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HomeMy WebLinkAbout116 W 17 St (2)P CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D ; FEB 9 2016 Application No: Documented Construction Value: $ 6 '000, c o h Job Address: /1 W 1 %4-1- _":-4a'c c - Historic District: Yes No Parcel ID: 3C - 3c -moo b -yc C - o zeaca Residential [K Commercial Type of Work: New P Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: ,G,-2-,' Fax: Email: r Property Owner Information Name 5 ,c%Lem Phone: 3 4. TloZ3 Street: 19 b lQ1 '7+UfS.A-xeA- Resident of property?,:,,of F City, State Zip: 3z_1? I Name Street: City, State Zip: _ Name: Street: City, St, Zip: Bonding Company: Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF.COMMF;NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE 'OF"COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 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. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4s 4 9 P NOTICE: In addition to the requirements of this permit, there may be additional- restrictions: applicable.to,this property that may be found in the public records of this county, and there may be additional permits required from Ae' r,governriiental entities such as water management districts, state agencies, or federal agencies. ' s i y bMr Y Acceptance of permit is verification that I will notify the owner of the property bf the requirements of Florida Lien Law, FS 713. 1 r + The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all appliokbIETOospmgglafing construction and zoning. Z /G / 1 L / Date ISignature of Contractor/Agent Date Print Owner/Agent's Name 4.0 4-J Date MY COMMISSION H FF 178648 EXPIRES: February 25, 2019 Bonded Thru Notary Public Underwriters Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally P ; own to Me or Contractor/Agent is Personally Known to Me or Produced ID Type ofI1AProduced ID Type of ID eon BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No `` __ #\\o__f Heads AoC APPROVALS: ZONING: Z Cl-I& 5WK-UUTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Ok to install 10' x 20' (200 Square Foot) shed as shown on property. Meets area and dimension regulations for SR1- — A zoning district. Per Schedule F, shed must match the principal building in materials, color and architectural style. It Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owrier-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. 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. 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 a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 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 own 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 in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. L T I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.' I understand that I may not hire an unlicensed individual 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 licenses required by law and by city ordinance. I understand that it is a frequent practice 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 her 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. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed 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 laws may subject me to serious -financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. 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, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand 1 that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed 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. Property Address: 1(e ,,A. "' - Se. a I , I;Z:\_. X:1' 7 I, , NCB k' u'_ and capable of performing the conditions specified above. Signature of Owner-13 Form of Identification Must be Photo ID) do hereby state that I am qualified involved with the permit application filed and agree to the Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under tke permit issued. Rev. 9.14.2009 II , , I , L[ 1 SCPA Parcel View: 36-19-30-506-0000-0200 Page 1 of 2 t CQooAdJofrrmon, CFA' Property Record Card PROPER >f Parcel: 36-19-30-506-0000-0200 APPRMSER Owner: STERNBERG JOHN H & DARROW DEBORAH M SEMWOLECOWJTI;FLORIDA Property Address: 116 W 17TH ST SANFORD, FL 32771 V Parcel:36-19-30-506-0000-0200 1 Property Address: 116 W 17TH ST Owner: STERNBERG JOHN H & DARROW DEBORAH M Mailing: 116 W 17TH ST SANFORD, FL 32771- Subdivision Name: SANFORD HEIGHTS Tax District: Sl-SANFORD Exemptions: 00-HOMESTEAD (2016) DOR Use Code: 01-SINGLE FAMILY 1 WWA I Value Summary 2016 Working Values 2015 Certil Values Valuation Method Cost/Market Cost/Marke Number of Buildings 1 1 Depreciated Bldg Value 82,465 72,038 Depreciated EXFT Value 975 988 Land Value (Market) 22,701 22,701 Land Value Ag Just/Market Value 106,141 95,727 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 0 Assessed Value 106,141 95,727 Tax Amount without SOH: $1, 2015 Tax Bill Amount $1, Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 20 + E 45 FT OF LOT 21 SANFORD HEIGHTS PB2PG63 E Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 106,141 50,000 Schools 106,141 25,000 f City Sanford 106,141 50,000 SJWM(Saint Johns Water Management) 106,141 50,000 County Bonds 106,141 50,000 Sales Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED 7/1/2015 08526 0932 147,000 No Improved WARRANTY DEED 9/1/2014 4/1/2006 08334 06204 0465 242,200 No Yes Improved ImprovedWARRANTYDEED0330310,000 QUIT CLAIM DEED 5/1/2005 05717 1302 100 No Improved http://www.scpafl.org/ParcelDetailInfo.aspx?PID=3 6193050600000200 2/4/2016 Ap imnm.! Bul VsW-MIS LG LC3FTED B J, White Ivory-, SIDE RV Fit I MGnH I kY Tan i; YEARR MUTED WARRANTY im Clay Ivory', White RECORD COPY --- National Design and Inspection 501 North Jackson Ave. Suite 2 Byars Building Russellville, AL 35653 July 25, 2015 Mr. Jim Richmond Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Bennett Building Systems Plan Number/Name: 530-021 Gable Shed Dear Mr. Richmond, REVIEWED FOR CODE COMPLIANCE Ic PLANS EXAMINER DATE Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2014 FBC, 5th Edition These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC). Also included in this approval and attached to the plans are pre-engineered truss designs P910608, P911808, P918503, and P918603, and, Kingpost,-Job #79092. A signed and sealed set of plans are maintained on file in the Third Party Agency office of National Design and Inspection. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted OvMW ING cp,1dFORD John Farinelli, CBO, MCP, SMP49 16-461- SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 79092 P911808 KINGPOST try Fri 1 Bennett Building Systems 316 5 Reference tUnNorselForestProducLvkw-, Qrarnd Fiapkb, MI 49525, Peggy Beckett 7,610 a Jan 29 2015 MiTak Indusbios, lee. Fri Ju117 09:28:26 2015 Paaa 1 .11 Copyright02015 Universal Forest Products, Inc. All Rights Reserved 411.8 411.8 3x4 = 3.03 12 2 y1 _ Ti 1 I Sea Note 6 4-11.6 1 4-11.8 9-11-0 Sao Note 6 LOADING (psQ TCLL 20.0 SPACING- Plate Grip DOL 1.25 CSL TC 0.23 DEFL Vert(LL) to (ioc) Won Ltd 0.02 1-2 >999 PLATES GRIP TCDL 7.0 Lumber DOI 1.25 BC 0.00 Vert(TL) 240 0.02 1.2 >999 180 MT20 244/190 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(fl-) 0.00 n/a n/a BCDL 0.0 Code FBC2014frPI2607 Matrix) Weight 24 lb FT- O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purnns. [P] REACTiON3. (Ib/aizo) 1=26W0.3-0 (min. 0.1-8), 3=260t0.3.8 (min. 0-1.8) BOT CHORD Rigid ceiling directly applied or 10-U oc bracing. Max Horz1=ti22(LC 1). 3=-M(LC 1) Max UpRRt=234(LC 5), 3=-234(LC 6) FORCES.(Ib)- Maximum ComfxesslanNaximumTension TOP CHORD 1-2=-6611877, 2-3=-661/877 NOTES- (8) 1) This truss has been checked for uniform roof live load only, except as noted. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=O.Opsf: h-3011; Cal 8; Exp C; Encl.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Exterior(2) zone;C•Cformemborsandforces3MWFRSferreactionsshown; Lumber DOL-1.60 plate grip DOL-1.60 3) The bottom chord dead toad shown Is sufficient orgy to cover the truss weight bell and does not allow for any additional load to be added to the bottom chord. 4) • This truss has been designed for a Rvo bad of 20.Opsf on the bottom chard in all areas where a rectangie 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of Uuss to beading plate capable of withstanding 234 b uplft at Joint 1 and 234 lb uplift at Joint 3. 6) Provide support to resist a horizontal farce of6228 at joints 1 and 3. 7) Beveled plate or shkn required to provide run bearing surface with truss chord at joinl(s)1, 3. 