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1002 S Scott Ave - BR18-003033 - ShedCITY OF tSANFORD IUL 10 20t8 PERMIT APPLICATION BUILDING DIVISION Application No: r 1 1 v Documented Construction Value: $ `ARI-00 Job Address: %f'% lgGOlr All, ,M n/ _:01, U Historic District: Yes Non Parcel ID: Residential ® Commercial Type of Work: New [D Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: %D M 41,F7/'7— Title: Phone: 3-7'.92 1 — / 69, Fax: Email:1G 0?,,FT',7 l MA/G, eo Property Owner Information Name 7_4GY1 Phone:'7 ioZ%-li$ r` Street: o , S. Residentof property.?; :,._- t City, State Zip: M AIFOAR /::L . 19 7 71 Contractor Information Name %© 47, I'I'1 EE Z Phone: 7 7'-1 " 5i2 Z Street: 10 D 5_4cD Fax: City, State Zip: 1% /V i f ' , 7 / State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: 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. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. Revised: June, 2018 Permit Application 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 NOTICE: In addition to the requirements of this permlit, there maybe 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 ofthe 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. Signature of Owner/Ag Date Print Owner/Agent's Nam_ t\ D —` 9(I bWssa # FF 9562114 1 EXPIRES: March 23, 2020 Bonded Thru Notitry Public Underwiiters 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 _J Type of ID L Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: 7.M P201 g 4. UTILITIES: ENGINEERING: WASTEWATER: BUILDING: COMMENTS: Ot .49 A.-w So4^- t • .0 'x Ad .Sleet .1ra 140catr FIRE: Revised: June, 2018 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) 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of T the property listed, may act as my own contractor with certain restrictions even though 1 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 rro responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 understand that, as an owner -builder, 1 am the responsible party of record on a permit. 1 understand that 1 may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed rm 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. 1 understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my 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. Pn 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 m employ have the licenses required by law and by city ordinance. 1 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 rm 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 A4 abide by all applicable laws and requirements that govern owner -builders as well as employers. 1 also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Try 1 am of aware of construction practices and 1 have access to the Florida Building Codes. I understand that 1 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 information licensedmoreabout contractors. 1 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 7 m 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: J`, _Go77,d l% j 9 Al ):: toOFL , ;?,2 7 7 I, 7 0 M zn gF r .