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Home My WebLink About1428 S Park Ave (4)CITY Ofyaf �Building & Fire Prevention Division Ski4VURD PERMIT APPLICATION FIRE DEPARTMENT Application No: 4155.6o D t d C t Y n V lue• $ Job Address: 147 g Parcel ID: 36' ., l `l -� Type of Work: NeW10 Description of Work: n I/ ocumen a ons71 / ruc to a U�Ci � 327Hi Historic Distri : Yes[] No 00rq -C'> lU Residential Commercial❑ ion❑ Repair❑ Demo❑ Change of Use❑ Move❑ Addition❑ Alterat 4d ,-iatl W /o'X slde l Wfed ban ,vi s'-i h a 8 ' X to ' b ,_ AD cva_K Plan Re iew Contact Person: Phone toil �J?J�' 7%�J(P Fax: 9 Title: Email: % e 11aJyo • corn roperty Owner Inormation Name Ch 94N,n S Phone: 7 3,3Q ` 77;3 Street: Resident:oproperty? P f ro .er �. - 2 . City, State Zip: sga �/ 7 q Contractor Information Name . N Phone Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, ete." FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: January 1, 2018 Permit Application 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 other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 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 applicable laws regulating construction and zoning. -C;�Uz Signature of Owner gent D� Date �X6 1 •.,o.iA,.e., �rT.,..,o < <8 ""'. ANNETTE M BLAND „` Notary Public - State of Florida • . = Corrrrissior � GG 170900 ' -: ht.; Corrrr. Expires Jan 16, 2022 .4� . ssn Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID 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: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads SR-/ APPROVALS: ZONING: 6, /?. 2atr UTILITIES: ENGINEERING: FIRE: Flood Zone: # of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: Cot' 81aa l� COMMENTS: f-v Gan u /m' x /9 / 5,'We /offcd 6ae^% 0~0nani�c S x to '6*4 hat%, �, s ✓r• O rl 0 /*n /4 rail a n < t was eon 24:4,,< f vA[ Revised: January 1, 2018 Permit Application REQUIRED INSPECTION SEQUENCE ,Ripff /,0 - -,in 4� —Ins2ect—ion D—escri-, Footer / Setback Sternwall Foundation / Form Board. Survey Slab [Mono, Slab Pre our Lintel / TieBeam Fill Down Cell Sheathing — Walls Sheathing — Roof Roof Dry 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), Address:: Min I Max. I Inspection. Desciription Electric, Underground Fboter /' Slab Steel Bond Electric Rough Pre -Power Final Electric Final. Min Max - 20 Inspection Descri2tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Inspection D*es on Mechanical Rough Min Max Mechanical. Final, Minn Max Ins pect6on. Dese, on Gas Underground Gas- Rough ........... Gas Final REVISED: June 2014 Revision ❑ , Response to Comments Permit # 11 d U Project Address: 4 a` y✓�� Contact: Ph 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 Submittal Date Fax: General description of revision: r ROUTING INFORMATION Approvals -:= R-- 3 -"J,-- O8 Revision ❑ AUG 2 0 2018 City of Sanford Response to Comments ❑ Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # / 26946 Submittal Date ZG j G Project Address: ( L, 2-9 S ` Contact: ke �u S-t�LQeAJ Ph: Fax: Email: Trades encompassed in revision: Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building General description of revision: (Pro Luc+ ,�1 ►zc��Ja f ROUTING INFORMATION Approvals y� V0 • BUILDING DIVISION �sx. te1 PLAN REVIEW COMMENTS Application Number: 18-2048 Date: 08.06.18 Project Description: Shed Contact Name: Cheryl Stevens Job Address: 1428 S Park Ave Contact Email: cas407(7a,yahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The approval letter and plans for the 1 Oxl8 shed are based off of and approved under the 2014 Florida Building Code. The current code in effect is the 2017 Florida Building Code. All approvals are required to be based off of the current code in effect. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Deputy Building Official M W I c 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) r, 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. 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. I understand that, as the owner -builder, 1 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. 1, 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 V/ 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 1-850-487-1395 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 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 Add 1, , do hereby state that d am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identifi (Must be Photo ID) 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 the permit issued. Rev. 9.14.2009 CITY OF r SkNFORD PLANNING & DEVELOPMENT SERVICES DEPARTMENT Development Review Team Variance - Staff Recommendations The Development Review Team (DRT) held a Public Meeting at 9 AM on May 22, 2018 to consider a to consider a variance request to the setback requirement for an accessory building and to consider the constraints of the oddly - shaped triangular parcel for a single family residence at 1428 Park Avenue. The project was presented at the June 5, 2018 meeting. As part of the Variance process, the standards for consideration were reviewed. As part of the evaluation, the standards for consideration were reviewed. • Special conditions and circumstances exist which are peculiar to the land, structure or building involved and which are not applicable to other lands, structures or buildings in the same district. The lot size required by the SR-1 zoning is 6,000 square feet and the existing lot is 7264 square feet. The literal interpretation of the provisions of the land development regulations would deprive the applicant of rights commonly enjoyed by other properties in the same district under the terms of the land development regulations. The current land development regulations would not allow the accessory structure to be located on the irregular lot due to not meeting the side yard setbacks The applicant is requesting a variance to reduce that setback requirements. • The special conditions and circumstances do not result from the actions of the applicant. The existing single family homes were constructed in 192511960 and at that time the zoning requirements were not in place. • Granting the variance will not confer on the applicant any special privilege that is denied by the land development regulations to other lands, structures, or buildings in the same district. Other properties in the area are permitted to request a variance to the requirements of the Land Development Regulations including for a carport or garage as well as land area and dimension requirements. There are existing homes within the neighborhood that do not conform to the land area and dimension requirements for the SR-1 zoning district., therefore the neighborhood will not be adversely affected. • The reasons set forth in the application justify granting the variance, and that the variance is the minimum variance that will make possible the reasonable use of the land, building, or structure. Other properties in the area are permitted to install detached accessory structures to be used as garages and/or storage. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or otherwise detrimental to the public welfare. Based on existing neighborhood conditions the variance does appear to be in harmony with the general purpose and intent of the land development regulations and not injurious to the neighborhood, or otherwise detrimental to the public welfare. After deliberation of the standards a motion was made and an action taken as follows: Request to reduce the side yard and rear yard setbacks for a proposed 10'x10' shed within the SR1-A zoning district at 1428 Park Avenue. After discussion of the applicant's request, Richard Blake made a motion to approve a minimum 4' side yard setback along the south property line adjacent to the railroad right of way. In addition, Mr. Blake noted that the proposed accessory structure shall not impact the existing vacuum sewer line at the rear of the property. A Second was made by Sabreena Colbert. Motion carried 6 to 0. Discussion: There was no additional discussion. T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance - 1428 Park Ave - Setback.doc CITY OF AI x " SkNF® PLANNING & DEVELOPMENT t ' SERVICES DEPARTMENT Legal Description of the Property: 3 16 1 9 3 0 Address of Property: 1428 Park Avenue 5 10 1 1 Sanford Development Review Team Variance - Staff Recommendations MOMM MMMM FL 32771 Zoning District: SR-1 Name and Address of Owner as shown in the Public Records of Seminole County, Florida: Cheryl A. Stevens Application Submitted By: Address 1428 Park Avenue 1428 Park Avenue Cheryl A. Stevens Sanford Sanford. FL 32771 FL 32771 Phone 407-330-7736 Fax: E-Mail: Cas407@yahoo.com Standards for Consideration for Conditional Use. In considering and acting upon an application for Conditional Use the Planning and Zoning Commission or the Administrative Official shall observe the following standards and make findings as to whether the application meets the standards, except that, pursuant to Article Vlll, one and two family dwellings shall be exempt from concurrency review: A. The conditional use must be consistent with the goals, objectives and policies of the Comprehensive Plan and the land development regulations. B. Public facilities and services including, but not limited to, roadways, park facilities, schools, police and fire protection, drainage systems, refuse and disposal systems, water and sewer must be adequate to serve the proposed use. C. The