8) Based on P91INS. updated code. E-signed by Kevin Freeman Date e77S /S Plan No. 36 - Da! Approved By John, Farinelli Modular Building Plans EX2.m(ner F[Orida. Certificate SMR49 NDI APPROVED" DOCUMENT r lie Pro10551one, engineering seat Indicates That a licensed professional has reviewed the design under the standards referenced within this docume not necessarily the current state building code. The engineering seal is not an approval to use in a specific slats The final datemtnadon on whether atrussdesignisacceptableunderthelocallyadoptedbuildingcodsrestwithIho !wilding official or designated appointee. No 56254 r * r P • lU 7/ 20/2015 B WARNING - Verify design parameters and READ NOTES unnrersal Fdreat Products, tic 2801 EAST 13ELTLINE RD. NE Tnwshot not becut ormodfiedwithout a PHONE (616}364-0161FAX (616)-365.0060 GRAND RAPIDS; MI49525 approval of truss designengIneer. This component has only been designed for the leads noted on gib drawing. Construction and RNng Mips have not been considered. The builder is responsiblw farming methods and system design: Binder responsibilities are donned underTPlt. This design is based ooiy upon parameters showry'and is for an bnitvi&W balding component to be Installed and leaded vertically. Applicability of design Parameters and properincorporation c(compodentisra designer -not buss do3inner. Bracing shown bfartatandsupport ofindivid volbmemWrs stability styofbuilding only. Additional temporary bracing leInareetabiSyduringftpnabuclionIlireCorkgtaRyilityonboftherector..AdditionalM. permanent wl bracing ohhee aversll afrudm is thensponsib&tyaf Oho buUing desi Forgeneratguk%nce regarding fabrlcallen quaWyconboi storage, delivery, en c&onandbracing, consult SCSI 1-06 from the Wood Tens Council ofAmerica and Tnm Plate Institute Recommendation oval" from WTCA.6300 Enterose W, Madison, WI63719 J.lsupparNAbkSueoltemWatealuro foo Job Truss Truss Too a7 Bennett Building Systems 31679092P918603KINGPOST11lJobReference(onlionoll Universal Forest Products Inc., Grand Rapids, MI49525, Peggy Becker 7.610 a Jan 29 2016 Mrrek Industries, Inc. Fri Jul 17 09:28:34 2016 Page 1 of 1 Copyright02015 Universal Forest Products, Inc. All Rights Reserved r 4-11.8 1 2.50 = 3.03 rl2 2 frt 71 T1 1 3 1 See Note 9 Sea Note 6 9.11.0 Plate Offsets :0-3.0 0.0-1 LOADING(psf) SPACING- 2-0.0 CSL OEFL in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.06 2-3 >999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.05 2-3 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Hoa(fL) 0.00 n/a r/a BCDL 0.0 Cade FBC20141 P12007 Matrix) Weight 15 lb Fr= 0% LUMBER- BRACING - TOP CHORD 20 SP No.1 TOP CHORD Structural wood sheathing direc0y applied or 6-0-0 oc purlins. [P] BOTCHORD Rigid cermg direc0y applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1-260i0-3.8 (min. 0-1.8), 3=260&U (min. 0-1.8) Max Horz1=635(LC 1), 3=.635(LC 1) Max Uplfftt=-234(LC 5), 3=234(LC 61 FORCES. (9h) - Maximum Compression/Maximum Tension TOPCHORD 1-2-673/894,2-3=673/894 NOTES. (8) 1) This truss has been checked for uniform roof five load only, except'as noted. 2) Wind. ASCE 7-10; Volt=140mph (3-second gust) Vasd--108mph; TCDL-4.2psf; BCDL-O.Opsf; h-30111; Cat.11; Exp C, End.. GCpi=0.18; MWFRS (envelope) gable end zone and C-C Extertor(2) zone;C-C for members and forces d MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) The bottom chard dead load shown Is sufficient onyx to cover the truss weight ttseff and does not allow for any additional bad to be added to the bottom chord. 4) • This truss has been designed for a Nvo load of 20.Opsf on the bottom chord M all areas where a rectangle 341-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connec0on (by others) of truss to bearing plate capable of withstanding 234 b uplift at joint 1 and 234 lb uplift at joint 3. 6) Provide support to resist a horizontal force of 635N at joints / and 3. E-signed by Kevin Freeman 7) Beveled plate or shim required to provide full bearing surface with truss chord at jolnt(s)1. 3. 6) Based on P910601. Updated code, I I I11 ill1t111 NDI : ,CENS•:ti--110 Date Plan No. 3n -+! APPROVED" = . No 56254 Approved By DOCUMENT John Farineili, : U Modular Building Plans Examiner Florida 'Certificate SMP49 - P ; a14,, The professional engineering seal Indicates that a licensed professional has reviewed the design underghe standards referenced within this document 7/20/2015 not necessarily the current slate bulkMg coda. The engineering seat is not an approval to use In a specific state. The final detemdnation on w hather a truss design Is acceptable under the k=ffy adopted building code rest with the building official or designated appointee. WARNING - Verify design parameters and READ NOTES universal Forest Products, inc. 2801 EAST BELTLINE RD. NE Trans shall not be ant atmodified without approval of the inns design er*war. PHONE (616}364.6161 FAX (616)-365.0060 GRAND RAPIDS, M149525_ This component has only been designed for the tome noted on this drawing. Construction and lifting forces have not been aruiderod. Tha bwgdais responshblo fori0ing methods and system design. BuiderresponsibMfes are defined under TPit. Th0 design Is based only upon parameters shorn, and is for ankhdrvidualbuildrogcomponenttobeInstalled and loaded vedi aty.AppicabiiyofdesignparametersandproperincorporationofcomposientbresponsibilkyorbuYding designer - Trot truss dasWw. Bracing shown is for lateral supportof Indtvidsal sob members only. Additional temporary bracing to insure stability during amd4udion Is the rosporsabidyof the arecta. Additional permanent bracing of are overall structure Is the responsibility of the building designer. Forgmerai guidenco regerdbhg fxbrir 000. quality control, storage. deWery, erection and bracing. corm l BCSI 1-08 from the Wood Truss Council of Amarira and Truss Plate bsMuts Recommendation avalable from WTCA.000 Enterprise LN. Madmn. WI53719 Jisuppar0 AnkSup-pttemplatealisrptpe Job 79092 Tnuss P910608 TN59Typo Oh' KINGPOST • 1 ply Bennett Building Systems 316 1 Univaeal Forest Products Inc., Grand Rapids, M149525, Peggy Backed 7.610 a Jan 29 2015 MRek kdustrtas, Mc. Fri Jul 17 09.28:18 2015 Pago 1 of 1 Copyright02016 Universal Forest Products, Inc. All Rights Reserved 541.8 s-s-e 25x6 = 210 12 2 9 T1 T1 1 3 I I See Note 6 S a a f4oto 6 S8-8 5.8.8 11-5-0 Pia Off LS 2: 1 LOADING(psQ TCLL 20.0 SPACING- 2.0.0 Plato Grip DOL 1.25 CSL TC 0.30 DEFL In Qoc) t1deff Lid Vert(LL) 0.05 1-2 >999 240 PLATES GRIP MT20 2441190TCDL7.0 BCLL 0.0 ' LumberDOL 125 Rep Stress ins YES Be 0.00 WB 0.00 Vert(fL) -0.05 1-2 >999 180 Hoa(TL) 0.00 n1a NaBCDL0.0 Code FBC2014/TPI2007 Matrix) Weighh27b FT=O% LUMBER. BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6410 oc purlins. IPlBOTCHORDRigidtellingdirectlyappliedor10-0.0 oc bracing. REACTIONS. (blslze) 1=300J0.'i-8 (min. 0.1.8), 3=3001D-3-8 (mkt. 0.1-8) Max Hort1=1016(LC 1), 3=1016(LC 1) Max Uplid1=268(LC 5), 3-268(LC 6) FORCES. (lb)- Maximum Compression/Maximum Tension TOP CHORD 1-2=-1047/1345, 23=1047N345 NOTES- (8) 1) This truss has been checked far hrniform roof live bad or y, except as noted. 2) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd=108mph- TCDL=42psf, BCDL-0.0psF h=30ft; Cat. II; Exp C; End., GCp1=0.18: MWFRS (envelope) gable end zone and C-C Exledor(2) zone;C-Cformembersandforces6MWFRSforreactionsshown; Lumber DOL-1.60 plate gdp DOL-1.60 3) The bottom chord dead bid shown Is sufficient only to cover the buss weight Itself and does not allow for arty additional load to be added to the bottom chord. 4) This tugs has been designed for a live bad of 20.0psf on the bottom chord In all areas where a rectangle 33-0 tell by 24).0 wide will fit between tho bottom chord and any other members. 5) Provide mechanical connection (by otters) of togs to bearing plate capable of withstanding 268 lb uplift at joint 1 and 268 b uplift at Joint 3. 6) Provide support to resist a hortmntal force of 10168 at joints 1 and 3. 7) Beveled plate or shim required to provide full bearing surface with buss chord at jolnt(s)1, 3. E-signed by Kevin Freeman 8) Based on P910608. Updated code. f l l Igloo, NNDI .. .• .... , u u Plan No. S20 "APPROVED" : • No 56254 Approved B DOCUMENT John Farinelli 40 Modular Building Plans Examiner Florlda Gt tificale SMP49 a slO N A/ 1 O%% The profassfonal engineering seal Indicates that a goensed pmrassbmal has reviewed the design under the standards referenced within this documenl, 7/20/2015 not necessarily lira current state building code. The engineering seal is not an approval l0 use in a specific state. The final determination on whetheratrussdesignisacceptableunderthefocallyadoptedbuildingcoderestwiththebuildingofficialordestgnaledappointee. WARNING - VerW design parameters and READ NOTES Universal Forest Products. Inc. 2801 EAST BELTLINE RD. NE PHONE (616) 364-6161 FAX (616)-36GRAND RAPIDS. M149525 Togsshagnotbeartormodwithoutikdapprove! of the truss design engineer. 5.0060 This component has only been designed for the bads noted an this drawing. and 9 buses only not been considered. is responsible ThebdisforfillingmethodsandlerTPII. ConstructionThis system8olderruuponsianydefinedhederTPlt.Thindesignbbasedornyuponparemalereahovm,and(sfor sld. foranindividual! widbgatmponenttoboInstalled and badedver6ratly.AppgeabrdyotdealgnParamatersand properincorimational nantleres note of 00 0 fo lntgdfrhgdesigner- rot cuss designer. Bracing shmm is for lateral support of Individuatweb mambas any. Additional temporary bracing b Motors sta6giydurfng tbnslNc6ah b 8» responsibrdy o! go setter. Addibnal pennamrd bmdng of 0w weal ahucWm iago msponsibOy oltho bolding designer. Forgerreral guidance ngaagng fabricalbn. quality conhol, abrsge. dellvsry, eracfmn and bracing, consult SCSI 1.06 from the Wood Taw Cound of America end Truss ptals institute Reearnmeadabon avaiable tom WTCA.6300 En18gW aLN, Madison. WI53719 J..AsWpaftgAkSupp teslufp,gw Job Truss Truss Type Bennett Building Systems 31679092P918503KINGPOST10ty11 kMgfCranc* (optional) Universal Forest Products Inc., Grand Rapids, MI 49525, Peggy Beckett 7.610 a Jan 29 2016 Mrrek Industries. Inc. Fit Jul 17 09A9:40 2016 Pago 1 of 1 Copyright02015 Universal Forest Products, Inc. All Rights Reserved 6-&6 se-e 3Xa = 210 12 2 T7 T1 1 3 SeoNote6 Saar Note 11.&9 Plate Offsets O-MSO. 6 LOADING(psQ SPACING- 2-" CSI. DEFL in Qoc) I/den Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.12 1-2 a999 240 MT20 2441190 TCOL 7.0 LumberDOL 1.25 BC 0.00 Vert(TL) .0.10 1-2 b-999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na Iva BCDL 0.0 Code FBC2014/TPI2007 Matrix) Weight 17Ib FT= o% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oa pudins. IPJ BOT CHORD Rigid calling directly applied or 10-" oc tracing. REACTIONS. Qb/size) 1-30OA 3.8 (min. 0-1.8), 3-300/0.3-8 (min. 0-1.8) Max Horz1-1048(LC 1).3-1048(LC 1) Max UpMfttz268(LC 5), 3=268(LC 6) FORCES. Qb)-MaxlmumCompressbNMaximumTension TOP CHORD 1-2-- l UM1387, 2-3=-1079/1387 NOTES (8) 1) This truss has been checked for uniform roof live load orgy, except as noted. