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HomeMy WebLinkAboutBuilding Permit Application All APPLICABL IN11FO UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: /91Y M Permit Number: RECEIVED AAS• �MW��1YY!!I"! JUN 2 4 2019 ♦ R , Building Permit Applica an,cieCounty, Permitting Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)4621-1578 Commercial Residential PERMIT TYPE: ] Isuil, Deg PROMS.ED IMPRIM PQD CTI LOCATION: Address: 35* in 01 Mil ID 1.2 Property Tax ID#:ItA WE- o©12' n 60 0 Lot No. Site Plan.Name: Block No. Project Name: DETAILED DESCRIPTIO O WORK: U lv C/ t S -- can 21- -b SGS CONSTRUCTI0, INFO NATION: Additional work to be performed under this permit—check all that apply: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator -Roof . Pitch Total Sq. Ft of Construction:: Sq. Ft. of First Floor: Cost of Construction:$�(� � Utilities: —Sewer —Septic Building Height: OWN@R/ I CONTRACTOR: NameC��ict,E:.:..�U:V�°y1.:, Name: Address: �I,lU✓�' �V-. Company:,- ; Ciity., {�i�(LG� State: Address: ` Zip4Code: PJ �Z Fax: City: :State: Phone No.11`��a—�a� `_ �� Zip Cocle:: Fax!,:r..:m E-Mail: UJkD a S (n OU .(/I>- Phone No Fill in fee simple Title Holder on.next page f different E-Mail from the Owner listed above) State or County License If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LGEN LAW 1 FORMATION: DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _Not�Applicable Name: Name: Address: Address: City: State: City: -State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT:Application,is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association,and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that.l will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use "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 FORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN F NANCING, CONSULT WITH YOUR LENDER OR A4ATTQRNEY BEFORE RECORDING YOUR NOTICE OF CO13MENVMENV7 C Si5p6rKof Owner/L ssee/ ractor as Agent for Owner Si , ure of Contractor/Lice a Holder STATE OF FLORIDASTATE OF FLORIDA COUNTY OF COUNTY OF The for ing instr ment was acknowledge before me The fo oing instr ment was acknowledge before me this day of r 2013 by thi �day of 20by MIC�LI el �1rt 111&26aI hl � � Name of person making statement. Name of person making statement. Personally Known OR Produced Identification ,✓/ Personally Known OR Produced Identification Type of Identification Type of Identification Produced Produced IJL (Signature of'N ry.�IiA �c-Sgtt��q rgla�l ELSEN (Signature of Notary Pu Iico �ff II i ,_ �:S�9Q lorida-Notary Public State of Florida-Notary Public =. +_ Commission # GG 207484 Commission No. =• Commissio SSM} 207484 Commission No. r o-c y Commission Expires My g&eaj)ssion Expires '7,Eov_,iKs p '�nm�� June 12, 2022 ° June 12, 2022 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. 