-,7— , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Form of Identification l Must be Photo ID) Date 7 to-4 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 or The following Florida Statutes are taken directly from http:/Iwww.lep,.state.fl.us/statutes (The official internet site of The Florida Legislature) and are the most current laws in effect. From them it is determined per Chapters 553 & 489 of The 2017 Florida Statues that there is no need for local plan review on a shed and nod need of a Contractor's/Specialty License of any kind so long as the following stipulations are met: 1. The building must bear the insignia of the Florida Department of Business and Professional Regulation showing compliance with the Florida Building Code (Photocopies of approved engineering may be requested) 2. The building must not exceed 720 square feet.* 3. The Home Owner must sign the building application. Buildings over 400 sq ft may be subject to local installation and contractor/specialty license requirements. Buildings over 400 sq ft, and not exceeding 720 sq It, conforming to 553.37 (1)(c)(4) may also be acceptable for installation on residential properties that have no more than one single family dwelling. The 2017 Florida Statutes —Title )=III: REGULATION OF TRADE, COMMERCE, INVESTMENTS, AND SOLICITATIONS Chapter 553 — BUILDING CONSTRUCTION STANDARDS 553.37 Rules, inspections, and insignia.— 3)After the effective date of the Florida Building Code, no manufactured building, except as provided in subsection (12), may be installed in this state unless it is approved and bears the insignia of approval of the department and a manufacturer's data plate. Approvals issued by the department under the provisions of the prior part shall be deemed to comply with the requirements of this part. 4) All manufactured buildings issued and bearing insignia of approval pursuant to subsection (3) shall be deemed to comply with the Florida Building Code and are exempt from local amendments enacted by any local government. 553.80 EnforcemeM.— 1) (d) Building plans approved under s. 553.77(3) and state -approved manufactured buildings, including buildings manufactured and assembled offsite and not intended for habitation, such as lawn storage buildings and storage sheds, are exempt from local code enforcing agency plan reviews except for provisions of the code relating to erection, assembly, or construction at the site. Erection, assembly; and construction at the site are subject to local permitting and inspections. Lawn storage buildings and storage sheds bearing the insignia of approval of the department are not subject to s. 553.842. Such buildings that do not exceed 400 square feet may be delivered and installed without need of a contractor's or specialty license. The 2017 Florida Statutes—Title)=II: REGULATION OF PROFESSIONS AND OCCUPATIONS Chapter 489 - CONTRACTING 499.103 Exemptions 7)(a) Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors 7) 3 (c) To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application 21) The sale, delivery, assembly, or tie -down of lawn storage buildings and storage buildings not exceeding 400 square feet and bearing the insignia of approval from the department showing compliance with the Florida Building Code. See also 2017 Florida Building Code 6'h Edition — Chapter 1 [A] 107.3 Exception 1 1. Building plans approved pursuant to Section 553.77(5), Florida Statutes, and state -approved manufactured buildings are exem t)rom local codes enforcingagencynlan reviews except for provisions of the code relating to erection, assembly or construction at the site. Erection, assembly and constriction at the site are subject to local permitting and inspections. Photocoges of Rlaris annroved according to Rule 6141.008..F7orida Administrative Code. shall be sufficient for local permit aR"h lion documents of record for the modular building portion of the permitted project. 