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=0.0psf h=308; C®L 11; Exp C; Encl., GCpt=0.18; MWFRS (envelope) gable and zone and C-C Fxtedor(2) zane;C.0 for members and foroes l4 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) The bottom chord dead goad shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4) • This truss has been designed for a We bad of 20.Ops on the bottom chord In all areas where a rectangle 3.6.0 fail by 2.0-0 wide wile fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 268 to uplift at Joint 1 and 268 lb uplift at Joint 3. E-signed by Kevin Freeman6) Provide support to resists horizontal force of 1048N al]obts 1 and 3. 7) Beveled plate or shim required to provide full bearing surface with buss chord at Jolnt(3)1, 3. 8) eased on P9185o1. Updated coda. F R 4, iV .• ..... , Date . No. 3D`o2 DI : No 56254Plantt rAPPROVED" • r APprtived 8'y DOCUMENTJohnFarinellS Modular Building Plaris Examiner Flarlda Certificate SMP49 Q . S' / 0N A • The professional engineering seal indicates that a licensed professional has reviaxnd the design under the standards rateranced within this docume 7/20/2015 not necessarily the current stale building code. The engineering seal Is not an approval to use in a specific stale. The final delarmination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. WARNING - Verify design parameters and READ NOTES Universal Forest Products, Inc. 2801 EAST BELTLINE RD, NE PHONE 616)-W"161FAX (616}365-0060 GRAND RAPIDS, MI 49525 Trossshallnetbecutormodi6edwithoutapprovalofto (ruse design engineer. This component has only been designed for the bads noted on this drawing. Consfnrcaon and Ming farces have not been considered. The builder a responsible orating malbods and system deskyL Builder resporsbiMOes are deffned underTPIi. This design is based only upon parameters shown, and 13 for an individual building component to be Installed and leaded vertically. Applicability ofdesign parameters and proper Incorporation ofeomrponant is responsibility bf bulft designer- not tons designer. Bracing shown 6 for Worst support of individual web members ody. Additional temporary bracing to insure stability during construction is the responsibility ofthe erector. Additional permanent bracing ofihe overall 3bucb rs is Oro respona3i4y of the bulldog designer. For general guidance regarding rabricarm%quality control, storage, dellvary, erection and bracing, consult BCSI 1-06 from the Wood Truss Cowa ofAmerica and Truss Plate Institute Recommendation available lamWTCA,MWEnknwseLN,Madison.WI53719J. tsu Atk6YkSWpYemplatesUirptpa 55NNETT 5UI DING S"rSTEMS 1660 DIXON AIRLINE RD AU6U5TA, GA 30g06 DESIGN CRITERIA I. WIND VELOCITY 140 M.P.H. 2. BUILDING CATEGORY T 3. WIND EXPOSURE C 4. INT. PRESSURE COEFFICIENT t 0.18 5. ENCLOSURE CLAS51FICATION ENCLOSED b. BASED ON HEIGHT 15 FEET 1. OVERHANG YE5 b. FLOOR DESIGN LIVE LOAD 40 P5F FLOOR DESIGN DEAD LOAD 4 P5F q. ROOF DES16N LIVE LOAD 20 P5F ROOF DE516N DEAD LOAD l FSF I0, WALL DESIGN DEAD LOAD 3 P5F II LOFT UNINHABITABLE LIVE LOAD WA P5F 12. SNOW LOAD WA PSF IS. CONSTRUCTION TYPE X B 14, BUILDING OCCUPANCY: U 15. FIRE RATING EXT. WALLS WA 16. ALLOWABLE NUMBER OF FLOORS I Il. THE CONTRACTOR/MANUFACTURER MUST COMPLY WITH THE FOLLOWING CODES AND ALL OF THERE AMENDMENTS/SUPPLEMENTS: FLORIDA BUILDIN6 CODE - 2014 NATIONAL ELECTRIC CODE - 2011 NFPA 101 LIFE SAFETY CODE - 2012 NOTE: MANUFACTURE TO HAVE LIST AVAILABLE TO 3RD PARTY INSPECTOR THAT MEETS THE WIND PRE55URES STATED ON 6-2 FOR ANY PRODUCT THAT REQUIRES PRODUCT APPROVAL FOR THE STATE OF FLORIDA 3145Lrm SHE® PLANS FOR THE STATE OF FLORIDA 4 _ iw SHEET Q LIST TABLE SHEET NUMBER SHEET TITLE C-1 COVER SHEET C-2 LOADING TABLES C-3 GENERAL NOTES C-4 FASTENING SCHEDULE C-5 FASTENING SCHEDULE C-b FASTENING SaIEVULE A-1 FLOOR DECK AND ROOF FRAMING PLANS A-2 ENDWALL FRAMING DETAILS A3 ENDWALL FRAMING DETAILS A-4 EWVIALL FRAMING DETAILS A-5 ELEVATION AND DETAILS A-b CROSS-SECTION DETAILS A-1 DETAILS A-8 DETAILS Asl WALL SECTION DETAILS A-10 WALL SECTION DETAILS A -II I SHEAR WALL TABLE A-12 ING DETAILS A-13 LWMBER 56WEVIJEE A-14 DETAILS A-15 DOOR FRAMING ELEVATIONS THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING THOMAS A. DIXON, P.E. BENNEEN euILD GABLESHEDINDSYSTEMSENPLANS ALI 30631 MSR 1`1034 K50 211g8 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD 5CR 215g2 NGR CO!A85 GAR 034311 STRUgIRAL E%lEERW AID INSPECTION - WA 15M X*ZTA, GA 3Og06 WO 01106 TXR104353 MDR 4OgO5 10410 MAIN STREET PHONE,1-41b-552-1ITT PAR Oi900g VAR 0455g3 THONOTOSA55A,FL 335g2 TWO II) TAI FI R B4729 I VOICE, 813-q82-g885 FAX. 813-q82-2306 COVER SHEET AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT j JDA j Ol/2I/15 I REVISED PER COMMENTS IREVIBYI DATE I DESCRIPTION 11 OF 140 M.P.H. DATE: 06/ 2q/15 DRAWN BY: GNO CHECKED BY: TAD SCALE: AS NOTED WA. NO: 530-021 SHEET G- 1 I OF 21 u B I II I I I ® I I I l WIND LOAD COMPONENT AND CLADDING HALL PRESa RE DIAC-,RAM L 6t HAIR', ©]I;o" r ••r rIKDND TA /Atl MIND NfDYlACT1'Y, MMt •"-'CO:I,C4N NY YK160CN1M„ Y tKIGM>G{poAKf 114 P,u t/1{i0H ,V.MtIMYWIDIfDftl,C01,IC\Y, tN D,wals,A•ctl Np IIN014A:oOMWWNiI1M 1 oom©o oo®m® oa® aEam®©m000®© oo® aom®omoomm oo® oom0©®o ®© oom omom w=x m a o00 aomnotm a o orbaomm®moam1mom o aom©m®oammoo aomm© moom©NIMMONS ormaom©o oomo©© oOti7m®m iOdOtiiOdOdO iOG©C i n rmOIS]fRl Q lLff7f.f7ri7eR]® CmrIIIEl51RF'E117tQIrS7 G41E'IfCSf ra a c!n m m rn rnn rer rn m 00,1M rttD em rn rn ern M.mamrmcmmm rnm©cn rca®mncmrmemmmcnev,, vomr nmmrncrnnmme a e°m:nc aam irn rni mmrnmmrzmmmmmcnarrrtrnrnrnmmmmrn cza rmrarnrm nrmrmrmmme,sa nEstrvrmememrca tm rrr nnmrnrrnrvrnrrnr,nr rmemcx rnmrnrnvvfrn amAl I THESEPLANS MIRE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING TH OMAS N4. 01 XON, P.S. BENNEtt BUILDING SYSTEMS END GABLE SHED PLANS ALN 30631 M5N 14034 KSA 21198 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD SO 215g2 NGA 035g85 GAN 034511 STRUGU& MINIM RV WoMTION - OOA M AMGTA, GA 30906 WA Olig36 TXA 104353 MDN 40g05 10410 MAIN STREET PHONE, I-418-552-11'n PAN Olg00g VAN 045593 THONOT05A%A, FL 335g2 I Vnf.F. AIRAWMIAAS FAX. A13- RI-7-J GENERAL NOTES REA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT 11 1 JDA Ol/21/Is IREV15ED PER GOI+ENTs REV I BY I DATE DESCRIPTION 1'oUST OF 140 M.P.H. DATE: Ob/ 2g/15 SHEET hy is DRAM BY: CNO VGHEGKED BY: TAD C 5 - ALE: A5 NOTED \VV W. O. NO: 530-021 2 OF 21 GENERAL NOTES THIS STRUCTURE WAS DE516NED IN IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING (F.B.C) 2. ALL MATERIALS AND LABOR SHALL BEAN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 4. THE FOUNDATION PLAN 15 A SEPARATE SET OF PLANS FOR APPROVAL BY LOCAL MUNICIPALITIES. 5. EXTERIOR DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN AT 2"O.C. BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. b. ALL THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY UC413 (GROUND CONTACT, HEAVY DUTY): SKIDS I. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED IN ACCORDANCE WITH AWPA USE CATEGORY U655 (EXTERIOR ABOVE GROUND, UNCOATED OR POOR WATER RUNOFF): FLOOR JOISTS, PLYWOOD FLOOR DECKING, AND EXTERIOR RATED WOOD STRUCTURAL PANEL 51DING. 8. LP TOPNOTCH 5UB-FLOORING Iq/32' MAY BE USED IN LIEU OF PRE55URE TREATED PLYWOOD FLOORING. q. P.T. PLYW000 FLOORING NOT REQUIRED WHERE THE BOTTOM OF THE FLOORING 15 OVER 15' ABOVE GROUND SECTION 2504.11.2.1 FBG 2014. 10. ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRE55URE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED (6105) OR STAINLESS STEEL. 11. ALL WINDOWS WITHIN 24' OF DOORS, AND ALL GLASS IN DOORS SHALL BE SAFETY, TEMPERED, OR ACRYLIC PLASTIC SHEET. 12. FOR ROOFS WITH ASPHALT SHINGLES AND A SLOPE BETWEEN 2 TO 12 AND 4 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION A5 REQUIRED IN ACCORDANCE WITH SECTION 1501.2.8 OF THE 2014 F.B.G. 13. UNDERLAYMENT SHALL CONFORM WITH SECTION 1501.2.3 (ASPHALT SHINGLE5) AND 1501.45 (METAL ROOF PANEL) OF THE 2014 F.B.G. 14. ASPHALT SHINGLES SHALL CONFORM WITH SECTION 1501.2.5 OF THE 2014 F.B.G. ATTACHMENT OF ASPHALT SHINGLES SHALL CONFORM WITH 1501.2.1 OF THE 2014 F.B.G. 15. FASTENERS FOR ASPHALT SHINGLES SHALL CONFORM TO SECTION 1501.2.6 OF THE 2014 F.B.G. 16. TIE-DOWN5 SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE CODES. 11. THESE PLANS HAVE NOT BEEN DESIGNED FOR HVHZ REQUIREMENTS A5 SET FORTH IN THE 2014 F.B.C. OR FOR USE AS A COMMERCIAL BUILDING, 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY AND PLACEMENT OF LAWN STORAGE UNIT TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS. 20. NO FIELD REV15IONS TO ANY STRUCTURAL COMPONENTS OR DEVIATIONS FROM THESE DRAWIN65 SHALL BE MADE. 21. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING LEGAL FEES AR151NG OUT OF OR RESULTING FROM ERRORS OR OM15SIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR. 22. SECTIONS AND DETAILS ON THE DRAWIN65 ARE INTENDED TO BE TYPICAL AND SHALL APPLY AT ALL SIMILAR LOCATIONS, UNLE55 OTHER SECTIONS AND DETAILS ARE SPECIFICALLY REFERENCED. 23. REFER TO SUPPLIED FASTENING 56HEOULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS A5 PER 2014 FLORIDA BUILDING CODE TABLE 2304.q.1 UNLESS NOTED OTHERWI5E. 24. BUILDINGS HAVE BEEN DESIGNED FOR LP SMARTSIDE PRECISION PANEL SIDING, LP SMARTSIDE PRECISION LAP SIDING SHALL NOT BE USED. 2x5. FASTENERS IN LP SMARTSIDE PRECISION PANEL SIDING MUST NOT BE INSTALLED IN PANEL 510IN6 GROOVES IN THE FIELD OF THE PANEL SIDING OR WHEN THE PANEL SIDING GROOV =# qlqO.b DING. 26. REFER TO TH FLORIDA PRODUCT APPROR ADDITIONAL DATA AND SPECIFICATIONS OF LP 5MARTSIDE PRECISION PANEL SIDING. 21. MAX OPENING WIDTHS MUST O PL H5 A5 PER ANSI/AFIPA 5DPW5-2008. BUILDINGS HAVE BEEN DESIGNED TO HAVE ONLY OPENINGS WITH MAX WIDTHS EQUAL 1 E LL SHEAR WALL CHART. 