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HomeMy WebLinkAbout2803 Grove DrCITY Of q' APR 1 201Building & Fire Prevention Division ORD�i* PERMIT APPLICATION FIRE dEPAR7MEP1T6Y• — Application No: Documented Construction Value: $ 14 S Job Address: � � G 11®vIO 1>4 SCkv,.`�©� Historic District: Yes❑No2 Parcel ID: Residential® Commercial Type of Work: New❑ Addition❑ Alteration❑ Repair❑ Demo❑ Change of Use❑ Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: No _0ma ,' I Property Owner Information �pName �ka v C Q C \/ CLS 9 v ez_ Phone: 321 4 aQ 2%0r7`7 Street: enE� t^a v<\. ) CQ b r VQ)r0r0 Resident of property? R S City, State Zip: (�-.4 VA4, n rck-. Contractor Information Name L_ F- Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. :'IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 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: 61 Edition (2017) Florida Building Code�Ct- �+ �13 Revised: January 1, 2018 Permit Application ,� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. /to atrewner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name (y Print Contractor/Agent's Name Signature of Notary -State off! Signature of Notary -State of Florida Date wy UEBBIE BLf�PiTGN += MY COfv1MISSIrr 178544 a EXPIRES: FeLruary 25, 2015 or„ ` E3onded Thru Netan Public Undrnvdters Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID'1 " I ' Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas ❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: y /S-/9 Ii� 501 UTILITIES: ENGINEERING: FIRE: WASTE WATER: BUILDING: a' 4. (1, La COMMENTS: - o 1�-'- fy m rlwll Yx t,,3 s-, w gte Sl,rd Qrs ,, el,*A Revised: January 1, 2018 Permit Application REQUMED EqSFECTION'SEQUENCE BPff-, 15', - 1-1 AdaIl Footer Setback Remwall Foundation / Form Board.. Survey Slab [Mono Slab. Piepour Lintel / Tie Beam / FRI Down- Cell Sheathing- Walls Sheathing— Roof Roof Dry In Fratne, Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding insulation Final b%)O Final Utility Building - Final Door, Final. Window Final Screen.Room Final, Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo. Final Single Family Resfffence% Final Building. (Other) Min Max— Ins ection.Descid2tion Electda Underground Footer /' Slab Steel, Bond Electric Rough T.U.G. Pre -Power Final Electric Final I,, 71AMMOMMON. ;'W! il" "I'l " 141=0`1 Bun Max Ims2ection Deselraption Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final - -- ---------- Mechanical Rough Mechanical. Final Mn Max lrmgRccdom. DesvdRidoim Gas Underground Gas Rough Gas. Final RIEWSBID: June 2014 SCPA Parcel View: 06-20-31-505-OG00-0020 f Page 1 of 2 f jil, r-hW4(x.0 COWTY. FLorwA Legal Description LOT 2 BLK G WOODMERE PARK 2ND REPLAT PB 13 PG 73 Taxes Property Record Card Parcel: 06-20-31-505-OG00-0020 Property Address: 2803 GROVE DR SANFORD, FL 32773 Value Summary 2018 Working 2017 Certified Values Values Valuation Method Cost/Market i Cost/Market Number of Buildings 1 Depreciated Bldg Value— $72,440~ $68,432 Depreciated EXFT Value Land Value (Market) 1 $16,262 V` I $16,262 Land Value Ag JusUMarket Value*'—�— $88,702_ J $84,694 Portability Adj Save Our Homes Adj v $2,229 t $0 v —_ — — Amendment 1 Adj P8G Adj J _ — $0 $0 �_.�. 