1[b1CQU REDD IINSP ECTION S]EQUlECR RP9 IA• An z iU111.6iPI 11$Di1 • Dom l lia c j . I . l[nns Il®llIl D Il'Il Il®IIIl. Footer / Setback m, 9temwall ! 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J:S,-,7. i,•. hom Mechai ical Rough Mechaiucal Final I• i M& max MEMIUMEW I raedioi ]IDg•c flo® Gas Underground I Gas Rough Gas Final RIEV SSRD rune 2014 PSI APPROVAL 2018-01-18 Side Wall Header Schedule 080C) End Wall Header Schedule 180c a ;4 Sae(d) Max. Span N*) Fasteners Wostrap BuildingWidlh (each end)Ic) D4 ALUMINUM ROOF SHEATHING Size Up to 14' Wide Fasteners wf strap 1-2' x4' 6'47 1 0 4 - ' x t l' nags 0•-0• MAX. Max. Span NJ(b) (each end) 2.2 x4•(c) 91-00 - x 1 na s 1- 4•x4' G•0' 0 3 - W x0131- nails a. Mated v4wes ere No grace prat m 1r lam 0D 1O I n O I x4 RUNNERS Impr- O IW W END WA TRUSS 2' x4• TRUSS 9 24' O.C. MAX. 4i( 4' w2'k4' B-0' 1 6 - 3• x 0.131' nails D NJ -Number of jack studs required to support each end `• } a. Tabulated Values are O. forNo. 2 grade Spruce -Pine -Fir lumber. a N n cal No Jack 31U05, but 2x6 studs IefO Oct _._ _ r _s• ,>. b. NJ - Number of jackstuds rer#rired to support each end._ ! c. Window header for window openings that have more than 50% combined stud wall above 1.. and below, otherwise use door header schedule 1. SEE FASTENER SCHEDULE FOR K4RD*W REOt101404an d. See header details br alternate layouts, i.e. 2-2x4' or 4'x4' P.T. z s¢ a sswLau L FOR AoanoNti r noN e. The header can be attached to thet ate end thus have the combined strength 3 AIO f' TO KEAWM Pa CODE INFOR TION equivalerd and use the maximum span stated. cooE rat 2o1T ern EtNn Asa-T. 2014 /¢ MANUFACTURER SUPERIOR SHM WALL Sim 1 BUILDING TYPE FIE ADMIAL LAWN STORAGE 1 1 " CONSTRUCTION TYPE V-B QMWR Ir M/1 =-• FIRE PROTECTION NOW SHUTNKFIRE SUPPRESSION SYSTEM NONE 2) 2•.4• IWON t/2' PLYWOOD 1ionoseraLEROR (1)4'r• 2•r• OCCUPANCY 51DRACE 1 I2•. 12. OR tear• KTWEFrt 4'i4' ALLOWABLE NUMBER OF STORIES ' RALL SND0. VENT 6 SEOUREO To TO $14EAMIC AS elPinlllCtloNi12' MAX. BASIC WIND SPEED V.-1IIO.Ph MAIRIFACTURDISE C HYDROVENTDETAILSIDEWALLWINDOWSENDWALLSWINDOWS & ENCLOvt EXPOSSUREROPTIONAL] & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ./-ENCL0.ID INTERNAL PRESSURE COEFFICIENT ./- ate IMPORTANCE FACTOR 1.15 irl otu* . ROOF DEAD LOAD IOPSF NOTES-OPnDNAL LYECTRIc p5 ROOF LIVE LOAD 3OPSF OR 3ooc POW LOAD OUTLET ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. COIF R£ I FLOOR DEAD LOAD IOPSF N II - ENCASE IN ALL METAL BOXES. SO RCE rT{n oealsr,ur rRew N. me FLOOR LIVE LOAD 510. TSPSF - 125PSF OPT. DESIGN PRESSURES U L I I A' Ien.1. n.m.T` R• RATING OF WALLS, FLOOR, ROOF WA WIRING DIAGRAM1*"&, MODULES PER BUILDING 1 ROOF +27.6 -9a.7 ROOF FRAMING PLAN D•lonAu kaido 220.TP N;d. WALLS DOORS WINDOWS +32.5 -29.2 OPTIONAL) Pb- R..1—VLa..E.AIt+mLPIE FL FL az3Te, LAPE MtelTHuxallowEPROTECTION USAGE ra IwcccRw2uE,TNPEn2oen 14URRWME SHELTER USAGE IND WOK a Wild 2'a' DDo WALL DOOR A WNTx7e LOCATIONS VAWf SOUARE FOOTAGE TIe saFr. OR I ESS REVISIONS VISION ORC01Y1 I 2•' r °°"A" Wu IR Awc :• NFAD DETK REV DESC DATE BY OR Lou& e I a ALUMNW *AU. SWAT1eIC OPTIONS 2• M. Wx 2. 