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HomeMy WebLinkAbout1990 E 4 St; 17-2338; SHEDITY OF SANFORD I }' BUILDING & FIRE PREVENTION PERMIT APPLICATION F D AUG - 2 2017 W Application No: Documented Construction Value: $ Job Address: Z ` istoric District: Yes No,® Parcel ID: 30 -) 9 -31- Seol-6 8DD D©66 Residential W Commercial Type of Work: New Addition Alteration RepairEl Demo Change of Use Move Description of Work: 'i'e,>1,ee4 rs+,- x,5 S ti u%T! Plan Review Contact Person: j-'o Sell '/(c Title: Phone: 3jJ- 363'3/31j Fax: Email: rYtiJ(Gr %'D'h inw lFC©%'J Property Owner Information Name J 0srlg 4A; tPhone: l 32, J) 342- 3 /..3G Street: / etc l` S' J' .c i, ems, 3L77) Resident of property? City, State Zip: _ r61V 40,^ _ i, 22 7 7 1 Name Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company:• Address: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E- mail: Mortgage Lender: dV L "VIE -- 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51' Edition (2014) Florida Building Code ^\ Revised: June 30, 2015 Permit Application 1 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name r of Notary Public - State of Florida Commission M FF 979233 My Comm. Expires. Apr 4, 2020 8"d through National Notary Assn. Owner/Agent is Personally Known to Me or Produced ID Type of ID R_ C)LI Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or 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 ]#Coif Heads Gen* APPROVALS: ZONING: —I UTILITIES: COMMENTS: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: Ok to install 0 x_A.(a___(_J,(csgft) shed as shown on plan. Meets area and dimension regulations for the S zoning district. Shed must be a minimum of 1 ft from the side property line and a minimum of from the rear property line. BUILDING: $ • i l• t 7 Revised: June 30, 2015 Permit Application SUPERIOR SHEDS. INC. SA1 FR nRr [=D An"DCCRAICK1'117 DCA`TE--,— STOCK MANUFACT SERIAL # v%L &—Iwo L_IV 1 PO# SOURCE BUYER LAST NAME-------_-" ""- FIRST Miller Joe & Pat DAYTIME PHONE NIGHT PHONE —]—CELL 321-363-3136 ADDRESS 1990 E. 4th Street INSTALL ADDRESS IF DIFFERENT CITY Sanf(Yd- __ COUNTY Semihole ZIP 32771 CITY COUNTY ZIP SUPERIOR -ORDER- LOCATION- -:.- __ SALES REP Orange City Orange City STYLE SIZE MATERIAL J COLOR BODY i Ly ; WINDOWS VENTS ELECTRIC ALL HEIGHT DECK i X TRFTRIMPEAK D `tiz ii S AC HOLE ENTRYI:7171 DOORS: TYPE WXH RHH/L H ` CO ORXH1r OTHER / MISC: RTO_ FI N_CASH COMPANY PRICE- 0 0 TAX + TOTAL = —f Sy, IC G ADDITIONAL+ DESCRIPTION' Q XS DEPOSIT $ Ci J CC CKZtCAPSH_ BALANCE DUE:. f? WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? AYES NO ADDITIONAL FEES / SPECIFICATIONS / INSTRUCTIONS: AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCALBUYERRESPONSIBILITY. A $100-00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIMEFORRETURNEDDELIVERIESDUETOSPACEPROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVEREDBUYERACCEPTSRESPNSIBILITYFORDAMAGEINCURREDFULLYASSEMBLEDANDPLACEDPEBUYERSINSTRUCTIONS. BE AWARE OF SETBYOBSTACLESTHATHAVENOTBEENREMOVED. ANY SITE BACKS. RETURN IPS TC MOVE SH DS WILL BE CHARGEABLE - PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BUYER UNDERSTANDS -AL 7TE D CO 1) IONS OF THIS AGREEMENT. BLOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS = '''L2 AND INSTRUCTIONS. BUYER-' Signature DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON 4DELIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Joe & Pat Miller WEEKS PENDING DELIVERY, UNLESS PAID IN FULL. BUILD- Print NameNGSMANUFACTUREDTOSPECIFICATIONSWILLHAVEA 20% CHARGE FOR CANCELLATIONS - GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE: SUPERIOR REP- Orange City SIGNATURE: SHEDS, INC. UNTIL PAID IN FULL. COLLECTION COSTS, IN- CLUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 2323 S. Volusia Ave. Orange City FL 32763OFBUYER PHONE: (386) 774-9861 SUPERIOR SHEDS, INC. SALES ORDER AGREEMENTDATEESTOCKMANUFACT- SERIAL# PO# .7 SOURCE BUYER LAST NAME------- ' - ' FIRST DAYTIME PHONE NIGHT PHONE CELL MillerJoe & Pat 321-363-3136 ADDRESS 1990 E. 4th Street INSTALL ADDRESS IF DIFFERENT CITY Sanfol= d- _ COUNTY Seminole ZIP 32771 CITY COUNTY ZIP SUPERIOR - ORDER -LOCATION- -: --.- SALES REP Orange City Orange City STYLE SIZE MATERIAL v COLOR BODY WINDOWS VENTS ELE CTRIC ALL HEIGHT DECK 1_ a C) I xM ROOF \ .\ TRIM C c ` cif PEAK S AC HOLEFR GARAGE R ENTRY DOORS: TYPE WXH RHH/L H x H s s• , - i OTHER / MISC: RTO_ FI N_CASH COMPANY PRICE— iC0 TAX ; ] C / C} TOTAL = ' l a q J IU C) 7 ADDITIONAL . 6a DESCRIPTION' A o 5 Q X DEPOSIT $ CC CK CASH_ 7 L/ BALANCE DUE:. c WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? AYES ONO ADDITIONAL FEES / SPECIFICATIONS / INSTRUCTIONS: AMPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL BUYERRESPONSIBILITY. A $100-00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME FORRETURNEDDELIVERIESDUETOSPACEPROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED BUYERACCEPTSRESPNSIBILITYFORDAMAGEINCURREDFULLYASSEMBLEDANDPLACEDPEfBUYERSINSTRUCTIONS. BE AWARE OF SET BYOBSTACLESTHATHAVENOTBEENREMOVED. ANY SITE BACKS. RETURN_IFZIPS TO MOVE SH DS WILL BE CHARGEABLE. PREPBYDELIVERYCREWWILLBEATADDITIONALCHARGE. r ONE SET OF BLOCK AND ANCHORS PROVIDED. ADDITIONAL BUYERlI-IIVDERSTANDS7\L 7E IONS OF THIS AGREEMENT. BLOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE. PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS gUYER- G''' ANDINSTRUCTIONS. i Signature DEPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON Z DELIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Joe & Pat Miller WEEKS PENDING DELIVERY, UNLESS PAID IN FULL. BUILD- Print Name NGSMANUFACTUREDTOSPECIFICATIONSWILLHAVEA20% CHARGE FOR CANCELLATIONS. GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE: SUPERIOR REP- Orange City SIGNATURE: SHEDS, INC. UNTIL PAID IN FULL. COLLECTION COSTS, IN- CLUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 2323 S. VolUsia Ave., Orange City FL 32763 OFBUYERPHONE: ( 386) 774-9861 S J ten: QX / City of Sanford Shed / Gazebo Permit Application Checklist FS All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value of the project. Copy of applicable contractor's license issued by the State of Florida (if contractor is applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two (2) site plans indicating proposed location and distances to property line(s). Shed or Gazebo 10'x 12'or less: Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. 