0 Assessed Value $86,473 $84,694 Tax Amount without SOH: $824.85 2017 Tax Bill Amount $824.85 Tax Estimator Save Our Homes Savings: $0.00 * Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools ___ --- $86,473 $86,47- $50,000 __-- $25,000 $36,473 --� $61,473 City Sanford Y —� $86,473 $50,000 — —� $36,473 SJWM(Saint Johns Water Management) $86,473 1 $50,000 $36,473 �— County Bonds y $86,4— 73—�� $50,000 —�v $36,473 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2016 } 08717` 1363 $100,700 Yes Improved SPECIAL WARRANTY DEED 12/1/2014 1 08399 i 1499 �$25,000 No Improved CERTIFICATE OF TITLE 11/1/2014 08371 1355 $100 No Improved WARRANTY DEED 10/1/2005 05978 1545 $143,000 Yes Improved WARRANTY DEED T 4/1/2005 05717 1364 $65,000 Yes Improved SPECIAL WARRANTY DEED -- —— 4/1/2005 1265 _.1 $82,000 Yes Improved SPECIAL WARRANTY DEED 3/1/2000 03851 164 $43,000 No Improved SPECIAL WARRANTY DEED 4/1/1999 03640 546.,__ �r^— 0 $100 No Improved CERTIFICATE OF TITLE 2/1/1998 03374 1771 1 $100 No Improved WARRANTY DEED 1/1/1997 03185 _ 10994 $63 000 Yes Improved Page 1 of 2 (13 items) [11 2 Find "COMParable'Sale's Land http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=0620315050G000020 4/10/2018 IF SCPA Parcel View: 06-20-31-505-OG00-0020 p� Page 2 of 2 http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=062031505OG600020 4/10/2018 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though 1 do not have a 1 {�)>V / license. I understand that building permits are not required to be signed by a property owner unless he or she is MDv responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit fled in his or her name instead of my own name. I also understand that a contractor is required by law to be MDv licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may_. also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. U I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. M b V I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. D\1 I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work .under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security- contributions under the Federal Insurance ContributiongAAct (FICA) and must provide workers' compensation for the employee. I understand that myfailure to follow these laws may subject me to serious financial M O V risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also OV understand that the construction must comply with all applicable, laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. Al J 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address ,Aq 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 /G1�U coverage. Property Address: azG3 <�r0V e Y So,nEe-tP 1 ( 7Sa I, , 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. N Signature of Owner -Builder Form of Identification (Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold -final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 .0�1 Businessyyj) Professional Ken Lawson, Secretary September 23, 2016 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 . RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens 6 I i FLA Manufactured Building Program 1940 North Monroe Street . SOe 90A Tallahassee, Florida 32399-0772 I Phone: 850,487.1824• Fax, 850.414,8436 i Rick Scott, Govemor 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.floridabuilding.