1. Planning&Development Services Department Building&Code Regulatio s RECEIVED 2300 Virginia Avenue Fort Pierce,Florida 34982 (772)462-1553 JUN 2 4 2019 OWNEWBUILDER AFFIDAVIT DISCLOSURE STATEME1 Vtr. Lucie County, Permitting F.S.489.103(7)EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all ap li a laws,ordinances,building codes,and zoning regulations. InitiW!Z I understand that the building official and inspectors are not there to design or give advice ono 01,meet the minimum code. Initial!�v I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initi I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and lia e for the cost of the license. Initi I understand that if any person that is unlicensed and uninsured gets injured on my construction project- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and relate4,medical cost,which could include loss of wages during recovery from their injury. In I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the uildmig and e Department of Professional Regulation. Si Zon* g Dep"ent to the Florida Sta and ac edge on this ,k Signed ed and a day of of 201 L4 4ge—r/Builder—Signature STATE OFF 1 0 COUNTY OF yme�t was ackpowle A Th f go g ms dged before me this day of 2o Aa by Uk4J _- who is personally known to me,or who has produced as identification. Signature ofiTotzy' Type or Print Name of Notary (Seal) Title:Notary Public Commission Number KAREN S. NIELSEN SLCPDSD Revised 06/13/2014 Al State of Florida-Notary Public e. *Z Commission #i GG 207484 My Commission Expires anna June 12, 2022 SUPERIOR SHEDS, INC. SALES ORDER AGREEMENT DATE7TOCK MANUFACTURER ISERIAL# PO# ISOURCE X 6-13-19 1' x 112505 BUYER LAST NAME FIRST DAYTIME PHONE NIGHT PHONE IGHTPHONE Dunn Michael 772-323-9058 ADDRESS INSTALL ADDRESS IF DIFFERENT 356 Melton Dr COUNTY CITY ip COUNTY —7— C _T34982 CITY Ft Pierce Paint Lucie SUPERIOR ORDER LOCATION SALES REP Ft Pierce Fort Pierce/Hal STYLE SIZE MATERIAL COLOR WINDOWS VENTS ELECTRIC WALL HEIGHT DECK BODY BEIGE BUNG 16BEIGE - PEAK x —1-0 ROOF 1 TRIM BEIGE R-V 8411 3/4 AC HOLE RAMP [GARAGE DOOR ENTRY DOORS: TYPE WxH RHH/LHH COLOR W H 6. 91 OTHER/MISC: tv— RTO_FIN_CASH_ COMPANY JUN 2 4 20 PRICE TAX+ 5T, Lude C,Unty, Permliabno, TOTAL= $2675.00 p ADDITIONAL+ E DESCRIPTION 10 R_v R CEIVED A 6 FT GD K JUN 2 4 2019 DEPOSIT$ $1700,00 ciq County, Permitting _C0 CC—CK_CASH X r BALANCE DUE: - 10 ­7� $ $975.00 WILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? OYES 13NO ADDITIONAL FEES I SPECIFICATIONS I INSTRUCTIONS: AMPLE ROOM IS NEEDED.FENCES,SHRUBS,ETC.ARE PERMITS:BUYER IS RESPONSIBLE FOR ALL PERMITS,CONTACT YOUR LOCAL BUYER RESPONSIBILITY.A$100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA.DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE.THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED BUYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS.BE AWARE OF SET BY OBSTACLES THAT HAVE NOT BEEN REMOVED,ANY SITE BACKS.RETURN TRIPS TO MOVE SHEDS ILL B HAR.GEABLE. CO=O S OF THIS AGREEMENT. PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE. SHEDS X6 i, ONE SET OF BLOCK AND ANCHORS PROVIDED.ADDITIONAL BUYER UNDERSTAND��R 'E BLOCKS,ANCHORS OR ROLL INS WILL BE CHARGEABLE. - , _ PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS BUYER AND INSTRUCTIONS. S *ature DEPOSITS:DEPOSITS REQUIRED WITH BALANCE DUE UPON DELIVERY.UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Michael Dunn WEEKS PENDING DELIVERY,UNLESS PAID IN FULL.BUILD- Print Name NGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A 20%CHARGE FOR CANCELLATIONS. DATE:— SUPERIOR REP.Fort Pierce/Hal SIGNATURE.- GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR SHEDS,INC.UNTIL PAID IN FULL.COLLECTION COSTS,IN- CLUDING ATTORNEY FEES,WILL BE THE RESPONSIBILITY LOT ADDRESS: 6165 S. US Hwy 1, Ft Pierce, FL 34982 OF BUYER SUPERIOR SHEDS, INC. DELIVERY FORM DATE 6-13-19 SALES REP Fort Pierce/Hal SHED LOCATION CUSTOMER NAME MICHAEL DUNN PHONE NUMBER 772-323-9058 INSTALL ADDRESS 356 MELTON DR CIT' FT PIERCE ZIP 34982 SHED SIZE 10X10 STYLE BUNG COLOR BEIGE SERIAL 112505 RAMPS ❑ SITE CHECK NEEDED PERFORMED BY: DATE: PROCEED ❑ NO D YES OBSTACLES TO SITE MILES FROM BUILDING PLACEMENT DIAGRAM MARK AS YES NO LOT: SEE PRINT OUT TREES ❑ ❑ LOAD DOOR TO POWER LINES ❑ ❑ CAB ❑ POWER POLES ❑ ❑ REAR ❑ OVERHANG ❑ ❑ DRIVER ❑ A/C UNIT ❑ ❑ PASSENGER ❑ SEPTIC ❑ ❑ SPRINKLERS ❑ ❑ ANCHORING FENCE ❑ ❑ SURFACE GATE ❑ ❑ EARTH ❑ WIDTH OK ❑ ❑ CONCRETE ❑ UNDERGROUD LINES ASPHALT ❑ MARKED ❑ ❑ CORAL ❑ AREA CLEAR ❑ ❑ LEVEL AND ROOM TO SPIN THE ACCESSABLE BUILDING ❑ ❑ ❑ YES ❑ NO 25 HIGH SET ROLL IN DYES ❑NO DISTANCE FEET.DISTANCE OVER 25'WILL CARRY CRANE IN ❑ ❑ ADDITIONAL CHARGE COLLECTED ATTIME OF DELIVERY. Fl YFS Fl NO NOTES: PLEASE CUT GRASS AND REMOVE ANY ANIMAL WASTE BEFORE DELIVERY.TREAT AREA FOR PESTS AT LEAST 48 HOURS BEFORE DELIVERY IF YOU PLAN TO TREAT THE AREA. DAMAGE CAUSED BY OBSTACLES NOT REMOVED IS BUYERS RESPONSIBILITY. PLEASE REVIEW-tht EXTRA CHARGES MAY APPLY AS NOTED ABOVE.PLEASE REMEASURE-RE LRE ANY AND ALL OBSTACLES-PLACE FLAGS-PROVID TO MARK REQUESTED PLACEMENT OF SHED IN YARD. 1 CUSTOMER SIGNATURE: DUE ON DELIVECr $975.00 RY SATISFACTION—FILLED OUT AT TIME OF DELIVER THE SHED IS BLOCKED TO CODE/ENGINEERING ❑ DELIVERY WAS SUCCESSFUL ❑ DELIVERY IS A NO GO ❑ ANCHORS ARE SPACED TO CODE/ENGINEERING ❑ THE SHED IS LEVEL END TO END p PERFORMED BY: DATE: THE SHED IS LEVEL SIDE TO SIDE ❑ NOTES/COMMENTS: ANY SIDEWALL DOORS ARE BLOCKED UNDERNEATH ❑ ALL ACHORING HARDWARE IS TIGHT ❑ RAMPS,IF ANY,ARE INSTALLED CORRECTLY ❑ DOORS OPEN AND CLOSE'FREELY p CUSTOMER HAS RECEIVED THE MERCHANDISE IN SATISFACTORY CONDITION.THE UNIT HAS BEEN PLACED/LOCATED ON THE PROPERTY AS DOOR LOCKS/LATCHES FUNCTION WELL p PER THE CUSTOMER'S INSTRUCTIONS.ANY RETURN TRIPS TO MOVE THE ALL WINDOWS OPEN AND CLOSE ❑ BUILDING WILL HAVE AN ADDITIONAL CHARGE.THE BUILDING HAS BEEN ALL WINDOWS HAVE SCREENS ❑ DELIVERED, INSPECTED,AND ACCEPTED BY THE CUSTOMER, OR THEIR THE SHED IS CLEAN ❑ REPRESENTITVE,AS SATISFACTORY AND COMPLETE. CUSTOMER WALK AROUND ❑ AMOUNT COLLECTED$ PAYMENT TYPE CUSTOMER INITIALS AFTER WALK AROUND INSTALLER SIGNATURE: AND CUSTOMER INSPECTION CUSTOMER SIGNATURE: DATE: FLA Manulaaured aus K),)Program Bus nes 1940 t4onh o We�: Professional T4ahnsee, Flonda32399OM Phone 850 487 18214• Fax 850 414 8436 R?c,guIati on Ken Lawson,Secretary Rick Scott,Govemor RECEIVED September 23,2016 Alex Martens JUN 2 4 2019 Superior Sheds,Inc. 2323 S.Volusia Ave ST. Lucie County, Permitting Orange City,FL 32763 RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.VolFiaA ran E GuF City,FL 32763,has.been approved under the Manufactured Buildings Program,as provide 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.floridabuildinq.org)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.oro 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 } SETUP AND INSTALLATION OF SINGLE WIDE SHED ^y/ SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR II 1..BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. 4 PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE2.BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE R •a!+;=' BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE y�I( BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). `..--',��''i'`, BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 11 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. `i{,Vf(l FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)I•x44' P 3.AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND'THE OTHER BOLT HOLES ARE R SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS - 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30"AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE I FOR HO THRU THE 2'x4'BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL (4,9001.8) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). CODE YOmaN Em mn w uw,As¢-• 1/2'THREADED ROD(FORA-HIGH SET)IS SECURED THOU THE HOLE. 6.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING ISUFALTwsulmo,sm3 5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BImnONc TTPE FOOTER(GARAGE DOORS FOR.EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO m,NmRwnoN r- r-e 6.IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE T•x01ErnON Ilol[ 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 FIRE sa,PR®ON SYSTEM PLATE AND A,SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY •' WEDGE ANCHOR. AJIOWABLE 1111A.OF STORIES I 7. IFTHEUNIT IS A'NO FLOOR'OPTION.ANCHOR.WITH 1/2"x5"WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS B'sc*No SPFEn 2"x4"BOTTOM PLATE. 