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130 Scott Ave; 17-3141; SHEDJ st ctz;,yiaz2 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No • 17 31 y 1 Documented Construction Yalue: $ lei , 3 7 9' w,Job Address: 130 1,f Seo,-,r A-je 5A.,LFoft t L 3-a77 1 Historic District: Yes No. Parcel ID: Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use. MoveEl Description of Work: 1/ 10 X 12 5-y e;)- Plan Review Contact Person: i)Av -' 5 _ C'owAn Phone: 407-718-5595 Fax: Title: own e,t- Email• 5corT co ui &,. Q C F I- . #? 1'?• C0*1 Property Owner Information Name -DA v 00 a C-D w A^ Street: 1'310 K 5coiT ABC City, State Zip: SAAF " FL- 3 3211 Name Street: City, State Zip: — Name: Street: City, St, Zip: Bonding Company: Address: Phone: 401- 7 9- 65aS Resident of property? : Yi:5 Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail- Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY _ BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 4f 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. l(/ Li u,".d S. C@wo— Signature of Owner/Agent Date Print Owner/Agent's Name . t Signature of Notary -State of Florida Date DEBBIEBLANTON - MY COMMISSION # FF 178648 EXPIRES: February 25, 2019 ti Bonded Th u Fbtary Public Untlerv;ri:er, Owner/Agent is Personally Known to Me or Produced ID Type of ID tom- t e"• Signature of Contractor/Agent Date Print Contractor/Agent's Name 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 # of Heads APPROVALS: ZONING: UTILITIES: _ ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised. June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is G responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be407licensedinFloridaandtolisthisorherlicensenumbersonallpermitandcontracts. 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 yL lease. If a building or residence,that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom Ihepemployhavethelicensesrequiredbylawandbycityordinance. 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. I, 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 5 must work under my direct supervision and must be employed by me, which means that I must 19 comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will 194- abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. SL I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial ESL 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 V' listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the L 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 Q that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: 130 N 5CDTr ACE-5XNNP-0 F1- 39.I-1 ) 1, 'DAv' D 5 - (IO W A^ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application fled and agree to the conditions specified above. Signature of Owner -Builder Date Form of Identification Must be Photo ID) 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 s_ 1a5 j 6C.07T uC- PLAT OF 50Ut10ARY SUrtVEY for t.Lcnto•sca rnoy 1- scctort hL37vt3Yt oc..adnxlto 4a oietMe:i cs teco;CM 1n Ptatflook 4,?x9a 1CO3 of lh Fu;plie Row:os ci S atnda Counf!. RnrAa. odd:..rs of Ina ahava-do : bLi d pimp ?;y's ,30 North SCoU Avenue. y was competed on the mound on 14AuOu t 2W8-. - SURVEYOR'S CERTIFICATE reby m--fEes to GEOFFREY H. FI;M, Pff&US R. FIZD, BANK OF MERICA, DAMES A. BARKS, ATTORNEY, and ATTORNEYS TITLE t`pat he to