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.floridabuilding.org to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. cc: Professional Service Industries Sincerely, Robert Lorenzo Manufactured Buildings Program RnUNDARY Sl1RVFY I I of Lot 2, Block G of WOODMERE PARK 2ND REPLAT, according 'to the plot thereof, recorded in Plat Book 13, Page 73 of the public records of Seminole County, Florida. r•I GRAPHIC `SCALE 3D 0 15 30 IN FEET ) 1 inch = 30 ft. Q is ' b i �Ci�TJ LOT i BLOCK G % t W N 90'00'00" W 112.00'(P) ! FC 1S 1.4N L2 Lam- ` cLF N 89'53'04" W 111:96'(M) 6' WPF FND VP SE CORKER LOT Sk SLOOC A F 5 a aW > az cwa rOL > GDwp O ¢WO Q' �LOm � ro3a MC w CL .WC AM• 7:5':UE o Ui 42.30' ACO 8.4' 23.50 ,rN rmiM m i'iI •:. Q in 1 � N .. LOT 2 o BLOCK G 4 v � � r*I ;U 7 B' ' N DID1A C, N wC3 NOT' PLA77ED - We 00 00 m..o....., m 6' WP ' iE b -- - r-'D c 6' WPF o FC Is Z END 5/5' Ole 1 WC Ls 420M1 N 90'00'00' E 112.00'(P&M) . LB 77 2.1 1:107 FC IS 1.0$ o PLATTED b G Lo La LOT 3 LEGEND: 0 o BLOCK G op '0. /.N APPR b �"T; PR RIG WON ROD B CAP 6' WON PIPE, NO CAP g .. V e. y 'i i ;i'd J ,ND FOUND o: O O P .PLAT '. - O o j - M` MEASURED LINE DATA: Z Z " / ' / y _ / F/ - v lB aCEHSED BU9NE55 . LINE 1 /L1 y Aro 1• UPC 1 -, -...-,fi.�.,,.. " .<�ea.:a MS Pts ROOFESSION& LAND SURVEYOR PSI PROFESSORAE SURVEYOR A MAPPER S 00'00'00" E 66.00'(P) PLS'J764 EN l.e � � s � FC WOO COWM FENCE ' SN CIXaNR � S 00'0n'55" W 66.16'(M) LOT 3. BLOoc c PRVVACr YPF WEED PPoVACY CIF CIM UW FENCE 0 f= f •p f h -S / A!(: X E/P EDGE OF PAVEMENT . v LINE 2, 'L2 �} c/ i y,%e' 1.7"E / `cc F /I- / Ui'� t S 90'OG '00" E 66.00'(P) , $ hr.IF( UE UTILITY EASEMENT COVERED CONCRETE AC AIR CONWIIotaMG S :P'tl 58' E `5.09'(M) RS S:,4E4.1 G'A1 �lan a SIGNE❑ aacmeBox LINE 3/ L3 CW WOOD VOAER POLE S 00'00.00" E 0.92'(P) ° E— "1f — S 01 18 50" E 0.76'(M) ® WATER MUM Q CONCRETE ERTiF1ED. TO. Iyer: Marceto Domingo Vasquez Scala 1'-31Y Dote: 06/11/2016 �,t �p - nder. W.U. Fargo Bank NA Ue Company. classic Tlue & Solullons Ine, Drown:GEP Checked:TMP Job: 061016 Land Solutions Group Inr-. ufu riler: Westcor Lend We lawronee Co LICENSED BUSINESS #7725 O1ES: - - 5401 Pullman. Drive Ph: (407) 485-2020 LL DIMENSIONS ARE IN U.S. SMVEY FEET. Orlando, FI, 32812 Fox (407) 273-3270 U. OIRECTIONAL MEASUREMENTS ARE SHOMN USING THE FORMAT OF DEdiFES a MINUTES a SECONDS ('} DNWOL SURVEY ACCURACY IS r IN 4 ,3W. FLORDA STANDARS OF PRACTICE�ST-17.051 3)(b)t&bli REQUIRES A CLOSURE OF 1' IN 7.500'. tPflACRtE' TIES SU&V£Y MEETS THE $TARDARDS l AS REWIRED DY CHAPTai 5J-17 DOInaNS On DELETIONS TO SURVEY MAPS cR REPORTS BY OTHER THAN THE SIG70N0 PARTY IS PROWSITED V47HOUT:WRIM CONSENT OF THE SCNINC PARTY. 8011RD OF PROEMS T" S/RVETOHS AND YAPPERS, PURSUANT W.SECDW 472027 1E EVECiM USE OF •MIS SURVEY IS FOR OBTAINING TITLE INSURANCE AND FINANCING. - OF THE FLORIDA STATUTES OS SURVEY 1VIP HAS UMITATIONS AND CONDITIONS REGARDING ITS USE THE SURVEYOR MUST BE CONSULTED REGARDING THESE UUITATOHS AND CONDITIONS Y FORE USING OR RE.NG ON US SURVEY MAP FOR ANY PURPOSE OTHER THIN NOTED ON THE SURVEY: 1EN LOCATION OF EASEMENTS OR RIGHT OF WAYS OF RECORD. OTHEt rNAN THOSE CN RECORD PLATS, IS REWIRED. 