2) Two copies of a legible drawing showing all framing details, foundation details, and meet all applicable code requirements (if applicable) Commonly accepted construction practices with appropriate tie downs or; ANSI / AF & PA WFCM wood frame construction manual for one and two family dwellings. WPPC Guide to wood construction is high wind areas. Florida State Department of Community Affairs Approved Building. I Shed or Gazebo greater than 10' x 12' : Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of manufacturer's installation instructions. Florida State Department of Community Affairs Approved Building. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. Revised: February 2015 41 r I Legal Description All of Lots 7 and 8, the South 1/2 of Lot 6, Block 8, 2ND SECTION '--•'— N.A ;.:fi x.e L -._ MAR VANIA, according to the plat thereof, as recorded in Plat Book S, Page(s) 88, of the Public Records of Seminole County, FL. NIA ISTSFL E:xn T aertvANu 2PA 55C Community number: 120289 Panel: 0090 a__ Suffix: F ELR.M. Date: 912812007 Flood Zone: X a ---- '- m -- - Date offield work: 411312012 Completion Date: 411312012 Certified to: --- Joseph Miller; Patricia Miller; First Signature Title, Inc.; Old ECHST Republic National Title Insurance Company; HomeBanc, N.A., its' successors and/or assigns, as their'interests may appear. - Ok to install 1 x_(1 sqft) shed as shown on plan. Meets area and dimension regulations for the AM S&J&zoning district. Shed must be a minimum of 10 ft from the side property line and a minimum of =400 2 W 3from the rear property line. 4 31 5 90.8-29"(M) Cr FIR 1/2" l No ID REMAINDER FIR 1/2" 135.02(M) LOT 6, o 7 NO ID BLOCK 8 135(P) m o; LOT 14 Q 23.0BLOCK 8 a S 1/2 .1 W o LOT 6 + 0 11 s. sa' I x a j v 00 BLOCK 8 v _ 8'83' LOT 7 WOOD Aj BLOCK 8 3o.8N SHED ON ENCL ED ' o 6.o BLOCKS n O d 35.01' 6PORCH A/ C o.o_ 34.31' LOT 15 cONC. 126.50(M ) Ljj In 3 1STORY RESIDENCE a; 126.5(P) BLOCK 8 J N N n COVERED 2 U ENTRY4 3 1.4 21 8 20.3 34.28' In 35. 18' — — 19.3 r 4.° --- ---- w 1 in it CONC. U LOT 8 DRIYE W LOT 16 m BLOCK 8 rn F BLOCK 8 a 135. 21( M) N a FIR 1/2" 23.0 ' 135(P) 20 50 NO ID-\ r PP J. . R/W LINE 135.29(M) — —FIP —Q 2, / 135( P) FIR 1/ 2"v WM NL o a PP NO ID NO ID w EOP EAST 4 TH S TREE T j FOURTH STREET(P) Property Address: 1990 East 4th Street Sanford, FL 32771 Cvn mr» umiwn• CV 77MIK 2015-06-02 2) 2 x 4 space headers and (2) 2 x B Tn r n k1'. SET UP AND INSTALLATION OF SINGLE WIDE SHED1' x 4' bridy' yew 8hlm)nurn gave _, 12 p.L pine each aide non load bearing .. I:Tr 6ur.r, Orr 1. BUsDrNG IS PLACED M REQIrESTED tDGTION ON SCHEDULE 40 PVC TO ALLOW FCGt MOt4?ArFl1T TO PlitA1 Of SQUARE 01-01-2012 - wwindbracvlg) (2) 2 x 8 p.t door bucks added- Q 5 when garage door Installed UwT TO HOUSE. FUICE- PROPERTY LINE, E7o.. 02-23-2012 02-27.2D12 - IUminUm root When garage door Installed - double antes for garage doors 3' x 5' (M-fek) CODE PE ViEFV z. CM-- UNIT IS SQUARE AND THE HK3H SPOT CP THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON THE HIGH 03-13-20122' x 4• a, r`-., garage door sins connector pFate- Y tr :c SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BRCUGKT UP TO LEV<l! AND BLOCKED, THEN THE CENTER OF 02-26r2015 y t b '1rr' t THE BULLDlNG s SUPPORTED TO LEVEL, BLOCKED AND SHIMMED. t x 4 bddging (typ.