1.BUILDING ANCHORS SHALL BE'MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE _SUREMCLOSURE tN0n5m AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE OIIERNAL CESS RE y_AC, o,a TABLE TABLE 2 TABLE 3 HOLDING STRENGTH IS NOT LESS THAN 4.900 LBS. lye AN.Mimi M. C I G CONCRETE SKID RUNNE SPACING- AD 5 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). RooF txAC InAn T� LOCATE ANCHORS PER TABLE 4A OR 413. SHED WIDTH UPUFT(PLF)ANCHOR SPACING SHED WIDTH x1 x2 x3 TYPE PAD DIMENSIONS MAX.LOAD- MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE RwF LIVE LOAD 20'-0" 400 7-1.' 13'-8' I'-lO)' f'-1 O)' 1'-10)' I 218'x16' 1778LBS CMCRETE BLOCK QUALITY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FLOOR IF/.p Lao 3va CEMENT AND SAND MIX FLOOR UNE tan 13'-B" 280 S-C 11'-B" 2'-8" 6'-4" - II 4x8116 3600LBS CO CRETE BLOCK OU T BLE 4A CEMENT AND D MIX 30•AUGER ANCHOR SPACING-SINGLE WIDE YI'RATWc a WUJs,FIaaR RaaF H/a 240 S-Er 10'-0" 1'-7' B'-10' - III 16"x10" 3950LBS ABS PLASTIC PADS SHED WIDTH LW UPLIFT(CLF)END ANCHOR--MAX.INTERIOR SPACING... MOWIES PFR BBRnINa , 10'-0' 200 3-6' B. 0'-9' 6'-6' - IV B"x8'.15' 19001.8$ CO CRETE BLOCK'p HUMxANE PRLn[OnoN USAGE b C ENT ANO S%MIX 13'-8" 7.00 243 E-0'TO S-O' 10'-0' HURRICANE 3HFLTER USAGE la )j'-p' 160 3'-Ji' 6'-0" 0'-10" 51' - BASED ON IOOOPSi SILL BCMWG CA➢ACRY(3000Pss Is RPK%JJ SKNURE FOOTAGE ILO txRl TAo FaAT. NOTES 11'-8" 6.00 208 O'-0'TO 7-0' 10'-O' REVISIONS fi'-0" 120 �{{' •VALUES ME FROM END OF JOIST TO CENTERS OF(2)4'x4" I.HOLLOW OR SOLID CONCRETE BLOCKS(8'•81167 MAY BE STACKED SKIDS ONLY.IX-e"WIDE SHEDS HAVE(4)SETS OF SUDS. ON PADS TDR HIGH SETS UP TO W WITHOUT REWORDING. 10'-0" 5.00 174 0'-0'TO S-V 10'-0' REV DESCRIPTION DATE BY 2 MS PADS RE0001E0 ON IV-B'AND 13'-B'WOE SHEDS ONLY. 8'-0" 4.00 138 0'-0'Tp S-0' 10'-0' SUPPORT FOOTING PAD SPACING FOR RUNNER TABLE 3 BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS 6'-0" 3.00 104 E-0'TO 3'-0' 10'-0* SHED DESCRIFOON PAD MAXIMUM LOAD AND PAD TYPE TABLE B SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING-DOUBLE WIDE PAD TYPE AD PAD TYPE SHED WIDTH LW UPLIFT(PLF)END ANCHOR- .INTERIOR SPACING... maen�„ 13'-B' SW/DW 4.15/332 0'M 8' 6'-0' 1936LB 1,II,III,OR N 18791.13 1.II,III.OR N 20'-0" 10.00 400 O'-O'TO S-If 5'-0" C) Oxy; TB 11'-B" SWIDW 6.00/480 0•TO 6' 8'-O' 2555LO I,II,111,OR IV 2558LB 1•II•III.OR N •LOAD WIDTH OF UPLDT ON RUNNER LL1 4/26/16 ••LOCATION FROM END WALL OF AUGER ANCHOR 10'-0" SW/DW 5.00/400 O•TO E 6'-0' 2400181.II,III,OR IV 2400LB 1,H.III,OR IV •^MAXWUM SPACING BETWEEN ANCHORS (n N/A SW 4.00/320 0'1D K 6'-0' 20291.8 I,II,III,OR IV NOTES ' '" N - A" DESIGNED AS PER ASCE-7. (1 ALL SW 7.00/240 D1D6fi' " a0110=4MECETJIm-TO-CENTER 0 GENERAL NOTES -01658LB I,R.III.OR IV IB66LO J.