proposed development must not adversely affect known archeological, historical or cultural resources. D. The design of the proposed development must minimize adverse effects, including, but not limited to, visual, noise and traffic impacts, of the proposed use on the surrounding properties. E. The conditional use must be compatible with the nature and intensity of the development surrounding the premises and with the community character of the immediate vicinity of the parcel proposed for development. F. The location and topography of the premises proposed for development must make the use an appropriate use which will not adversely affect the public interest. It shall be the burden of the applicant to prove compliance with said standards prior to the issuance of a Development Order. Variance Requested: To reduce the side yard and rear setbacks for a proposed 10'x10' shed within the SR-1 zoning district at 1428 Park Avenue. Does this Request meet the Standards for Consideration? Yes F'I No Site Specific Conditions: After discussion of the applicant's request, Richard Blake made a motion to approve a minimum 4' side yard setback along the south property line adjacent to the railroad right of way. In addition, Mr. Blake noted that the proposed accessory structure shall not impact the existing vacuum sewer line at the rear of the property. Sabreena Colbert seconded. Motion carried 6 to 0. Staff Recommendations: Staff recommends to approve the Variance Use to reduce setbacks in the SR-1, Single Family Residential zoning district at 1428 South Park Avenue with stated conditions. T:\Development Review\11-DRT Agenda-CoverMemos\DRT Recs\DRT-Variance - 1428 Park Ave - Setback.doc Sheds Of Daytona 1425 Tomoka Farms Rd. Daytona Beach, FL 32124 Phone:607-765-9082 SOD pp Authorized Agent of Weather King Buildings (Ken) ISLECT ONE : 0 CASH SALE 0 RENT TO OWN L_ I Shop. Bushnell, FL SALESMAN: Ken Rhodes Please Fill In Date DATE: 03-17018 Choose Building Sale Type New -Order Sale Z SHED ase Select One Of The Building Types I.RTO HOLDER: Painted O Treated 0 Urethane O Z Metal E Barn SIDING COLORS: TRIM COLORS: Painted: Lt. Gray Painted: White -- JAN 2( .: "EXTRA OPTIONS" DESCRIPTION LOFTED BARN Garden Utility Lofted Barn Cabin � Side Lofted Barn 10X18 Side LBC Side Utility 8' Walls Back Yard Utility (Utility 8' Walls Deluxe LBC Lofted Barn Garage -1 Deluxe_C_ SELECT YOUR PAYMENT DUE DATE: PURCHASER NAME Chrevl Stevens CO -Cell: CO -Employer: MAILING ADDRESS 1428 S. Park AV. City: Sanford County: Seminole State: Florida ziP:32771 HOME PHONE: 407 330 7736 WORK PHONE: CELL PHONE: 407 823 2305 0 1ST 0 5TH 0 10TH 0 15TH COIRENTER _ - CO-Wk Ph: ❑ Exempt City Own / Rent: _ S&G ENTERPRISES, LLC 0 Econ o ROOF COLORS: Quaker Gray CODE COST 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 0 $0.00 ROOF $0.00 ROOF $0.00 TOTAL $0.00 DELIVERY ADDRESS 1428 S., Park Av. State: Florida zip:32771 City: ISanford County: ISeminole Land ? Own Land Landlords Phone: Landlords Name: CASH SALE RENT -TO -OWN -SALE USLB-10x18 1 SALES PRICE $0.00 1 SALES PRICE $4,155.00 2 OPTION COST (Describe Above) 2 OPTION COST ( Describe Above) $0.00 3 TOTAL PRETAX COST (LINE 1 + LINE 2) $0.00 3 TOTAL COST ( LINE 1 + LINE 2) $4,155.00 4 SALES State TAX ( LINE 3 x 0.06000 $0.001 4 Cost Reduction AMOUNT 5 City Code #N/A Line 3x Rate 0.00000 $0.00 5 NET Cost Reduction (LINE 4+1.0 + tax rate 0.05800 $0.00 6 Co. Code 0 Line 3x Rate 0.01000 $0.00 6 AMOUNT TO RTO ( LINE 3 - Line 5) $4,155.00 Exempt TOTAL SALES TAX ( LINES 4) $0.00 7 MONTHLY PAYMENT ( LINE 6 + 21.6 $192.36 8 TOTAL COST W/ TAX ( LINE 3 + 7) $0.00 8 M/ State SALES TAX ( LINE 7 x 0.05800 $11.16 9 CASH RECEIVED 9 Co. Code 0 Line 7x Rate 0.01000 $1.92 10 NET AMOUNT DUE (LINE 8 - LINE 9) $0.00 10 11 TOTAL SALES TAX (LINES 8, 9) TOTAL PAYMENT ( LINE 7+ LINE 10) $13.08 $205.44 MAKE ALL CHECKS PAYABLE TO "'WEATHER KING PORTABLE BUILDINGS— 12 Total Cost 36 Months put on Contract (Line 11 x 36) $7,395.84 13 SECURITY DEPOSIT $150.00 14 TOTAL RECEIVED (Method, Ck# -CC- Cash: $355.44 I FOR ALL REPAIRS FAX TO CORPORATE OFFICE AT (866)977-6440 MAKE ALL CHECKS PAYABLE TO DRIVER TO PICK-UP REMAINING "BALANCE" ESTIMATED DELIVERY DATE: 10 TO 21 WORKING DAYS FROM PURCHASE DATE. ***WEATHER KING PORTABLE BUILDINGS' OPTION DRAWING: SHOW STANDARD 'DOOR(S)" THEN PLACE YOUR "OPTIONS" DOORS - _ FACING PENCIL in WHERE & give Measurements from END or SIDE of BLDG. to PLACE options. DIRECTIONS Weather King Portable Buildings and its agents are NOT responsible for permits, setbacks, restrictions or covenants. PLEASE contact your local codes department or Homeowners Association. It is up to the customer to decide whether ground conditions are suitable for delivery. 'Weather King Portable Buildings is NOT responsible for yard or driveway damage. Free delivery and set up includes ONE TRIP, additional trips may incur CHARGES to the customer. I, the customer, have read the disclosure, Terms And Conditions Of Sale and fully accept the terms provided therein. First 50 miles Free Delivery From Lot Thereafter $3.00 Per Mile. Customer's Signature: intertek ,, RECORD COPY Intertek-PSI Tel +1407 304 5560 1748 33nd Street Fax +1407 304 5561 {1v Orlando, FL 32839 intertek.com/building I May 5, 2018 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Sheds Manufacturer: Coastal Portable Buildings Agency Plan #: Hawkeye Utility-17 R1 Dear Mr. Campbell: REVIEWED FOR CODE COMPLIANCE Q�- PLA XAME INER DATE SANFORD BUILDING pIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE `0 PROCEED WITH THE WORK AND NOT AS AUTHORITY 1*0 VIOLATE, CANCEL, ALTER OR SET ASIDE. ANY OF rHE 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 Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 61h Edition 2014 NEC These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC). A signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI. 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. ly submitted, Peter Craig Department Manager Building Science Solut a # 1 8 - 2 0 4 8 Richard Olds, SMP-45 SMI-76 Plans Examiner Building Science Solutions CC: Kenny Johnson —Premier Portable Buildings, Inc. kenny@premierbuildings.us Ili Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI'), Architectural Testing Inc. ("INTERTEK-ATI"), and MT Group Inc. ("INTERTEK- MT"). www.intertek.com/building PREMIER PORTABLE BUILDINGS S T A T E O F F L 0 R I D A ( 1 6 0 M P H) W I N D S cant NaTm t M Itrawtla swt [ Imomt ml KVIOC Kl OQelc maros 1 M tOOQL1015MLL [ IBOral rP mOQWIK MWOO:Opa f[K1aM. QO,K.I. /,O pO�n WOK Ob[P rKtl W 1.0®C Qq Rfp Qf.ff I,O OKOStl6 9wl [ 1 M mWOOq 9Y [ Q90Q[[ Ip f0[tia. 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KO en[Qa IbtQl1 vm .a rtuW.m Qui Ko Torn¢ srQ ISK nor r®Ke 11m .[O KWt.O 9K1 [ 1Q.U0 n t lfL[0 mWRK10. .,IL M 1NOl [ mI1[ID .I®W,K:.n,.t sun Qo m.mm v <omiiaf[. swwK rrn morn tlm mwoq fuq tU.Ir0,0.,o Qorm6 li M liM1Qg0111/LL [ QOO®! Itl KIfM1t M \tIIGIOf 4 fmC 1nOtu f4K1111 M tef t® 0610c11p4 Y M mtlR m.[tltl 9.LL [ IBOOtI( Iq rItt OL..r a0 9Fl te1Qt M 9K. OW M YOK M ImQ Qnca stu Q Ifrl Q• Qt aw tr.KnWt WIND CHART 230 220 125 1 115 130 5 120 150 140 •.� �.-. �� 240 1771 360 -� Intax..eNw„I arar.^.. 250 270 2. 260 d ;. i. .^t.u., t.n... ..n«.. 170 1• K �.... w '� � 'w:Y. wr�N tsa tat . .. 160 IY �u.u.Y'1 [�i<'i.ayw.'h.e.Nlltr .'O wi y ffe.rn t0090 Ylrq•Oarne aerff r<Uv,, t,teeo.y a .ee of w 1161r,Kf eM Strvttvres ettePt MrltO un htf litfes PORTABLE BUILDING'S Case A CG WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS SHEET usr SHEET NUMBER SFiEEr� C-1 COVER SHEET. WIND LOADING DIAGRAMS & MWFRS TABLE A-1 ANCHORING DETAILS & SCHEDULES A-2 ANCHORING SPEC SHEETS zm Al51-0�1 121 1 0.6 1 372 0 -16.9 121 0.6 -123 E -I0L 121 0.6 -356 r -719 121 01 -772 ,. >a roi ss.l Ntx Ycfum Q QIK I -la 1 0 IioR ]u-I rat .ID \ m fna 1 ufratl ulQ.a l•W 1 �K�.��ap tlrt�im as«u mtlm4[ Digitally signed by DonaldDonald Van Gerve PE DN: cn=Donald Van Gerve PE, o=Donald Van Van Gerve PE, ou=Specialty Structural Engineer, email=dvgpe@comcast. Gerve P E Date: 2018.02.13 16:19:34-05'00' OCALA FLORIDA SHOP DBA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 ANCHORING FOR SHEDS COVEN SHEET & GENERAL NOTES DON VAN GERVE, P.E. SPECULTY SIRUCTU101. ENONEER 970-9/7-6069 DS ALTEAHATEOESICHSOWTIONS mKlmtsomurtlatw D"COM S0"U f%17NOED fVk PREMIER PORTABLE BUILDINGS 317 EAST STATE LINE ROAD SOUTH MTON. IN 36257 WMK.PREWEAOU6DWGS.US OK Na C-1 iA •. ]7dN,11.D I;VJGE7.'VE l7= Sp1 �`o+e or ,/m ♦.'aver 1 al] .Xq Nam.0 I'• I�H IvaX a'r) n Afr RaX q A-O rwA or N R.rAtlm �rEl h� M �11 .19ro aqi nQ "IlIT-al J •° .. _ II IIIJJ,LLI TIT .aq m meat >m.i I�.anm amam.o.oa roman vat -. _t^11=�1 rl ra RaaXnm a Ivaco rwn X. IOp m ay.R nou may{ a sm A-1 Iq YOn t@iRla6 YR 90.16[ O@WY.1 i ubI K 11I®Y 4a10.n .InWY afnnxm.a m 1//.I INI /mL yOMna HELIX ANCHOR DETAIL A•E AAl: i.ln•.I•_p �: OPTIONAL ANCHOR DETAIL A AOW R SOYm I.a IQ Iq a.nc P) • Eel m.a vue.0 r31FLOOR FRAMING PLAN A-1 xa: VI'•rd Oo o >u grat7 ` a°sn�i � go`imiw ANCHOR SCHEDULE ��c�� 1 M u� S q�� AGROUND LouLC DESCRIPTION U' LI ASS U12115/8 59060 / 59061 46' . TV ROT ./ (1) C Him IA WIM// 59085 / 5" le• . "' ROD ./ (1) 6' H= u U1423/4 52128 42' . ):• ROD ./ (2) 1' HELOT M UIIe3/1 59006 IC . JC TIM ./ (2) 1' HELIX U U17116/ M50 M' . W ROO ./ (1) 1' Kl¢ E (1) C NEUX M N/A 59065 EYE ANDIOR - Ie X )j ./ (I) 6' HELIX IA N/A 39O45 EYE ANCHOR - 1C X A' ./ (1) 6' IURc IA U6O7 59079 60' X )v ./ (1) 7• HQR 18 N/A 59010 EYE AHM 60' X A* ./ (1) 6' HEUX 40 :1 i 1 (. •®_® /® 1 1 ®®®® 1 1 :® AI 1 ® 1 1 : 1 1 1 :1 IX :i' 1 M 1• 1 ®moo©©0000�ao�so��® ��oo©©00000■ao�a� �a�� ■�■ao©©00000000��a0� �000©00 o■voo�aoo�� ®ooaao©©©000000000 �D0000�0©000�00000 ��00000©©©000■o■000a PRatECL ANCHORING FOR SHEDS FASTENING SDHEDULE / xiNO ENDING �S` AUEA(IATEOESIGNSOIUDOHS . a5inrlel �oimumami Mk PREMIER PORTABLE BUILDINGS 317 UST STATE LINE ROAD SOUTH NLTON. IN 38257 WINNYREWERE UL EXTIMUS DAG N0. A-1 f.rt �� aNAI.