}^ Tarn. KS ARE ADDEO To ACHIEVE THE CORRECT SPACINGma7L or equivalent R-e, 3. AFTER THE BUILDING IS LEVEL MORE 4 ` r , .. e...F.;. ;{t . M+C7tOfi PLACEMENT IS ESTABLISHEDBg Y 7 WIDTH OFTttE BLtLLDiNt3 t10LES ARE C?CtEB T1tRORXiH THE 2' X N' E Widffi 5 - cusles7 r DOOR het B'$ 7'-0' Arch Detail for press plates cis , L BOTTOM PLATE WITH A 1' AUGER SIT AND THE EYEBOLT IS FASTENED INTO PLACE. THE HOLE is OUG FOR A 3T EARTH - L sf r , VIII-111 ANCHOR AND SAC KF91E/. THE EYEBOLT AND ANCHOR ARE FASTENED WITH A X 2' BOLT AND NUT. window ( see note 2, 3, 8 4 vales _ y 4' Dlok'.ldrtg scale: nSa. 5. IF THE UNIT is TO BE ATTACHED TO A OON47tETE SLAB THE BUrLDiNG IS SET aN THE CONCRETE SLAB AND SHG/MED UP - openS a wall anchor details TO LEVE1. A I -HOLE IS DRILLED MTN A HAMMER DRILL INTO CONCRETE SLAB 1 t' OFF Ra1101Sr. THE EYEBOLT IS FASTEN THROUGH THE BOTTOM AND A (-A SIMPSON CLIP) IS PLACED OVER THE 1• VOEDGE ANCHOR. A I• X 2- BOLT AND MIT Wt2j END ELNAT10NWrfHDOORTWOSKID MODELS Simpson L.STA-18:LISP LSTA-1a 7WASHERisUSED TOFASTENTHE EYEBOLT AND S7MPSCMCUP TOGETHER. aca = t ricane Strap or equivalent GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS a@studs) 1. BUILDING SHALL 8E iE INDME'TYT'E 1F9I ANCNfxi MANUFAOTUMO BY HOWE PRIDE r8BR1STKx- VA THE AVERAGE HOLDINGPOWERI.S NOT LESS 71WN,t WX ''.,, aluminum 2 AHCINORING SYSTELTO GROUNO PER LOCAL BUILDING CODE DEALER LOCATE ANCHOR SPACING PEN TABLE 4see detals bebw 4' )3. EYEBOLTS SHALL BE PLACED TPI RClUG H THE BOTTOM PLATE AND FLOOR SYSTEM12 Clip or n HS- 24, USP RTfi CL7n RiL<livaries-± CIS .:. singee Cilp aegirivalen' Table 7ada 2 Runner Spacing Fr F ,1'x4. 6acingg - shednsk.]yf l' max. na{(ry0.a nB ) _ _ _ > 2 x 4 header _ TYPE I, it, or III CONCRETE OR X 12' EYEBOLT1 -B' Y'-10 9'-11- T-11 ASS PADS W1 BLOCKING AS mobile buns dcar 1' x 4' brfdghng(wind txadng) Ir AUGER ANCHORE2 x 4 studs (typ.) REQUI}2F.D 2' x 4' blocking . grade _ 7 x 4" bo see well ankXwc delis Values from and of joist to center Of (2) 4 x 4 skids only. IT-W wide sheds have (4) aeffi of skids. plain 2 x 4 bottom plate SHED WITH SKID ATTACHED - yebolt and anchor boned support 2 z 6 Lend rat Table 3 FODb^g Pad Spacing or Single W{de(SW) a hurrix straP(lyix) use ISOMETRIC OF SHED 3f4' t& 0. _ z together w1' x 2• bolt and Douala Wide( sheds. to B Prd or advantage 4 x4 p.t skids End Pad SilhvpskxT LSTA48, USP s+: nts. (2} 2' z r gaiv, washers an urxl I Thor a urvter END ELEVATION FOUR 8Kt0 MODEL f and nu! LS7A Y$ a aquhtderarxB• siklixal 2' z 4 stud n - IUDa w114jt8d)nefls salki: `=..P ' I° 11-111 far informadon not shown see era! elevatfon w rb door ' x 4' headerr t WALL ANCHOR DETAILS tor 1! 119 sqa e: ns. OUTSIDE WIDTHS . L L---2.-0.- 40'-0' max. length 8'. 8`. 10" 1 Va". °r 13w N'^fka°° TP S, USP NP-35 N. P d spacing Is and tocanter dpad « 1 .xBptare or equivalent 2- Pads other than sari pad sped Is Keller to caner typ.;-- max- ioist spacing x ¢ urvx aua framing (typ.) 12 W8 (10d) negs; 3. Use same maximums ad for interior Droves.. . extra 4'. x 4' runner required on Q 5 4` x 4` haBdBr 1 X liiaataH X x concretemIu- T-B• vdde sheds seearchduelsstan.Ls. block Darnallp m 18• ale )oBt spadrg, gkled tongue groove ply.board w1 additional r x 4' r X r square x x - ul O d, c $ - center nfer rukmer24, USP TYf 3' x 5' Tek gals. washer w! 4' nut Lased wNidll on 0 9 r mpsal (M ) • Based on 2, 000 PSF Sal Beating CapaciM2,000 PSF is typ.