25. PER SECTION 160q.12 OF FBC, STORAGE 6HED5 THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 120 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WIND -BORNE -DEBRIS -IMPACT STANDARDS OF THE FLORIDA BUILDING CODE. 2q. BUILDINGS THAT ARE 400 SQUARE FEET OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE -AND -TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREMENTS OF THE FLORIDA BUILDING CODE PER 1008.1.1 EXCEPTION 8. 30. BUILDINGS HAVE BEEN DESIGNED TO HAVE ANCHORS DIRECTLY ATTACHED TO ALL FOUR CORNERS OF THE BUILDING TO RESIST TENSION FORGES FROM LATERAL WIND LOADS. THIS DESIGN CON51PERATION MUST BE MADE BY INSTALLER WHEN ATTACHING ANCHORING SYSTEM TO BUILDING. 31. UNLESS NOTED OTHERWI5E, ATTACH ALL MANUFACTURED PRODUCTS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. SITE IN5TALLED ITEMS OGGUPANGY NOTE: NOTE THAT THIS LIST DOES NOT NECESSARILY LIMIT THE ITEMS OF WORK AND THIS BUILDING 15 NOT DESIGNED FOR NUMAN HABITATION AND DOES NOT HAVE RUNNING MATERIALS TI1AT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL WATER OR SANITATION SERVICES. THIS BUILDING 15 DESIGNED AS AN ACCESSORY 517E RELATED ITEMS ARE ABJECT TO LOCAL JURISDICTIONAL APPROVAL. LAM STORAGE SHED TO STORE LAM EQUIPMENT SUCH AS H &EEL BARROWS, GARDENING SUPPLIES, FLOWER POTS, AND CARDBOARD BOXES WITH VARIOUS SMALL I. THE COMPLETE FOUNDATION SUPPORT AND TIE -DOWN SYSTEM. ITEMS. 2. RAMPS, STAIRS; AND GENERAL ACCESS TO THE BUILDING IF NECESSARY. 3. GUTTERS AND DOWN SPOUTS ON ALL BUILDIN65-5 WITH EAVES OF LE55 THAN b INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES. THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FI THOMAS A. DIXON, P.M. ALO W631 M5# IgO34 K51211g8 DIXON ENGINEERING, INC. 5CN 215g2 NU 035cW 6AN 034311 5TfWA tPI. B 6HfIft AID tl15 E00N - COA 8M WO Ol1g3b TXII 104353 MON 4Og05 10410 MAIN STREET PAN OTIM VAN 0455F13 THONOT05ASSA, FL 335g2 nw 111- 91 2 aalln VOIGF, 813-g82A585 FAX: 813-g82-2306 SENNETT BUILDING SYSTEMS END & ABLE SEED PLANS 1660 DIXON AIRLIIE ROAD A A 5TA, 6A 3OgOb PHONE, 1-418-552-1111 GENERAL NOTES FOR APPROVAL NDI APPROVED" DOCUMENT 11 I JJOAJ 01/21/15 IREV15ED PER COMMENTS REV I BY I DATE I DE56RIPTM OF 140 M.P.H. DATE: 06/2q/IS SHEET DRAWN BY: GNO w CHECKED BY: TAD (/ 3 51- ALE: AS NOTED M H. O. NO: 530-021 3 OF 21 FASTENING SCHEDULE CONNECTION FASTENING°' k LOCATION 22. WOOD 5TRUGTURAL PANELS AND PARTICLEEOARDL' SUB FLOOR, ROOF AND 1/2' AND LE55 bd°'J 2 3/8" x 0.113" NAIL WALL SHEATHING (TO FRAMING) 1 5/4' 16 GAGE' 15/32" TO 19/32" 8d COMMON (ROOFS IN 110-140 V„d MPH EXP 'B') SINGLE FLOOR (COMBINATION 19/32" TO 5/4' 8dd OR bd° 6 INCH O.G. EDGES AND INTERMEDIATE, 4' O.G. AT 5UBFLOOR-UNDERLAYMENT TO FRAMING) 2 3/5" x 0.113" NAIL" COMPONENT AND CLADDING 2" 16 GAGE" EDGE 5TRIP N ZONE 3 TO I' B& REFER TO FIGURE 305-1 OF 1 1/8' TO 1 1/4" IOdd OR 8d° ASCE 1] 3/4' AND LE55 W T/8' TO 1' 8& 1 1/8' TO 1 1/4' IOdd OR 8d° 23. PANEL 51DING (TO FRAMING) 1/2' OR LE55 6dN 5/8' 8d1 24. FIBERBOARD SHEATHIN69 1/2' NO. II GAGE ROOFING NAIL^ 6d COMMON NAIL (2' x 0.113') NO 16 GAGE 5TAPLEJ 25/32' NO. II GAGE ROOFING NAILh 8d COMMON NAIL (2 1/2' x 0.131') NO I6 GAGE STAPLE' a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT P4ERE OTHERWISE STATED. b. NAILS SPACED AT 6' O.G. AT EDGES, 12" AT INTERMEDIATE SUPPORT5 EXCEPT 6' AT SUPPORTS WHERE SPANS AR 48' OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305 FBG. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. COMMON OR DEFORMED SHANK (bd - 2' x 0.113 8d - 2 1/2" x 0,131"; IOd 3' x 0.148'). d. COMMON (bd - 2" x 0.113'; 0d - 2 1/2' x 0.131'; IOd 3' x 0.148'). e. DEFORMED SHANK (bd - 2' x 0.113'; 8d - 2 1/2" x 0.131"; IOd 3' x 0.145"). f. CORROSION -RESISTANT 51DING (bd - 1 '1/8' x 0.10b"; 8d 2 3/5" x 0.120 OR CASING (bd2' x 0.009'; 8d 2 1/2" x 0.113') NAIL. UP 9 FASTENERS SPACED 3' O.G. AT EXTERIOR EDGES AND b' O.G. AT INTERMEDIATE 5PORT5, WHEN USED AS 5TRUGTURAL SHEATHING. SPACING 5HALL BE 6' O.G. ON THE EDGES AND 12" O.G. AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. h. CORRO5ION-RESI5TANT ROOFING NAILS WITH -1/Ib" DIAMETER HEAD AND 1 1/2" LENGTH FOR 1/2' SHEATHING AND 1 3/4' LENGTH FOR 25/3' SHEATHING. I. GORRO51ON-RE515TANT STAPLES WITH NOMINAL 1/16' GROWN OR I' GROWN AND 1 1/4' LENGTH FOR 1/2' SHEATHING AND 1 1/2' LENGTH FOR 25/32" SHEATHING. PANEL SUPPORTS AT Ib" (20' IF STRENGTH AXIS 15 THE LONG DIRECTION OF THE PANEL, UNLE55 OTHERWISE MARKED). J. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2 1/2" x 0.1139 ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. k. STAPLES SHALL HAVE A MINIMUM GROWN WIDTH OF "1/16". 1. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4" O.G. AT EDGES, 8' O.G. AT INTERMEDIATE SUPPORTS. M. FASTENERS SPACED 4' O.G. AT EDGES, 8' O.G. AT INTERMEDIATE SUPPORTS FOR 50 FLOOR AND WALL SHEATHING AND 3" O.G. AT EDGES, b" AT INTERMEDIATE 5UPPORT5 FOR ROOF SHEATHING. n. FASTENERS SPACED 4' O.G. AT EDGES, 8' AT INTERMEDIATE SUPPORTS. THESE PLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOT45I THOMAS A. DIXON, P.S. ALN 30631 " M034 KSN 21198 DIXON ENGINEERING, INC. 0 2rA2 NCN 035M5 GAM 034311 5TRL'TIRAI. @TSNUM AND V5MTIM - LOA bM 0TI93b TXN 104353 MDN 40905 10410 MAIN STREET PAN OT9009 VAN 04550 TWNOTOSA95N FL 335a2 1111M FI Y ad')')') I VOICE: 813-9b2-9865 FAX. 813.9b2-2306 BENNETT BUILDING SYSTEMS END GABLE SEED PLANS 1660 DIXON AIRLINE ROAD NK,USTA, GA 3MOb PHONE, 1-4ib-552-11'n SCHEDULE FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT II I I.1DA I 0l/21/15IREV15ED PER GOMMENT511 IREVI BYI DATE I DESCRIPTION 11 140 M.P.H. D TE: 06/29/15 RAHN BY: ONO OEMW BY. TAD SCALE: AS NOTED W.O. NO: 530-021 SHEET C-(O 6 OF 21 2x4 TOP PLA 2x4 S.Y.P. 01 PURLINS AT 24' O.G. PRE-ENGINEE TRUSSES AT O.G. 2x P.T. JOIST 2x4 P.T. S.Y.P. #2 (2)-2x OR 4xb P.T. PULLING BLOCK S.Y.P. #1 OR #2 5KID5 II 11 II tl II II N 11 II II 2x P.T. JOISTS AT 16' OR 24' O.G. SEE FLOOR JOIST SCHEDULE ON SHEET A-13) 2x4 WALL STUDS AT 24' , 2x4 BOTTOM O.G. WITH DOUBLE STUDS PLATE EVERY 4W O.G. MEN ATTACHING WOOD OR COMPOSITE WOOD STRUCTURAL WALL PANEL. 5/b' OR 3/4' SEE WALL STUD SCHEDULE r PLYWOOP OR ON SHEET A-13) 1/16, 055 DEGKIN6 41 FRAMING PLAN 2 FLOOR DECK PLANFLOORF A -I SCALE: Wit," -- 1'-0' NOTE: I. DOUBLE WALL STUDS SHALL BE FASTENED TOGETHER PER F.B.C. FASTENING SCHEDULE. 2. EXAMPLE DRAWINGS ARE OF A 20' LENGTH UNIT 3. DOOR AND WINDOW LOCATIONS MAY VARY 2x RAFTERS AT - 24' O.G. (SEE END GABLE RAFTER SCHEDULE ON SHEET A-13) SLOPE IL-------!'PE- ----- A I A-6 END GABLE WITH RAFTERS lI NOT TO EXCEED 14'-O' IN LENGTH END s ROOF FRAMING PLANwHITHROOF FRAMING PLAN 4 A - I SCALE: 5/16' -1'-0' 3 A - I SCALE: 3/16' = I'-O' THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING F22 . THOMAS A. DIXON, FIE. BENNET SU&LDLE PLANSSTEMS I\ ALI W631 M50 14034 KSI 21195 DIXON ENGINEERING, INC. WA DF6 I660 DIXON AIRLINE ROAD AWUSTA, GA 30906 o Ei '•, n5C 215Q2 W v 03505 GAO 034311 STIMWAl B16QEMtM6 AND MSPELTION - PHONE. 1-416-552-1ITi O yIVI 011936 TXI 104353 MDI 40A05' 10410 MAIN STREET s PAI 01g009 VAI 045593 mWTO5A%A,FL 33592 FLOOR AND ROOF FRAMING PLANS TNI 112161 FLI 34222 VOICE: bl3.9b2.96b FAX. 813-%2-2306 AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT I JDA 01/2IA5 REVISED PER COMMENTS REV 6Y DATE DESCRIPTION 0ZT OF 140 M.P.H. OOF :' 12 TE: 06/29/15 SHEET Ate' l OF 21 pIeAM BY: CHO LFELKEDBI: TAD SCALE. AS NOTED W. O. NO. 530-021 12 14.05 FOR 9b' WALL 15.01 FOR 81' WALL 2x RAFTERS AT 2'-0' O.G. (SEE 51DE GAE•LE RAFTER SCHEDULE ON SHEET A-13) SL—OPE-- SLOPE hRIOCE n SIDE CABLE W/ RAFTER n ROOF FRAMING PLAN A-2 SGALE- 3/16' = 1'-0' FOR ALL FASTENING OF FRAMING MEMBERS NOT NOTED ON THIS SHEET REFER TO FASTENING SCHEDULE ON SHEETS C-4 THRU G-6 Q 12 3.03 FOR Q6' WALL 133CI FOR 81' WALL TSIDE 0 GA. x 2° STRAPSIDEAND OUTSIDEF2.4 R 3' STRAP ON ONE 455 OF ENDWALL5 A-1YPICAL. ATTACH GRO55E5 STUDS W/ inTRAPTOMEREITEO. 48' E0 8d NAILS TYP. 48" HINGED OR ROLL -UP DOOR 5'-II' SHED ENDWALL `-" WITH NO OPENING n WALL FRAMING A-2 SCALE: 1/4' = 1'-0" 5'-II" SHED ENDWALL WITH 2'-8' DOOR OPENING n WALL FRAMING A-2 SCALE: 1/4' = I'-O' 60' HINGED OR ROLL -UP DOOR 1'-II' SHED ENIDWALL -I'-11' SHED ENDWALL 'I' -II' SHED ENDWALL WITH NO OPENING NTH 4'-0" DOOR WITH 5'-0' DOOR n WALL FRAMING n WALL FRAMING 6 WALL FRAI' A-2 SCALE, 1/4' m 1'-0' A-2 SCALE. 1/4' = 1'-0' A-2 SCALE. 1/4' = 11'-0" 111/111 THE5E PLAN5 MERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOWL THOMAS A. MIXON, P.E. BENNEEN BUILDING SYSTEMS END GABLE SHED PLANS AL: 30631 MSR N034 K5R 21198 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD p SC 215H2 W N 035965 GAR 034311 5TNa RI M_ aMEE INb MID R`PCiTO - (OA 8N5 AWUSTA, 6A 3MO6 9 IT NIVM 011936 TXM 104353 MDR 40905 10410 MAIN 51FM PHONE, 1-41e-552-1111 '. O •.• PAN O19009 VAN 045593 THONOTOSA%& FL 33592 i S '••• ww imw ci N qA) )) I VOIGE, ABAWA865 FAX: 6BAW-2306 FRAMING AND ENDWALL DETAILS .,•S/ A FOR NDI APPROVED" DOCUMENT I I I JDA 01/21/15 REVISED PER 00MMENT51 REV I BY DATE DE5GRIPTION 140 M.P.H. ATE: O6/29/Is DRAWN BY: GNO ONEGKED BY: TAD SCALE. AS NOTED W. O. NO: 530-021 SHEET A- 2 5 OF 21 2.42 FOR 96' WALL 3.02 FOR 81" WALL 20 GA.,x 2' STRAP IN51DE AND OUTSIDE OR 3' STRAP ON ONE 51DE OF ENDWALL5 TYPICAL. ATTACH STRAP TO viHERE IT 11 NTH9'-II• SHED ENDWALL WINTH DOOR SHED D WITH No OPENING 4'-0' DOOR IUALL FRAMING e U1ALL FRAMING A-3 SCALE, 1/4" = 1'-0' A-3 SCALE, I/4' m I'-O' FORALL FASTENING OF FRAMING MEMBERS NOT NOTED ON TH15 SHEET REFER TO FASTENING 12 SCHEDULE ON SHEETS G-4 THRU G b 2.10 FOR qb" HALL FOR 81' WALL 20 GA. x 2' STRAP INSIDE AND OUTSIDE OR 3' STRAP 4 ON ONE SIDE OF ENDWALLS 4I TYPICAL. ATTACH STRAP TO WHERE IT GROSSES STUD5 0' W/ (2) 8d NAILS TYP. o 7 Zr it o b0" HINGED OR ROLL -UP DOOR NIDI - APPROVED" DOCUMENT 3 A-3 9'-II' SHED ENDWALL WITH 5'-01 DOOR U1ALL FRAMING SCALE, 1/4' - V-O' II'-5' SHED ENDWALL WITH NO OPENING 4 WALL FRAMING A-S SCALE, 1/4' = 1'-0' 1 -VA OU21/15 REV BY DATE REVISED PER COMMENTS DESCRIPTION SHEET rr111 9 OF 21 THESE PLANS I^ERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO% 1 U5T O O M.P.H. 0 3 f qTE, ob/29A5 SHPLANS. THOMASA. DIXON, I=.E. END BENNE EN GABLE ED BUDDING gYSTEMSLC DRAM BY, GNO Ibbo DIXON AIRLN ROAD ^ "B • CHECKED BY, TAD ALI 30631 MSI 19034 K5l 21198 MON ENGINEERING, INC. ALMWA,&A 30906 %9 t S OF SCI 215a2 NCI 035V5 GAN 034311 STI3G1l & OWEER1116 AND- ON - TAA BNS PHONE, 1-418-552-1111 O •. SCALE, AS NOTED Wo OTi93b TX# 104353 Wo 4oW5 10410 MAIN STREET loll'Fl T '' H.O. NO, 530-021 PA` 01WO4 VA/ 045593 THONOTDSA%& FL 33542 FAY. NI3-QA9-23O/i ENDUTALL DETAILS 4sS n.