4 SILIN 24' Ot SEE NFADER DETAIL 1. 4 RUNNER ON 11am DtorlR 9r MTB oNo WwusiZDoti. J 12/12/17 END MALL O Ir. Imo- N/ A 2r STUDS o a2'!O2rSOLE MATE In W Z (n cod : 2" SOLE IRATE L>4 SNE qAE o• MLL nOoR FRAMs@ SS-B-180CR1 FLOOR ntAW1C W fl 1. FOWDATM KANS ARE NOT PAR OF Res PLAN SO AND ARE W AL AIRISINCTION BTIS TAWTHISFOGAU. SIUOS SECURED To SOLE PI W J BIADINCCOVERICED 2 EXWIE ENERGY CONSMATION COOS PER SECTION 10152L AND FLOOR FRAMING WTIN 0,039• a- 3 REFOI To RE -Corm DETAILS FOR PROPER NSTAIJATIGN 1mm),+rsIRAvW/e-I- "ALs STANDARD WALLDETAIL NM. *AU. FTtAMNe W610 a Ara CONTINUOUS FRON Q REnwa+'°"S TO "EFT CODE. L'J L' j L' LJbR Eat1& WITH DOOR WINDOW OPTIONS FTxRmuol su m Roor AND MsuFI A CONT14UM LOAD PATHwRa¢ NO+s ARE O 4 ALL sTuos, RArcM TRusscL ETC. ARE 2.4 12 spr, own As NOTED. tAIOCW- WTo 13'• wars r-O• m 1r-L• a NOT COWMAIDus, Stun IVAL CLAMm Tess OR Cues N V a. SWXf M OVER AW SO. n. WILL NAVE AN Wo• MNIau ELEVATION CROSS—SECTION END ELEVATION I r• P.T. AT Aoo. Ws 1 ALLE 3/ A' PT. aVwooO 3/4• PT. TaC swu REFOWED OF CALVARM STEEL Or NOT LESS THAN o.oW Noww THKXN 0. LL) CO COOR. L Cunots TO BE NSTAum ON -SITE In OTWERS nfRU LOCH. TYPICAL ARCH FRAME WITH DOOR 2 MR o1fANRRRr AND 4' P.T. TLC A MM 2. ALL **W S AND DOORS To MEET THE W UUM SPEOFICAT04S SR1m6. Srs as* 2.• o RAUL 2) 2•r• RAID FLAT ON OALLS 2" @LOCxW 2• e• LAo FLAT 2.4 SOLE PLATE FLOOR FRAMOIC MAL r-o• To 1.r-a• AR[s 61-0• To ISe• END ELEVATION END ELEVATION III-IIIIII='" IIIIIIIII P J I II AS PM FUXW& ARD&C CODE. 0. FLAT NET& STRMS CAN BE BEM AROUND SIRUCTLIft IRIIBCRS oi!LA ows,_ MWEs, CJWRDS. ETG TO Imr sECILMW THESE CFO"' "' xT LAWL= N PNv. mLI t1tAT TNL MOLD W-W COLS nor NrLTOET¢ Wf N ANT COOK BRAKES os N TW STRAP. T . & CEN$F •• 13•- W 1,-, ar I' -ter V-1w• Auto rc nW Oe s ®fo mIATA s Qt-4Y —(' -\ i am 1— ` .`jf///• a24vTloPiwinaasE. e M. oa 2i STATE •• TIP. WTm 3/ 4• TLG PLYBO RD i Q i , 4' r• P. T. A7TAb WTn1 I i ` • • F L OR 10 P • • WA OR EQUIVAENT. SEE7 TABLE 2SPACM FoilQUANTITYAND ••.•. .•• V j Q //fill Y Motthew T. Soldwin P.E. Z Florida License / 64608 WITHOUT DOOR WITH GARAGE DOOR FLOOR J04T, SEE scHMULE IN sac J OILY04De"A) FLOOR FRAMING PLAN Sheet: SSB-1 OF SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2, ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2"x4" BOTTOM PLATE WITH A 1/2' AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS -WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2- HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2'x4' BOTTOM PLATE. TABLE CH RING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S__c 13'-8" 280 3'-r 11'-8" 240 S__ 10,-0' 200 S_r 8'-0" 160 S-C 6--0' 120 S-0' AT BLE•2 SKID RUNN R SPACING• SHED WIDTH X1 X2 X3 V-10]' 1'-101" V-1D)' 2'-8' 6'-4, 10'-0" V-7- 6'-10' 8'-0' o'-9' 6'-6- 6'-0- 0'-10- 51' VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4S4' SKIDS ONLY. 13'-B' WIDE SHEDS KAYE (4) SETS OF SKIDS. T 30" AUGER ANCHOR 4,900LB) INSTALLED PER MANUFACTURER'S INSTRUCTIONS. EYELET AT MAXIMUM OF 6' ABOVE GRADE. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER,.AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH- THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WI1H (1A"x4}" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE- OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE- BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3 ADTYPES TYPE PAD DIMENSIONS MAX. LOAD' MATERIAL I 2'x8'x16' 1778LBS CONCRETE BLOCK OUALITY CEMENT AND SAND MIX II 4%8'x16' 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16'x I6' 3950LBS ABS PLASTIC PADS N 8"x8"x16" 190OLOS CONCRETE BLOCK OU CEMENT AND SAND MIX BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8-x8'x16') MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. 2. ABS PADS REOUREO ON I V-8' AND 13'-8' WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE SW/DW 4.15/332 or TO 6' 6'-0' 1936LB I. 11, III, OR N 1879LB I, II, III, OR IV SW/DW 6.00/480 7 TO 6' 6'-0' 25WLB I, D, III, OR N 2558LB 1, II, 111, OR IV 10'-0' SW/DW 5.00/400 0• TO 6' 6'-0" 2400LB I, U. III, OR N 240OLS 1, 11, III, OR N 8'-0' SW 4.00/320 0' TO G 6'-0' 2029L8 1, 11, 111, OR N 2133LD I, 11. III, OR N 6'-0" SW 3.00/240 0' TO 6' W-O' 1658LB 1, 11, III, OR N 1866LB 1, II, 111. OR N LOAD WIDTH OF UPLIFT ON RUNNER NOT 1. PAD SPACING IS END TO CENTER Of PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LOS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPUFT (PLF) END ANCHOR- MAX. INTERIOR SPACING... 13'-8' 7.00 243 V0 TO S-0' 10'-0' 11'-B" 6.00 208 1Y-0' To 3'-U' 10•-0' 10'-0" 5.00 174 o'-o' To S-T 10'-0' 8'-0" 4.00 138 d-0' TO S-0 10'-0' 6'-0" 1 3.00 1 104 0'-0- TO X-0' 10'-0' TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR- MAX. INTERIOR SPACING... 20'-0" 10.00 400 0'-0` TO S-•0" I W-0' LOAD WIDTH OF UPLIFT ON RUNNER LOCATION FROM END WALL OF AUGER ANCHOR MAXIMUM SPACING BETWEEN'ANCHORS TOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CUM 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REOUIRED IF SPACING IS MORE THAN IW-0' BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE. 2'x2' GALVANIZED WASHER 2'x2' GALVANIZED WASHER WITH 1/2' NUT 1/2' THREADED ROD WITH I/2- NUT OPTIONAL FOR 'HIGH SET` NOTCH OR COUNTERSINK BOLT 1/2- 714READW ROD EYES BOLTED TOGETHER WTTH 1/2'x2' THRU 2'x4' BOTTOM PLATE OPTIONAL FOR 'HIGH SEY BOLT Q NUT WITH (2)2'x2' GALVANIZED 1/2' COUPLER 2'x4' BOTTOM PLATE NALL 1/2' COUPLER WASHERS (2.000LB SHEAR CAPACITY) 1/WED (400 LB.) CONCRETE TO 2'x6' P.T. BASE 1/2'x12' FORCED EYEBOLT X X MIN, WEDGE ANCHOR INTO SLABWEDGE 2'x4' P.T. BOTTOM PLATE---'. MIN. 4. SEE TABLE 1 FOR SPACING) w------- _ EYES BOLTED TOGETHER WITH 1/2'x2' BOLT Q NUT WITH (2)2'x2' GALVANIZED 1tr' TYPE I, II, D, OR N PAp WITH BLOCKING AS Rf0UtP SEE TABLE 3 1/2"x3- (400 LB.) SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHCAS THROUCII WASHERS (2.000LB SHEAR CAPACITY) II CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION SEE TABLE 1 FOR SPACING) 30' EARTH AUGER ANCHOR 1SEETABLE4FORSPACJNG) SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE DOWN DETAILS Wiz CODE INFORMATION CODE VLASION MC 2017 Hx COD^ ASCt-7 MANUFACTURER SUPE1101151ED6 BUILDING TYPE IOpR CONSTRUCTION TYPE V-e FIRE PROTECTION NOW FIRE SUPPRESSION SYSTEM NO E OCCUPANCY S7OTRAli . ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr200naA EXPOSURE o ENCLOSURE EXna u INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR t.t6 ROOF DEAD LOAD tOPSi ROOF LIVE LOAD 2OPl OR 3004x FLOOR DEAD LOAD IPS< FLOOR LIVE LOAD STD. mg - 127P57 OPT. 1Y RATING OF WALLS, FLOOR ROOF TVA MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE ND HURRICANE SNELTEIt USAGE Oro SOUME FOOTAGE ALE 71MN 720 SOi7. V) MTH 0 ODIC L.LI 4/26/ 16 2 N/A W ALL GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. LLJ 2. THIS BUILDING Is EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTIONJ1015.2.2. m 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE O d LLJ z W 0 0 6/1/18 J J Motthew T. Soldwin P.E. norido License #64608 rsh--t.- 0 AD-1 OF 1 RECORD COPY REVIEWED FOR CODE (OMPUANCE PLANS EXAMINER DATE SANFORp BUI DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERRNPLANS. TI CONSTRUCTION OR VIOLATIONS OFFHIS CODE 1A-T033 6usines r; Professional Regulation Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusla Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Aldx'Martens - y FLA Manulacuued 8uW9 Program 1040 NoM Monroe Street Suite 90A Td"wee, Florida =9.0772 Phone $50 4871824• Fox 050 414 8436 It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans In accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status. You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the BCIS (www.floridabuildina.ora) for online renewal. If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.floridabuildino.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc: Professional Service Industries Rick Scott. Govemor NOTES: Boundary LAND 1. THIS KUNDARY SURVEY WAS PREPARED FROM TITLE OR OTHER INFORMATION FURNISHED TO THIS SURVEYOR. SURVEYORS AndTHEREMAYBEOTHERRESTRICTIONSRECORDEDORUNRECORDEDEASEMENTSTHATAFFECTTHISPROPERTY. LB 4565 PROPERTIES ARE SUBJECT TO ALL COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD. Mapping2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS ASSOCIat2S, Inc. 3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON OR USED BY ANY OTHER ENTITY. SURVEYS ARE NOT TRANSFERABLE. 4, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT 109 WEST ORANGE STREET BOUNDARY LINES. BOUNDARY BEARINGS AND DISTANCES ARE SHOWN AS PLATTED UNLESS DENOTED AS MEASURED. ALTAMONTE SPRINGS, FL. 5, BEARINGS ARE BASED ON RECORD PLAT DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 32714 6. PROPERTY HEREON LOCATED IN ZONE " X " PER F.I.R.M. MAP PANEL NO. 12117C 0070F DATED 09-28-2007. PH. (407) 696-1155 7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, IF ANY, NOT LOCATED OR SHOWN. Property Address: 1002 S. SCOTT AVENUE ClLS. S_COTT_AVENU_E______ 60' RIW SCALE 1' = 30' 0 0 0 M 0 M N 90°00'00" E (BB) 75.00' P) v vv°vv vv v vv° v vv° ry+ wlo 670. 74 (P) Re- 4" o I.P. No# 600.00 (P) o c 3 j 3wHaaaaaoc- l oFinLu a Covered 14. 8' `<° Ent 8.1' F 38.0 , 40i,.._...- OAS Cvvt Sfrz.-cam qh r 2 x !G Sliu aS $vc.l.• cv acva> _> 1002 1- Story Block zo o >l r. Residence MI ` 6' LU o J m 8.V - LOT 26 LOT 28 = 0 26.4' DD o o myzC) o U U) LOT 27 a 0 1a. 6'± 0 Tree ;l at ence intersection 12' U. E. %A Rec. Y2" RB N 90000'00" W 75.00' (P) Rec.'/z" RB LS 3382 LS 3382 HAMILTON ELEMENTARY SCHOOL Parcel ID: 30-19-31-526-0000-010A