7M5 UIFORMATON MUST BE FURMSHED I LSG INC. DOINGS SHOW" ARE BASED O4 THE NOEEREPROPERTY UNE Of LOT 2 BLOCK C HAVING A. BEARING OF NPOV0100'E AS SNONR OR PEAT. - IE SURVEYOR HAS NOT ABSTRACTED THE WEDS SHOYM FOR EASEMENTS, WCHIS-CF-WAY OR RESTWCTIORS OF RECORD IUOCH MAY AFFECT THE TILE OR M OF THE LAND. UNDERGROUND MPROVEMENS, INCLUDING BUILDING FOUNDATIONS. HAVE BEEN LOCATED EXCEPT AS SHOWL ThOmos M. Pearl. IRVM FEAR AHD REPORT OR THE COPES iHEiLEOF ARE NOT VAUD VATHWT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A naRIDA ucENSED. sro nwe nncrxv�TlwS• aR/iahmR P.S.M. #6737 -- 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 1 ANCHORING TO CONCRETE SHED WIDTH UPLIFT (PLF) ANCHOR SPACING 20'-0" 400 S-6" 13'-8" 280 3-6" 1 V-8" 240 S-6" 10'-0" 200 S-6" 8'-0" 160 S-6" 61-0" 120 S-6" TABLE 2 SKID RUNNER SPACING* SHED WIDTH X1 X2 X3 13'-8" 1'-104" 1,-lq- 1-104" 11'-8" 2'-8" 6'-4" - 10'-0" l'-7" 6'-10" - 8'-0" 0'-9" 6'-6- 6'- 0" 0'-10" 51" - 'VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. T 30" AUGER ANCHOR (4,900LB) 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 WITH (1)2"x44" 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 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX II 4"x8"xl6" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX I 16"x16" 3950LBS ABS PLASTIC PADS IV 8"x8"x16" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX * BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES L HOLLOW OR SOLID CONCRETE BLOCKS (8"xB"06") MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 1 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 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LO I, 11, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV 8.-O" SW 4.00/320 0" TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6,-0" 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV * LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING 15 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 LBS. 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. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 13'-8" 7.00 243 0'-0" TO 3'-0" 10'-0" 11'-8" 6.00 208 0'-0" TO S-0" 10'-0" 10,-0" 5.00 174 0'-O" TO S-0" 10'-0" 8'-O" 4.00 138 0'-0" TO S-D" 10'-0" 6'-0" 3.00 104 0'-0" TO S-b" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** 20'-0" 1 10.00 1 400 1 0'-0" TO * LOAD WIDTH OF UPLIFT ON RUNNER •• LOCATION FROM END WALL OF AUGER ANCHOR *"' MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-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 1/2` NUT OPTIONAL FOR "HIGH SET" NOTCH COUNTERSINK BOLT 1/2' THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2" ". TH2.RU 2"x4" BOTTOM PLATE OPTIONAL FOR "HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1 /2" COUPLER BOTTOM PLATE NAILED 1/2" COUPLER _ WASHERS (2.000LB SHEAR CAPACITY) - TO2 TO 2"x6" P.T. BASE - 1/2"x12* FORGED EYEBOLT ^ - d _ . 4 MIN. �J._ 1 /2"x5" (400 LB.) CONCRETE WEDGE ANCHOR INTO SLAB - THRU 2"x4" P.T. BOTTOM PLATE _____�_= 4" MIN. I .. TOGETHER WITH 1/2"x2" (SEE TABLE 1 FOR SPACING) Id------- BOLTBOLTED TYPE I, II, III, OR IV PAD WITH BOLT & NUT WITH (2)2"x2" GALVANIZED ��IT BLOCKING AS REQUIRED (SEE TABLE 3). WASHERS (2.000LB SHEAR CAPACITY) 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON CLIP A-74 CONCRETE SIRS BY OTHERS THROUGH OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 30" EARTH AUGER ANCHOR I (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) SHED WITH SKID SHED WITH -SKID SHED WITH 'NO FLOOR' OPTION TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE TIE -DOWN DETAILS CODE