° 12 S 8 13 11 13'-8" 28'-0" 6'-6° 24 6 8 15 13 (4)-#12 x NI4°5CREW5 IN EACH 11'• r 32'-0" 6'-6" 14 5 9 14 12 I Tor 30'-0" 6146" 24 6 10 16 14 �. AT EACH ANCHOR LOCATION OR E A 11'-0" 34'-0" 6'-$" 14 6 9 14 13 13148" 32'-0° G-6" 28 6 11 17 15 SMAP50N BP3 1/2'k3°OR EQUAL 11'-0° 36'-0° 6'-6° 14 6 10 15 13 13'-8" 34'-0" 6=6° 28 7 11 18 1$ Anchor Attachment Option#3 Anchor Attachment Option#4 11'-0" 38'-0' 6'-6" 16 6 10 16 14 13'-8" W-4V 61-6" 28 7 12 19 17 6'-6" 16 7 10 17 15 13'-8" 38'-0' 6'-6" 32 7 12 20 17 12'-0° 6'46" 6 3 4 7 6 13'-8° 40`-0° 6'-6" 32 8 13 21 18 11148" 14'-0" W-60 6 3 5 7 7 13'-8" 4270 B'-$" 32 8 13 21 19 METAL STUD 161-0" 6'-8" 6 3 S 8 7 13'-8" 4-C-00 61-60 32 8 14 22 20 WALL TRACK 1$'4)" 6'-6" 8 4 6 9 8 13'-8° 46'-0" 6'-6" 35 9 15 23 21 Wall Track Blocking Reqwred for 20'-0" 6'-8' 8 4 6 110 9 13'4r 48'-0' 9-8" 36 9 15 24 22 Anchonng of Flaorless Metal 5w1dinga 1114r 22'40" 6'-8' 10 4 7 11 9 13'48° I 50'-0° 6'46" 36 9 16 25 22 GENERA(.NOTE5 111-8° 24'-0° G-8" 10 4 7 11 10 1. DESIGN FOR MIN 3,000 P51 CONCRETE 11'-8" 26'-0° 8'-6" 12 5 $ 12 11 2. ALL HS.IX ANCHORS MUST MEET THE MINIMUM WORKING LOAD OF 3150 lbs.AND AN ULTIMATE LOAD OF 4725 ba. N. ANCHORS MUST BE IN5TAl LED TO MANUFACTURER5 RECOMMENDATIONS.ANY BENDING OR DAMAGE CAU51:D UPON 11148" 28`40" 6'46" 12 5 8 13 11 DE51GN PARAMMR5 INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. 11'-6" 30'-0° 6`-6" 12 5 '9 14 12 I. WIND DESIGN PER ASCE 7-10 4. CONTRACTOR 5HALL VISIT THE SITE AND THOROUGHLY FAMIUARtZE THEMSEU'LITH EXISTING CONDITIONS.CONTRACTOR 15 Dane Awoc�,1nc. 11'-8° 32'-0' 8'-6' 14 $ 9 14 13 2.DESIGN WIND SPEED: I G5/ 175(ULTIMATE) RESPONSIBLE FOR MEETING 501L CLA551MCATION FOR SIZING HEUCAL ANCHORS PER MANUPACTUltERS REQUIREt+AENTS. Y 11'-8' 34'-0" 6'-6" 14 $ 0 15 14 S.ULTIMATE WIND EXPOSURE CATEGORIES: 5. ONE ANCHOR 5HALL BE PLACED AT EACH BUILDING CORNER WITHIN 12°OF CORNER Certificate of Authorization G. ANY REQUIRED INTERMEDIATE ANCHORS SHALL BE PLACED EQUAL D15t'ANCE5 APART FROM EACH OTHER. No.27124 111-8" 36'0 6'-6" 14 6 10 16 14 1 665mph:D 175mph:C 7. THE ANCHOR MUST BE N THE SITE 50IL CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET. 4.WIND IMPORTANCE FACTOR: 1.0 8. U5E TIE-DOWN ENGINEERING(OR COMPARABLE) 1/2°X 3o"GROUND ANCHOR WITH SINGLE 4"HELIX OR 518°DIA.X 40'AND 48° 111-8° 381-0" C-60 16 6 11 17 15 5.eNCL05URe CLA551MCATION:ENCL05ED GROUND ANCHOR WnTI SINGLE G°HELUt 11'$" 40'-0° t)'-6" 16 7 . 11 18 16 G.M 51GN MEETS INTERNATIONAL BUILDING 9. INSTALLATION OF THE ANCHORS ML15T MEET ALL AT REQUIREMENTS A5 SPECIFIED BY TIE DOWN ENGINEERING,INC TO INCLUDE ``���K R. �♦J�� 11'-8" 44'-0' 6'-6" 1$ 7 12 E22 17 CODE 2012#FLORIDA BUILDING CODE 2014 REQUIREMENMN5 FOR SPACING AND 51TE SPECIFIC 501L CONDITIONS �� ........ 11'-8° 50'-0° 6'$" 16 8 13 19 10. MAXIMUM STRUCTURE HEIGHT 15 12 FEET(MAXIMUM WALL HEIGHT OF 8 FEET). �C`;• {', i 1. NUMBER OF ANCHORS LISTED IN ANCHOR SCHEDULE ARE THE MINIMUM REQUIRED NUMBER OF ANCHORS r0 RUN GOWN EACH Q� 7 07 i SIDE WALL(THE TpTAL NUMBER OF ANCHORS,REQUIRED PER MUDING WOULD Be 2X THE NUMBER LISTED IN THE SCHEDULE) •••:'� No. 64558 00, These PIan5 Were Designed in Foundation Anchorin Plans Designedj3r. rrojectNo. Sheet Number: 12 ® Accordance with the 2014 Plord(a ILDR F1° 151t %a : srA of '• Engineering& Constmetion Planning Building Code for a Ultimate Wind 409 DICKSON STREET Checked By: Daa{�: ''''�ssZoivAL P.O.11ox348 MMUe,S.C.296U-Pb=e:8"-"6-760tt 5 eed u to 1 GJ-D / 175-6 C'LA' 07107/15 p p V I DALIA, GA. 304.74 1 of 1 �1111 i l l w /