•....• HP21 SINGLE SLOT BUCKLE HP21-(6 thru 15) NNW SINGLE BUCKLE WISTRAP HP22 FRAME CLAMP M1Y9 .ram HP22-(6 thru 15) FRAME CLAMP W/STRAP HPAB ANCHOR BOLT & NUT Ar, HPSS STRAP SEAL INS TA L INSTRUCTIONS: ,d vs, 9 OCALA FLORIDA SHOP DOA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA Fl. 34470 PR"cr.. ANCHORING FOR SHEDS PmcT Cur SNEEfS DON VAN GERVE, P.E. SPECKLTY STRUCTURAL ENONEER 978-943-6869 DGPWW 5VKW FRMW fft PREMIER PORTABLE BUILDINGS 317 EAST STATE UNE ROAD SWM FUTON, TN 38257 WW.PRELflERDUUWMUS A-2 "."; Mill N.1 �J T I IL S T A T E 4 .a Y.aNt dt ®m N J1DIO.Q .e. M All M1ww 1lVi D1X, eJC,Y Oa4 L wW N01•A, Swl [ . laYOlft M. x AIDS aDa Ya Jl D.[I YRagt ml cza u M K v ..ar•nw. A twrlpl DI[IOob >rY Ya rRaara Oc. i.P DtOAOi • M r0.atld Rw a • 1a•w[ sn v nAa Iw Ytm.a rt Itrx ..wan > amlw txlmDla Cw wn t[Im l.m LPR. 7d Mt ee bew f•x f+LL Tel nmD um a �Jm L .t K /LSPM 1a100191.t [ 11lSLR .r•I[D. YSOmIQ .m AN Y[ CVpYr KAt Iw1M aaY3, ILH L.Q 9a)t K IWPtL WIp 91111 [ II®4141P . »MIQ .el Jr. {A W®er IIC.1 Q11lDI ttDL ODM.4alip w w1 Plw IVVII M1ODa Y6R RImOD M1DOI ®Yf •10 PIPw I.lp TOT SPRLIYa Ma fw4 L V 11®IIO 9a•Ral.AL w w [ V➢0. 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YwD.rwDL v,.,,rM Pu[Oi[� 170. 170 —6n' IWanPa>Mo1ax.. tleYwYKL 1>ERM I, efa 1t70a1Y CUM, lA M11 1. BJPID C•ICODM 1 I 'nm CFO= C • M, rRca r1Cf —s > Dc mm ClASSlXaPI Uapm L ww d raoa 11 rM 7. wu0 w L ROT 17901 Lw um 50 w A= ecom arm LO'O 4 PY L RAY D(SCH LK Lao A w Paf Op01 W IOm 7 R IL W WS = Lao 3 R II. CXS"kCm.UK y 1 IL &UK D01ANCf . u II Va Mite w. MMS t It. RlOAAC MPepl a rt0a8 I 11 M !01w mI / MRf•L1 m Mai COWL, m M relLOtta 171aS •lA u a ep I,Oddrs / 9AnLm0i m n OMA An f1Y1F r[./rmom mt [c sHFFr usr SHEET NUMBER C-1 COVER SHEET C-2 FASTENING SCHEDULE / WIND LOADING A-1 FRAMING PLANS do DETAILS A-2 DETAILS / SHEARWALL CHART A-3 TYPICAL DETAILS A-4 OPTIONAL PORCH DETAILS AREA FOR APPROVAL STAMPS aaMl k. s! D.r..n,.p wiyr ti.o.Y DOA FLORA —BMW MFG 3082 NE 24TH STREET OCALA FL 34470 F "cr: UTILITY SHED COVER SHEET ! GENERAL NOTES DON VAN GERVE. P.E. SPECMLTY SIRUCTLFRA1 DONEER 978-943-6869 D�e ALTEANATFOE$IGNSOLUNONS � r19GMOG TSYAiW iAYlapp�Yl06ml SEBW PRM0 R12 PREMIER PORTABLE BUILDINGS 317 EAST STATE LINE ROAD SOUTH MTON, 1N 38Y57 WAW.PR[MIERODU NGS.US MG NL. C-1 ., YAN •. f "•�� i fti9Ni s,,'w.BM iOMA�ENr`, W.W. PSI Approval 2018-05-05 FI��tENING SCHEDULE (2304.9.1 FBC) gag AREA FOR APPROVAL STAMPS CONNEm EAWJK 3 - COMMON (yI•.41311 1. U06T TO SILL OR GFOCR 38 3 - 'A.IJ1. NAL.S 70E-Mal 3 - r 14 GAGE STARES 7 - 66 CpOMN (bj'O.I71� x. BROW TO AOST 7 31. NAILS TOE-M EACH END - Q x - 3. 14 GAGE STARES ©' J rv\ 1 - �.: 1 SOIL RATE t0 UOIST OR aOO oO i6!0.0 3'.QI]1TUTS 00 e'Io% r 14 CAGE SURFS 0 12' a/c T1AGL LAC[ 1Mq /y rANick, 4. SOU R41E TO AS OR BODING 0 BRACED NULL PANEL 4 - ]'r4131' NAILS 0 IV e/e 4 - 3' 14 CAA STARES 0 16' o/c 9tKCD pHl PANELS isi �` _-• ��ll L�� I l� .a..r yeMnua u 1 TOP RATE 70 mo x - 166 (.!! A 167j 3 - J'A.131. 1UA5 3 - 3. 14 CAGE STAPLES MAD xu 4 - 86 COuu01N (71I•.4131j 1 - 3•.0.1JI' MARS 3 - ]' II GAGE STAPLES TO(-Nra e mo TO SOLE RATE ' - / o - / \ 1 '// Q /� ,r w.was ae°cc rvma4 ar•nm..l Al..r.r. r...ua. 1 -166 CPrOx (9I'r0.167� ;� ] - 3•.0.1JI' NAILS MAD wa Q 16a (9j•.4135% 0 xl• 3•.QI31• was 0 e' o/c r a cNEE SCARFS a e• a/c fAa wM 7. oE STUDS oua Case A i` was o ❑• o/c iTPTYPICALFACE 1*3' 14 GA 14 GAGE STAPLESo Ix' o/e 1411�•�` e. DOUBLE 70P PLATES a -16a rnMIDN (Si'A.167� ix r.0.1n• ,j c..w, AYJ' / Case B OCALA - NN1s r 14 GAGE STARES TAP SROE %' FLORIDA SHOP DBA FLORA-BAMA MFG 3082 NE 24TH STREET 1 - 3. COMaOx (71j.Qt]Ij 3- 3•.0.131' 7O(_Nk A Bl001NC BETWEEN OR TR165C5 GCAIA ft 3447D TO TOP PIAIL T PJOISTSPLATE 1 - 3' 14 GAGE STAPLES STAPLES d i r Y •` PRQ £CI.• UTILITY SHED 7 - 16a 61� �WILS 10. TOP RATES. LIPS AND INTERSECTION 3 - r.QI31 3 - 7' 14 = STAPLES rK( µy( 2� 1 y r' }/ :• S 11. COfNWMaiS WADOt (x) RECCS ✓ a -166 ODWDN (9I'.4167) 16' e% ALONG EDGE 17. OWN= HEADCN To STUD i K n y ? iz %. fi \din311j \ ) b , FASTENING SCHEMULE /WINO I-- 4 -8a COCOON (9J'.4t31j TOE-N4 IS BUNT -UP CORIfR SROS - >i \ r Ip (9F'.0.1351 0 24' o% r. 43GI ELLS 0 16' e% Y 14 GALE SUREST o 16' s/c 0 24' o% 0 16' e/< 0 16' r c%' DON VAN CERVE. P.E. SPEttALTY STRUCIUILLL ENMJNEER %J 978-943-6869 70a (1'A4197j 0 ]7' o% 1•.0.1]I' N1lS 0 x4' e/< r 14 GIG( SIM'M 0 74' o/c FILL AWL 0 TOP It BOTLOY STAGWRE0 ON OPP. SEES 14. DOUBLE TOP PLANS GabEe RDOf (} t 7° [�TT y ( ? Gable ('1J() (f O ; (f___ ALTERNATE N AUEANATf0E510NSOLUIIONS 7 -f06 COMMON (410,i9xj _�...._...�._20f. ®�+ : 1 - 3'.0.131' WAS FAU MAIL 0 ENDS AND AT EACH SNUOE 3 - 3. 14 LACE SNRLS •:UrIPC.NtriT .�!NJ LLA Ni UW: f%NGI� �,�%L1W A M Mk PREMIER PORTABLE BUILDINGS 15..ORT TO BOO J061 3 - ibo mM11N "I44167) 4 - 7'A.1]I• MAILS 4 - r 14 OUZ STARES r tt "NL EAST STATE LINE ROAD SOUTH FULTON. IN 38x57 )r AND LESS W317 14 at70D sTRM SUER0. RANDS AAN PWALL B04R7 SIIBLLOgl, ROOF AND TOIL Iji, is Ir MAL' IJL' 16 CAGL • mr4a w a rA K o0rrlim to s m Gam p6a woaY maa WWW.PREMIERRUBDIN(S IS SMEAU0NO 00 FRUMMA) W TO h* W OR NS'.0.t1J• me . A.m ar®a f Y. u t6ai 1r u NlOemrrt IilNra 1sm1 f a IIT]r! .4x IMa rl r Nple Nw wAa a am ppcawa lan rip wio[ rMo M.NleOa up pair Arai oo w REVISION DESCRIPTION 041E BY SINGLE BOON (COM6laigx 7. 16 GAGE WC6aN >m 2 NNM) rm as pfAprE WIONRIw 0 a CMUK o ai °are guefto0R-1NOCRAT1Ne11 TO rpmK) eE • LOAON w m I) ONa IN . ]SM1171 r2r4al5 wl rm n J(• TO 1• 10 OR 6? 11S• i0 III, • arnl lr _ YanTAfaF'oal; Ir rnlri . oropm a«a (r•rnm] r MPMOr w rnia1 SINGLE BOON (YWA AND LESS 6C 44tt: 4.30.18 17164 TO SU910gt-IROERAI4W 10 FRAYHG) I(' To 1' 6d W i0 1Y' IOv♦ OR 8? 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NO 16 CLL i I- III® a -Aa a n rY. a rmrmpl fnaai (OPTI0NAL3 c••r' �/3 (16 • ' �35t• ND. 11 GNU ROOFING ILL• _ n rmana l CID rY. a u- r Y. n Atum.a ancas Cal11el6r Nap INl atmi aoT - Y. a am f a ra[a4>w[ Mrraas rw m MflipG �9�f tali or fW? m COMMON I/ai (DISO.1311 W 16 G/U SIAPLLN . rmpo6 vaI 4•Y. A mN,rA wwmpl IAor oL �• t'<p a lo,^ otA' ''' a ''• PAONA'atz'• xa6 I FLOOR FRAMING PLAN -------------------t-------- INi--.. Rill 1 — 14 —0 Se16'-0" WIDE FLOOR FRAMING PLAN 1. NA9t Rl an art [ In9Dfp r R. i m riui['mr's no aO IS"♦ sc"N � nw"c aEout a "m o-s ♦ arormi amw[rEl®.iryr. s NA BuaC 41ur$ "o aAK rd yr w an �rtt anc tv n.a. ♦ am aru rNa"u[Jarffi z aca.lr �. ra rrm rmru locos br Rn r1[ r411 1"R .rpa5 M YnY6 "" [ faN Dd"l5 a OiRLL "" SQ w r analm n acxaa >Q ion l um o"c a sEn A•1 —arc omow 5 FLOOR DECK PLAN I I 1 I \L n ,—. �iSIDEWALL ELEVATION MI AYf: 1/f•fd ROOF FRAMING PLAN A -I — iX.— PSI Approval 2018-05-05 to >a IM vw A•] u r ,i 9 8'-0" WIDE w WINDOW i1ENDWALL ELEVATION A_1 !dc 1/r••r•r u Aa J m 8'-0" WIDE wl DOOR 9 ENDWALL ELEVATION A_7 fGt 1/r•1'd 10 —0 WIDE 10'-0" WIDE w/ WINDOW 10'-0* WIDE w/ DOOR 10 ENDWALL ELEVATION ENDWALL ELEVATION_ I: ENDWALL ELEVATION A_I [.YC t/M1r'd A-1 fGG iH'•r-r A-R v.n 1p••fd II II��IIiI 111�1��11� 10'-0* WIDE w/ DOOR 11'-2" WIDE 13 ENDWALL ELEVATTIION 14 ENDWALL ELEVATION 11 m [ia W1 A•A r rrn rd rrr 11'-2" WIDE wl DOOR 11'-2" WIDE w/ le DOOR 11'-2" WIDE w/ DOOR 16 ENDWALL ELEVATION 17 ENDWALL ELEVATION ENDWALL ELEVATION A_I Llt i/f•1'd A_i SGC/rtl'd A_I 1GYf: i/,'•1'd 11 OCALA FLORIDA SHOP 66A FLORA—aw MFG 3082 NE 24TH STREET OCALA FL 34470 vavt : UTILITY SHED rEOOR DECK FRAMING PLWS h TJETMlS DON VAN GERVE, P.E. SPECULTY SMOURLL ENGINEER 978 94S 6869 D�' AITEANATEAESICN50LUTIAtIS PqC T.YA1Wr ...N1NU�Yrp6mr EhCrdOW sMMY Nfl7NLM apt PREMIER PORTABLE BUILDINGS 317 EAST STATE URE RWD SOUTH NUON• IN 38257 MW RE4IERDUONGS.US 0AM. 4XIS PROJECT NW 17164 DRA".c er 3e D[ P. DYG A-1 fFy �PE a13010 Iw`; ,••�N�J/ONAtE�ad�: m 1a r{ r 12'-0" WIDE w/ DOOR ENDWALL ELEVATION A-1 YA4 r/r.l'd �1® A•II o 14 "" —0 WIDE w WINDOW 14'-0" WIDE w/ DOOR 2 ENDWALL ELEVA ON J ENDWALL ELEVATION A-2 fmc I/r.l'{ 17 j fv:/r•I'{ MIR 1i1!j 11■'li�[I 14'-0" WIDE w/ DOOR eENDWALL ELEVATION r lr lrv. rd Ir lrvl 14'-0" WIDE w[ DOOR 16'-0' WIDE w/ WINDOW 3 ENDWALL ELEVATION 6 ENDWALL ELEVATION A-7 Y.AL I/r.r-0' A-7 9an IH'•f4 1'111�1�[I11? -\ 16'-0" WIDE w/ DOOR 1 &O' WIDE w/ DOOR 16'-0" WIDE w// DOOR / / \ENDWALL ELEVATION a ENDWALL ELEVATTIION 9 ENDWALL ELEVATION A-7 v... I/r'.rd A-7 .e"•. I/r•fd A•i far: I/r•f{ rl[-oam9n uEs r.p SOLE./ fRa 9 IC J.>Q Slat S4IIOS fa YWrm C fdc K V IfEIW 00010E rt naa Am9 r/ I1 3Y n SVs.I ..a4 to SECTION IDS n SQY�la MIS 41 n �1 I01 MY Y 90.1 >. a rem.c YOBS[ fp u .rmam Mt rrtlaE ." PSI Approval 2018-05-05 SQ 4 S/41 la Irlrao�♦Idt �i m J Nnrlm� SH ARW 1I Que[7t BUILDING WIM OPENING MOTHS IN MAX. LENGTH OF BUILDING ENDWALL • Tly 11 I LP 5WRISICE PAME.7 ALULR UY owt Tft OS8 C-0' J•-0• Wx 7+'-0• 70•-w 24•_0• S-0' Wx 30'-0• n a' S-0• Wx C-w 22--0- 9•-0' 70-O' W-01 Ir-0• 12•-0• w-O 3.-o• e'-0' 24'-0' 9'-01 28-0' 17-0' 2+•-0• SW utt a_o• V-0' 10' IC-o' 0•-0' YAx a'-o• w.-0. w'-o• V-0' )D'-0• ♦ r'ioll9 ii.Y ✓r�.raE�iu r.�n vm vmwmlYs.fJ• L If J 9YR""6 9� 1[ RilOm IBE Y 0rp a m9NfD W n r y.wxu"n.mm a unma a 9[ 9JIa vac YaEas wu [ Y9D a 9c afr Itw u ."a IllLa a JYI .E s.l Iw ®pp a YIM1 lOitl d SuaE WIE . SLLW OSI Y W 0S4 Oi rQam Y r Ka.fc w uul 9rora .Loa . 