completed a'6OUNDAPZ"'Mhff of the ebove-descrAed property and the plat hereon delineated is an aerate repnsenta5on o; the r that M survey meets the Minimum Technical standards set forth by the Florida Board of Surveyors and h p pursuant to Chapter 8 iGt i-05 of the Code pwsuant to SecSan 472027 of the F(o (da Stzbies. — ff`jJ / r r `` //// tflf RBIAIRKRNER—P.S.tA.No.3302 y1r1sTEHi%i CCCk P.O.Bm823— Sanford, Fbdda32772•(407)3222000 i SER iCES Not valid vrithout raised seal of survayrr LAKE 1r10NRCE T ir i l i f 1 O c o Er art 0 NN j. 3p c_ C o y x 3 m v O CL wM CD a3. 3 O En , t '0 CD i CD 0 3 U zT i 3_ . p' a i 3' rn N c3ofn 3o0 03 s- • NOTES: UNINHABITED UTILITY BARN SHED UP TO 12' WIDE x UP TO 24' LONG 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) PTB, TB600 BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED (T1609.3.1): Vdn = 155 VeA, = 120 EXPOSURE: C ROOF LIVE LOAD: 20 PSF ROOF DEAD LOAD: 10 PSF FLOOR LIVE LOAD: MIN. 50 PSF (SEE NOTE 5, DETAIL 1, SHEET 3) IMPORTANCE FACTOR: (I,.): 1_0 RISK CATEGORY: L COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) WIND PRESSURE (psf) (ASO VALUES) 67 PSF (ZONE 2,3) BASED ON 10 SO FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) c? INTERNAL WIND PRESSURE COEFFICIENT: +0_18 _ ENCLOSED BUILDING) -0_18 O W q J 3 FLORIDA BUILDING APPROVAL NUMBERS- 1. WINDOWS BY CROFT LLC - FLORIDA BUILDING APPROVAL 4FL15585-R1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL FL10674. — 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL1814-R6. 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FLORIDA BUILDING APPROVAL #FL5218 ro T5'OITIONAL 29 LOFT 6'-8' WIDE LOFT JOIST - 2X6 10' WIDE LOFT JOIST - 2X8 12' WIDE LOFT JOIST - 2X10 SEE SHEET 3 FOR THE STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL 6'-0" TO 12'-0" WIDE BUILDING SECTION DOUBLE TOP PLATE HEADER NAILING: 1/2" PLYWOOD SPACER HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER HEADERS FOR 16d @ 16" STAGGERED FACE NAIL OPENINGS UP TO Y-0" 2) 2x4 SP #2 NAILING: 2x4 WINDOW SILL SIDEWALL DOORS NOT REFER TO SHEET 2 FOR WALL AND AVAILABLE ON THIS MODEL ROOF SHEATHING NAILING. TRIMMERS MAX WALL HEIGHT FOR EACH SHED: FLOOR DECKING BASEPLATE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, PLATE SIZE, AND TRUSS SPACING FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR SHINGLES - FL3663 OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL11101 SEE THE TRUSS TO WALL CONNECTION DETAILS - DETAIL 2 OR 5 WALL FRAMING TO BE 2X4 SP #2 OR BETTER @ 16- OC. FLOOD VENTS IF REQUIRED ONE SO INCH SCREEN FOR EVERY ONE SO FT OF BUILDING. TB600 - 5'-10 3/4' (70 3/4") KING STUD REFER TO THE DOOR DETAIL OPENINGS UP TO V-0' PTB - 6'-4 1 /2' (76 1 /2') (SHEET 2) FOR THE DOOR USE (2) 2x4 SP #2 FOR WINDOW OPENINGS UP TO T-O" DESIGN OPENINGS W-V TO F-0' USE (2) 2x6 SP 02 WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR FOR SIDE WALLS 38 FOR SIDE WALLS 4 END WALLS scut. s.T.s. e— ...e, auae: xT.a I' U F F S M E D Order #. Customer: P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED,INC. THESE TUFF SITED, INC. ENGINEERING DEPARTMENTDrawnBy: PK DRAWINGS ARE FOR A Date: 6/3/15 RICHARD J. WILLS, P.E. 77'1 S. HARRISON STREET DENVER,COLORADO80210 303) 753-8833 EXT. 5618 Storage Buildings & Garages TUFF SHED, MFG. FACILITIES TAMPA FL Site Address: BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD Checked By: BuildingSize:r.o,«-t aT"-.