__. _..• III 2.10 FOR 96" WALL 2.63 FOR 81' WALL 4 A-1 EQ. Q. 48' rr 48' HINGED OR ROLL -UP DOOR II'-5" SHED ENDWALL 11'-5' SHED ENDWALL WITH 4'-0' DOOR NTH 5'-0' DOOR n WALL FRAMING n WALL FRAMING A-4 SCALE: 1/4" A-4 5GALE: 1/4' NOTE: FOR ALL FA5TENING OF FRAMING MEMBERS NOT NOTED ON THIS SHEET REFER TO FA5TENING SGHEOULE ON 5HEET5 C-4 THRU C-6 II'-5' SHED ENDWALL II'-5' SHED ENDWALL WITH b'-O' DOOR WITH OPTIONAL W-0' DOOR WALL FRAMING n WALL FRAMING A-4-4 SCALE. 1/4' = 1'-0' A-4 SCALE: 1/4' = 1'-0' THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING BENNETT BUILDING SYSTEMSTHOM,46 .N4. DIXON, P.M. eV &ABLE 5IED PLM6 AL30631 M5r 19034 "AM DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD y SG:21592 HGG 03%M GAN 034311 ST1d1 IW& BY alal G NO ISTLTIM - COA 6M AUG-MTAGA 909Ob KO 01143b TXI 104353 Km 40905 10410 MAIN STREET PHONE: 1-418-552-11T1 PA019009 " A' 045513 TNONOTO5A%A4 FL 33%2 16I FL. 34222 VOICE: 813-982-9885 FAX. 8I3-982-2306 ENDWALL DETAILS To lj ALMA tn0 APP0nVAL ATdA NDI APPROVED" DOCUMENT o J' I JDA 01/21/15 REVISED PER COMMENTS REV BY DATE DESCRIPTION M.P. H. TE: Ob/ 29/IS DRAWN BY: CNO CHECKED BY. TAD SCALE: 4% 5 NOTED K.O. NO. 530-021 SHEET A- 4 10 OF 21 11' S' SHED ENDWALL WITH 4'-O' DOOR AND WINDOW I LJALL FRAMING A-5 SCALE, 1/4" = 1'-0" FxA.MPLE T-II' BUILDING 5HOWN END GABLE B ELEVATION A-5 50GALE. 1/4' = 1'-0' 2x RAFTERS (5EE 51DE GABLE RAFTER SCHEDULE, SHEET A-13) 2x FLOOR JOISTS SIDING SEE 5HEARWALL TABLE ON SHEET A -II FOR NOTES AND FASTENING SEE DETAILS ON SHEET A-15 FOR DOOR FRAMING ELEVATIONS. 51DE 6ABLE n WALL FRAMING A-5 SCALE. 1/4' = 1'-0' SIDE GABLE 4 ELEVATION A-5 SCALE, 1/4' = 1'-0" LOCATION MAY VARY NOTE, FOR ALL FA5TENING OF FRAMING MEMBERS NOT NOTED ON THIS SHEET REFER TO FASTENING SCHEDULE ON 5HEET5 G-4 THRU C-b 12 0.94-3.15 FOR 51" WALL 0.15-3.0 FOR 9b" WALL THESE PLAN5 WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO- A BENNET BUILDING STEMSTH& NPLAN 1660 DIXON AIRLINE ROAD AWuSTh 6A 3090G PHONE. 1-415-552-1111 v 90 11. 1 AL p 30631 M4 19034 KS+ 21198 56:21592 NG 035905 GAM 034311 Wit 01193b TO 104353 WO 40905 PAO O.14DO9 VAp 04M oax 11-M: rig as')I' DIXON ENGINEERING, INC. STf3GRHA1515B Hab MV B`.PEUM - COA ft 10410 MAIN STREET THONOT05AYh FL 33592 VOICE, b13-982-9885 FAX, 813-462-2306 ELEVATION AND DETAILS FOR APPROVAL NDI APPROVED" DOCUMENT I I JOA Ol/21/IS REV I BY I DATE I DESCRIPTION IREVISEDPERGONRNTS OF 140 M.P.H. ATE, O6/29/IS DRAM BY, CHO CIfCKED BY, TAD SCALE: AS NOTED WA. NO: 530-021 SHEET i II OF 21 3:19 FOR 5'-II' 3."19 FOR 1'-II' 3.02 FOR 9'-II' Q 2.10 FOR II'-5' 2x4 FURLIN FASTENED I W/ (3) 0.131 x 3" NAILS I AT EACH TRU55 I I PRE-ENGINEERED I I i I TRU55 Y I I I I I I I I I I NTH PRE-ENGINEERED TRU55 A 9 SECTION EXAMPLE II'-5' BUILDING SHOWN I 3A2 FOR &I" WALL OR 96" WALL 2.63 FOR EN" WALL 2.10 FOR 9b" WALL NDI APPROVED" 2x4 TOP I I PLATE MOMENT 2x RAFTER II'-5' END GABLE WITH RAFTERS A=q 2 SECTION A-6 SCALE: 1/4' = 1'-0' NOTE, FOR ALL FA5TENIN6 OF FRAMING MEMBERS NOT NOTED ON THIS SHEET REFER TO FASTENING SCHEDULE ON SHEETS C-4 THRU C-6 1 3.19 FOR 81' WALL 4.05 FOR 96' WALL L 5.0T F81' ORWALL 1 1 A- 9 END 6ABLE WITH RAFTERS 3 SECTION T'- II' END GABLE WITH RAFTERS SECTION A- 9 V- II' END GABLE WITH RAFTERS tION A- 6 SCALE: 1/4' = 1'-0" A-6 SGALE 1/4' = 1'-0" A-6 SCALE: I/4' = I' O" THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOV, THOMAIS A. DIXON, P.M. EN BENNEBUILDING SYSTEMS END GABLE SEED PLANS ALI 30631 M51 I9O34 K5n 21198 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD p SCa 21% 2 NGa'O35985 V. L3TI STNd1 MAL E116UEEM MID MffLTION - OOA BIq5 A1,61 TA, GA 30906 S WVA 0Ti936 TXI 104353 MDR 4o9o5 10410 MAIN STREET PHONE, 1-415-552-IM 4 C PAO 0T9009 VAO 045593 THONOTOSA%A, FL 33592 Tun I„ hI FI I'I4)71 VOICE. 813.982-9885 FAX. BI3-982-2306 CROSS-SECTION DETAILS AMPS I JDA OT/21/IS REVISED PER COMME REV BY I DATE DESCRIPTION OF 140 P P.H. DA Ob/ 29/6 SHEET BY, CNO JJ CIECKED 66' TAD 11 SCALE: AS NOTED II 11 f Rfi//// W.O. NO: 530-021 12 OF 21 14(g\F> G• A!' 0. 0 p0 00.x3120" NAILS 0 12" OG STAGGERED 6' 2) - 2x4 OR 2xb S.Y.P. 02 P.T. BUILDING SKID n ISOMETRIC A l SCALE, 1'- 1'-0' 1 1/2" NOTCH 2x FLOOR J015T (3)-#bx3" WOOD SCREWS AT I b' OC OR (0-3/8"x4' LAG 2) P.T. 2x4 ` CREK TOE -NAILED AT OR 2x6 SKID EACH J015T TO SKID CONNECTION SPLICE AT 4'-O" O.G. WITH (b) SKID TO JOIST 120x3' NAILS EACH SIDE. 3 DETAIL A-1 SCALE, I' c 1'-0" P.T. 4xb SPLICE AT 12" O.G. MINIMUM WITH b) 00.120x3" NAIL5 EACH SIDE. TYPJ 4x6 S.Y.P. 02 P.T. BUILDING SKID 2 ISOMETRIC A-7 SCALE, P= I'-O" NASTENING OF FRAMING MEMBERS ON TH15 SHEET REFER TO 0SCHEDULEONSHEETSC-4 THRU G-b 2x4 LAID FLAT 3) 0.131,Px3" NAILS EACH END OF HEADER ALL ENDPIALLS 4 WHEN PANEL SIDING 15 USED IN SIDE WALL 5) 0.131 x 3' NAILS EACH END OF HEADER WHEN STEEL STRAPPING 15 USED UNDER ALUMINUM OR STEEL SIDING 51DE WALL HEADER ONLY 4 DETAIL A-'1 5GALE, I/2" - 1'-0' r-- (2)-2x4 LAID 4) 0.13100" NAILS EACH END OF HEADER ALL ENDWALLS 4 WHEN PANEL SIDING 15 USED II, SIDE WALL 8) 0.131 x 3' NAILS EACH END OF HEADER WHEN STEEL STRAPPING 15 USED UNDER ALUMINUM OR STEEL SIDING J SIDE WALL HEADER ONLY 2) - 2xb WITH 1/2" CONT.PLYWOOD b) 0.13100' NAILS EACH END OF HEADER ALL ENDWALLS 4 WHEN PANEL SIDING 15 USED IN 51DE WALL 11) 0.131 x 3" NAILS EACH END OF HEADER WHEN STEEL 5TRAPPING 15 USED UNDER J ALUMINUM OR STEEL SIDING.) 2'x4' NOTE, 0 USE 18A FROM FASTENING SCHEDULE FOR ATTACHMENT OF BUILT UP HEADERS -f 0 LAID W 0.1310x3" NAILS EACH END OF HEADER ALL ENDWALL5 4 WHEN PANEL SIDING 15 USED IN SIDE WALLS 14) 0.131 x 3" NAILS EACH END OF HEADER WHEN STEEL STRAPPING 15 USED UNDERALUMINUMORSTEEL51DING SIDE WALL HEADER ONLY NDI APPROVED" DOCUMENT 0T/21/15 REVISED PER COM DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO* 19 140 M.P.H. THOMAS A. DIXON, P.M. BENNETT BUILDING SYSTEMS ?*. ° 4 IVAT& Ob/29/15 SHEET END 6ABLE SHED FLANS ALO 30631 WA IW34 K50 21KB DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD o; k tit. DRAWN BY, CHO SCI 27592 NCM 035985 GA« 034311 STIUVAL B16NO MI6 AND MSPFLTWN - COA OF6 AUSUSrAh GA 30906 ' y O allCKED BY, TAD WO 071936 TX# 104353 FM 4OW5 10410 MAIN STREET PHONE, 1-410-552-7177 i O .• jY 111 111 PAI 079009 VAM 0455'13 1 THONOTOM%A, FL 33542 SCALE. AS NOTED TNM 112161 FLN 342221 VOICE, 813-02AM FAX, 813.982-2306 If DETAILS i r2S/R ' EC GO, W.O. NO, 530-021 13 OF 21 5) 0.131 X 3' NAILS 33 KSI STEEL STRAPPING - FROM STUD TO Q 2x SPLICE MUST BE WRAPPED AROUND SPLICE CONNECTOR CONNECTOR AND ATTACHED TO END BELOW JO15T AS SHOM TYPICAL. 0000 ATTACH USING (4) 8d NAILS 0 0 0 0 0000 INTO SIDE GRAIN OFIlt - MEMBERS AND (2) INTO TOP CONTINUOUS 2x PLAN VIEW OF MEMBERS TOP PLATE PRE ENGINEERED TOP TRUSRAFTERS ORRAFTERSABOVE CONTINUOUS m TOP PLATE 48" LONG 2x SPLICE STUDS — SPLICE LOCATION (LS EACH y EI OF ALTERNATE SPLICE SPLICE CONNECTION DETAIL x 6' x 0.036" GALVANIZED STEEL PLATE OR EQUIVALENT NOTES. I. 3' x b' x 0.036" PLATEOR EQUIVALENT SHALL BE FASTENED TO EACH WALL OR SEGMENT OF WALL BY (b) 8d NAILS OR EQUIVALENT, PROVIDED THE RAFTERS, JOISTS OR TRUSSES ARE CENTERED OVER THE 5TUD5 WITH A TOLERANCE OF NO MORE THAN I' PER 2308.9.2.1 OF F.B.C. FULL BLOCK ATTACHED W/ (6) Q 0. 131 x 3' NAILS AT EACH SKID WIDE BY 3/4' OR 1- 1/2' DEEP NOTCHES ENTIRE LENGTH OF SKID TO ACCOMMODATE FLOOR Q JOISTS IF REQUIRED (TYP) 2x4 P. T. FLOOR JO15T W/ 2) 0. 131"(P x 3" GUNNAILS INTO EACH SKID END WALL 2x4 JOISTS TYP. END OF SKID n DETAIL A b 5GALE.1 1/2" = 1--0' WALL SIDING SIDE WALL 2x4 P. T. END JOISTS ATTACHED WITH IOd NAILS AT 8" O.G. STAGGERED K51 STEEL STRAPPING TAGHED AS DESCRIBED IN TAIL 2/ A-8 TYPICAL. 2) 2xb P.T. END JOISTS ATTACHED WITH IOd NAILS AT 8' O.G. STAGGERED AND W/ (2) 0.131"m x 3" GUNNAILS INTO EACH SKID EENNDD JOISTS TYP. CORNER CONNECTION OF 5KIpb DETAILDETAIL 3 4A-8 SCALE,1 U2" = 1--0" A-e SCALE,I I/2" = I'-O' TYPICAL FASTENING USING 8d COMMON NAILS. USE (2) 8d NAILS INTO STUD ON EACH SIDE OF MEMBER AND ( 2) 8d NAILS INTO TOP PLATE TOP PLATE WALL STUD PP S7[ NOT 33K51 STEEL STRAP ATTACHMENT TO TOP PLATEALL DETAIL FASTENING OF FRAMING MEMBERS 5 NOTED ON THIS SHEET REFER TOSGALE,1 V2' s I'-0' ENING SCHEDULE ON SIiEETS GfYfFlI)U G-b THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING THOMAS A. ® IRON, P.E. BENNEEN 6UILD GABLE FED SHEDSYSTEMSENPLANSALO 30631 WA 19034 K50 21198 DIXON ENGINEERING, INC. Ibbo DIXON AIRLINE ROAD SO 27542 NO 03 A85 6A0 O34311 51LOxRM ENSREER116 AND WrLTION - LOA 6145 AUGUSTA 6A 3D3ob IWO 0114136 TO 104353 MOO 40905 10410 MAIN STREET PNIONE, 1-418-552-'1177 PAO 079009 VAO 045593 THONOT05A95A,'FL 33542 TNO 111161 FI 0 34922 VOICE: 813-q82-98b5 FAX, 813-1b2-2306 DETAILS AREA FOR NDI APPROVED" DOCUMENT 11 1 J JOA J 01/21/15 j REVISEO PER COMMENTS IREVIBYI DATE I DESCRIPTION 11 M.P.H. DATE: Ob/29/15 DRAWN BY, GNO GFECKED BY, TAD SCALE, AS NOTED H. O. NO: 530- 021 SHEET A-6 14 OF 21 XGA STEEL PANEL DRIP EDGE n,. x2"NAILS U"". G. F AT PRE-ENGINEERED GABLE ENDS AND TRUSS EAVES FROM TRUSS TO 12'xI.5" 20 GA. STRAP WITH STUD Qiq I.15` STAPLE OR EQUIVALENT - 4 STAPLES INTO TOP PLATE AND 4 INTO STUD OR SIMPSON H3 OR EOUIV. WITH 51MP50N H3 ON 4) 8d NAILS INTO EACH SIDE. INSIDE AND STRAPS AND TIES MAY BE OUTSIDE PLACED CPLAEDON INSIDE OR DIAGONALLY STUD) WITH ( 4) 8d x 15'OUT`' I NAILS INTO SOLE PLATE AND (4) STUDS INTO STUD, 0 PL; AA m. 11NNAO. G3/ 8'x4' LAG )5rREPvNiAT 24"O.G. BETWEEN STU 2x FLOOR JOIST FROM BOTTOPLATE TORI2xRIMJOIST4) d.120x3' NAILS FROM RIM TO FLOOR JOIST TRUSS SECTION, A- q SCALE. 