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(I)ANCHOR PER EACH CORNER. 1.FOUNDATION PUNS ME NOT PART OF THIS •LOAD WIDTH OF UPLIFT ON RUNNM ADDITIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-G" PLAN SET AND ME GOVERNED BY LOCAL BETWEEN ANCHORS- JURISDICTION. NOTES 4.ANCHORS SHALL BE ON 510E WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2.THIS IIUILDINC 19 E%EMPf FROM ME FEC I.PID SPAWNG IS END 10 CEDIER OF PID. EAU NO-WING;IN WHCH ANCHORS CAN BE PLACED ON THE END WALES AS CLOSE Ll1 EIERCY CONSERVATION CODE PER SECTION 2.PADS OMER THAN END PADS SPACNG IS CENTER TO CENTER. TO ME SIDE AS POSSIBLE J 1 USE SAME MAXIMUM SPACING FOR INIEGOR SPAON4m 3.1015.22. REFER TO TIE-DOWN DETAILS FOR PROPER INSTALLATION REQUREMDos TO MEET CODE. RE D o ST. Lucie County, Permitting JUN 2 4 2019 LLI \\�� �W T. @q Sr.Lude County,Permitting \ .................... p i 1'Q'I+LLVAN¢m WASHER J \\ �` 2'Q'GALVANIZED WASHER WITx I/3'Nur OPa110IUL MR-HIGH SEY NLTIQH OR COUNTERSINK BOLT Z �:• \CENSE ,•.•�i�' WITH 1/2'NUE 1/2'THREADED ROD MRU 314'BOTTOM PLATE ETES BOLTED TOGS M WITH 1/3'Q' (n OPTIONAL TOR Taal SE' Bou h NUT WITH(2)a'Q'GALVANIZED Vx'COUP 2". 1/2'COUPLER :: WASHERS(2.0001H SHEAR CMACTT) TO 2'380 P.T.BASE OM PLATE�� .. 1/315'(400 ED.)CONCRETE 1 1/3112'FORGED EYEBOLT . . MIN. WEOCE ANCHOR INTO STAB _ MRN. 0 ; �• MPU 211'P.T.BOTIDN PLATE , ____-_ �4• : • ' � (SEE TABLE 1 FOR SPACWG) ,a...... _ EYES BOLTED TOGS UR WITH 1/2'Q' 0 i STATE OF ((/` W k NUT WITH.EHE'GALYANIZm TYPE I,II,10,OR N P _ WASHFAS BLOCKING A5 REOWR ( LE 3). 1/2 xJ'(MO IBJ SIM-H A-a4 CONCRETE s.BY OTHERS THROUGH CONCRETE SLAB BY OMERS THROUGH P \\ (Z.000M SHEAR CAPALR1T N CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JUMSDICnON Z / .(�•'•.•. L 0 R I D \ 30'FARM AUGER ANCHOR I (SEE TABLE 1 FOR 5PMING) O (C ••. •. Gid\\ (SFE TABLE 4 TOR SPACING -1. SHED WITH SKID SHED WITH 'NO FLOOR' OPTION )SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE g ,���%���NA' TO PAD OR BLOCKING - J Matthew T.Baldwin P.E. TIE-DOWN DETAILS Florida License f64608 N Sheat: AD-1 OF 1 Z l d h S d Wall H End WaHeader Schedule 180C PSI APPROVAL 2018-01-18 Side Wail Header Schedule(780C) Enc•4 Fasteners w/o 51mp Bulldin Wdth bua[d} Maz.Span NJ[o} --- D Fasteners w/stre las=h ondlky - S¢a Up 4Wide (each end) 21-2N(c) g of4 1 a_ ' 04 ALUMINUM ROOF SMFATHINGP � 0'-0'NAx Max.Span NJ(b} e u e e uas ere e. er pnxo-In rum 14•x4° J 3-3•x0.131°hells b.NJ-Number oljecN ollds recanod to GuppW each end.s _ 4k4'w2x4' 61.0" 1 8-3°x 0.131'2e0s aLmd aet a.Tabulated values are for No.2 gd.140 alk stlas.but