9a w.x lm nw OO a w loml v e.vc ♦ w9�>oIE 11� Iri0•®y. wmomocu an�nmwo u/ IA nul.r la I.+n iw 3SD 0<J 9ttv®Y9 sIE III rA cv. n r a.cs OE w ow. 9m911 nnr Im InnoE fw .0 cus Oe) sv .0 a ® noa ca wmmm = u Y m If9 32 rA 9m CORNER Ii SKID TO JOIST DETAIL 13 CONNECTION DETAIL N WALL TO RIM JOIST A-7 TOIL I-I/S'•I{ A-2 4Af: I-t/!'•I'-S' A•7 IGIG 1-I/f.l'{ i�>Q lao a 9av rl .49 ra.rt MpWp .r fan ME L 1Q r4Yrf mNiS 101 Ml 1.19a0 SA wafEsm mxavwr L [7dIL1R1L rlx-naalm �•� -mw 11 SIDEWALL FRAMING A•i SGSC I/f.l'{ S �Y MUG = N.Ir+S G vvla sav9la i I.♦ W11C Sq [ wSYtlO S) f{ "a N.ml ArFll mf. a V Ma a9a. a S) rulr � � �GSLIE I�OEIISEbLL OYI O I[�1. "O a a1pA I Imo .0 a>b loop .0 s9E I RR 1�' la Ir IOIC a vl.¢ fl0� SNQ I9rna rvYm r 13 _ TOP PLATE SPLICE DETAIL 16 SPLICE CONNECTION DETAIL I A-7 /Y•Pd OCALA FLORIDA SHOP DBA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 Mar.. UTILITY SHED SECTIONS t DETAILS DON VAN G13K P.E. SPECIALTY SIRUCTURIE ENONEER 978-9+3-6869 DS ALTEANATEOESIGNSOLIfTIORS .SSN11Sut®D6pyMEm1 t)QWW S&Xff PFg1170 Rik PREMIER PORTABLE BUILDINGS 317 EAST STATE LINE ROAD SOUTH MTON• TN 38257 N'MX.PRELOERBUTION .S.US 9O N0. A-2 1-r nua>ol[ rro am fX 160 M >T6 Oaa S O14 Lalom .%L1Yw r y. nwy®mAnma yam ralammn mlvu m uuol ./ (0 Yq' Art a o0 n er klurYr: r am >odl OPTIONAL BLDG. SKID i11SOMETRIC DETAIL ma[ nt-oaAnm affi JK rm l n onus o[r .0 Rlc DOUBLE r.-INTRUSS DETAIL A-J ¢ - "A'-fw WINDOW 9 SILL DETAIL A-3 x.Y: au PSI Approval 2018-05-05 nm[am n aAx Ywcn k' ®a nnam aan.c rmo e J c m[oi ru f y.�rm La mm m[ v 1M w u lQY K I�.am toT[� J M.aK nua a am rumor./IY wf[ wwow o[s n>t•J� r w mesa mr n ormi (pram nor >m BLDG. SKID TOP R ISOMETRIC DETAIL eCONNECTION DETAIL 1�� oin a san A•1 aA-L ra Aa Jr Yarua a sow ur. i >a rimp.c smut rot Aa rum.a IOI K na [ Ya 4 06 9[Li. if ma l N.01 AN YIL01 O 1L'(Ll sac IY �� Nrm Irs L e'.A lm1-L—te`�+ WINDOW DOOR DOOR DOOR (2)HEADER DETAIL eHEADER DETAIL 1 HEADER DETAIL a HEADER DETAIL A-3 a... Y.LT A_y saL Yn T A-] r.[c Y.LT A_y faf Y•fT ros 1. acmaaan A-IAwrn An YOYaa a sow rot L � 14A)K 9ilDA! Ia Y r�K ra crt[ a >b 9m nuns a was mvuw WINDOW HEADER m WITHOUT STRAP DETAIL My nu: — MII rsu n.00 Itl as n Y (q n1Y1Y G OO Q RAQA V n f ENDWALL „ HEADER DETAIL A-J YNG Itu (.4 ,J METAL ROOFING SCREW PATTERN A.y sw I.1'X ,: HEADER DETAIL A-J S OCALA FLORIDA SHOP OBA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 PRJECr. UTILITY SHED TYPIfA. DEIA S DON VAN GERVE, P.E. SPECUITY STRUCTURAL D*HEER 918-943-6669 DS AETEANATEDESIGNSDLUTIDNS rnmmooeAmoam DaAW c SObW fFMW fM PREMIER PORTABLE BUILDINGS 317 DST STATE UNE ROAD SOLAR FUTON. TN 3e251 MWN.PREYIERWMGS.US "•. JJ,o.1,3 �p ` "•M �OMAIE� , a mleM Tua u laol w— >a oTva N+� roil oauno. wu.fml— rl nmr ¢mc.A M� •IT1T N Ul] p• od TC•I ,om 11LD• 1®• IUOI ll•A-� 1111�1 Him I'i �11111 '�ILI�II1111IIIIII1 11 ~f i1FL00R FRAMING PLAN 3 ENDWALL ELEVATION A.r — ✓ ---r PSI Approval 2018-05-05 I, I 5 kr I I I� I K Ir nmm namc Kra I I Ala m.pwm I r1 w R9 ppp WL 11 r Wr MYo %:\FLOOR FRAMING PLAN 111=1�lmlllml 11, i:. OPTIONAL PORCH s SECTION DETAIL MI ]ru: I-iR•-r-v A. r,—'\SIDEWALL ELEVATION frl •IYr uu a-wm u m on. Wr fq[ rama.sP'a3 1PORCH TOP PLATE DETAIL � �u Mr m¢ uuom Iv vwMaw stvoms ]w a ras] K rt venom sn a Iw �w�luc Wn•/Ol wuY o. vas .WurW •]r✓. f a ae IMr3 w rl MA rl MINI m]O• J p) 6W11r AIM T.)1' CM[ a0'f • 9 MD[ rm wnan POST TO RIM JOIST DETAIL A-1 2YC o-i/r.rd _ OPTIONAL PORCH AREA FOR APPROVAL STAMPS DBA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 PRgIECL• UTILITY SHED OPIIOIK PORCH RAW. SEMS k OETA S DON VAN GEIM, P.E. SPECIALTY STRUCTURAL ENGWEER 978-943-6869 DS AUEANAIERESIGNSOLUTIBNS MCC ,..- •RNir.Wi9PW1mG6ml SFR17L'ES PrtRS�D PfYt PREMIER PORTABLE BUILDINGS 317 EAST STATE LINE ROAD SOUTH FULTOK TN 38257 WWW.PREWERD"NTS.US cm 9C m NaA-4 9F 01, lure br ; W: f'•,f on,o,•.oii N 20/9 pk -toC )v%Sfmac' A / O "A I 0 5, �� /otf� iryn 4,"t mwe eAi'sP^5 g Was t� tl� (y 4?R/.Qv, j 5,, Z � 4'F'VC VENT P/PE X�A V WELLINGTONS ADDITION TO SANFORD NW. CORNER L 0 T 14 c, � 20' _ 0,• WELLINGTONSS ADDITION TO SANFORD NE. CORNER LOT 14 o V' WELLINGTON'S ADD/7/ON TO SANFORD LOT 18 8 Pe. 1, PG. 119 SEE NOTE #8 RECOVERED 3/8" IRON ROD & CAP PL S 33764 RECO VERED 112 " IRON PIPE 32' E. NO (DENT/FICA TION COVERED AREA 0.26 S/0.24' E. 6' WOOD FENCE N89 :36'13"E 117.00 � (P� r" 116.91(M) ' wF1 I w TON'S ADDITION TO SANFORD p 14' IRON PB.1, PG. 179 -CATION 0.148 t ACRES w S N,A/C PAD a �\ 22.8' o h 12. o' 1 STORY WOOD Z FRAMED RESIDENCE - q C 1428 c' s?sp \ 10.0' 28.3' o � ~ 24.2' On - LEGEND O � 1 J � oyo R11W.............RIGHT OF WAY PB..............PLAT BOOK PG PAGE oy�� OHUL............. O I ERHEAD U MI TY LINE ) .............GUY ANCHOR -0..............POWER POLE p .............. WATER UETER 0 ............. SET 518" IRON ROD & CAP LS # 3556, UNLESS NOTED 07HERW/SE .............. CENTERLINE cW N 1.9, W v N ATE 1 BY REVISIONS PROFESSIONAL ENGINE pEci e n g i n e e r s p I a Suite 1560 • Eolo Park Centre • 200 East Robinson Stre AUG 2 0 2a1� o �ti oTr WEATHER KING PORTABLE A HICKORY, KY 42051 GE_NERAL. NOTES: 1_'STRUC-LURE HAS BEEN DESIGNED IN ACCORDANCE' WITH THE 2017 FLORIDA BUILDING CODE (FBC). 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF MANUFACTURE, 3.. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS 4. STRUC"TURESARE CLASSIFIED AS `MINOR STORAGE_ FACILITIES" (RISK. CATEGORY 1) PER TABLE 1604.5-AND SHOULD NOT BE USED, FOR HUMAN HABITATION. 5. ST"RUG €"URFS ARE DESIGNED FOR LOCATIONS I HA I HAVE A 3 SECOND JViND GUST OF 160MPH FOR RISK CATEGORY I STRUCTURES PER FIGURE 1609.3(3) OFTHE 2017 FBC. 6. SIDING FASTENERS SHALL NUf BF.INS-f ALI ED IN PANEL. SIDING GROOVE,". IN E'I-IE FIELD OF THE PANEL, (iRINFIEN- THE SIDING GROOVES OCCUR AT 6UT EDGES OF THE SIDING PANEL. 7. STRUCTURES URES ARE DESIGNED FOR LOCATIONS THAT ARE NO r IN FLC)OD' AZARD AREAS. SFRUCTURPS SHOULD NOT BE USr7D IN OTHER LOCATIONS. 8 IN A',CCORDANCE £V TH FBC 1609 1 "2 STORAGE SHEDS NOT DESIGNED FOR HUMAN HABITATION WI H A FLOOR AREA OF 720 SQUARE FEETORLESS. ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY VVINDBORNE DEBRIS IMPACT STANDARDS OF T HE 2017 FBC. IN ACCORDANCE WITH FBC 1010.1.1, BUILDINGS THAT .ARE 400 SQUAREFEETOR LESS THAT ARE INTENDED FOR USE IN CONJUNCTION WITH -ONE -.AND TWO- FAN4ILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH REQUIREEVIENTS OF THE 2017 FBC. 10, ALL ROOF DECKING IS. TO BE'Xe," O.S.B. 11, ALL SIDING IS TO BE TREATED T i-11, LP SMARTSIDE PANEL_ OR 29.GA. METAL SIDING. 12, ALL FLOOR JOISTS ARE TO BE PRESSURE.. TREATED SYP #2.OR BETTER. 13. ALL. UN -TREATED WOOD FRAMING IS TO BETOBE SPF 92 OR BETTER. UNLESS NOTED OTHERWISE. 14-, ALL FLOOR DECKING IS TO BE %{' TREATED PLYWOOD OR %," PER`ORmAX 600 tLOORSHEATHING. FLOORING CLOSER THAN 18 INCHES TO EXPOSED GROUND SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE- TREAT"ED WOOD IN ACCORDANCE WITH 7304 12.E `: lb. ALL SKIDS ARE TO BE 46 PRESSURE TREATED. RATED FOREGROUND (. CN IAC't 16. REFER TO THE. SUPPLIED FASTENING SCHEDULE FOR FASTENING BASED ON CONNECTION AND LOCATION OF MEMBERS AS PER THE 2017 FLORIDA BUILDING CODE TABLE 2304 10.1, UNLESS NOT OTHERVVIS E. 17. ALL EX MRIOR NAILS ARE TO BE ZINC COATED. 18. STRUCTURE; SHOULD HAVE 30 YLA .{ RATED ASPHAL T SHINGLES CONFORMING TO ASTM 03161 (CLASS F) OR ASTM D7158 (CLASS'H) OR29 GA. METAL ROOF PANELS. 1,9. ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO TO RESIST WIND LOADS. ANCHORING OF -1 HE BUILDING IS SUBJEC? TO LOCAL.JURISDICTION APPROV.AL.. ITEMS BY OTHERS: THE FOLLOWING ITEMS_6AY BE. SUPPLIED AND INSTALLED BY OTHERS-. 1NESE ITEIV`:S MAYBE SUBJECT 1"O LOCAL. JURISDICTION APPROVAL; INEATHER.. KING PORTABLE BUILDINGS IS NOT RESPONSIBLE FOR "THESE TEEMS. 1. THE FOUNDATION AND TIE -DOWN SYSTEM 2. RAMPS. STAIRS, AND GENERAL ACCESS o. ELECTRICAL SERVICE HOOKUP DESIGN cRl rr-Rill; 1, RISK CATEGORY I 2-LIVE LOADS: FLOOR: 40PSF LOFT: 10 PSF ROOF: 20 ESE 3. DEAO LOADS: FLOOR: 4:ESE ROOF:5 ESE WALLS:s PSF 4. WIND LOADS ARE BASED ON THE FOLLOWING: ULTIMATE DESIGN WIND SPEED: 12017 FBC FIGURE 160.9.3(3)j V'ulf = 160 MPH NOMINAL WIND SPEED. Vasd = 124 MPH RISK CATEGORY I EXPOSURE CATF..GORY C INTERNAL PRESSURE COEFFICIENT: T,a mwv ono R;r i4ri 1?"tit YE i M,h,,l�gw.J @ C ae�Ad'sia `§ 4 V'6'.4 _ a xIVi , d4L�xn4<rs �• {gaxEIIss ,��r.ca.� Caaa 6''WIDE CCpi. = t0.18 OMPONENTS & CLADDING,: EFFECTIVE WIND AREA, Ae = 10 17 ROC F-ZONE I = 19.3, 30.6 FSF ROB TONE 2 - t9.3, -53.3 PSF ROOF ZONE 789'SF VVAL L, 7ON 4 s db 3 PSF WALL -ZONE 5-33.5. 44.8 PSF EFFECTIVE WIND AREA 0.e = 20 F"F' ROOF -ZONE I - 17.629.8 PFF- ROOP ZONE 2 17.0 490 PSF ROOF -ZONE 17.6, 73 7 PSF WA _-ZONE 4 = 32.0 -34.8 PSF VV.A_L-ZONE 5 = 32.0, -41.6 PSF- ROLL TJP DOOR: DESIGN. PRESSURE_ ()A 33.2 PSF JOT-: C&C WIND PRESSURES SHOWN MAY BE REDUCED FOR LARGER AREAS AS ALLOWED BY CODE. 5. CONSTRUC'TION T"YPE: V-B ttttltltit Fifllllfffrf L. 'Vol "", 'RID'& --W1Nff=%=`^ MP''--FB' '017 LO"ED BARN-FLO" A _ k STATE ] ,T ' .. ..,. Approved by Plilllip E Robbhts Florida PE-49076 ,� �> r f�. /'cb'Ww,...�. 1�"). Weatherang? NRoecc'r No: SHEET. NUMBER 1p� ..� Jw. 1!!A DATE: 11-15-20I7 P/` Wn' 9v: KLN cHeCr.EiisY: KLN _. i ��rrnrrlFnlFttt ff-tS�f? - -y PlanEo� Dat: PER172064.i2�1-17 PORTABLE. BUILDINGS SCALE: NONE ` �_v€sloN: FASTENING SCHEDULE DESCRIPTIONOF BUILDING EI_EMEN'I I NJMREF; 1711D TYPF.O(- FASTENF_R..-SPACINGAND (LOCATION ROOF FRAMING 3 fl COA MF`N( nl3t'j .H '1CIU+1.. 