VERSION FBC 2017 6th EQGoa. ASCE-7 MANUFACTURER SUPERIOR SHEDS BUILDING TYPE NUF TURm BUILDING RESIDEN1kL LAWN STORAGE CONSTRUCTION TYPE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED Vr 180mph EXPOSURE C- ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR IJ5 ROOF DEAD LOAD IOPSF ROOF LIVE LOAD 20PSF OR 3000s FLOOR DEAD LOAD BPSF FLOOR LIVE LOAD STO_ 75PSF - 125PSF OPT. "R" RATING OF WALLS, FLOOR, ROOF N/A MODULES PER. BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE LESS THAN 770 SO.FT. REVISIONS REV DESCRIPTON DATE BY Dr *h By: (n MTB Q Date: LLJ 4/26/16 = S-le: U) N/A Modell: LLJ ALL C� GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. W 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION J 1015.22, m 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 0 C� �`���w T E LLJ q Z `�\CENSF GLii LLJ - B CD i STATE OF 44/ Z i0 4�/ FLOR10 O G J /llillll\ _J Matthew T. Baldwin P.E. Q Florida License #54608 z Sheet: AD-1 OF 1 I- - I r2 0 w PSI APPROVAL 2018-01-18 Side Wall Header Schedule (180C) End Wall Header Schedule (186c D4 ALUMINUM ROOF SHEATHING Building Width Size{d} Max. Span IN Fasteners w/o strap ; Size U to 14' W'd Fasteners w/ strap (each end){c} MAX. - tx RUNNERS END WA TRUSSEND ._ 2"x4" TRUSS MAX •' -` t i IN' -L TRUSS WALLS/DOORS/WINDOWS DESIGN PRESSURES ROOF +27.8/-94.7I ROOF FRAMING PLAN +32.5/-29.2' P ' e 1-2"x4" 6'-0" - 0 4-3'x0.131'nails '`F_1:`-'- Max. Span NJ{b} (each end) 2 2'k4"(c) 9'-D" 0{d} 6-3' x 0.137' nals 1 4'x4" 6'-0" 0 3 - 3" x 0.131" nails a Tabulated values` are br No. 2 grade Spruce -Pine -Fir lumber 4'k4" w2'k4" 8'-0" 1 6 - 3° x 0.131" nails b. NJ - Number ofjack studs required to suppo each end./ a. Tabulated values are for No. 2 grade Spruce -Pine Fir lumber. a Laid flat b. NJ - Number of jack studs required to support d No Jack studs, but 2x6 studs laid fiat. 1 q ppott each end. c. Window header for window openings that have more than 50% combined stud wall above v_ and below, otherwise use door header schedule. nSEEHEADER SCHEDULE FOR HARD REQUIREMENTS d. See header details for alternate layouts, I.Q. 2.2"X4" Or 4"X4" P.T. CHEDU E FOR AOORION4L INFORMA ON.S HAVE COMBINED 50x OR MORE WALL FRAMINGe. The header can be attached to the top plate and thus have the combined strength THERWISE REFER TO DOOR HEADER& equivalent and use the maximum span stated. CODE INFORMATION CODE VERSION FBC M17 6Ur Edievn, A6CE-], 2014 NEC .A.� STUDS MANUFACTURER SUPERIOR SHEDS I BUILDING TYPE UFACTURED BUILDING I RESIDE NTVIL LAWN SiGRADE CONSTRUCTION TYPE V-B 1 I II EXTERIOR. SINGLE 2•x4• 11 SHEATHING HEADER FIRE PROTECTION NONE I II I 11 l (2) 2'x4' WITH 1/2' PLYWOOD FIRE SUPPRESSION SYSTEM NONE l OR OSB FILLER OR (1)4•x4• 2x4 OCCUPANCY STORAGE 12"z12' OR 16•z4' BETWEEN 4•xb• ��. WALL STUDS VENT IS SECURED ALLOWABLE NUMBER OF STORIES I TO SHEATHING AS PER kj, MAX. MANUFACTURERS INSTRUGnONS BASIC WIND SPEED V.