be studs Imd M. ads Spmc&PinsFir lumber. b.NJ-Number o flack studs requhod to support each end. G .Window header for window openings that hate mom than 0%combined stud wall ebur 10� t ►'(and below,otherwise use door header schedule. I�A� d.See header details Wralternate layouts,i.e.2-2x4'or4'x4'P.T. ra�A roam mALlaw iava e.Theheader sen ff,4r,eq be.Bashedtothetop pleteantlthushatethecanbinedstrength nmroy.oneR�0dm1m o M. CODE I FOR TIO aquitalant and use the mextmum span stated. CODE VMCN tx RUNNERS I.IANUFACNRLR mvwm soifl •I WRL ams B ntoop TYPE ''I pm•pAe M PRMMON NUNS OOVVAATION ��Aw• •� i i j�i M sUPPREGaON SISTEY Nake 2•x4°TRUSS L'- m sose•r m wAON xw aam/NCYr ®24°-O.C. �� Pk• YJ MAX. IA% r°Ta•a leu-ec Nrµrvl J-' pat ams SAT a stem BASuG an NUYBER d STONES I _ f Y AIAx. tout Want vtm v'Temcl, HYOROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & pPOaURE G END W muss 4"x4" W/2"x4" FNClGSURE waysm jOPTIONALI k DOORS DOOR 6' WIDE 10 LESS WIERWL PRESSME COErT1OEM •/-ate IYPOMMCE FAMR 145 y,by((.ks ROOF BEAD UM Tors =-H LG.F,I. - + ND1E5-aPr10NAL REGTRIC F ROOF LVE LOAD cover OAR Jea•NORr law OUT 14 -ALL WIRING 5Hµ1 BE 14 GAGE 3-WIRE MC C.NBIE. rGae Asw w BOOR OFID LOAD _E N Q -ENCASE W ALL METAL BOXES. :r•/�✓:wi:i.,,t.ru+.wm..e.n FUGOR UYE Ida STa Tarer-IJea9f aur. SOURCE _ -vt•• DESIGN PRESSURES L Q .,....r" 'R'nAlelD OF WHls.EtmR.RaOi WA ROOF+27.0-94.7 ROOF FRAMING PLAN WIRING DIAGRAM "rR',; nx�M LUUM PER BUIIG010 , WALLS DOORS INDO +32b-292 (OPTIONAL) ,", HURRICANE PROnUcrON IRwE No Osuccc•mi•r4,rNn•isa•u HURNCANE s9 M USAGE No Wel oe Ausl¢Yb' r1aL •DceR• eei mGTlaa VAR• Sos M MIA= TTa seJi.m Im se— REVISIONS oulL s mk R DESCRIPTON DATE I BY ' w auYMN'wl sNGThNo ovnWs s¢IRAJaR a•Wx. xu 4 xuMaA m�� Orean or. 14 1W oa hba Z :3 oo.: Z 12/12/17 IJeI WALL 0_ •. MI cum. a.4 sols mArt to IrJ N A s4•ae YAx. nom enWlxc S •• SS-8-180CR1 W PUJIS AR[N�erc�vpMNa er rlm IxMI 52T Np N¢ Teem M4ea D_ •COV mblvr maY;xE Tee mmcr caNsenAGA NLL9mm 5¢Vlm m SaL EOArt [yJ_J e'mor vm laleli STANDARD WALL DETAIL tore W1e+a�p�p LtrN caNaNums^�+ ¢ amaw{pam To m°QfO"°1°pp1NaeuAnw LJ AOm -i LI --Y Is- 1 faML nW OLL 4qIpm{p DISY4 A F •.Jll STga.eMD4 rmOs$.LIC JA[W.I.SM•¢®r WITH DOOR h.WINDOW OPTONS `0ml'm�PaN. L rtN1 Y4eeee Ala o u Halm. ra ro Ir-a• Am e•-o•To •e• 73j//44 rtMTMmo awA ser a�ruv (1 sWnITli awMOi can N V a ortR wo so.rr.WuL NAVL AN ea•YwNYY ELEVATION CROSS-SECTION END ELEVATION 4•r•vr.Alvom a •ve-R•r°0° TwH oaa•xo�•Iw Tlmgm W To as umulm al-art er amDm Txxu maL -a/4•no L.J TYPICAL 0..CH FRe1JF WM DOOR •O4n[a'rcA auiminsreo -a/4'vs.ra `�¢ (/}o PFMpNorLopFapa/�+m ooav ro IST na YMW4 srtCnunWr sbNO. �RAs.e�Wl1yyxyytlk eTMn aNeB[amR MalA9 STMrYxY.YdBO9 YLLBeIe:P�Wbm lOar nH A.13.9 comma Nm enveDa Fir Ira• r��a. ,.";d. .�d. Z ��� w @//// to,- r.• r • g �E.............