9FP lFEN CEI'M :_ISTSOR R, fif}iS TU TOP Rl k.. ..R CT P. FRAMING, r, ,T.i:tt JA:11; '.EA(fi FND,.. TCiE JAit. 3 3' 14 GAGE STAPL. $ f,e' CRONN- EACH ctiL .fNAIL 1 L(:GI(.N T/: F41-111R NO' A 1 —I.; T i t CW ""A,(.S 'LATE 10PA T-It, —*-- GNMON V '- IGZ ..... ]] C 11t VJLS E!JC) N k 3 3 11r4. STAPLER IJ�R 71E 10 R.T -- NI N' 1EES IJ iJGSI F.4rNA11 - 3 164 BOY, (J 0 13 G 1AMFRT-TOP MATE 4 3' all JAIL -- J FILI:iG JC 'TO GP P.n.E O'f , 1 T y13 1 Ait SZ1 -A HJLT TJ: f!(•.iL 3 x' I,ll CrAGE STAPLES..._ _ .._ _ _.. € WALL FRAMING 0 O JA101J (V f 6Z.1 1A F NAIL T,C /l>" L T�.T'.3R F YA I AJF, •'1 iJJ Y 3" U'29- lIC i.1"N. C A__N., j 1 1 AC T\PL S .._.. _.. _. __ .... _.----- VA't I J TO ST JD \ IN JC: AT NTcJ-SE�TIMG Ih'I tG S U ! i� 4C J L BRI LI. Lt '.COR t_fiS (,l . Rn(,E I) V A. ANE.LS) .... ... .... - a V Nf IL IA CIA-1 . ' /s �,f,U „V ACT' 4111 D JT NUO - EA.D4 R TO STUD- - iw 3OX l 1 t Od col •?CIpA U.m I.i J.G. FACE. NAIL. .... ._.� 'JP?LA?E iO T()P !'LA"'f-. U S(Y 1' I1L.Nf IL: t1'0.:. 4r.CE. NAIL . _3. 14CACE STAPLES./;"CROWN FASTENING SCHEDULE (C®NT) DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE Or F-ASTrNEk SPACING AND LOCATION _._..... ...... .__ ................... ....... . ........... ._........ __..._._.. - WALL.FRAMING (CONT.) B '1 ':JF AH'N 11f - ..1.> i ('t }:SkDF OF ENC JG!JT fADFNnrL T:F PLATE t C'Cn PLATE,AT END JOIN',+'12 � - � x0.t I rAL.S (M N;MIIM 1r Inr 51 I.E LENC",T4 III :3' 14 3A.au STAPLES, 5- „aCN: fJ .AC1 S7CE of 'r 1..... 16d C01MON 1 0 52 O C > C NAI BOT, I. GTA PLATE- DJC'IST RIM jOIST. 5AND JCI.,T, OR. - 1 j <(3 0 ) ! 8; oCI,JNG fNOT AT 5 d1'_'M NALL PAJ4FL.; ! I' AILS 1T O.C.FACE _NAIL S .C. STAPLES, S /'CRONTI 716,i cc,,mom (5 ' G i Z') R TTON FI i 't.Fl i-i 1 C T P.AIJC ICIST III B JCKING i I A. U tP..1 P.IJELS) Ct 30 (31 Ui � J ] :,1J AIL ifi JC Fn..'"Nnll _ J.CDMMCN Uld Soxi f 9) TOENAIL At Ll "�E TG'Oi`G23G^pfd FL1TE �- �� 3 a TOY 3 1)B j T. 1 wl 5 Y4. 2 -. TAF FS : n'tJ R END JAi. -_ ,Nc! o73h ateaJ - _ '_XTc4 LAP5 AT:; ft.I..RS A^'L) "-f R F IJ>;3 ii N i S FACE NAIL ':+CJ TAPF .' R .. _.._...... .. _ _ .....I f FLOOR FRAMING � ............ JS- l (J ION jDlsT;l 3A0 1?J4fF IfPI 5, CROW!1 CJEI .LL, ! 3 6 g" _. Jf it AI i ..... HMI�TOP TT`O'A' PANI1 m n T,0:0E aACr. r F Cx J .'-.:.1 'NAILS ENDS AND Ai F�1 'SPLI(:E FAOF -3' II' GE STAPL=S.-' ,._ CROWN 1151, 70knION (1. ' U.1 J ,1I1TTJ9,D.JCA3T OR RWJoIaT IS,i S ,-3VNAILS 20 END NAII : l GAGE STAP_FS. ' CR:�'trN "R1D'--W1ND=160 M'H--FBC 2' 7 v\r:F CSC, .2Lou"FTED BARN --FL A r ul * Pto.77269: ;• ,�. ? """"' _ �. PROJECT No: SHEET NUMBER S A P DATE: + 1.15-2017 'AA �Ct{ Approved by Phlltlp E Robbins °•.,�C?R1�P' t' 4 Florldla.PE-49070 her KingCrzA)NN PY' KI_NS-01-LB ,i;H EKED FJY ((LN , r ass, i. - F�fl3n No,.Date ....--PORTABLE air nru,„nuL it - I!r,17 ., - PER172064 12-91-17 PO RTA B UIL GS RE1ns7o7N: SCALE: NONE:. I FASTEN|NG SCHEDULE (CONT.) DESCRIPTION Or BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACITIG AND LOCATION SUBFLOOR. ROOF AND INTERIOR W ALL SHEATHING EDGES INTERMEDIATE SUPPORTS (INCHES) (INCHES) ID EXTERIOR WALL SIDING SIDING .~~~ . ��."~^~="~.�~'^~"° LOFTED BARN--FL0REu/'A--W1ND-16^ MPF1--FBC 2017 No.77209 PROJECT No SHEET NUMBER STATE OF Approved by plijill bblrm Weather K ong ATE: 11-15-2017 S 0.2-LB DRAWN BY: KLN "HECKEDBY: KILN PER172064 I�W�1-17 PORTABLE BUILDINGS SCALE: NONE ' o=MAX LENGTH (I`�WIDE) z�o w^x.Lswur nmrwme OUTSIDE 4x6 TRTD SKID BUILDINGS ONLY) INSIDE 4x6 TRTD SKID OUTSIDE 4.6 -RTD SKID BUILDINGS ONLY) TREATED RIM IOIST C T. 20 TREATED FLOOR JOISTS 16" O,C, MAX. I& VVIDE) (TYP) ON (SPLICED JOISTS ARE NOT PERMITTED) TYPICAL. FLOOR FRAMING PLAN "FEE") BARN-FLORE ' --WIN' =1 MPH--FBC 2017 L Lu' Ul A u bV SHEET NUMBER STATE OF Approved by Phillip E Robblid, Florida PE�,9070 ORAWN BY K! - N -1.0-LB i n g S Weather K Or- 17 PER1720r,4 1'2!fl-17 PORTABLE BUILDINGS REVISION: SCAI-E: NOTTO SCALE | 92''-0" MAX LENGTH (11,'•2" WIDE) ........ ............... ...... ..._..---- -- 20'.0" MAX LENGTH (10'-0" WIDE)„ :$--� PORCH _ 2x4 STUD WALL TREATED RIM JOIST ABOVE. /' ` (TYP) I OUTSIDE 44 TRTD SKID - L— - ' ._ (REO'D FOR 11 ,_2"WIDE .. 1. _..... ...a.' -' --- _..- ---' - f \ BUILDINGONLY) E INSID:` 4x6.7 P.TE, SKID of _........� ....... �� .I OUTSIDE dx6 iRTtJ SKID — --- ... .. ._. ..._ f 1 .__ —� —+ _ (REQ'D FOR 1 2" WIDE. SPAN OF TRT_D I �� ; f I I ji BUILDINGS ONLY) PORCH DECKING ...._ _._ CONT. 2a4 TicATED FLOOR UIS'iS 3 '6 O �; MAX (6 VIDE) 4x6 TRTD POST \ _ ABOVt (IYP) - CONT. M TREA D FLOOR O ST,S L 5 Q C. MAX iG & . �I'-2' tT/IDE}. NLA _ (SPLICED JOISTS ARE NOT PERMITTED) SJ.[ 4PPR yra TYP bocor, I LOFTED BARN CABIN FLOOR FRAMING PLAN SOPTIQNAL L IV"t�ANSuiSigHp� Ill L02" ED BARN-FLORELIA-410=160 Mr"'--FBC 2017 ,j, .' No.7*7203 PROJ=CT NO: SHEET NUMBER - STATE fi7E. 11-15 7-_ U17 . � •.. ,�, Cjp � Approved by Phillip 8 Rob6lrts ,' 'v'•i.��,�rN.a.:.pu.t.ntO�c�S�"M�SfQ ! >"�t,3. - t7 „p. ,,,,, �Y�......._... ota H� KLvFFloridaPE490070 FCKF�3i: KILN t-LB Wea" Kin"g" Plan No. PORTABLE U .Y H k[vlstt.ta: SCALE'NOT TO 'ALE PER172064 - i r 32'-0" MAX LENGTH lit'-2" WITE), - - 20'-,0' MAX LENGTH (10'-0" VJIDE) --_'---_ . _.... _-__. ..._.... ............... ...... _.___..._ __......_ 6 I \ _ TREATED RIM. -joist x 1 :TYP) T OUTSIDE 'REO'D F OR 1 -2"D SKID BUILDINGS GNi_Y'f C I 7T _ i ! I I INSIDE 4x6 TRTD SKID 0. u 1 I f i k / -- '-1 f __. s'[ I _ i OUTSIDE 1r5T21':D SKID 1 �--.(REQ'D FOR I (-2" .r^JIDC BUILDINGS ONLY) 3 I K ?I ....._ I OPP _t 2.4 STUD WAL: �\ 4x5 TRTD COST ABOVE (TYP) CON r. 2r4 I TREATED F( OOR :OIS fS L 16" O C 0. AX (d"v` IbE) i - A00`JE ( IYP) - -- CONT. 2r6 TREATED 1^..OR .;GISTS 10' O.C. MAX {10'8' 5 3,11� (SPL ICED JOISTS ARE NOT PERMITTED) SPAN OF TRTD PORCH DECKING - 12'-0 MAX PORCH �... SIDE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIONAL) I ! I 7 I u � yle yyyrtEitEftttprr FLU'RI" -WIND=1^^ M '-''--FBC 2ul LOFE' BARN UA�, 77209 I _ *-.•cJu,rNa SHEE"NUMBER LY' O �� ',5Tr4�fttrJPtEFOitlOP- yt.y,•a +�� — - .. !J�w�5.� P"t'6"„�"' IAT-: _SFA7F w 0?7 OF Approved byPhllip ERbbins DRAWN KLN tICCCESf' m Weather cFFloridPF-190 Il King H,t4-1 PORTABLEBUILDINGS scAl_E NOT TTosCwE PRi72os42�-17_— I X .... .. .... i ' 32'-0" MAX LENGTH 2.41 STUD WALL ' C$ t --_ ABOVE(TYP)OCUMEN- ' c c32 , IT - OUTSIDE 4i;G Ti?TC SKID \• •� ! f I `jt INSIDE4x6 TRTD SKID { i I J 1 SPAN 7P TRTD ✓ I —Y—� - - k -- 1 j-- OUTSIDE-4zG TRTD SKID PORCH DECKING II I j TREATED RIM JOIST 4x6 TRTD POSTABOVE (T-YP) -' CONT. 2xc TREATED FLOOR JOISTS . 1E' O.C. MAX. (SPLICED JOISTS ARE NOT PERMITTED) DELUXE LOFTED BARN CABIN FLOOR FRAMING PLAN (OPTIbNAl...� ......rr,o„u,,., i4 f�N NLu"'FTE"' BARN--FL0"`RlD'--WlN'u=160. `10EN5�Y�1i .`N SHEET NUMBER STATE n1TE. 11-15-2017 0 Approved by Phillip F Robbins — • -�¢aw Pr.ORI Florida PE49070 Weather KILN -1.3-LB ...... .. V King CHECKED eN':KEN PORTABLE PER172064D21i117SCALE: NOT TO SCA(_ _._......... _ 32'-0' MAX LENGTH OUTSIDE 4x6 TRTD SKID TREATEDRINI JOIST LOFTED BARN w/ ROLL -UP DOOR FLOOR FRAMING PLAN (OPTIONAL) LOFTED BARN—FLU'RIDA—WIND-46-0 MPH'--FBC 2VAT&17 PROJECT NO: SHEET NUMBER ORO 01 KLN S Lb RFVIEdGI Weather King, PER172064 1)MI-117 PORTABLE BUILDINGS SCALE: NOT TO SCALE n�ww m�0"MAX LENGTH (.10�AIIDE) \_ TRUSSES AT 24"0"REFEP TO SHEET S-,` FRAMING AT 4 INCHESID EDGES AND IN THE. FIELD ';�14[fN THE FND STRIP AT EACH FNDWAI.J.. FOR ADDITIONAL INFORMA'ION, ROOF FRAMING PLAN ROOF SHEATHING DIAGRAM LOFTED BARN --FLORID LJH --WIND=160 _M" '-+B4O2", f%017 SHEET NUMBER OF Weather King�,-- S-1.5-LB CHFCKPD BY: KILN -- 3° OSB DECKING W.. -- _-- -;," OSB DECKING All ASTM D3161 CLASS F OR ASTM D3161 CLASS F OR. ASTM D7158CLASS H ASTM D71,58 CLASS H % - ASPHALT SHINGLES OR ASPi{AL.T SHINGLES OR SHOP BUILT TRU.,S. C�?.24" D.C. % r 2ii-GAGEI�4ETAC.ROOFING SHOP BUILT TRUSS Q:24" Q.C. % 29-GAGE METAL ROOFING SEESHEETS2.3 FOR -�, (REF NOTES) SEE SHEET S2.3 FOR (REP NOTES) ADDT INFORMATION. -'-\ I ADD'L INFORMATION. •'� i / O58 DECKING (u: LOFT AREAS. \ OS6 DECKING � - i @ LOFT AREAS. - ---- - ----- 1/ i- PROVIDE CONT. METAL---_---- DRIP EDGE Al EAVES_DRIP PROVIDE CONI. METAL EDGE AT EAVES 0 GABLE ENDS, AND ! AND GABLE FNDS. REF. DETAIL 3/S-3.0.(l"YP} - _ REF. DETAIL 315-4.0 (TYP) ._ ••- .._ -- „_...__._......_....__ 'Lx4'S i13D5,�ra_),tfi OC. 2STUDS !d+ 16" G.C. `_. -I\ PROVIDE DOUBI '" •� r.4 DOUBLE i ro 2x4 LOFT JOIST STUDS AT WALL SIDING ry i \2x6LOFT JOIST _PROVIDE STUDS Ar WAI L SIDING s " ` \ @ 24" O.C. VERTICAL CAL SEAMS - (c_% 24'- U C. / Ct c / ERTICAL SEAMS :a- TT 11 SIDING, X� -y f1-11 IDINL": - "' / I P SMARTSIDE `7 I la. LP SMARTSIDE PRECISION SERIES ', `, - DOUBLE I "' I PRECISION SERIFS F DOUBL 190 SIDING. OR TOP. PLATE i i TREATED PLYWOOD OR j I 90.SIDIMG OR IOP PLATE - I .; -I Rf ATPD-PL'ONOOD OR 29 GA METAL. SIRING F ERFORMAX 500'. FLOOR 29 A M1�iFTAI_ SIDING I PERFORM AX 5DO FLOOR (RFI NOT ES) ,., ; �� DECKING. I (REF NOI ``-S) _ DUCKING . 2) 4xS TR D SKID XXX c Ia4 TRTD FLOOR JOISTS '- '• 2.6 TRTD FLOOR JOISTS n I6"-0.r' MAX (2)40 TR FD SKID ..✓. rz 16O.C. MAX 8' WIDE 1.0' WIDE NOTES OR METAu f1ALLlRj0F PANELS: t)-METAL WALL PANELS WI 4 THE RIBS RUNNING HORIZONTALLY SHALL BE ATTACHED TO OSB WALL SHEATHING PER DETAIL 4 ON SHEET S-3.3 AND DETAIL 1 ON SHEET S-3 4. WK 2) ME FAL WALL PANELS VVITH THE RIBS RUNNING \ EP.TICAC LY SHALL. BE ATFACHED TO 2x4 GIRTS,IN ACCORDANCE VI Tsi ;' fir! u� DETAILS 3 ON SHE:E i S�-3.3. y EL 3}METAL PANELS ATTACHED " DREG Z WOOD f=RAM€NG `"` Doc m ,,? SHALL BE. ATTACHED IN ACCORDANCE WITH DETAIL 3 ON SHEET S-3.3 NOTE_ REFER TO FASTENING SCHEDULE ON SHEETS S-0.1 &-S-0:2 4) MIETAL PANELS ATTACHED TO OSB DECKING SHALL BE Al TACHED I FOR MEMBER ATTACHMENTS UNthSS NOTFD OTHERWISE. -'N ACCORDANCE WITH DETAIL AIL 4 ON SHEET S-3 3 BUILDING SECTIONS I I �\l11 111f 411Ctkf1[8Y L r,FTED BARN--FL0RlDA--WlND=10^' MR' -FBU' 2017 S�11,--1 !:. v v w * ; No.77209 * c PROJECT NO: n * ❑ SHEET NUMBER '. ST!