} X m _ _ _ _ Clip or equivalent Installed at 10 required or X 3' 870# hit Notes: at X Y2' ed a ( 1. Hollow or solid concrete b4oc ks(8x8x18 may be shackedon pads for h' sets u to 48' without re' -a connection 4" x 4' runner between ° qr 't Simpson HS- 24 or b+ B Y°bOlt rating) expansion bolt 2. ASS pad required on 11'-8' & 13',8' wide buildings only P° P ^'D^9 cv USPRT-£t7' a we anchainm2' x 6' p.t plates for sheds over equivalent 4' b (per table 1) Table 4a Anchor Spacing of Augur Type Mk3rols For Single Wide Sheds `' ' 16' in t e dh 3• x 5' Mlrelt Connector plates (t770# uplrk) -.: - t_ t x rbolt w (2)IntanorIpecim g- O- ig$ Pill' b or equivalent (both side) T---1"... ri.. .--='-- 7 x r flat - T 1 i s 2• x 4' bottom 4' rob. astalra FLOOR FRAMING PLAN aaroutand all 2' x 4' ConsLvcdon _ i - i g sr b: = T Concrete Slab by others " 1SKR7 teWMM7TAC- EO AMCH!?,:l;,D s Lora! Cordes 8 jumfficibkl TO CONCRETE r Table 4b Anchoring Spa 10 of Au -Type Anc Mr For Double Wfds Sheds W ": -$ , :s- Y LD 7-0' d' x b' doorheaderaPPiYr = 3 E E i I Pull 4 under header pp x 4` bridging(wind bracing) -I ZU*-0 10-W 4WI cc Nil n Aluminum door" on ( t) J' x 5' (40Dd uphT, 'Loan"Location of and auger or slabanchor t x 4' beni(typ.) From and Back rating) wedge anchor Into » Ancor spacing Is examples: 30' auger or? x 3' expansion butts 5 N 3g x 4" window header wnCrela slab at spacig ANCHORN0iES: per table 1) 1. ANCHOR SPACOM IS BASED ON ASCE 7-10 FOR A CATEGORY I EHC 0SED BUILIXHG ED P. 'C' LocalConcrete dish by others 2. ALL MEASUREMENT AsavE ARE CENTER TO CENTER OF Atc"bi s4. x 4' window yin apply Codas $, jurisdiction 1 •min:--h._.{ crotch or counter sink 3. THE MINIMUM NUMBER OF ANCHOR IS (4), ONE a EACH CORNER OF SHED FOR SHEDS LESS W LENGHT THAN THE apply MAXIMUM. x 4' boom plate bolt through 2x4' 4. THE MINIMUM EDGE DISTANCE FOR EXPANSION BOLTS IS a DIAJXTEstS OR 5'FOt: A } EXPANSION SCLT- T&G plyboard OPTIONAL WOOD FRAMEr6. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SLED 13 PLACE NEXT To AN JOUSTING BUILDING IN WHICH CASE tmpeon HS-24, USP t27'-6 Clip DOOR CONSTRUCTION 41min r x 4' bottom pare naffed m ANCHORS CAN BE PLACE ON END WALL AS CLOSE A3 POSSJEMtTo SIDE WALLS. 2' x B' p.tbasa' equivalent ( typ) ON stub E N_ rs_ GENERAL NOTES: wall anchor details SCALE- Shod Whit Remove Anchored to Cmlcrate 1 ALL 6'4r (max connection) for connection stele:1 }' = 1•4rBUILDINGSFROM 0 - FT. TO 720 SO. FT. ARE EXEMPT FROM WIND-BORNE -DEBRIS IMPACT STANDARD PER FLORIDA STATUTES. SIDE ELEVATION WITH DOOR & WINDOWS 2. ALL BUILDINGS FROM 0 SQ. FT. TO 400 SQ. FY: ARE FOR USE WITH ONE AND TWO FAMILY scale }' = 1• 1$2 p.t 2 x 4 frame (typ) 2' x 4• bottom plate RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBC- ZL.ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SLL Fr. OR GREATER r 2' x r square gatvsntzad MUST COMPLY: WITH THE 8'-8' DOOR HEIGHT AND THE Mir. AND MAX WIDTH REOUIREMENTS. S 12 114- x 12114- IoWh steel vrasher with nut 3 4. ALL BUILDINGS 400 SQ, FT. OR LESS WITH 72• DOOR HEIGHTARE ACCESSORIES TO U 1' x 4' bridgng(wird bracing) opening i^'`r1 T&G ptyboed RESIDENTIAL STRUCTURES. 5. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR Z 121W of #2 p,t B. FASTENERS FAR ROOF AND WALLS SHALLHESCOTS@TRUGRIP METAL TO WOOD FASTENERS U 2' x 4' tient(Lyp.} botmm P AND SHALL BE 9.15 X 1. OR EQUAL Wi 1-(MIN.) THREAD PENS RATI ON(TYP.) T. GUTTERS TO BE INSTALLED ON SITE Z o g 2• x 6'side rall BY OTHERSTHROUGHLOCAL: CODES. 1' x 4"wind brace (typ.) at( q• wyboard till Tout comers 2xBp.tslderel Forged Eye Bolt or J' Threaded Rod SHED DESIGN LOAD REQUIREMENTS FOR THE: z P- 2'x4 battompiate 2014 FBCth -5Edition, 2011 NEC, 2014 FFPC Z T&G ptyboard Simpson HS-24. USP HS- 24 Clip or 16- to 24- 17 HYDROVF-NT DETAIS Coupling it Necessary for Level set bolted - I hereby Certify that i have reviewed these plans along with all budding materials and Z » agUrvwall scale: Y• = 1'4P eyebolt and anchor is 1r Forged Eyeboq 2' ( 2) components used in the manufacturing OTthesheds. The material and COfnpIXTentS either O anchw etuds onne nehordetals for corinecdm and r x x gaty. washers and 2" x2' together rv. Was have a FloridaProductApproval as required b the Florida Building Commission Ru ARP Tell y 9 ea(9N-3) HQgSEESIDE ELEVATION WITH DOORS AND - 30- Hurricane Anchor rut or were analyzed the Lt,R -SDesign- CO using tress esi 9 All materials and ' Ys WWINDOWSFORINFORMATIONNOTSHOWN2014Florida Building Code, the Florida Manufactured Building Act angdJ2(f s, Ord trsn3t 1 SIDE FI EVATiON STRAP DEfA1LS N.E.C- for a cat egory 1: Enclosed Building, Exposure "G', with a wt!tvekwlty"or 1 iti4rR ti S 1nH sraie 1. = 1' scar= ruts d . tfiree second 9sWIRINGDIAGRAMoptionalelectric) NJQ state AN wiring shallhad be me L cable 14 ga. 3 wire i e rr gp•rr•- r=7st Uistrrr Jtu..t DESIGN PRESSURE 'Roof WALL n FLOOR LIVE LOAD 75 PSF H - (-)" s r {. ., - DESIGN CRiTERiA FLOOR DEAD LOAD 8 PSF 4 1. UItDING CATEGORY Y ROOF LIVE LOAD 20 PSF BOOR DEAD LOAD 6 PSF e11 SINGLE HELIX AUGER ANCHOR ULOIN ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIENT r1- 418 ONSTRUCTIOUG710N TYPE VB of 1 sea table 4 for spacing C scalw n1s. 0 VELOCITY ISO MPH " 1, m encase in all mewOWABLE # OF FLOORS t boxes IRE RATINGNIA G.F.I. outlet CLOSURE CLASSIFICATION ENCLOSED Y , , ,•(f_F..E , ROOF HEIGHT 9.85 R •.r 1t358Y8 - SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. 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 THROUGH THE 2" X 4" BOTTOM PLATE WITH AN 2' AUGER BIT AND THE EYEBOLT(or Z" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS DUG FOR THE 30" EARTH ANCHOR AND BACKFILLED. per manufacture guidelines). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A Z" X 2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A g" HOLE IS DRILL INTO CONCRETE 1 2" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE z" WEDGE ANCHOR. A l" X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP 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 WITH 1) 2" X 4 2" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. 