°q�o,,� De s11•umw _ CaL �•��•• ••V\CENSE" of bi J.4 ouxaaa a4 a u T Q �_ f S ri•'IAe DAr mncvluiziuvve la•ac �•, STATE ;'✓Q:� m.Wm+aµ•rAa neeeuw YF 41r vr.ATeb®mm I �/ F`•'• f l 0 R 10 P'rill 1, 1� noa rTwaz4ap1YR oYAvim/a �/j FSS•••...... .. G �� '/// �N Ai A. 99 1-1I a LL ____ _____ ____ ____ ____ ___ ____ ____ ____ ____ ___ FloridoWOcaT.e a W164 08 END ELEVATIONEND ELEVATION naw 1� Z WnOUT DDDR WRH C .s[soaaA[NR OII M toNva oaavw N m sheat: SSB-1 OF 1 FLOOR FRAMING PLANM TYPE OF SURVEY-1 BOUNDARY PLOT PLAN U C TIE IN I FINAL TOPOGRAPHIC COMPLETED ON: 1 7-13-06 LEGAL DESCRIPTION: ' 8 SURVEYOR'S REPORT: LOT 15 AND EAST 30 FEET OF1. UNLESS OTHERWISE NOTED ONLY PLATTED EASEMENTS ARE LOT 16 OF BLOCK 2 OF RUHLMAN tj SHOWN HEREON. SUBDIVISION ACCORDING' TO THE 2. NO UNDERGROUND UTILITIES OR IMPROVEMENTS WERE PLAT THEREOF AS RECORDED IN LOCATED UNLESS OTHERWISE SHOWN. PLAT BOOK 9, PAGE 55, THE 2 3. THIS SITE LIES WITHIN FLOOD ZONE 'X', ACCORDING' TO PUBLIC RECORDS OF ST. LUCIE II THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. COUNTY, FLORIDA. • 12111CO277 J, EFFECTIVE DATE FEBRUARY 16, 2012. 4. FLOOD ZONE SHOWN HEREON IS AN INTERPRETATION BY THE .. SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD ABBREV I AT I ONS: ZONE SHOULD BE VERIFIED BY A DETERMINATION AGENCY. V 5. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF CONC CONCRETE = LOT 15.ASSUMED TO BEAR SOO'00'00'W. FFE = FINISHED FLOOR ELEVATION ^ y 6. ALL LOT'''D(MENS I ONS SHOWN ARE PER PLAT UNLESS FND FOUND 5/8" IRON REBAR OTHERWISE NOTED. ALL SURVEY MEASUREMENTS ARE IN FEET. IRC = 5/8" IRON REBAR WITH PLASTIC 7. ALL MAPPED FEATURES SHOWN HEREON ARE UNDER THE PCOR = PROPERTY CORNER o DIRECT SUPERVISION AND RESPONSIBILITY OF ALEXANDER PCP = PERMANENT CONTROL POINT M J. PIAllA PSM, INC. PL = PROPERTY LINE 8. SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT PUDE = PUBLIC UTILITIES AND DRAINAGE EASEMENT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. R/W RIGHT—OF—WAY 9. ADDITIONS OR DELETIONS TO THE SURVEY MAP OR REPORT = SET 5/8" IRON REBAR WITH PLASTIC BY OTHER THAN THE SIGNING PARTY OR PARTIES IS CAP "AJP PSM 6330" PROHIBITED WITHOUT CONSENT OF THE SIGNING PARTY OR PARTIES. LOT 9 BLOCK 2 I LOT 10 BLOCK 2 LOT 11 BLOCK 2 POOWEER S9080 '00"E 80.00' 6' WOOD FENCE 1.0'N,1.8'E � + 0 Q� n 0 cc O (D =I= O O , 7.85 0 w w SEPTIC TANK �— w N W 13i: N 0 1 .00 Y O 23.02' oo C NC 16.98' 0 O ED 0 xZ m mZ O ip O ao 8 LOTS 15&16 ?c v • h) BLOCK 2 0,Pq O `, P' 1 S�ORY '� 8' WOODL17.44' F_ OSTORAGE a ��" C S FENC WOOD 0 0 Z RESIDENCE a WELL CORNER -� 5.0' FF PROP 22.97' 11. 4' 27.96' 12.2' 17.12' CONC DRII,/E LOT 16 in m C FND IR FND IR "NO CAP" "NO CAP" N90 0' 0"W 80.00' wo 119.31'(M) 0 DIRT 0 DRIVE 00 MELTON DRIVE 60' R/W - 20' ASPHALT ROAD 356 MELTOW DRIVE LAST FIELD DATE: 9-21-17