5/4" - 1'-0' EE DETAILS 245 ON SHEET A-10 FOR OPTIONAL TUD TO FLOOR SYSTEM ATTACHMENT l/ Ib" OSB OR PLYWOOD SFIEATfiING FASTENED WITH 8D COMMON NAILS AT RAFTER NOTCHED b' O.G. IN FIELD AND EDGES TO RECEIVE TOP WITH ASTM D 1158 GLASS H OR A5TM D PLATE 3161 GLA55 F ASPHALT SHINGLES OVER APPROVED UNDERLAYMENT, METHOD OR DESIGN A5 DESCRIBED UNDER GENERAL NOTES 12 THRU 15 ON SHEET G-3 1)- m.120x3' NAILS FROM RAFTER TO STUD 2x RAFTERS (SEE RAFTER 5GHEDULE, SHEET A-13) / 12' xl5' 20 GA. WITH Qlq 1.15' S OR EQUIVALENT STAPLES INTO ' PLATE/ RIM ANC 5TAPLE- 5INTO STUD 2x FLOOR JOIST 2v RIM 17I:•,T RAFTER W/ OPTION STRAPPING AT FLOOR 2 SECTION A- q SCALE. 5/4' - 1'-0" NOTE: I. 51MP50N OR EOUIV. TIES AND 5TRAP5 MAY BE PLACED ON INSIDE OR OUTSIDE OF STUD, WITH THE EXCEPTION OF THE H3 CLIP OPTION CONNECTING THE 50LE PLATE TO STUD, WHICH MUST BE PLACED ON THE INSIDE AbQ OUTSIDE OF THE STUD. 2. CLIPS, STRAPS, AND SCREW5 SHOWN ARE FOR USE WEN ALUMINUM OR 1000 VR SIDING IS APPLIED TO BUILD I I G FROM TOP PLATE 3. FOR ALL FA5TENIN6 OF FRAMING MEMBERS NOT NOTED ON T1115 SHEET REFER TO FASTENING SCHEDULE ON 5HEET5 C-4 THRU C-b SEE SHEET A-5 FOR OPTIONAL BELT IL FOR US WITH 2q GA STEEL PANEL ODIK6 THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOIE` "kiI HLE? THOMAS A. DIXON, P.E. BENNEE L SYSTEMS L sOA SHED ENDGABLESHEDPLANS k. AL N 30631 MSN 19034 Y5N 211g8 DIXON ENGINEERING, INC. 16W DfXON AIRLINE ROAD AUGU5TA, 6A 30906 p fp SCN21592NGN035985GAN03431IWVN 011g3b TO 104353 MDN 40`105 STW, TWAI. EIMEO IG NV 16Pf IM - COA 8M 10410 MAIN STREET PHONE, 1-41e-552-im y p iOPAN 01g00q VAN 0455`13 TNN 112161 FLO 34222 1 THONOTOSA%A, FL 335`12 VOICE: 813482-4885 FAX. 813-%2-23Ob WALL SECTION MAIL$ _ _ i S. •.,,, R 6,_ 0 AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT I 01121/ I5 1 REVISED PER COMMENTS I I DATE I DESCRIPTION OF Q40 M.P.H. DATE: Ob/2q/I7 DRAWN BY: GNO aECKED BY: TAD SCALE: AS NOTED H. O. NO. 530-021 SHEET 15 OF 21 24" x 15" 20 GA. — STRAP W/ (q) QIq L15" STAPLE EACH END OF STRAP FROM POST TO TRU55. WHERE THERE 15 NO POST STRAP PERMITTED TO WRAP AROUND TOP PLATES. U5P STRUCTURAL — CONNEGTORS PAU44-TZ HIGH CAPACITY W/ 5/8" LAG SCREW INTO JOISTS AND (12) Ibd NAILS AND (2) 1/2' BOLTS INTO P05T TYP. TOP AND BOTTOM 4) m,12Ox3" — NAILS FROM RIM TO FLOOR J015T 2x RIM J015T — 2q GA. STEEL PANEL PRE-ENGINEERED TRUSS Q 2) 0.120 x 3' NAIL TOENAILED FROM METAL DRIP EDGE TRU55 TO PLATE 0 W/ 0.113 x 2' NAILS2) N8 x 3' WOOD AT 4' O.G. AT SCREW5 GABLE ENDS AND EAVES 4"x4" P05T I Y4' DECK BOARDS 2'X6' BLOCKING 24" x 1.5' 20 GA. — STRAP W/ (q) 1 1/2" 100 NAILS EACH END OF STRAP FROM POST TO TRUSS. WHERE THERE 15 NO POST STRAP PERMITTED TO WRAP AROUND TOP PLATES. N8X2' GALVANIZED 9GREW5 (2) AT EACH ATTTAAGHFMENf CONNECTION SECTION A-10 50ALE. 3/4' = 1'-0' WAS" 20 GA. STRAP WITH I)V 100 NAILS OR EQUIVALENT- 3 NAILS INTO RIM, 2' NAILS INTO BOTTOM PLATE, 5 NAILS INTO STUD 2x FLOOR J015T FLOOR DECKING 2x RIM JOIST OPTIONAL STRAPPING STUD TO BOTTOM PLATE AND RIM SECTION3 A-10 SCALE: 3/4' = I'-O' OPT. TRU55 ATTACHMENT 5 SECTION A-10 SCALE: 3/4' = 1'-0' Q FNOR ALLL FA5TENING OF FRAMING MEMBERS NOT NOTED ON TH15 SHEET REFER TO FASTENING SCHEDULE ON SHEETS C THRU G b 2q GA. STEEL PANEL STUDS PRE-ENGINEERED TRU55 4 2) 0.120 x 3" NA A-10 TOENAILED FROM TRUSS TO MATE,) 2) NB x 3" WOO FLOOR DECKING 5GREW5 5TUD5 2x FLOOR J015 2x RIM J015T BOTTOM PLATE OPTIONAL ATTACHMENT 2 SECTION A-10 SCALE, 3/4' = 1'-0" Q.120x3' NAILS AT 12' %"X4" LAG 5GREW AT O.G. INTO RIM JOIST 24' O.G. INTO RIM J015T WALL STUDS BOTTOM PLATE TO RIM JOIST DETAIL 4 PLAN VIEW A-10 SCALE. 3/4' = 1'-0' AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT 01/21/151REV15ED PER GOMMENT511 DATE I DESCRIPTION 11 THESE PLANS HERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FO* i ff-ST 140 .P.H. tHOMlsIS A. ®IXON, P.E. BENNETT BUILDING SYSTEMS END GABLE SHED PLANS 1660 DIXON AIRLIPE ROAD ETA ' tea' PHONE. 1-418-552-1171 gkAM 9 T S_TA- OF . : i O '. c ? PA — O6/2gA5 SHEET JJ{ 11 1 1111 ]]]fVV/ lb OF 21 BY: GNO ALN 30637 MSN W034 KSN 21I48 560 27Sg2 NGN 035g85 GAN 034311 WJN 071g3b TXN 04353 1404005 PAN 07gOOq VAN 0455g3 TNN 112161 FLN 34222 DIXON ENGINEERING, INC. 5Tfa1GtIRAI BY IN332W6 PND REPEGTiON - LOA Bp6 0410 MAIN STREET THONOTO5A95A, FL 335g2 V016E: 813-q82-g885 FAX: 813-g82-2306 CHECKED BY: TAD SCALE: AS NOTED WALL SECTION DETAILS i FI 1 iSS " ""' G lip WA. NO: 530 021 1111111/ 1 I SHEARIUALL CHART BUILDING WIDTH OPENING WIDTH WAL EN H BY MATERIAL OVER STEEL STRAPPING UNDER VINBL 51DING2-7-'U0 5/6" LP 5MARTSIDE PRECISION PANEL- Iq/32' TI-II°•4 DUTCH LAP 21 GA PANELS OVER STEEL STRAPPING 5Ab' eaGEMPANEL NONE 3'-0' MAX. 10-0' 1'-II" NONE 23'-q' 23'-q" 23'-q" 23'-q' 23'-q' 15'-10" 4'-0' 14'-0" 5'-O" 10'-0" q'-II' NONE 2q'-q" 2q'-q" 2q'-q' 2q'-q" 2q'-q' Iq'-10" 4'-O' 5'-0. 11'-5' NONE 34'-3' 34'-3" 34'-3" 22'-I0' 4'-0' 5'-0" 6'-O" 18'-0" 8'-0" 2V-0" 32'-O" 12'-O" AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT 0 NOTES: SSHEARWALL I. O.Iq ALUMINUM DUTCH LAP SIDING SHALL BE FASTENED U51% N8 x 3/4' WOOD 5GREW5 AT 5 1/2" O.G. ALONG FRAMING A5 PER MANUFACTURERS TABLE 5PECIFICATION5 VERIFIED IN TESTING PERFORVED BY ENCON TECHNOLOGY INC. I 2. 1/16" 055 SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS AT 6' O.G. IN FIELD AND 4' O.G. ALONG ALL PANEL EDGES EXCEPT FOR A -II SCALE:N.T.5. T-II' WIDE BUILDINGS WITH 5'-0" DOOR OPENING FASTENING MUST BE SPACED AT b" O.G. IN FIELD AND 3' O.G. 3. 5/8' LP 5MART5IDE PRECISION PANEL IqO 5ERIE5 SHALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS AT 6" O.G. IN FIELD AND 3' O.G. ALONG ALL PANEL EDGES. 4. Iq/32' TI-11 5HALL BE FASTENED USING 8d COMMON OR DEFORMED NAILS AT b" O.G. IN FIELD AND 4" O.G. ALONG ALL PANEL EDGES 5. DUTCH LAP 2q GA PANEL SHALL BE FASTENED USING 68 x 3/4' WOOD 5GREW AT 6' O.G. IN FIELD AND E06E5 BASED ON MANUFACTURERS 5PEGIFIGATION5. b. 5/I6" GEMPANEL SHALL BE FASTENED USING bd COMMON NAILS AT 4' O.G. EVERYWHERE 1. 8'-O' OPENING IN ENDWALLS REQUIRE ADDITIONAL 20 GA x 1 1/2" STRAPPING FASTENED TO ENDWALL FRAMING IN51DE OR OUTSIDE AS SHOWN IN ELEVATION DETAILS TO ACHIEVE 34-3' LENGTH IN II'-5" WIDE BUILDINGS 8. WINDOW5 AND DOORS MAY BE LOCATED IN EITHER THE 5IDE WALL OR ENDWALL. DOORS ARE PERMITTED TO BE IN BOTH ENDWALLS OR ENDWALL I ENSIO I SIDEWALLS L BASED ON THE SHEAR Q WALL HEIGHT TO WIDTH RATIO OF 35:1 AND SHALL NOT EXCEED (2/3) OF BUILDING LENGTH. q. FLASHING REQUIRED AT HORIZONTAL AND VERTICAL ABUTMENT JOINTS SEE TYPICAL DETAILS ON SHEET A-14 10. INSTALL WATER RESISTIVE BARRIER CONSISTING OF I LAYER OF ISLB FELT PAPER OR OTHER APPROVED MATERIAL WITH FLASHING IS AS DESCRIBED IN NOTE 6 PER FBG 14042. THESE PLANS MIRE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING F052Yrl s l THOMAS A. MIXON, P.E. BENNETT BUILDING SYSTEMS ENO & ABLE SEED PLANS IbbO DIXON AIRLINE ROAD k p ALN30637MSN1g034KSN21190DIXONENGINEERING, INC. SCN 215g2 NCN ,=' GAM 03431I 5TRGTWA BI64E * 6 AID MYiCT0 - COA &M AU5U5TA, GA 3OWb 9 % S T WO 0lIg36 TXN 10430 MCI 4OgO5 110410 MAIN 5TREET PHONE; 1-470-552-7177 So, ., A. PAN 07g0N VAN 0455g3 TNN 112761 FLO 34222 VMT05A55A, FL 335g2 VOICE: bl"82-g6B5 FAX: 013-q&2-2306 SHEAR WALL TABLE S .R i. Si,: e Ol/ 21/I5 DATE 140 M.P DA 06/2q/I5 BY: GNO aEV, EDBY: TAD SCALE: A5 NOTED WD. NO, 530-021 5ED PER COMMENTS DESCRIPTION SHEET A - II 11 OF 21 I OPTIONAL SIDE WALL PSOC l ON DETAIL A-12 SCALE: 3/4• = 1'-0• NOTE: I. SEE 5HEET5 A-q, AND A-10 FOR PORCH FRAMING PLAN ATTACHMENT DETAILS. 2. SEE SHEET A-1 FOR ANY PORCH OPTION FRAMING PLAN INFORMATION NOTE NOT ERE MI2 SCALE: N.T5. p1OµSS u THESE PLANS MERE, DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOPp- W4 T H OM AS A. DIXON, P.rm. BENNE BUILDING SYSTEMS EN D GABLE SEED PLANSEN 1660 DIXON AIRLI14E ROAD AUGIISTA GA 30906 7 p 11 , r-O FA- 30631 MSS 1g034 KSS 2I1g8 6AS 03431I DIXON EN6INEERIN6, ING. STWI U& 130fER ATV W-F&TiON - COA M6SCS275g2NGS035U5 WVS 071g36 TXS 104353 MDS 40g05 i 10410 MAIN STREET PHONE: 1-4'18-552-1171 O e FRAMING DETAILS t S •• O R ,,.• SPAS0T900qVASO4550PASTHONOT05A55AFL335g2 Tau 101h] R S sa779 VOICE. 81340-g885 FAX: 813-q82-2306 PORCH o FOR APPROVAL NDI APPROVED" DOCUMENT I I I JDA 107/21/15 I REVISED PER COMMENTS11 JSE1LJBYJ DATE I DESCRIPTION 11 OF 140 MP VATV. Ob/211/15 BY: CNO CHECKED 81: TAD SCALE: AS NOTED WA. NO: 530-021 SHEET A- 12 15 OF 21 INC) CABLE RAFTER SCHEDULE RAFTER 51ZE MAXIMUM BUILDING LENGTH 24 in O.G) 2x4 5.Y.P. #1 0141 2x6 5.Y.P. #I 10'-2" 2x& 5.Y.P. #1 12-10" 2x10 5.Y.P. #1 15'-I" 0 FLOOR JOIST SCHEDULE BUILDING WIDTH MINIMUM J015T 51ZE 2x4 5.Y.P. #1 OR #2 2x4 5.Y.P. #1 OR #2 q'-IIx2 2x6 5.Y.P. #1 OR #2 II'-5x34 2x6 5.Y.P. #1 OR #2 NOTES. I. SYP KI W/ 7/16' 05B FLOOR OR 5/5' PLYWOOD FLOOR REQUIRED WHEN J015TS ARE SPACED AT 24' O.G. 2. SYP NI W/ 7/16' 0513 FLOOR OR 3/4" PLYWOOD FLOOR REQUIRED WHEN JOISTS ARE SPACED AT 24' O.G. 3. SYP NI W/ 7/I6' 05B FLOOR OR 5/5' PLYWOOD FLOOR REQUIRED WHEN JOISTS ARE SPACED AT 16' O.G. 4. 5YP 01 W/ 5/8. PLYWOOD FLOOR REQUIRED WHEN JOISTS ARE 9PA6E 5. FLOOR JOISTS ARE DES16NED AS ONE PIECE, NO SPLICE SHALL BE PERMITTED. WALL STUD SCHEDULE 5TUD 51ZE MAXIMUM STUD LENGTH 24 In O.G.) 2x4 5.Y.P. #1 8'-O" l THESE PLANS WERE DESIGNED IN ACGORDANGE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING FOB` BENNETT BUILDING SYSTEMS PLANSTHOMASA. DIXON, P.E. END 6ABLE SLED ALI 30631 MSp 19034 1* 21190 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD AUGU516, 6A WWb Q B %# 27592 NCO 035965 6Z 034311 5TIMMAL D 611EE J 6 AND Q6PEGTION - GOA bM PHONE. 