--.d., Data: Scale: N.T.S. RAFTER BOTTOM WALL TOP PLATES — TOP PLATES ARE TO BE NAILED TOGETHER. NAILS ARE TO BE DRIVEN IN AT AN ANGLE. 10d NAILS STAGGERED AT 12" O.C. SOUTHERN PINE STUD (TYP.) OTRUSS TO WALL CONNECTION DETAIL 6GLE x.T.fl d 7116" OSB SHEATHING OR 711 S" OSB HEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER TB600 - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN 7/16' OSB SHEATHING OR 7/16' OS8 SHEATING WITH FOIL BACING SIMPSON HS PLATE ON INSIDE AT EACH RAFTER T86W - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES ASSHOWN WALL TOP PLATES TOP PLATES ARE TO BE NAILED TOGETHER. NAILS ARE TO BE DRVEN IN AT AN ANGLE. 10d NAILS STAGGERED AT IY O.C. SOUTHERN PINE STUD (TYP.) TO WALLOTRUSSCONNECTIONDETAIL Y.YIi NTA TM c Thi, item he, been t,oniolfy ig—dl IM1,!(Ciqiebersealed by Rkhud Will., PE. On the date shown u N a PGI{PR DIp141 Slp,uturt. ro 76— P,inmd -Pie. off. document .reM—Idered IPned.. ee.led.M-Con.—muttW vaned Pn env eWot.ni...pis.. 00I....... 18 AUG 2016 BUILDING SECTIONS DRAWING NO. FL-PTB-TB600.01 HEADER FRAMING DETAILS REV. LEVEL 01 FBC, 5th EDITION (2014) SHEET 155C PAGE 1 OF 4 s SINGLE DOOR ASSEMBLY TOP VIEW 9. BOLT LATfLCA1H ON FIXED DOOR FOR ATTACH BOLT LATCH AT THE TOP AND\ PIED DOORATTCH EACH OTTHEMOFTHEASSEMBLY WITH (4) #8 x 2-1/4' SQUARE DRIVE WOOD SCREWS. DOOR HANDLE AND STRIKE INSTALL DOOR HANDLE PER MANUFACTURER' S INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. ATTACH STRIKE PLATE WITH (2) 8 x 2" SQUARE DRIVE WOOD SCREWS. ODOUBLE DOOR ASSEMBLY B TOP VIEW BOLT LATCH ON FIXED DOOR FOR DOUBLE DOOR WHEN THE FIXED DOOR IS CLOSED AND BOTH BOLT LATCHES ARE ENGAGED, THE TOP BOLT LATCH WILL REST AGAINST THE INSIDE EDGE OF THE HEADER, AND THE BOTTOM BOLT WILL REST IN A PRE - DRILLED HOLE IN THE FLOOR DECKING. DOOR THRESHOLD 2 DOUBLE DOOR ASSEMBLY SIDE - VIEW 3/ 8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE PTB AND TB600 DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX. MARK WALLS END SIDE COMB. MIN TOTAL 1WALLS END SIDE MAX. MIN TOTAL ISHEARWALLBEINGWALLWALLOPENINGCOMBINEDBEINGWALLWALLCOMB. COMBINED USED WIDTH LENGTH EDGE NAILING NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING NO OPENINGS ALONG THE WALL 6' 6'-24' 8d NAILS @ 6" O.C. 0' 6'-24' 8' 8'-24' 8d NAILS @ 6" O.C. 0' 8'-24' 10, 1V-24' 8d NAILS @ 6" O.C. 0' IV-24' 12' 12'-24' 8d NAILS @ 6" O.C. 0' 17-24' MIN 2'-0" RTN WALLS ON EACH END OF WALL- MIN 2'-0" WALL SEGMENT 6 6'-24' 8d NAILS 0 6" O.C. UP TO 12' 4' 8' 8'-24' 8dNAILS 0 6" O.C. UP TO 12' 4' 10' 1 '- 24' 8d NAILS 6" O.C. UP TO 12' 5' 10' 1 '- 24' Bd NAILS 0 4" O.C. UP TO 12' 4' 12' 1 12'-24' 8d NAILS @ 4" O.C. UP TO 17 5' EXTERIOR DOOR SHEATHING PREMIER SERIES - 1/2" DURATEMP SUNDANCE SERIES - 3/8' SMAR I SIDE INTERIOR DOOR SHEATHING PREMIER SERIES - 1/2" COX SUNDANCE SERIES - 7/16" OSB ROOF SHEATHING ( 7/16" OSS) WIDTH LENGTH FIELD NAILING I EDGE NAILING 6' 6'- 24' 8d NAILS @ 4" O.C. Bd NAILS @ 4" O.C. 8' 8'- 24' Sd NAILS @ 4' O.C. 8d AILS @ 4" O.C. 10' 10'- 24' 1 Bd NAIL 4" O.C.1 8d NAILS @ 4" O.C. 12' 12'- 24' 1 Bd NAILS @ 4" O.C.1 Sd NAILS @ 4" O.C. NOTES: 1. USE 8d COMMON OR GALVANIZED BOX NAILS. HINGE ATTACHMENT 3 TUFF SHED HINGES P R DOOR/DOOR TABLE NOTES: PANEL, FILL EVERY HOLE IN HINGE WITH Al. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3Ar SMARTSIDE s x 2-114" SQUARE WITH FOIL BACKER. DRIVE WOOD SCREW. 2, NO SINGLE OPENING GREATER THAN V-0" 3. " 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3-SIDE[ DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUI BE FULLY SHEATHED, IN THE 3-SIDED DIAPHRAGM CASES. TF END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETUF HINGE ASSEMBLY WALL ON EACH SIDE OF THE OPENING. O FRONTVIEW4. USE COMMON OR GALVANIZED BOX NAILS. swe: ".T9. 5. FIELD NAILING FOR 318" SMARTSIDE: Sid 2" O.C. n mm TLJCCG n1 III ItINr lz R' Y 1n'-1N' Tl-IC'1' G IN Twr FAIf9 t, DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 47" x 80 1/4" ON SINGLE HUNG DOORS AND 96" x 801/4' ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. ON MIN 2'- 0" RTN WALLS ON EACH END OF WALL- -MIN 2'-0" WALL SEGMENT 8 N L 4" SEE NOTE 3 8 ' O. C. 2' RE: NOTE 6 6' 14'. 16' 8d NAILS a 3 S 2' RE: NOTE 6 8' 1 ' 8d NAILS a 6" O.C. 3' 5. 8' 12,- 14, Bd NAILS a 4" O.C. 3' 8' 1 '. 20' 8d NAILS A 3" O.C. 3' 8'8. Bd NAILS A 6" O.C. 4' 4' 8' Sd NAILS 4' O.C. 4' 4' 8' 14'- 16' 8d NAILS @ 3" O.C. 4' 4' 1V IV- 14' 8d NAILS Q 6" O.C. IV 16'- 2V 11161 4 3' T 19 27- 24' 3' T 10' 10'- 12' 8' IW W- 18' Sid NAILS ft 4" O.C. 4' 6' 10 27 Bd NAILS 0 W O.C, a' 6' IV IWAZ Sd NAILS 0 4" O.C. 6' 4' 8d NAILS 3 4' 17 12'- 14' j 4 8' 1 Z 16'-22' Bd NAILS @ 4" O.C. 4' 8' 17 4' 6 6 a TUFF SHED Order #. P. O. # THESE DRAWINGS AND THE TUFF ST3ED INC TITLE DRAWING NO. DESIGN ARE THE PROPERTY uuunrruq Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT Tni.a.mn.....neb.rmniw.a iy.ian..a...I. FL-PTB-TB600-0i DRAWINGS ARE FORA by Rkn.ra wm., Ps. on u. em. mown .irro • DOOR DETAILS Storage Buildings & Garages RICHARDJ WFLLS,P.E. on Date: 6/ 3/15 BUILDING TO BE SUPPLIED Dig")sgn. wre. as sf _ Site Address: AND BUILT BY TUFF SHED. .a.ob."rm.e...m.r,.nor.w..e I* NAILING REQUIREMENTS REV- Ot fff UFF SHED. MFG. FACILITIES .DDEN BY BOTH TUFF' :' c Checked By: ANY OTHER USE IS 1777 S. HARRISON STREET ,.r.e a,.ny.b.rorv<"wi...-.90`..90.,0 ' ue: FBG 5th EDITION 2014 SHEET TAMP& FL Date: SHED IAND THE EN NEER OF DENVER, COLORADO 90210 ''O;,Sslp,'......... `` ( ) BuildingSize:_.----.—ARECORD (303) 753-8833 EXT.5618 155C Scale: N. T.S. PAGE 2 OF 4 18 AUG 2016 r 1 12-14 X 3" HEX HEAD SELF -TAPPING SCREWS SPACED @ 12' OC. 3/4" APA OR TECO RATED T&G FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC 10 X 3/4' PAN HEAD SELF-TAPPING: G SCREWS (2 PER TAB) VENT HOLES @ 24' OC. — I OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END — BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. STEEL SHED BASE DETAIL R.T.a. SIDING TRIM 3/8" CARRIAGE BOLT (GRADE 2) i i STUD 1. STEEL SHED FOUNDATION: 600T125-54 -16 GAUGE STEEL TRACKS G140 ZINC COATED 60OS137-54 - 16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 / TRACK: 60OT125.054)ICC ER-4943P. 2. 3/4" APA OR TECO RATED TONGUE AND GROOVE FLOOR DECKING. 24" MAX PANEL SPAN. STAGGER PANEL LAYOUT. 3. FASTEN FLOOR DECKING TO JOIST & TRACKS USING 8 x 1-5/8" ZINC PLATED SCREWS @ 17' O.C. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH #12-14 X 3' GALVANIZED SELF -DRILLING SCREWS @ 12" O.C. 5. ALLOWABLE FLOOR LIVE LOAD: 75 PSF FOR STEEL JOISTS CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS AS SHOWN. 