-ISO-ph HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EXPOSURE c (OPTIONAL) & DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 IntertPic„, ROOF DEAD LOAD G. F. I. - + 1OPSF FCE UTLET NOTES -OPTIONAL ELECTPIC � ROOF LIVE LOAD 30PSf OR 3p01b POINT LOAD -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. FLOOR DEAD LOAD IOPSF 11 -ENCASE IN ALL METAL BOXES. FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT. " WIRING DIAGRAM F z R RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 0 PTIO NAL —_ plans Review: Victor C.Martin, PE r -- r:. _ FLPE asz379, LA PE N42017 LSUCCC-02436, TN PE P120939 HURRICANE PROTECTION USAGE No - MREK; OR. ALPINE 2-x5 HURRICANE SHELTER USAGE NO ENO WALL -DOOR & WINDOW LOCATIONS VARY SQUARE FOOTAGE 719 SQ.FT. OR LESS "2 4 COLOR' Muck OR ALPINE 2 REVISIONS ' ^OR. EQUAL- - 5 HEADE DETAIL REV DESCRIPTON DATE 8Y 4B • f, // //// // D4 ALUMINUM WALL _ SHEATHING OPTIONS 2- IAA)( VARIE24' 2x4 STD O.C. r14 2.4 BLOCKING O END WALLS / // / LL1 Drawn By: / / z MTB Date: / Z 1 2/12/17 END WALL 0 Scale: O L24.r_G_AT(.4 2x4 SOLE PLATE H N/A ( f) Lyf Cn odel 2x4 SOLE PLATE 2x4 SOLE PLATE FLOOR FRAMING FLOOR FRAMING Q SS-B-180CR1 J LLJ 1 FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE - - ALL STUDS SECURED TO SOLE PLATE AND FLOOR FRAMING WITH 0.039• L J GOVERNED BY LOCAL JURISDICTION. 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER Lx3 LxU STRAP W/6-1Od NAILS STANDARD WALL OR EOl1AL OR EQUAL DETAIL G MEMBERS ARE CONTINUOUS FROM NOTE:E'�OUNDATION LLJ _J )-- a- SECTION 1015.22. 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION i0 13'-B• ARIES 6'-0• Tp 13'-8-- FLOOR SHEATHING: WITH DOOR & WINDOW OPTIONS SILL TO ROOF LOADPATH.WHEREWALLMEMBERSSUREA Q REQUIREMENTS TO MEET CODE-0• 4. ALL STUDS, RAFTERS, TRUSSES, ETC. ARE 2x4 12 SPF, EXCEPT ELEVATION CROSS—SECTION END ELEVATION''3/4 3/4• PLYWOOD OUS,SHEEPMETALCLAMPSTIES, OR CUPS (n 0 NOTED. 5.S RUCTURES TYPICAL ARCH- FRAM WITH DOOR TABSEE TABLE 2 FOR OU4NTfTY AND P.T. PL W0A0 - 3/4' T&G - 3/4• P.T. T&C ORMED OF GALVAN ZED SEED Of NOT LESS ' NOMINAL THICKNESS. W AVER 4W SQ. R. WILL HAVE AN BD MINIMUM DOOR - 6. GUTTERS TO BE INSTALLED ON -SITE BY OTHERS THRU LOCAL SPACING. 1iAX. LL.1 � O CODES. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS T - AS PER FLORIDA BUILDING CODE 6. FLAT METAL STRAPS GAN BE 9EN7 ARCUND STRVCR/RAC MEMBERS FT _- . 2s4 DS o _ (2) 2•x4• LAID MT __— --- ---- ---- ---- ---- ---- --- SHED WIDTH 13'-6- a. 6'-0• T BLE KI RU ER X1 I'-I0�• 2'-6• 0'-1D' 2 ACT, G" X2 1'-101• 6-4• 65Ig• X3 1•_IDj• - - z Q MEMBERS: PROVIDED THAT HE ADOEO BEND DOES NOT INTERFERE WITH ANY EXISTING BRAKES/BENDS IN THE STRAP. `\,I,1�11T `� xt `t ............. ``�X, \• • •• �_\C E N J - ••'� O/ �i vAWES ARc FaW D1R a<.roor ro mows v ul r,4• n i vas ONLY. la -a' WIR snrns "wc (9 ETs o< mos \ � � i 2x4 BLACKING ON - I � ENO WALLS I = t � 2x4 BLOCKING / ) 2'x6• LAID FLAT To I Q • � � I zxfi P.T. za• D.C. TYP. OPTIONAL 125PSF O 16' O.C. TYP. WITH 3/4• T&C PLYBOARD \ STATE •••• 2x4 SOLE PLATE I I O OF �'•CU \ FLOOR FRAMING 4•xb" P.T. ATTACHED WITH H24 OR EQUIVALENT. SEE // T ••• F L 0 R I ' .• TABLE 2 FOR QUANTITY AND SPACING. ` (•1 •..• •.• ' v •• v •.•.. •••• �` ���i�O Lx� „ 0 N A L VARIES 6'-0• TO 13'-B' ARIES 6'-0' TO 13'-6" ---- ---- ---- ---- ---- -------- ---- ---- t_-- Q MattheW T. BOIdWin P.E. D ELEVATION END ELEVATION ---- ---- ---- ---- ---- ------- WITHOUT DOOR WITH GARAGE DOOR FLOOR JOIST, SEE SCHEDULE FOR SIZE - z Florida License #64608 Sheet: S S B— 1 OF (ONLY ON ENDWALL) FLOOR FRAMING PLAN w � H m RECORD COPY i i REVI€MD FOR CODE COMPLIANCE ° PLANS EXAMINER N-1'7•(CA 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 ISTRUCT TI ON OR VIOLATIONS ERRORS ONTHIS CODE �v1LD/N0 SANFORD o�pa�Ea #1 8- 1 744