\T'E-rr t-1.5-2C17 4✓ Apnrgvrrf by Phflifp E 2nF,tilnsP++ N y r� K I O '�; �Fforlda PE-4900p70Weather K LN �_ Lt� KFU31:�Kt.N S-2.01B f+rrr+urlssltni+` Plan N.. "a PORTABLE BUILDINGS.F vl,:,�r�. SCALE: 1/4" = l'-0' gyp- rS- i7 PER1720$4 12-71-17 !. i AS "TM D3161 CLASS ''.F:OR. ..- ASTM D7158 CLASS'..H- r ASPHALT SHINGLES OR -_ NOTES F0R. METAL WA�_L ROOF PANELS: - ` 29 GAGE METAL R0(7FiNL; - 1).METAL WALL PANEL' WITH THE: RIBS RUNNING H0RIZONTALLY - SHOP BUILT TRUSS @ 24' O.C. f i _ ((REF NOTES,. SHALL BE ATTACH l7 T O CSi3 N1AI L `;HFATFfING P R ry I SEE SHEET-S?_.3 FOR - - - DETAIL 4 ON SHEET S-3 3 AND DETAIL 1 ON SHEET`-3A. ADD'''_ INFORMATION. j s" OSB DECKING 2} ME TA WALL PANELS `NITH 7"iiE RIBS RUNNINGVERTICALLY .. @!:Oi'l AEZERS:. SHALLBE ArTACH_.D-T0 2x4 GIRTS IN. ACCORDANCE WITH 1 �.. i .. . _..—._ i � DETAILS 1 AND i Q'V'.,.. .HEET S 3 �" PP.OVIDE•CONT M TAL 3T METAL PANELS ATTACHED ACHED DIRECTLY TO YVOCD FRAR-IINC i *` - ---- �/ �• HALL BE ATIAC,H DTN ACCORDANCE WIFFI DEIAIL 3.0N I LETS-3.3 DRIP EDGE Al EA ES AND CABLE END 4) METAL. PANELS ATTACHED TO OSS DECKiIVG SHALL BE ATTACHED % . R F LE. Ail l S 3 O'(TYP} IN ACCCP.DANCE" WITI i.DE€'A€L 4 ON SHEET 5-353 2x4 STUDS '@ 16'-O.C; E PROVIDE" LOUR! E - I ' 2.6 LOFT JOTS'i' j STUD -SIDING WAL SIDING - - - @ 24" D.C. x, VERTICAL ~LAMS 1 11. SIDING, / PRECI., ION SERIES -,.� �.� D0UBLE - - _i3fJ SIDING, ORTOP T'LATE: - ) I TREATED 29 GA METAL SIDING -. PLYWOOD OR - - E 3 PERFORMAX 5C0 Ft OCR - i - (RENOTES) - - &.. : ( DECKING. -. f)K x ' 2x6 TRlD FLOOR 4;Rr, TRTD STUD -�� q. I'1S1s`,r 1.6"O:C.&9AX - c-- ............ f.. 1'1`-2�VVIDE " l x n� 10 I NOTE REFER TO FASTENING '-(CHEDULE ON SHEETS S-6.1 &-5-0.2 - FOR titEMSE R A -AC IMEN"i S UNLESS NOTED OTHERWISE. I atJfLDII I(3 SECTION L IV 01�7 LOFTED BARN-FLORIDA-410=160 MPH FB 2 t yllE46ki F3FFItPg°g,f . - i PROJECT alf'. s it : hd rar "!1-"!S-20i/ r ' SN"ET NUMBER xy . STATE Approved by P!i!lil F. RoF,Wpa iI rO �c OF P, :. . Flor.da PE-49070 � ..� �z .. � i'R, �+ H KLN. ! QRiO , � � r- -- :} - - -SH ,k nnv:, KLTJ S-21-LB - q µ Plon No... -._Dat - i °jdrFrakaFncktpxld' if- f� PER172€764 U T1 17 PORTABLE :RF a r. SCALE1i4 ;' f}' ------------ _.__-------------- -_-.... _..__ _ _ _ . __ _ ROOF TRUSS,- / r TRUSS -:.RUDE T Sa REFER TO DETAIL S 5 OP! i - REFER 7C DETAILS ON cP 15" f1 SHEET 53 1 FOR STRAP- -. y„i` -- , 2x4 STUDo(a' 10' O:C. SHEET S3.1 FOR STRAP —.\ — I •�. - k{ 2x4 STUDS „.. A IACHMENT. (TYP) •� _ f i ATTACHi-AENl..(1YR) / _ B _ DOU hFTIE-TOP PLATE \ it ( DOUBLE TOP ?kAT:: FROM THE SIDE WALL 1 (A M1AE-(AL f l i%" - ;6 GA METAL l I \ �. '_ OVER THE END WALL. PLATE - �.__ I. BRACING STRAP ..._. Br ACItdG STRAP......... (NOT REOIJIP.ED FOR - AT EACH CORNER.. (NOT REQUIRED FOR WALLS SHEATHED HALL SHFA-l"HED WITH INOOD SIDING \ I' WITH V OOLI SIDING .1 OR OSB S_AFHING). 4 T MAX : `\�� DOUBLE TOP PLATE OR Oi 6 S 1. Al HINGE (tYP) OPENING (TYR) _ � q i REFER TO DETAIL ON - { -- SHEET S3A FOR STRAP - - I A TAGHMEN f (TuPJ ATTACH STRAP TO EACH /r STUD VVI (2i 8d NAILS Mi IN. LAP THE TOP PLATE \ PROM IHE SIDE. WALL. OVER THE END IN ALL. PLATE A, EACH i CORNER. REFER TC UEI AIL 4 CN. /— SHEET 34 FOR STRAP j' ATTACHMENT (TYP) & WIDE FRONT ENDWALL 11'-2" WIDE FRONT ENDWALL -i<rxlP Russ (10' WfD'E SIMILAR) 2x4.S:FUCS c1'16 O.C. - ?;;1, .UDS_ty 16"O,C;. ,._.. ROOF IRUSS X REFER TO DFTP L ON `Z ER . O DETAIL AIL.:" ON �M SHEET S3 FOR STRAP _� r" \ - SHEET S7.1 FOR,STRAP ATTACHMENT, LTV P) �, ( ' DOUBLE TOP PLATE Al"TAGH AEN [:'(r-YPO •` vI) V--DOUB; F.i OP'i°i_AIE I OPTIONA V NDOW t � GA METAI I{ — t);i' 6 A METAL (I 38`�CdIDE N'iltX YP'. 3 I6` RFtA('f�IC TRA: 4 - 1 ;,,,F "a c. BRACING STRAP (NOT REQUI RED FORJ\:� �E :''�ST� -- NOTREORIReD.FOR - WnLI S SHEATHED D j !� -:..� � �" �. €�.� .. MALLS SHEATHED . LAP OF PSA l=- �°. ,... LAP'FHE TOP PL a3E. [t t H N DOD StC€NG i 'WITH '^(COD SIDING FROM THE SIDEYVALL � E [[ �I T FROM �-1 IGk=tJAIL COR OSS SHEATHING'. - OR OSB SHEATHING). 1 O;'F-R THE VAALL PLATE l 1 OVER THE END l< ALL PLAT ' _ 7YP n _ (T. { ) , AT uCH CDR. tER. - :YPJ ,. :.A .� i.—� _,I I AT EACH CORN EEc. REFER TO DETAIL 4 ON REFER TC 6E iYIL 4 ON ' RSI F I II ' SHEI Sz1 FCRbR1 i _ Sk'6ET53.1 G .z RFC' f.A�' i ATTACH STRAP' 10 FA 'rf // I ! i i� AtTAGHfuENP Cfl'P� � ATTACH STRAP TO EACH I :i �I E € / _AT1AC:HME€JI (l'(i°) rU Pf/ (2) Od NAILS M1N. —/ STUD VVI (2) 8d NAILS MIN_ I TYPJ jT're} -- _ T WIDE REAR ENDWALi. 1 V-2" WIDE REAR ENDWALL. (10' WIDE SIMILAR) g8o54845flRRRRR4ReffPPfPP _ ... 1 qLOFTED BA RN' SOCa Cvi MPH--FB' 77209 STATE a : A{OProV3['1 by PltflliFi.G r:obL;Ins PRO F T N ... SHEEI NUMBER OF Florida PE-49070 W:_. = N ar:' KILN n t i 17 S-2 2-LB `. l H cK[ U 6Y: KLN' Plan No. , SCALE: NOT T O�S, AI_E; PrrPPurnassReS+mt€ PER172064 12 11-17 P,c �I:.lON: II .... l � b 0'_M1AX OPENING � �[ I i C EREF2AE NO ES',; - - 2x4 TRUSS 2x4 TRUSS " .,_._ N1Eti•18ER (TYP) ME Iv1BF..R ('l,P) \. 2x4'TRUSS _ 2x4 TRUSS- _ '� E'., 1. REFER' fO SHEET S 0 FOR DESIGN LOADS. \,\ �_;? )r _ l PLATE (l"YP) Pi ATE (TYP) 2.-MAXIMUM TRUSSSPACING =24"O.Ci o 3. TRUSS FOP CHORD SHALL. BE BRACED `Ni STRUCTURAL WOOD T ! SHEATHING ATTACHED DIRETI l TO TRUSS MEMBERS, =' �'/ 4 ALL TRUSS MEMBERS ARE TO 3E SPF k2 OR C FTER: , \ S NOTE 10 .:>_ \ !/// SC JGTC 1(}. 1 5 1RLISS PLATES. ARE TO B -'.A AINIMt M OF 20 GAGE. (MI 20) 8 l)' ..�.i _11 /,•: NYDRiAULICAL_f'PRESSED IN PLACE EACH SIDE O€ TROS5�. - Y -. .. ...... ....;y - - I .._:. _ 1 c REACTIONS .LUE TO 4YfND:AK.- BASED ON NIVVFRS END ZONE t,'AC REACTIONS' - MAX REACTIONS PRESSWJf E ,. INDIVIDUAL MEMBERS DESIGNLD FOR ZONE 2; - HORIZ: 122LBS, - HCRIZ.. 1251.13S. 00MPONENTS AND CLADDING VNIND Pitt SURE. NET UPLIFT:.. -185 LBS. NET UPLIFT -270 LBS. GRA `ITY: 252 L€S. GRAVITY. 352 I_BS.. 7, DEFLECTION MEET,S U24LI LIVE LOAD AND U180 TOTAL LOAD. 8' WIDF LOFTED BARN TRUSS 11'-2" WIDE LOFTED BARN TRUSS i 8, LOAD DJKA:T:ION A3JUS, VIEN I FACT .""_._..... -.-_ I� LIVE: 1,25. - l 'WINO: 1.60 - - I j9. RFLPE.TITIVE-MEMBER INCREASE: 1.IS 2x4. 1RU S MEMBER (TYP" 10 HORIZON7AL H!RUS1 1310 BE RIESISIED BY OFT JOISTS, 21.x4TRUSS- .. REFER 70 HI- -TS 2.P. -,91, AND S.3.0 FOR LOF- JOIST SIZE, ` j PLATE (TYP) AND: ATTACHMENT ENT IN.CORMATI111, '�` ... i. / '•- i. SEE NOTE 10 c -- --10.,0•1 ----- MAX REACTIGNS p ! FIORIZ: 121 LBS. NET UPLIFT: -238LBS. GRAVITY: 315 LBS. 1 O* VIDE LOFTED BARN TRUSS 0, --FLORIDA-410=160 MPH,--FB' 2017 LOFTED BARN ' * No.7#724 ,� _. - ' e is r -T NO; . f . "5-2U17 SHEET'NUMBER, - STATE „ Approved by Phillip E Robbfns ' )Ntw BY: -49i70Florida PEWea. KI "KL-2.3-LB D, ilan _ SCALE: NOT T7 S(^ ALE' 15-17 PER172064 -17,i srI f ATTACH SIDING TO - - WALL FRAMING - CUNT 7x: TREATED RIM BOARD' N 8J NAILS (c� G O:O. ATTACH C}F-1"JOIST /. ..? , OSB DECKING. <-- Wr 3 `JAILS(y 5 (^J I O.FSRIDGINC3 !- IN FIELD & ALONG - & (3), 3" NAILS TOE NAILED INTO SKID - TO TRUSS vvf / (5) 10d NAILS ;,4 N •`` EDGES. (S ACE NAILS - AT 3" O C AI ONG i.',) 3' NAILS ii - \� -- LOFT JOIST PANEL DC'ES A7 r_THROUGH: - (,) NFT'AI DREPEDGC, —� _ f FLOOR JOISC 3 3 7OEI�1A€LS t BOTTOM. - :� ATTACH TO ROOF EENDWALLS, I - INFO S€C€D+ ' ST/tE3L CS .� I. t. INTO E�ACH'S 1 UD � � � wf 1 x V1MPS �N NTd1NAll��MIN .. e ... % . IN EACH END OF THE STRAP ` �—'--..--_-----�� (.ONE -(RIPPED)2A/ %�€ ANDNAIII O'VALVTOPP AOEND � I (3) 3" NAILS - '-- -"— s. ^`� - wi (2) 'NAILS IN FO =' ( � INHCN TRUSS DOES NOT _INE � CONT 2A FRTD EACH TRUSS j UE'littf'H A'MALL STUD 3ELJ'N. BRIDGIN( Nl _ U n - SKID REF QEIAtE.: 915- 3.t] FOkt AN (5) 2" NAIL. S N --z• ;n T n 1 - TOE NAIL TRUSS JC.I T j ALTERNATE C]DOVVN PTIt'.N I FACH SC) G" z 1 TO TOP PLAT JI IN I I U OF THE METAL STRAP. TYPICALDETAILA) 10d NALS MIN � \ t@� _ DOUBLE TOP PLATE ROOF TRUSS •, l / 2-FLOOR JST._FO SKID DETAIL � T 3-LOFT EAVE DETAIL: - - V, DOUBLE 2x T (TYP) - =NDV�AE€ Ha AFX. F(- `.� TOP PLAT: i dFUL (¢ JPLNiNGS UP l O o Lr I E LOFT JOIST B` O C. ' � 1 z• ALOPENINGSHE CO 4.r SIDE f: OR I f t - C - 1 up --... I'Ll CH PLATE � eFLAT, NOTE, .. i I t I -_ OPENINGS Lip TO € WE- L MEMBERS ALLMEMBERS N LIEF OF 1:llTS16 STRAP, ! E ( PRO DEP 8111CSON 0152x 6" I f f ARE t4 ARE2x4, WC]. SUrr 1RUSSS RF-4' P'T?FU C 'OgB r DkN 1 i( OG) OR C C=L,TC, PINE �, pE fJAI l H k€ R ` EQU(VAL� NT AT EACH fk MAXnAT - €3) 3 NA!LS ! _ .. 3g.... 4AX.., ...._ _ A FOR OPENINGS ROOF TRUSS, ._ ' ,6 FOR INFO NOT SHOWN, E i 1. t VIDE 2YA JACK STUD UNDER'.Er"�C I END OF LOAD NOTL: REFER 70 3rS3 E I T11C , { �I ( BEARING, HEADER . NAIL TO ADJACENT S; UD PER i I FA`*TFNING-SCHEDOLE. POT REC)UIRED -,T ENS 1d/:1LL 4-ALTERNATE TRUSS ' ' ' (]I ENINGS. HOLD DOWN DETAIL DETAIL�LL DETAIL (5J SIDEWALL 5-TYP WINDOW FRAMING 6-DOOR HEADER SCHEDULE Y, LOFTED BARN-FLORIDA-WIND 160 MPH--FBC 2017 ! 4 .: E^3o.77209 * w NOTE. rF. FFF O FA1 1._:v N Sr +_Dul ON SITE 's U AND S-C = FOP: SNE f-T' NUMC3L-tZ TAC LNl INFOR 1T C]N:tiOi I,), ED ON It IfS SHEFT. _. y� oA i STATE _2017 E 91 '1 B 4pNrovo�9 L7 Phillip E l.nbhirs I C 04%4iDQ• J - .Ronda PE �i9U7pU' the DRA'`N Fv:- K_N -3.0-LB CHECKED Wr, KLLj sr •.. Plan i70. IJaIR g y� g� BUILDINGS g „y I '`r<rtra,rrnaaraa°t1`7 "" X L U I LD I u7 Wea r K � � ,:> JI i rd SCAB-E 1 :::1'-fi P.ER172064 42 11 17 I ROOF TRUSS TOP PLATE(TYP) 'JOINT - CONT. DOUBLE VARIES bCEPLAN - � TOP PI AIE - � 1. . 