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 BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 2" X 2" FLAT WASHER W/J" NUT 2" X 4" BOTTOM PLATE X 12" FORGED EYEBOLT 2" X 6" P.T. FLOOR FRAMING SIMPSON HS-24 CLIP(870# UPLIFT) or equivalent T J1" X 2" BOLT W/(2) 2" WASHERS SIMPSON A-24 CLIP T- or eauivalent Tw" le_ - (1)}'x3"(1,2000PLIFTRATING) EXPANSION BOLT OR WEDGE 4" min. - -- •; •-. .' ANCHOR INTO SLAB @(spacing per table 1) ACHED Al SCALE: N.T.S. x 2" galvanized washer vith Irr nut threaded rod coupler 2' bolt & nut w/ (2) 2" x 2" anized washers(2,000#+ ar capacity) 12" forged eyebolt rumcane augeranchor STRAP DETAIL scale: n.Ls. SIMPSON HS-24 or equivalent TYPE 1. II. III or IV PAD W/BLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION GENERAL -NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP-1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then 4,900#. 2. Anchoring system to ground per local building code(by dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab Shed U lift / Side of Shed max.anchor spacing 13'-8" 280#1 LF T-6" 11'-8" 2404 / LF T - 6" 1 V 200# / LF T - 6" 8' 160#1-LF T-6" 6' 1204 LF 3' - 6" TABLE 2 Runner Spacing Shed Width X1 I X2 X3 13'-8" M 9'-11. 6'-11" W^ 10,V-10" 8'6 6" 6'51^ Values from end of joist to centers of (2) 4" x 4' skids only. 1 T-8" wide sheds have (4) set of skids TABLE 3 Support Fooling Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) Shed Description p ad End Pad Side Runner Pad Type Interior Pad Side Runner Pad TypeShedWidNTeLW'-PLF End Pad Max. S cin 131-8' 1 SWIDWI4.15.1332 0"- 6' 19364 or 1879# I, II, Ill or i 11'-8" SW1DW 6.00" 1480 0" - 6" 0-0" 2558# I, 11 Ill or IV 2558# I, It III or IV 10, SW1DW 5.00" / 400 0" - 6" 6'-0" 2400# III, Ill or IV 2400# I, II, III or IV a' SW 4.00" 1320 0--6- V-0" 2029# I, il, III or IV 2133# rTI7ffF-_1V 6' SW 3.00.1240 0"-6* 6'-0' 16584 I, II, III or IV 1866# 1, IL 111 or IV 1Pad spacing is and to center of pad 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load" Material t 2" x 8" x 16" 1 778# I concrete block quality cement & sand mix it 4" x 8" x 16" 3 500# jeoncrele block quality cement & sand mix 111 16" x 16" 3,950# 1 ABS Pads IV B" x 8" x 16" 1,900# 1 concrete block quality cement & sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max. without reinforcing. 2. Pads required on 1 V-8" & 13'-8" wide sheds only. 2" x 2" FLAT WASHER W/J" NUT 2" X 4" BOTTOM PLATE k" X 12- EYEBOLT OR I" THREADED ROD (IF NECESSARY) 0- 0,11 WITH 2" X 2" WASHER AND NUT (2,000# CAPACITY)# UPLIFT 0- 0 - COUPLER IF NECESSARY w EYEBOLT AND 30" AUGER ANCHOR FASTENED W/ }" X 2" BOLT AND NUT WI (2) 2" X 2" FALT WASHERS SEE BUILDING ANCHOR DETAILS SHED WITH SKID ATTACHED SCALE: N.T.S_ z C. i SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. Table 4a Anchor Spacing of Auger Type Anchors for Single Wide Sheds ye Auger Anchor Shed Width LW UftPLFE ax. n1t0e'n-0o"rspacing... 3'-8" 70'243 o W.-0" Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" Eve Auger chor Shed ize I i1tPLF End Anchor" Max.Interiorspacing* 1 .0 400 1 -0" to 3 -0" 5'-0" Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30" auger anchor or Z' x 3" expansion bolts - Notes: 1. Anchor spacing is based on a 3 second gust at 180 M.P.H. for a Exposure "C' Enclosed Building per ASCE 7-10. - 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) @ each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts is 8 diameters or 5" for } expansion bolts. S. Anchors shall be on side walls except when shed is placed next to existing building, in which anchors ran be placed on end walls as close to sides as possible. 