1-418-552-7177WJN071g36TO104353HDO40010510410MAINSTREET PAO 07gO0g VA# 045593 TNON0T05A-%A, FL 335g2 LUMBER SCHEDULETNO1127b1FL# 34222 VOICE. bl3-g82-9805 FAX, bi3-g02-230b STAT AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT II I I JDA J 07/21/151 REVISED PER COMMENTS 11 REC V 113YDATE I DESCRIPTION 11 H. DA O&/29/IS BY: CHO CF - CKED BY, TAD SCALE. AS NOTED W. O. NO, 530-021 SHEET A- 13 19 OF 21 jj--SIDING 5110I145 BLOCKING BLOGKING FLASHING SHIPLAP JOINT 6ALV. OR ALUMINUM) BUTT 4 FLASH SHIPLAP HORIZ. WALL JOINT DETAIL. A-14 51,ALE.1 1/2' - 1'-0' FNOORR ALL FASTENING OF FRAMING MEMBERS NOT NOTED ON THIS SHEET REFER TO FASTENING SCHEDULE ON SHEETS 6-4 THRI) C-6 TOP CHORD OF 2)0.131x5' - NAILS TOENAILED FROM EACH SIDE OF STUD TO TRUSS 2x4 VERTICAL FRAMING AT 45 O.G. MAX 2) 0.131 x 3' TOE NAILS (TOP AND BOTTOM) • C 7 SIDING APPLY BUILDING PAPERWALLSTUD AND TREAT PANEL EDGES WITH WATER REPELLENT BUTT REVERSE BOARD AND BATTEN WALL STUD BUILDING PAPER WALL STUD TI-II 4 CHANNEL H II AP GROOVE NOTE: NAILING OF BOTH PANEL EDGES ALONG SHIPLAP JOINT 15 RECOMMENDED. THE 'DOUBLE NAILING' 15 REOUIRED WHEN WALL SEGMENT MUST MEET WALL BRACING OR ENGINEERED SHEAR WALL REQUIREMENTS. VERT. WALL JOINT 2 DETAIL. A-14.j 5GALE.1 1/2' - 1'-0' DOUBLE TOP PLATE END WALL AT OPT. PORCH 3 DETAIL A-14 50ALE:1 1/2'- 1'-0' THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING BENNETT BUILDING SYSTEMSTHOMASA. D I XON, P.E. END GABLE SHED PLANS AL4 3063T M50 M034 K54 211" DIXON ENGINEERING, INC. 1660 DIXON AIWNE ROAD 564 215g2 NGo 0351M GAM 034311 STPXWAl E Uffi NCi NV MTLTION - GOA bM WApHA14G 55 2-T b IWO 0lIg3b TX4 104353 MOO 40g05 10410 MAIN STREET' PA4 01410001 VAI 0455g3 IMMTO5A%& FL 33592 DETAILS TN4 112161 FLO 34222 VOICE: 813-q82-g885 FAX. 813-02-2306 NDI APPROVED" DOCUMENT 1 JDA OT/21/IS REVISED PER Ca+ENTS REV I BY I DATE DESCRIPTION M. P.H. DATb. SHEET r 20 OF 21 BY. 5CNO1 SCALE: AS NOTED W. O. NO: 530-021 MATERIAL L 20 TUBE 4) 14" 3) 38 1/2' 3) 35 1/2' 4) 8" I 445" x 415' 81' x 15" R.O. DOUBLE DOOR FRAME DETAIL A-15 5CALE:1/2' = 1'-0' MATERIAL L151 225x2.25 TUBE 2) 14" 3) 42 3/4" 4) 8' TYR MATERIAL L15T 225x2.25 TUBE 4) 14' 3) 31 3/4' 3) 28 3/4" 4) 8' 3625' 33 105' x 15' R.O. DOUBLE DOOR FRAME I DETAIL _ A -IS SGALE:I/2' = 1--0" TYPICAL SIDING TO FRAME FASTENING b' O.G. USE AER05MITH VERSA PIN FASTENER 2352 56 = 250 x .100 x 1 3/8" 2501 56 = 250 x .100 x 2' HELICAL 41.25' 48' x 15' RA. DOUBLE DOOR FRAME DETAIL A-15 510ALE:1/2" = 1'-0" THESE PLANS NJERE DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, BUILDING tHOM 4a . ®IXON, F.E. BENNETT BUILDING SYSTEMS Qll7 GABLE SHED PLA15 AU W631 M5819034• KS# 21198 DIXON ENGINEERING, INC. 1660 DIXON AIRLINE ROAD 56121592 N61035985 GAK 034311 5T1d,GT1RA1. EN5HB G AND Wx EGTION- GOA bM A 45USTA, GA 30906 WO 011436 TXII 104353 MDO 40" 10410 MAIN STREET PHONE, 1-415-552-1m PAr 019009 VAII 045513 TH040TOSA%A, FL 33542 TNII 112161 FL, 34222 VOICE. 813-a82-gM FAx: bl3ae2-23o6 F7775OOR FRAMING ELEVATIONS OF AREA FOR APPROVAL STAMPS NDI APPROVED" DOCUMENT I . I JDA 01/21/15 REVISED PER GOMMENTS ZEV I BY DATE DESCRIPTION 7 M.P.H. DATE: Ob/29/15 OR" BY: CNO C, 0W BY: TAD SGALE: A5 NOTED WA. NO: 530-021 SHEET 21 OF 21 m M c m Cm n A 1 v o Z zc N O p C_ NMO c3Z mZ rO X m N 3 Nm mm O Pnm rOMZ nm n 0 p m DL1 m z` G]zv n o a f T Zp n0O mM! 0v E0 O No v W rD > 09 3 rM T A X W 8 N 7 rM Bf IG_Ltw i APPROVED PLANS Ok to install 10' x 20' (200 Square Foot) shed as shown on property. Meets area and dimension r regulations for SRi-A zoning district. Per Schedule F, shed must match the principal building in materials, EN,. D P.. color and architectural style. DOg{ -n cZ O omn, T v vvy0 z nz-<2 o N.0 O Cm-D 0Z Z vim= n mMA0 p2 (A 1 mCZ a N$ 00 a OZAO NZ S' UZ s3 M G) 121, Om m W Zzf. G F D11 e g c 2 o^ Z f" M a m Z: r1 N Q 6064 CD ON OCZ s l MCVNA rn O0 80 wN o 127.00' (P) t? N 00'00Wi' E 127.00 (P) iT91" III 10701(5C) 1."113 A5ACW.P. y Q) ZZ N20.9 f I I. wuJ. N N y y N v1 : ZL_ I Ln Q 46.2' O 01 woNOyZ Q QrnA to O 9.G N solt m 370 127. 00' B a c 5 00°01'05' E 127.58' M) F o Y li.• CO CO m - m 2QcgR 6 1n O aD 8 0 Z D m 0 ti RE n n b 112!" FIZZ Z ROOF O.H. 0 NO t" . VOW' -LI/IfIxX-71 - 7.- 3' .0 ID RF-MAINDfR Of LOT 21 16 WE c NOT INCLUDED) -I,7' 6 — a I IZM # 1 1 C Cel , I .3' 01 LINI LOT 22BIF APRROVI.J PLANSI ' LOT I' dC I Lu':QC%d ENGY DEPIi . I C) Ok to install 10' x 20' (200 Square Foot) shed ash _ shown on property. W I Meets area and dimension regulations for SR1-A zoning district. Per Schedule F, shed must match the principal building in materials, •' color and architectural style. I 5/8r MR NO ID 112 MR IB.C. L I JR1,52259, iY" "'+' "' • lt ' ' d.•C ,s,' , .p .fir., @ i f i „ i- r. •' as. p7- 7 E. 2' 7. 5' Ui LOT 15 OT 20 50' r,IR RD ITS 5INNITT BUILDING SYSTEMS 1660 DIXON AIRLINE ROAD AUG1,15TA, GA 50Q06 ANCHORING PL14N5 FOR ORANGE GOUNTY, FL GENERAL NOTES I. THESE PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE (FBC) AND ASCE 1-10. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COORDINATING ARCHITECTURAL AND 511RUCTURAL DETAILS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. 5. THESE PLANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2014 FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO DEVIATIONS FROM THE WORK 5140M OR REASONABLY IMPLIED SHALL BE UNDERTAKEN WITHOUT THE ENGINEERS WRITTEN CONSENT - A COPY OF WHICH WILL BE FILED WITH THE CONSTRUCTION OFFICIAL. 6. ANY CHANGES TO OR DEVIATIONS FROM THESE DRAHN C75 SHALL NOT BE MADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER. 1. THESE DRAWIW75 ARE THE PROPERTY OF THE ENGINEER AND 5HALL NOT BE USED WITHOUT HIS CONSENT. DRAPIN65 SHALL NOT BE USED FOR ISGUE OF BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER 8. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, L055ES AND EXPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR OMISSIONS IN THE PERFORMANCE OF THE WORK BY THE CONTRACTOR THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS AND EXTENT OF THE HORK. AS THE WORK PROGRESSES, THE OWNER AND THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE MODIFICATIONS TO MAKE THE PARTS ALIGN. 9. 00 NOT SCALE DRANItNGS, ALL WRITTEN DIMENSIONS GOVERN. 10. THE CONTRACTOR FOR THIS PROJECT SHALL INCLUDE ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJEGT. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR, MACHINERY, TRANSPORTATION, HEAT, WATER, UTILITIES, AND ALL OTHER FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECkMON AND COMPLETION OF THE HORK. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS. II. THE DOCUMENTS 5HOW ARE AN OVERVIEW OF THE WORK REQUIRED UNDER THIS CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT WILL IMPACT THE PROJECT. ALL DRANNGS ARE COMPLIMENTARY. THE DRAHNGS GENERALLY 5HOW THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE PROJECT, AND DO NOT NECE55ARILY SHOW ALL DETAILS AND CONDITIONS, ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS SHALL HAVE SOIL POISONING UNDER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR IN NO INSTANCE SHALL FILL MATERIAL AND NATURAL SUBGRADE MATERIAL UPON MICH FOUNDATIONS AND/OR SLABS ON GRADE ARE TO BE SUPPORTED BE COMPACTED TO A CRITERIA LESS THAN 115% OF MODIFIED PROCTOR MAXIMUM DENSITY UNLESS SPECIFICALLY DIRECTED TO DO 50 IN WRITING BY A PROJECT GEOTECHNICAL ENGINEER 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL EXISTING SETBACKS, EASEMENTS, AND ANY DEED RESTRICTIONS. 13, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE ENTIRE PROJECT SHALL BE LEFT IN A NAM, GLEAN CONDITION. THOMAS A. ALR 30637 TX#104353 SCR 27592 VAR 04569E WJR 01166 FLR 34222 PAR 079009 KSR 2IRb TNR 112161 A# 034371 N151 K054 DI 40905 DIXON ENGINEERING, INC. SMZTURAL ENGINEERING AND IIUPWTIM - COA" 10410 RAIN STREET THO WOSA95A, FL 33592 VOIGEs 813-982-9885 SHEET INDEX SHEET NUMBER SHEET TITLE C-I COVER SHEET A-1 WIND MAP 4 LOADING DIAGRAM A-2 WIND LOAD d ANCHOR SPACING GHART5 A-3 ANCHORING DETAILS A-4 GROUND ANCHOR SCHEDULE A-5 SHEARKALL ANCHORING DETAILS A-6 EXAMPLE PLAN AND OPTIONAL CONCRETE PADS 0.1/l/ Z O a CG BENNETT BUILDING 5YSTEM5 REV ]15Y;101ATEDATE+ DOOMS- SHEET ANCHORING PLANS DRN SYs CNO STATE OF' 1660 DIXON AIRLINEROAD UK BY, TAD T Q.• . PHONE:1-478-552-'1171 SGALEz AS NOTED 0—IWO. NO, 530-00 COVER SHEET W I NUCTUftAt' DL$IOtli 12e Katul t1. Val"t a ai/We deals, 1.91t ' S"t 4+ W Qe It ellaa tw N (Ala) et 11 It (lr) eWe {taiY /m egeawe c sat- aMaY• 140. 7r. llrar It.tt(FF:N Iw iUinl taq(fwA la FenitlM. S IduM. rl 2iiailSil'en.t LL1 a( e,..e a/..teelutnetaa a1.0 aw, tt+a )tat deee toete>r'iH, tit-{gaata4 area, ttmtu— tarrefn, pro", : 15 FrwtlMle/. aW I.., ,me raSlw 0." w aad,we Tar wrW dM aeeaf• S• {1tll:a'tol'Iea aie'li ip/rsrlaeta7j pl Kei.(It1Y e{ rrrraf..ia.t f•'Yren 1 M..1 lftNMN TtWHlltr • S:M1U. r e r FK)URE INIC ULTBUTE DESIGN WIND SPEEDS, V.. FOR RISK CATEGORY I BUKDWOS AND OTHER STRUCIVRES IF Sb FLOAM BIKLDINO CODE— WILDRn 11B EOMON (M41 N SF 0 34` _ 2 THOMAS A. DI WK P.E. - ALN 3M31 TXO 104WO DIXON ENGINEERING, W. d • r/` W 2rA2 YAM 045413 STRU RRAL ENGINEERING Ala : , r NNO OTN136 FLO 34222 PEGIN5O - LOA M 0 % A- • PAN 079009 K50 20" 10410 MAIN STREET •.; ( 1 Q`.• T} N/ 112161 GAO 034" THONOT05A5504 FL 33592 NWu 0 FFnwO1C 60 2-22W66 ii SON AI. % WIND LOAD MAIN WIND FORGE PRE55URE_ DIAGRAM5. BENNETT BUILDING SYSTEMS REV DA7 ANCHORING PLAN5 1660 DIXON AIRLINE ROAD AUGUSTA, GA 3ON06 PHONE. 1-410-552-1111 WIND MAP 9 LOADING DIAGRAM ORN BYt I GNO SHEET A— I SCHEDULES FOR ANCHORS PLACED VERTICAL INTO GROUND AND FASTENED TO SKID WITH A STRAF BUCKLE (SHEET A-3) • ANCHORING SCHEDULE FOR 140 MPH WIND SPEED, EXPOSURE °C11 BLDG WIDTH MAX 5PAGING NUMBER OF ANCHORS FOR EACH SIDE WALL 0+ o! e-w 11OLOv 12'-0o, 14'-01' 161-0" I's'-& o&:d" 22'=0" 24'-& 26Yd"' 2&1-0• 30'-0" 32'-O" 5'=11"' 2 3 3 3 3 4 N.A. NA T NA NA. NA NA. N.A. NA 61-10 2 3 3 3 4 4 4 5 5 NA. N.A. NA NA. NA 3 3 4 4 4 5 5 5 6 6 6 NA. NA. d'-5" 6'-5w 2 3 3 3 4 1 4 4 1 5 S 1 5 6 6 6 6 I ' SCHEDULE', A-2 , ' SCALE: N.T.S. MORS 140 MPH rmXP. 11^ 11 ZONE TABLE FRE55URE1 AD.JU5TME2 T FACTOR LOAD COMBINATION FACTOR5 WORKING FRE55URE (F5F) A 41.4 1.21 Ob 30.2 B 12.0 1.21 Ob 8.7 E 37.5 1.21 O.6 27.1 F 25.4 1.21 Ob NOTES: I. 5EE FIGURE 28.6-I PAGE 303-305 IN A5GE7-10. 