117 BOTTOM PLATE \ JOINT - 1REATED 2x4 x 6'-0 LONG ,< \ SPLICE F ATEt EN T'ERED- ON SPI:.`:Pr EACH 'SIDE OF ---�� T RFATECi AXo SKID wt 7 T C1'v'VS 1d 'VAII,S SKID 14" N51N 4' O C. STAGGERED :..._ .............. .......... 1- WALL TOP PLATE SIDLICE DE FAIL " ,%"_ 16GASTEEL STRAP. 2' SKID SPLICE DETAIL NUM ! RRAP AR9 UND 'OiST & ---' . Sf1 lVli'S0N te.TS:,fi sT.RAP wi (?`..t Odx 1i - U S-� EN) ^T T'�CH 10 OI _E Nll (4) 100 ), 1 NAILS try tad + p IN t"R( iEND OrT I.. ? j� _ACt+SI[] ) JOIST. TRAP AT EACH TRUSS:. ! � -� e'".OSB DECKING. tMRAP AROUND TOP FILATE.€ C RE DETAIL 413 3.0 ,OR AN. . l,a/_._ ✓.-__.. !iJE JIST ! € T-OP A 14 C CA STEEL STRAP. rHtOV�a _PL WRAP O Ff /JAL TOP JFlIC�d IN LIEU U kF 4" PALS METAL cTR1o. PLATE, PRODF 3)do @ 12O CI;I�II 2x4 Sn.,D MAILS IN lO T OF, OF Pl AT _ PROVIDE(5) 1'?H NAILS V.kE` INTO > T UDI SIDE OF PLATE,t ) 7r.4 ST )€)' _ ` c D o PORCH r OS BEYOND. DOUBLE 10P PLATE - R D TAILSON FXTENDED FROti-€ ".._. _..- j SHEET 83:2 FOR BUILDING ... ___ ADD'L.INFFO_ ( a NMS (n 2" O.C, �.. , .........., I STAc>GER =D 9 I I � o- I ' I I , I NOTE.: REFER TO FOR INFO NOT SHOWN. 4-STRIP ATTACHMENT 5-STRAP ATTACHMENT 6-TYPICAL CORNER DETAIL i 3- PORCH EAVE DETAIL SCALE- 1 ' 1' c SCALE ,z'-1 0'. L IV LOFTED BARN-FLORIDA- WIND-160 MPH--FBC 2017 `t) Rr_TER f A cNING Sc,.! DULE UI SHF[T l 1 ar;D S 0.', FOR r'ROJF" T Nr} AFT6�HMENTINFO eA110NN01MlDfEDpN. {IS HEET. S>iEET-NU°Ai3ER. '(; L DATE: 11 1 2017 STATEAriwovod by E�.. r ''•��` Lt3'<..�'',® PhIl;ip E `RoCEh4s OF Florida Pi49070 a rKLN Weather King KI..N S-31-LB i i k `- - adaaar+reu€sa9ea4iRPlan No. I_l ,.s1.13'-17 PER172064 IM1 17 ... scAL.e t e —— - . - -- — --- STUD .__ 1 REF DETAILS 3,IS-3 1 &-4/S-10. REP DETAILS 3-& 47S ., O FOR ROOF TRUSS HOLD- - " FOR. ROOF TRUSS HOLD- DOWN INFORMA-noN -"'a 'DOWN INFORMATION (2)k;i'.x6"LAG NOTSHOWNFOR CLARITY \ NOT SHOWN FOR CLARITY )7 SCREWS THROUGH _ (TYP) '� - - (TYP) , TOP PLATES INTO _--.—_._..._,;,_� _ ,- _..__ .._..... ...)..�......_.._. ROOF TRUSS 4x6-I'.T" POST 7-._.(T1P.) re' P.T, Pt Y`6s'OOD / CEILING A: PORCH - E ONLY. ' (2) %ic'`:x 6 LAG LOFT T JOIST 4x6 P. T. .SCREWS THROUGH ...� I `';7 '' � � (TYP)� �. POST TOP PLATES INTO 4z6 PT, POST .._ I� f T, ? x PORCH BOARDeJ..... w, Q) 3 NAILS IN''O _... _ .. ...._.._ -. ._ _... € co*PT zX F. r EA& FLOOR JOIST PI .JOISF / [ DOUBLE TOP PIATE EXTENDED ENtTWAL (I. TO F{JRC-i POSI 4x6 P,T! ...... PO`1.. —' f6) X NAILS (M€W t �. > 1- l 11 u R+;, 1 RUIM., END JOI IN I O CORNER FOSI" - € P. r Ix PORCH BOARDSTOM PCAI'F i- CORNER PERCH POST DETAIL w(2) s"NAILS INTO � r, EACH. FLOOR JOIST 4>9 P T. j_.. _ _ 1 POST `.\ j r -- -- i f / Vd, 2)3 NAILS INTO ......._. E _. __._ f' ._..... EACH FLOOR OOR JOIST CONT. 2x P.T. , RIIA JOIS, '` I � __.._. _ " f;(4F DETAILS i& 7 3 2�' '\ hz6 P.T SK D .. ........... . .._.__ _.._ ___. I LFOR F i a -- 'f /�TTF.CI".ftic NT ( FLOOR JiJiAT '!E ._......:.:. .._.>... .... ..__. :.._rI- TY?)PORC VARIES '( EE PLAN)M 3 NAILS (MIN) — FROM JOIST 1zn'-,i. SKID . I d INTO POST NOTE : REFER TO OETP It',. 1i5.'±.2 AND 7:>9.2 HEIR INFO€9U'i' SHOWN -" `�` NOTE REFEP, TO1..32FOR INFO NOT Sf'tDNJN. 2- INTERMEDIATE PORCH POST DETAIL 3- OPTIONAL PORCH SECTION LOFTED BARN-FLORIDA-WIND-160 MPH-'FBC 2017 e� 7 a�LL I t O, _ NOT, RF.= P.Q.1 c-NO: AT`EAGMFNT IcaFORMA, NNOT NOTED ON THIS tEET � SHEET NUMBER `` •;''•�seoTttuE3aRrealaie>e�.�, q` A ca re 1-15-2017 STATE(t OF °Ppr,ovad By PhIlt€P E Robbfn, CtiwNtKNF3r S-3 o 2-LB lord PE-4867 KLN We'ather Ki plVn-2 N-1 t_PORTABLE Ug ,qf SCALE F___ _ ,_ - "' __ ' ' _ METAL ROOFING OVER. ROOF TRUSS - �\. OSB SHEATHING. _ _ 77;61, OSB_ ROOF- REFER TO DF"AIL 4IS-3,3 DECKING FOR. ATTACHMENT 2x4 STUDS (FLAT) ` i. 2x1G I OP Pt.li`E @ 16 O.C. TOENAIL _ (2x4 BOIPLATE) ' 10 TRUSS 1 C. w%-_- p)) 3" NAILS ''%5" OS6 LOFT DECKING CON CINUOUS 29 GA.. METAL SIDING. -1 _ ALUMINUM Z BAR ATTACH TO GIR "S PER - FLASHING AT HORIZONTAL SIDING-.-- i!-.LOFTJOIST I DETAIL 3; S-3.3 JOINT Al TACH TO DOUBLE TOP PLATE " FRAMING wl STAPLES @ 12 O.C. ��: \> - 2,c4•STUU9 2x4'A'ALL GIRT A TACH +6"O.C. TO EA HSIUDw.,. „ SIDING (lYP) -...' (y} 3" RING -SHANK NAfI_5' _. (TYP) I 1-TYPICAL END WALL DETAIL f 1 29 GA �4E:1"At. PANr.L, - #10-15 x 1Y" WOOD SCREW a g r✓ WASHER @ 9 D.C. z (C NF SIDE OF FVERY.MAJOR RI6j S ii I` SPACE SCREWS AT 16 J.C. MAX n.F 1 r ALONG PANEL LENGTH. rr. L / e 2x FRAMING SPACED A C. 29 GA METAL PANEL., LOFT JOIST Y," 14 SELF DRILLING SCREW wi WA>HER. � #10-14 x 1,'!:'"MOOD SCREW SPACED @:24" O.C- ', l r wi WASHER @ 3 5"-5.5"-3.5" O.C. _ALONG EA SIDELAP- �� 1 3Y', 5/rf" _ ' 11_J (EACH SIDE OF EVERYMAJOR RIB) SIMP ON MT.S16 TRAP wf (7) 10d x Wl> NAILS .(MIN)_IhI ._.......... _-____...._ EACH END OF THE STRAP �'" r AT EACFI TRUSS. WRAP AROUND AND. NAIL TO WAIL TOP PLATE ':MIEN TRUSS DOES NOT LINE 2x FRAMING - UP VI iH A WAi L STUD BELOW. REF DETAIL 41S 3 0 FOR AN FASTENING PAT!'ER J A: PANEL ENDL AP .. _...._. ....... ......... .. .. _._ ALTERNATE HOI D DOWN OPTION- IN LIEU. OF THE METAI.. STRAP. 29 GA ME'FAI_ PANEL. - Y4"-14 SELF DRILLING - 7� #10-14 x t 1;" WOOD SCREW CREW w! WASIiER IV WASHER @ 9" O C. - SPACED 24" O.C. 1 q- Tl P ! TONE SIDE OF EVERY MAJOR RIB) ALONG EA SIDELAP F I I ± 1 2x4 STUDS 16" O.C. - 2x FRAiMiNG--� - .......... ...__........._..._. FASTEN ING.PAT-4ERN Al" I(�Jl"EI210R i>ANi=t_SU?PORT C4 U. MAX 2-TYPICAL VERT METAL SIDING DETAIL 4-METAL PANEL FASTENING TO OSB 3-METAL PANEL FASTENING TO WOAD FRAMING MOTE: REFER TO DETAILS 153A:,+ND 3iS3.0 FOR itd€=0 NOT SHOWN. t2, = I . - SCALE - 1 1'-D" E.?Y:vO�CENs• a .(c LOFTED BARN-FLORIDA-410=160 MPH -FBC 2017 No.77209 * NOTE: REFFZ 7FA TFNINGS H=DUI ON -IFETS 77 Alm S-02 FOR PROJECT NO: 1 ATTACHMENT INFORMATION NOT NOTED GN THIS SHEr-I. 'SHEET NUMBER �- OATE 11 15-2017 - SST F G' AF proved by Phillip L i,bhi7lns : VN 6) KLN ( ORtOQ'.ee�4j Florida PE-49070 J -KLN �'`�'- a Weather Kill In g cti cr D t3v: KL.N S-3.31 P15 rm.PORTABLE Wg� $ pMeg ii•a5—f PER172064 12 '�1-77. R.-=lstont scAi_E ^"=1'0 79 GA. METAL ROOFING OVER %,;' OS6 SHEATHING. _ REFER. TO DETAIL 41S-3.3 FOR ATTACHMENT 29 GA. METAL ,SIDING -OVER %,;" OSS SHEATHIN( REFE'RTO DF,:TA(L 41S-3,3 FOR SIDING -ATTACHMENT ATTACHCSo SHEATIAING TO WALL FRAMING 1 i Sd NAILS C 6 C.C. } IN FIELD -&ALONG {I EDGES. B('ACE--NAILS' A €'3"OC ALONG PANEL EGG S AT END llLLS)- ._.- L06T.JC}IST '•� SIMPSON NiTSIS STRAP - _. \ EACH : END OF THE STRAP ��. AT EACH TRUSS,. WRAPAROUND , .... AND WAIL TO b,'.N_L TOP PATE WHEN TRUSS DOES NOT I INE UPNIITH 'A 'PN>LL STUD BELOW, - REF DET.AI' 41S.3.0. FOR AN - ALTERNATE HOLD DOWN OPTION - I IN LIEU OF THE tAETAL STRAP - - 2A STUDS 16" O:C. £ j, I 1-TYPICAL HORIZ METAL SIDING DETAIL N 1 E REFER TO DETAILS I1S3.0 AND 3/ S3.0 FOR INFO NOT SHO'dVN. - �hN L , No, FLORIDA--WIND=160 MPH--FBC 2017LOFTED BARN m �.dL"Fivt. —vim % * i No.77209 ' r __ NOTE lFTCii GtA NUS ff C)UL ON4f 'E Al, I':S (�2 Fr12 rRC.J.'f 140: SHEET iJtJEv'3Y=F•, A sTTA.C, NIENF€NFORMATf NNOT NOTFID IN THIS HEET. nzi • - p , STATE AFinrovc d by PhiMp E Rolbbins • e a E 11 152011 -ORI€% � e> Florida PE �(-4J4W-'�7f0 a'ts ar,A vu e. - KLN +i »• ,Lr hEO 3`r: KLN ,..., HAAB rr*rrraraaautss - Pte7 Evo. U3i,e -Rfl €a10L �� tf tS- Ii-.:_:—_ PER172064 12 '�1-17-_ II €XTERIOR INOOD SIDING. - REP DETAIL VS3.0FOR - 2r.4 WALL GiR 1'. REFER METAL `v"JFtU SIDING.md i` NAILING REGUIRENIEN't S - TO DETAIL. 2M.3. FOR RLBS RUNNING VFRT€C ALLY. . SRACING.A€vD NAIL.ING ,'� AT rACH TO WA11_ GIRD CJPER 1" TRTD - RED! 1R E. MEN'IS l'4 �, i D_Tttlf. 31S-3.3. PL°JI HIM OOU TF2TD I PLYWOOD ROLL -UP DOOR GUIDE. - TRIM ATTACH T0 WOOD JAN1,3 (2).2F4 SP #2 (CAR BETTER] - - w ?'s x s 1 LONG LAG /'� O79\ JAMS STUD. REFER TO ROI L.-UP DOOR GUIDE. - SCREWS an. 12' O 0 PER .96.,- -- EAS NING SCH DULE ATTACH FO WOOD JAMB �} 'x4 P tf ' (OR ¢ETTER1 MANUt . SPECS, B'&TOM Z — � FOR NAILING REQUIREMENTS ,1 . � [' v,.�"a 1 7 :.ONE, LAC i r 7W J AID STUD REFER TO SC:R 'J TO RE 5 MAX...� SCREWS @ 12" O.0 PEP,) TM� . _ ...._ F 45TE^ if G 5 .HIED€J CE AHOY FINISHED FLOOR. 1 9u E 47CATF GUEDc.1-OR-LAG NIANUF. SPECS. BCOITClfA ---F FOR NAILING -QUIREMENTS IN SCR 5CFtEUV O B -:CENTERED TO 6 1n . _:. ON JAMB STUD C OSEST - ABOABOVEFI FINISHED FCCUR. ` TO DOOR OPENING LOCATE GUIDE FOR AG SCREW TO BE CENTERED DSCST I 1-ROLL-UP DOORJAMB DETAIL ON aArO STUD O EKING I METAL WALL SIDING OVER TO DOOR OPENING (WOOD SIDING) ; F OSB WALL SHEATHING. REF DETAIL 1IS-3.o FOR 3-ROLL-UP DOOR JAMB DE TAIL I Nv,€LINGREcuIREraE! Ts — -- j _ (VEFt PLYWOOD`I METAL SIDING) 1 TRIM i ROLL -UP JO-tGUiD=. ATTACH TO WOOD JAPAB / '` \\ 12),2x4. SP �41 OR BETTER, ... k_. x 5 LONG, LAG / J t0.iB STUD iZ -FFR 1 O SCRC.NS c IL O.C, PER ss. 'I FASTENING SCHEDULE MANUF. SPECS BOTTOM / %--{' FOR NAILING REQUIREMENTS SCREW T0 BE'0" P;4FVC ASOV EFINISHF01FLOOR. LOr`b�TE C UIDE.F0.R LAG 4 ` SCREW ?0 GE CENTERED � ` EN ON JAMB STUD CL:CISEST -1TO DOOR OPENING i 2-ROLL-UP DOOR JAMB DETAIL (HO€IZ METAL SIDING) 1r i." Noe f . �rmf aa� : Aav mevn = MPH--FBC i NOTE:ze-r u F TF.NI 4r; sc 1-ouL a iirET I n.c, s o 2 �oR araJ cr I O LOFTED BARN '. Al ;A , tI !�1T'iNFO Z 1AT€OM NOT N TLC ON T iS EFT. - NUMBER MBER 'CI - DATE: 11 1.i 2n1.7_ STATE 4J • Approved bl PlAtip F Robbins ptzati 1 _ SI�IE'FTN J S-3.5-LB Ing, 7 €7itk1?s . P ofida PE4"W0p70Weather K" t I ar: rCLN KIJN 'rftts�reta�J+r�itc - "fen Nu._._.. r�r .—_...'" .___.._..._.____.. SCALE. 