1)12. x 5" (40041 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4" BOTTOM PLATE X X 4" BOTTOM PLATE NAILED TO 2" X 6" PT BASE CONCRETE SLAB BY OTHERS THR LOCAL CODES AND JURISDICTION NOTCH OR COUNTER SINK BOLT TH RU 2" X 4" PLATE T" 4" min. I - SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N. T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N- 3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE EXPOSURE IND VELREOCITYSW180M.P.H.(DW 190 M.P.H.) MEAN HEIGHT 9.85 R ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING N/A WIND LOADS Roof I Wall A 4. -) 41. 1. 34. 08 WIND LOADS DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD = 125 P5F FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFIC,ENT =+1- 0,18 01101/2012 02-23- 2012 02-29- 2012 04-02- 2012 05-02- 2012 06-18- 2015 O U - U Zui ti ( n a_- 0 U)a o LLI Opt- _ 00_ J tDLL rnnr } a0 DC 1' Qw Oow M," a Lu o ( n Ci l' c/ 1 SHEET 1 A. Cleaton, Jr. P.E, of FL PE # 35816 RECORD COPY w I REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 17-2338 ESAN LD/N6' FORD Tt REQUIRED INSPECTION SEQUENCE BUILDING PERMIT Minn Max Ins ection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) Address: ELECTRICAL PERMIT Minn Max Ins ectionn Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final WIN -OWN, 1611 114- 1 MINE Min Mays Ins ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final I ECHAN' ICAL IPE.RMIT Min Mays Inspection Descri tion Mechanical Rough Mechanical Final Min I Mays Gas Unde Gas Roug Gas Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: 9 + Name: --7'6S EP Fi P • lei 1 Lk &R, Address: if!2 ry A i C'T J'Ary ro %, 4) OV NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT 6 COMPTROLLER BK 8972 fq 942 (lPss) CLERK'S T 2017083176 RECORDED 03/17/2017 11:12:27 AM RECORDING FEES $10.00 RECORDED BY ht:i :=are Permit Number: + Parcel ID Number: -3e," %! - 3j -fU I The undersigned hereby gives notice that improvement will be made to certain real property, and in accordanceChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Le al description of the property and street address if available) X I <0 f g g o W GENERAL DESCRIPTION OF IMPROVEMENT: fy x 1c, OWNERTFORMATION: Name: 0-se-a h Po- i, Address:) 9 D L4 - %l Fee Simple Title Holder (if other than owner) a- 3 ' 7 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: In addition to himself, Owner Designates Section 713.13(1)(b), Florida Statutes. of To receive a copy of the Lienor's Notice as Provided in Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe ies of perjury, I crlare that I have read the foregoing and that the facts stated in it are true to the st f my es a d belief. za - - '' ' i,) Owners Signature Owner's Printed Name odd. Statute 713.13(1)(g): "The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead State oQ County of ' The foregoing instrument was acknowledged before me this Aa day of 20 / 7 bY 1'k 00-u-C T Who is personally known to me t Name of person making s tatem OR who has produced identificationVQ type of identification produced: DEBBIEBLANTUN MY COIONIISSION # Fr" 17t EXPIRES: February 25, ?.019 bonded Thru Notary Public Undervritels Notary Signature