2. 5EE FIGURE 28b-I PAGE 505 IN A5GE7-10. 3. 5EE SECTION 2.4.1 IN A5GE7-10. 4. DE516N PRE55URES SHOWN ARE BASED ON NORST GASE DESIGN GONDITIONS OF BUILDINGS FOR FOR HIND VELOGITIES PER 2014 F.B.G. THOMAS A. DIXON, P.E. ri BENNE17 BUILDING SYSTEMS ANCHORING PLANSALP30637TXP104353DIXONENGINEERING, INC. 560 27A2 VA# 04XA3 STIMTWX ENblt M AND i ST' T . ' F 1660 DIXON AIRLINE ROAD AUGUSTA, 30a0Gwo07W36FL* 34222 WMT1ON - 60A 8I45 GA PHONE, I-418-562-71T1PAPO1G004K502119610410tMINSTREET nV 112W GAP 034371 7HONOTOSASSA4 FL 33592 WA0034 MDP 4OWS V016E, 2506 N A---`, WIND LOAD 4 ANCHOR SPACINGS CHARTS SHEET A-2 + 3___OF _l__ I `-QUIK-5ET STABILIZER PLATE #5g2g1 BY TIE DONN ENGINEERING OR EQUAL. AT ALL ANCHOR LOCATIONS EACH 51DE OF SHED. TIE DOWN ENGINEERING #5g2g1 STABILIZER PLATE OPT I ONAL DIStAI I L WOOD STUD 51DENALL IT-21Z3 EFER TO SCHEDULE I/A-2 I FOR ANCHOR SPAGIN6 i FOR FASTEN NG I REFER TO DETAIL REFER TO SHEET I/A-4 FOR- ANGH0R5, INSTALL AS SHOWN. TIE DOWN ENGINEERING - DOUBLE SLOT BUCKLE 5g140 OR EQUAL. REFER TO MANUFACTURER'S 5PEGIFIGATI0N5 FOR INSTALLATION 0.035" MIN. x 1-1/4" x 7'-0" GALVANIZED STEEL STRAPPING FED. SPEG. QQ-57BI -H BUILDING SKID REFER TO BUILDING PLANS FOR SIZE, LENGTH, AND LOGATION TIE DOWN ENGINEERING #5g141 DOUBLE SLOT STRAP BUCKLE A-3 SCALE: N.T.S. HOOD STUD 510ENALL - REFER TO SCHEDULE I/A-2 FOR ANCHOR 5PAGIN6 REFER TO DETAIL - 1 2/A-3 FOR FASTENING I FINISH FINISH IV - GRADE GRADE _- OPTIONAL 16" x 16" x 4" SOLID GAP BLOCKS REFER TO SCHEDULE SHEET I/A-6 PREFER TO SHEET I/A-4 FOR - ANCHORS, INSTALL AS 5H0NN. ALL WIDTHS ON GRADE VERTICAL NOTE: ALL AIDTHS ON GONG. PAD ANCHOR N/ STRAP BUCKLE PS A. * SEE EXAMPLE PLAN 3/A-6 VERTICAL ANCHOR W/ STRAP BUCKLE s _SECTION ;` *\C, s '" 4 S Ct I ON SCALE: N.T.S. N 34 2 G 14' A-3 SCALE: N.T.S. TH0MA5 A. DIXON, P.E. -- - -- - BENNETT BUILDING SYSTEMS REV BY DATE DATE, O6/01 SHEET ALP 30631 TXM 104353 DIXON ENGINEERING, INC. ANCHORING PLANS DRN BY: GND 5GM 2T592 VAM 04%<O STRXTUR& ElWa iW AND STAT 'O F , .• 4' I bbo DIXON AIRLINE ROAD GHK BY- rAD VtJM 011436 FLM 342M INSPECTION - GOA 8195 1 O '. AUGUSTA GA 30906 A PAM O7g004 K5M 2lKb 10410 MAIN STREET ;° • Q`" . PHONE. 1-4lb-552-1111 - - - ` KO. 53 NOTED A 5 TN# 112161 GAM 03011 THONOTOWSCA, FL 33592 ` • C j ' WO. NO. 580 023 `v NGM MAW 40905 I FNG 813 9b2 2306 I ' O N ALA SIDEAALL ANGH0RIN6 DETAIL5 - 4-of--' GROUND ANCHOR SCHEDULE MODEL # PART # DESCRIPTION 501E GLA55 M12H5/8 5g080 / 5g081 48" x 5/8" ROD WITH (1) 6" HELIX 4A M12143/4 OOb5 / 48" x 3/4" ROD WITH (1) 6" HELIX 4A MI423/4 5g128 42" x 3/4" ROD WITH (2) 4" HELIX 4A MI483/4 5g086 48" x 3/4" ROD WITH (2) 4" HELIX 4A M12H64 5g250 36" x 3/4" ROD WITH (1) 4" HELIX, AND (1) 6" HELIX 4A WA 5g065 EYE ANCHOR - 48" x 5/8" WITH (1) 6" HELIX 4A WA 5g045 EYE ANCHOR - 48" x 3/4" WITH (1) 6" HELIX 4A M607 5gOgg 60" x 3/4" WITH (1) -V HELIX 45 N/A 5g040 EYE ANCHOR — 60" x 3/4" WITH (1) 8" HELIX 46 NOTE: I. ALL APPROVED ANGHORS L15TED ABOVE ARE MANUFACTURED BY TIE DOWN ENGINEERING. 2. THE CONTRACTOR MAY USE AN APPROVED EQUIVALENT WITH APPROVAL FORM THE EOR. 3. 501L GLA55 "4A" REFERS TO AREAS WITH L005E TO MEDIUM DENSE 5AND5, FIRM TO STIFF GLAY5 AND SILTS, ALLUVIAL FILL. 4. 501L GLA55 "413" REFERS TO AREAS WITH L005E 5AND5, FIRM GLAY5 AND SILTS, ALLUVIAL FILL. C tH ;Dp u lam AMPS • A,• OL A- 4 SCALE N.T.S. ----- 0 V\C, SAC`• •. !/'ie .L THOMAS A. DIXON, P.E. BENNETT BUILDING SYSTEMS REV BY DATE DATE, 06101A5 SHEET ALA 30637 TX# OM DIXON EirGINEERING, INC. SU 275g2 VA3 045593 STRI3 IW& WAEERW AND 0 F '. I ANCHORING PLANS ANCHORING1660 WON AIRLINE ROAD AUGUSTA, GA 80gO6 DRN BY. GHK 8Y. GNO ' TAD WO 011936 FLt 34222 R15PECTION - COA 81g5 O ' PHONE. I-418 52-TIT1 SCALEi , AS NOTED A- PA# O7400g KS# 21108 10410 MAIN STREET 0 P W0• NO, 530 023 Tt8 IMM GAI COAMI THONOT05ASSOs FL 335g2 WA KO34 KA 4Og05 VOICE. 813Ab2-9885 j / pN A ' IGROUND ANCHOR SCHEDULE 5 7 NU035985FAX, 813-02-23.306jt Of 1 24) - 0.148"x2.125" NAILS INTO RIM ° ° °o 0 JOIST. o°°o°° T 3/5" BOLT ATTACHING PLATES TOGETHER ADVANGED CONNEGTOR 5Y5TEM5 AVTPI212-2 PLATE OR EQUIVALENT WITH 2000 6A. STRAP ° ° ADVANCED CONNECTOR 5Y5TEM5 AVTRX OR EQUIVALENT MALE-iDI1'4 L TS. REFER TO; DETAILS I/A-5 AND 2/A-5 FOR FASTENING 24) - 0.148"XI NAILS CONNEG AVTRX TO RW J015T ADVANCED CONNECTOR 5Y5TEM5 AVTRX OR EQUIVALENT WOOD STUD ENDWALL/5HEARWALL FINISH GRADE REFER TO SHEET I/A-4 FOR ANGHOR5, INSTALL A5 5HOWN. END LL kS ,A„i VERTICAL ANCHORINGNG TIE DOWN o *%c, ... rr . SECTIONZ;: \,G E'SF:, NOTE: N. 3422 A'5 - .'SCALE: N.T.5: SEE EXAMPLE PLAN 3/A-6 THOMAS A. DIXON, P.E. .; MNETT BUILDING SYSTEMS REV BY DATE DATE, ObIMS SHEET ALr 30631 TXr 104353 DIXON ENGINEERING, INC. vr':; ANGHORIW PLANS ORN BYi GNO 560 21592 VAr 045593 5TFMTU4AL B61NIER b AW' : S • 4/ 166o DIXON AIRLINE ROAD GHK BY, TAD PP OlM6 FLr 34222 KfWTWN - LOA 8145 I 0 'r ( . ' . AU& STA, GA 3MOb AS NOTED PAY O1900q K5821M 10410 MAIN STREET II ••, (. Q \ 0;•' •` ` WA. NO', 530 _ T • Qom' PHONE. I-478-552-1171 TNr 112T61 bAr 034371 THONOf05A95N fl_ 33592 NU o35465 MDr 8I3 982-2306 VOICE 613 II N /L -L ANCHORING DETAILS -- - - b 'OF 'I 6 SKID OPTIONAL Ibxlb NOMINAL PADS Z2 Dp gm TTA A-6 SCALE: 1/2" - OPTIONAL 16" x 16" x 4" PAD SCHEDULE FOR 40 PSF FLOOR LOAD BLDG NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKID WIDTH b'=O"•, 8'O' 10'-O' 12'-0' 14'-0' Ib'-0' I8--0' 20'-0' 22'-O' 24'-0' 26'-0' 28'-0' W-O" 32'-0' 5'-11, 2 2 2 2 2 3 NA NA. NA. NA. NA. NA. NA. NA T-II' 2 2 2 3 3 3 3 3 3 NA NA NA NA NA. q9'-II'` 2 2 3 3 3 3 3 4 4 4 4 5 NA. NA 11'-5' 1 2 3 3 3 3 4 4 4 4 5 5 5 5 6 5CHED SIM. „' 3 ,A7_, 12" MAX. SHEARWALL/ENDWALL 5Wl ANCHORS TO BE PLACED HERE 5EE NOTE 3 NOTES: 6'-0"' TO.32'-0" I6" x Ib" x 4" GONG. PAD TYP) 5EE NOTE I AND 5 PA fm.AN I'-O° EXAMPLE DRAWING 15 -'-11" x 20'-0" 51DENALL ANGHOR LOGATIONS 5EE NOTE 4 ANGHORS TO BE PLACED HERE 5EE NOTE 3 I. CONCRETE PA05 ARE OPTIONAL AND MAY A5515T IN LEVELING IF OWNER 50 DE51RE5. 2. DIMEN51ON5 SHOWN ARE NOMINAL. 3. ANCHORS ARE REQUIRED MIN. (4) PER BUILDING, (1) AT EACH CORNER OF THE SHEARWALLS (5W#). ATTACH ANGHORS TO BUILDING U51N6 ANGHORIN6 5Y5TEM Mp;S A.i SHOWN ON SHEET A-5 O.• 73, jS 4. REFER TO SGHEDULE I/A-2 FOR ANCHOR SPAGIN6 AND SGHEDULE I/A-6 FOR vF OPTIONAL PAD LOCATION. N222 :: SPACE OPTIONAL PA05 EQUALLY. i - REV BY DATE DATE, Ob/OIA5THOMASA. DIXON, P.E. - - ,. 5DOETT BUILDING, SYSTEMS 5HEET ALN W631 TX# 10430 'DIXON ENGINEERING, INC. ' '.' ANCHORING PLANS ORN BY, 6NO 275W2 VA= 0455R3 STRUGTIA& ENGINcE ONG AND i, p : AT ' 4J 1660 DIXON AIRLINE ROAD CHIC BY. TAD IWO 01PO6 W 34222 16MTION - WA 6195 1, 0 i. - i / AUG"STA, GA 30406 •` PA# o1900q KSI 2IN6 10410 MAIN STREET i • ;' C` '•• • ' PHONE. 1-475-552-1i ll 5GAL5 A5 NOTED A-6 THt 112V GAM 034311 THONOTOSA%,4 FL 3--A2 i •. O 1 ,• \ - -- ---- - YiO. NO. 530-023 M5s 1ao34 hiD>t 4oao5 VOICE. 813 982 9885 I /ON A` ,,` " EXAMPLE PLAN AND OPnoNAL coNCRETE PAnSNCroWoFAX.613-ae2-2306- l OF REQUIi]L EIID INSPECTION SEQUENCE RID44 i/ !11 / iB UMIDING iP:ERMIT Min Maxi du ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof RoofDry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final 'Door Final Window Final Screen Room Final Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Aa1drap.cc- ///— / I_ - Min Max Lltg ection Descrin tllon Electric Underground Footer / Slab Steel Bond Electric Rough T.U:G. Pre -Power Final Electric Final nnIl Maxi alms, ectIlon Descr anon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Main Maxi 1lns, ection Descation Mechanical Rough Mechanical Final IL1rU ;N1B1\Gl1VWsll'E"gifiT min Max Gas Unde Gas Roug Gas .Final THIS INSTRUMENT BY: i l I i = Il 1 1 Illli 1111111ii 1111 Name: r 19 11 ®1 ifiltif iifiifi ftti I1tI1 Address: pie .5. tt MARYANNE MORSEr UEP INULE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8632 h'9 1864 t1h'9si NOTICE OF COMMENCEMENT CLERK'S a 2016015953 RECORDED 02/12/2016 12:34d11 Ph State of Florida RE.C:ORDING FEES $10.00 County of Seminole RECORDED BY jeckw_nr o Permit Number: 1 /, • 4CA ParcellDNumber: The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. PROPERTY• Legal description of the property and street address if available) 1 i4 A _-e_A- GENERAL DESCRIPTION OF IMPROVEMENT: 10 K 7 OWNER Address: %9' 11 G W. 4'Zf1ti 1 Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address' In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. e Under penalties of a 'u , I declare that I have read the foregoing and that the facts stated in it are true t to the b t wle nd belief. L.t '1.nhr cam. °'••'i'l ` ign lure Owner's Printed Name Florida Statute 713.13(1)(9): ' The ner must sign the notice of commencement and no one else maybe to sign in his or her stead' permitted State County W o c. W of of z a The foregoing Instrument w acknowledged before me this day of ' 20S 9 uby % ''G` Who is personally known to me a o o Name of person making state ent it OR who has identification type Identification t \ zproducedofproduced: l_ _ r Z r UlccD YT'o DEBBIE BLANTON Q• MY COMMISSION # FF 176648 ` "'" a EXPIRES: FebryarY 25, 2019 / v V o 0 0xa Bonded Thru Notary lib5c Underwriters Notary Signature W u 8 N ym ti Revision' F r. Responseonse to Comments[ Viz J . i Permit # I (O— q (-.O Submittal Date Project Address: Contact: Ph: o" ' /S—i Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov General description of revision: Ad ck e-( e-e--6- (•C 4 G, ea ROUTING INFORMATION Approvals OF 6 • vs. I to 77/ f M lD 0 P =•' ea Z , Q¢ l z 1 S a Z 3 QQ t, F t 1g aleiP Ocq o v f2t1 RerP,