1 k 2'=1'-0 W 15'-17 PER172064 42- 4-17 ec .l,tu a: — -- DECORATIVE TRIM - i - --- 1 I jj � PROVIDE CONTINUOUS ALUMINUM z BAR FLASHING I A I AT SIDING HOR.ZCSN1Ai JOINTS. I I i A l TACH r O FRAfOING v t x r;" I J STAPLES AT 12'.' O;C. (,IY:?) L= I / I I: I. - 1 FRONT (JNT ELEVATION ; �00RAND WINDOW FOCATiONS SbE ELEVATION VARY PER CUSTOMER, �..i II PROVIDE CONTINUOUS At JN11INUM Z-BAR, FLASHING \ AT.SIDING O iZON1A JOIN7:S. - \ \ 4 ! ACH T FR/tFA€t IG vt x a" Nt}TE` STAPLES .+C l-O,i; fT F';, WINDOWS, DOOR'-,. XtVD 3184 aF1UWN ARP CONCEPTUAL, ;aCFJAt N9NF)GVV, F)lT6;R, ANDYRIM MAY VAR'PER Ct. S.OMER RLOUEST,. E I OP'kONAI DOOR OR WINDOW TF 11 �Cl LOCAT'JNS eFQRYPER :,l1STOMER. REAR ELEVATION sssitsYtf§FpAldl fad$Pa LOFTED WIND l\Eo.77209 ,� --- --- 60 MPH--FBC 2017 aR7 Lc rid: SF1EET NUMBER A-.c r : 1k. t5-2Dk'i STATE F c Af i)mex by PhIlliR.6 R%hiztiis '-""'�' - . '•. ��JRtt"e ' ! Florlde PE-AC070 _.Weat DRAWN nv KLNS+LB gad°aeasr elitg61e - f €8n No. Ci7f[+ - @ REVISION. "' _ _ i peel 8F tS_ PER172064 1f 11-17_: SCALE: NJ r I O SCALE WEATHERXING PORTABLE BUILDINGS 7,60 WESTBROOK ROAD HICKORY, KY 42051 GENERAL NOTES: 1. ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, 8. GROUND ANCHORS DESIGNED FOR. SOIL CLASS 42,OR.BETTER. - SUBMITTED SEPARATELY. SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND SILTS, ALLUVIAL FILL. - 2. DESIGN LOADS ARE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE. BLOW COUNT, PER ASTM D1586, OF 18 TO 23, AND A READING ON A TORQUE PROBE OF 276 TO 350 INCH POUNDS. THE MINIMUM ANCHOR, LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES. 3. WIND LOADS ARE BASED ON THE FOLLOWING: - ULTIMATE DESIGN WIND SPEEDS: 2017 FBC FIGURE 1609.3(3) ' Vult = 120 MPH - - - Vult = 140 MPH - - Vult = 160 MPH RISK CATEGORY EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT: GCpi=t0.18 4. THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING. LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR ADDITIONAL ANCHORS THAT MAY BE REQUIRED. ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS SHALL BE SPACED EQUALLY. 5. WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR ' DETERMINATION OF THE SITE'S SUITABILITY TO SUPPORT THE PROPOSED STRUCTURE. IT IS THE PROPERTY OWNERS RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT THE STRUCTURE. 6. TIE -DOWNS AND ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. 7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE - - INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO VERIFY THE SOIL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. ,,,, mASTER ANCHOR11"G -® I C2017 c° �t v�GE1VS• :'�. * ; No.77209 * c .. PROJECT NO: * o SHEET NUMBER DATE: 11-15-2017 - - STATE O "•. OF p� DRAWN BY: KLN S®0-AP S (1.,�. .. - e�pr• Kmgoo CHECKED BY: KLN Weather r�rrriirnu�u"","I-1 r-17 POR LIE BUIL0INGS REVISION: SCALE: NONE r SCHEDULES FOR GROUND ANCHORS W/ STRAPS ,11�11 ...........:. .°°�1�N L- A16 N, ; ANCHORING MASTER FLORIDA--FBC2017 * ; No.77209 ': * = PROJECTNo: SHEET NUMBER 11-15-2017 � �.. STATE � WDATE: > King�»�� S-1.1-AP,�. DRAWN BY: KLN eather CHECKED BY: KLN 101111111111110; 1 I!r-t7 _ ■ p gar. aw BUILDINGS PORTABLE SCALE: REVISION: UPLIFT ANCHORAGE SCHEDULE FOR WIND UP TO 120 MPH BLDG - NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0"„16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" �- 3 .� 3 3 1. 3 I g- 3... 3 3* 4 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH i BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0" 14'-0 14'_0". 16,_0" 18,_0„ 20,_0" 22'_0" � 24'_0" 26'_0„ 28'_0" 30'_0" 32,_0„ 8'-0" 3 3 � 4 4 - - - - � 10 0 3 3 3 3 4 4 - - -t - 1 1'-2" - � 2 3 3 4 4 4 � 4 5 5 51 5 J UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10' 0" 12'-0" � 14' 0" 16'-0" — 18'-0" ----- 20'-0" 22'-0" � 24'-0" 26'-0" 28'-0" 32'-0° 8,_0,� 4 4 ,5 5 _-- - - - - - 10'0" 4 4 4 � 4. 5 5 - - - - - - 11'2" - 4 4 4 5 5 5 5 6 6 7 7 SCHEDULES FOR EYE ANCHORS BOLTED TO BUILDING UPLIFT ANCHORAGESCHEDULE FOR WIND UP TO 120>MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING - WIDTH -10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" '22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 4 10'-0" 2 3 3 - 3 4 4- - - - - 11'-2" - 2 3 3. 3 3- 3 4. 4 4 .. 4 5 UPLIFT ANCHORAGE SCHEDULE FOR WIND 121 TO 140 MPH BLDG NUMBER.OF ANCHORS EACH SIDE OF BUILDING . WIDTH 10'-0" 1.2'-0" 14'-0" 16'-0" 18'-0"-20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32, 0" T-011 4 4 5 5.- 10'-0" 3 4 4 4 5 5 - - - - - - 11'-2" 3 4-- 4 b 5 5 5 6 1 6 7 1 7 l UPLIFT ANCHORAGE SCHEDULE FOR WIND 141 TO 160 MPH BLDG NUMBER OF ANCHORS EACH SIDE OF BUILDING WIDTH 10'-0" 12'-0 14'-0" 16'-0" 18'-0"� 20'-0" 22'-0" 1 0 26' 30'-0" 32 0 '-- 8'-0" 5 6 6 - - - - - - rD 0" 4 5 5 5 6 6 - - - - - 11' 2" -7—:4--] 5 5 6 6 7 7 8 � 8 8 9 °tea; G'E s° .•'�•,IVIASTER ANCHORING * ; No.77209 *. _ Fwc.% - PROJECT NO: - * = UMBER - DATE: KLN5-2017 SHEET N® STATE e -DRAWN BY: —AP - <OR,a. �,eK S 12 $�., '•�•' �aQ _�� CHECKED BV: KIN CONCRETE SLAB TIE DOWN ANCHOR. REFER TO SCHEDULE FOR SPACING (TYP) ATTACH ANCHOR TO CONCRETE W/ %" DIA. EXPANSION BOLT W/ 3" EMBEDMENT (TYP) .`0.1vN L:.No * ; No.77209 ; * STATE .PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6) 10d NAILS MIN. RIM BOARD W/ Yi' 0 BOLT W/ WASHER (GALV.) (V REFER TO SCHEDULE FOR ANCHOR INFO. FINISH GRADE 1-BOLTED EYE ANCHOR DETAIL 20 GA. x 1}4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS, 15- 0 20 GA. x lY4" WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED BOLT PER MANUF. SPECS. REFER TO SCHEDULE FOR ANCHOR INFO. FINISH OUTSIDE J GRADE SKID (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL OUTSIDE SKID (TYP) o Z w�0 �aF FINISH E.00 U GRADE w o Qa� RECOMMENDED GROUND ANCHOR SCHEDULE SOIL CLASS ANCHOR DESCRIPTION 5/8' 0 ROD x 48" LONG w/ (1) 6" HELIX - %4" 0 ROD x 48" LONG w/ (1) 6" HELIX , 48 %4' 0 ROD x 48" LONG w/ (2) 4" HELIX EYE ANCHOR - 5/8' 0 ROD x 48" LONG w/ (1) 6" HELIX EYE ANCHOR - 3/n" 0 ROD x 48" LONG wl (1) 6" HELIX NOTE: REFER TO NOTE 8 ON SHEET S-0 FOR SOIL CLASS DESCRIPTION, L CONCRETE SLAB ON GRADE BY OTHERS. _I 4" MIN 3-TYPICAL CONCRETE ANCHOR W/ STRAP DETAIL MASTERANCHORING P2017 PROJECT NO: SHEET NUMBER DATE: 11-15-2017 Weather ing DRAWN BY: KKILN LN S-21-AP CHECKED BY: PORTABLE BUILDINGS REVISION: SCALE:1"=l'-0 PROVIDE 2x TRTD BLOCKING AT BOLT LOCATION. PLACE W/ GRAIN RUNNING VERTICALLY. ATTACH TO RIM JOIST ATTACH ANCHOR TO W/ (6) 10d NAILS MIN. RIM BOARD W/ Y2" 0 BOLT W/ WASHER (GALV.) FINISH F GRADE, N REFER TO SCHEDULE FOR ANCHOR INFO. OPTIONAL 16"x16"x4" SOLID MASONRY BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. 1-BOLTED EYE ANCHOR DETAIL W/ OPTIONAL BLOCK PAD OPTIONAL BLOCK PAD SCHEDULE BLDG NUMBER OF PADS BENEATH EACH SKID WIDTH 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 26'-0" 28'-0" 30'-0" 32'-0" 8'-0" 2 3 3 3 - - - - - - - - 10'-0" 2 2 2 3 3 3 - - - - - - 1 V-2" - - - 3 3 3 3 3 3 3 3 4 NOTES: 1. BLOCK PADS ARE OPTIONAL. 2. BLOCK SIZES SHOWN ARE NOMINAL. PADS MAY CONSIST OF EITHER A SINGLE 16x16 BLOCK OR (2) 16x8 BLOCKS. 3. BLOCK PADS SHALL BE PLACED WITHIN 12 INCHES OF EACH BUILDING CORNER. ADDITIONAL PADS, AS REQUIRED, SHALL BE SPACED EQUALLY. 20 GA. x 1Y4' WIDE GALVANIZED STRAP EXTENDED OVER SKIDS. ATTACH TO ANCHOR W/ SLOTTED OUTSIDE BOLT PER MANUF. SPECS. SKID (TYP)� REFER TO SCHEDULE I I . •' - FOR ANCHOR INFO. �OPTIONAL 16"x16"x4" SOLID MASONRY - BLOCK PAD. REFER TO SCHEDULE FOR QUANTITY AND SPACING. (TYP) 2-TYPICAL ANCHOR W/ STRAP DETAIL W/ OPTIONAL BLOCK PAD FINISH GRADE �L°No "" AST A C 0 IPLAN'S--FLORIDAFBC-- 2017 * ; No.77209 * _ PROJECT No: SHEET NUMBER -a ❑ DATE: 11-15-2017 STATE ��Q ••, +O OF Q•��: DRAWN BY: KLN Sm2 2-AP LOR10 • Weather K)"n"go i CHECKED BY: KLN -��4rynpp�lPPt PORTABLE BUILDINGS REVISION: - SCALE: 1"=l'-0 il',s-17 THIS INS MENT P EPA Y: Name: 11./ Address ;:';,T hiALflYr SEh3Ii)!)LE C()i!h)TY -f:i'K. OF CIRCUIT COURT & COMPTROLLER ,K t;P ;7 .�, t:1P3s! CLERK'S *2618647043 NOTICE OF COMMENCEMENT RECOIR'Dcr, ,; `•:1.CORD" NG FEES i16 CiCi State of Florida RECORDED BY hdevork, County of Seminole p Permit Number: I F- Za y� Parcel ID Number: 3 . ( I • �• ��' • ODD - /j v �� b 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2 3z77 ) GENERAL DESC IPTION OF PROVfMENT- f �-+ !!k tioj2 Qt le X /D Side L04 gaun OWNER INFORMATION: A r ! /\) _ , - Address: 17tL is d . >F'(1 / IC_/TU�j 0ar1=eJ "7—L— 0,4J11 Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: 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(1xb), Florida Statutes. Name: Address: In addition to himself, Owner Designates 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 1, 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. Under penalties of perjury, I declare that i have read the foregoing and that the facts stated in it are true to the b y kno d lief. ovq6Ys Signature s Printed Name Florida Statute 713.13(1 Xg): ' The owner must sign the notice of commencement and no one else may be permitted to sion in his or her stead State of r=11nr , tl County of e M e mo ke— The foregoing Instrument was acknowledged before me this �� day of by Crf V P-u � .Who Is personally known to me ❑ �� P�;-� �� Ne e d person m aking statements aj OR who has produced Identification LS / s p type of Identification produced: ^tie 'p •., ANNErE M BLAND `` \\ Notary R blic- State of Florida • J • Carmission # GG 11090C My Comm. Expires Jan t8.2022 fiery Signature . °r "•.• aoraac xy_.rr `ae9oes Newry Nsa. C� Book9119/Page1755 CFN#2018047043 Pale 1 'aof`�1