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL BUILDING: SUGGESTED SIZES: 2" x 8' x 16", 4" x 8" x 16', OR 8" x 8' x 16". BLOCKS UNDER JOISTS SPACED @ T-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-0" O.C. MAXIMUM. 3/8" NYLON LOCK NUT jgNOT17SWB- OR- OT24SWB I 6" BASEPLATE r- FLOOR PLY IKWIK BOLT INTO CONCRETE) RE: DETAIL ANCHORS 3 SHEET 3 WIDTH LENGTH CITY 6' 6'-10' 6 6' 12'-lV 8 8' 8'-14' 6 8' 16'-20- 8 8' 22'-24' 10 10, 10'-16 6 10, 18'-24' 8 12' 12'-18' 6 12' 20'-24' 8 1/2" HILTI KWIK BOLT TZ NOTES: to STAINLESS STEEL 304 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS _ EMBEDMENT DEPTH = 2" STEEL SHED 2, PROVIDE (1) ANCHOR AT EA. CORNER MIN. EDGE DISTANCE = 6" BASE OF THE BUILDING. THE REMAINING ANCHOR SPACING: RE: KWIK 4" CONCRETE ANCHORS EQUALLY SPACED ALONG THE BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) LENGTH OF THE BUILDING. (1/2 THE REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). OSIDEWALL BRACKET DETAIL ecus: J. TRIM SIDING BLOCK ATTACH BRACKET TO STUD THRU HOLE IN ANCHOR PLATE WITH zT 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT CORNER STUD 4 END WALL AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OTI7SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A OR- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LEIS WITH THE MAXIMUM LOAD OF 5,080 LBS J 3 LU AUGER ANCHORS WIDTH LENGTH OF ANCHORS 6' 6'-l& 4ANCHORS 8' 8'-24' 4 ANCHORS 10, 10'-24' 4 ANCHORS 12' 17-24' 4 ANCHORS SIDING 4-ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. TRIM ANCHOR BRACKET v TO BE FLUSH WITH AUGER ANCHOR DETAIL EDGE of TRIM UNHEATED SPACE ANCHOR BOLT& CONTW000SFOOTINGNOTES P.T. SILL PLATE UN 1. TOP OF SLAB TO BE V M. ABOVE GRADE. SLAB REINFORCEMENT SHALL PER NOTES BELOW BEWWF6X5W1.4xW1A.LOCATE ATMID-DEPTH OFSLAB. OR- 4 CONTINUOUS SLAB REINFORCEMENT SHALL BE FIaERAESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY TOP & BOTTOM THROUGH CONCRETE W1 MN.1 POUND PER CUBIC YARD OF CONCRETE. K 1 3/4 2 ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING U FINISH CONCRETE FLOOR BEFORE POURINGCONCRETE • GRADE 3. FOOTINGS GS SHALL. BEARON UNDISTURBED NATURAL. COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL. ALLOWABLE SOL BEARING PRESSURE IS 1000 PSF AT I BELOW GRADE. 7 1. CONCRETE; MINIMUM 2B DAY COMPRESSIVE STRENGTH, k • 2500 PSI. 5. REINFORCING STEEL: A815. GRADE 40 OR GRADE 60, ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DAMETERS OR 24' MINIMUM. WHICHEVER IS LARGER. 4 SEISMIC DESIGN CATEGORY: A A ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING SLAB tlr DIA X W LONG SMPSON TTTEN HD ANCHOR WITH WASHERS, REINFORCEMENT e. LEAST BE EMBEDDED DNOTITCONCRETEANDOLTS SHALLMORETWWOC, UG. 3TMP PER NOTES BELOW C. THERE SHALL BE A MINIMUM of 2 BOLTS PER SOLE PLATE PIECE IMTH 1 BO. T LOCATEA NOT MORE THMI Ir NOR LESS THAN 7 BOLT FFF>--- DIAMETERS FROM EACH END OF EACH PIECE THICKENED SLAB MIN. CONCRETE FOUNDATION DETAIL c M.T. 4 SHED Storage Buildings & Garages TUFFSHED.MFG.FACILITIES TAMPA FL u Order #. Customer. Site Address: P. O. # THESE DRAWINGS AND THE OF TUFF F GN 3ED. INC.ETHE PROPERTY THESE DESTUFF DRAWINGS AREFORABUILDINGTOBE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD I1JFP SHED INC. TITLE ENGINEERING DEPARTMENT rnuheren. eb••n•ieevonm»ir•ro a.neee.ma c by R. haWilla, PE. On I.Gate shown WIN opnal sbnat„ro. a " y ee •• i. = Pnw I**$oftmaao< amemarenotc 16-1 3 ° * '#'- apnea ana—ay • na tna wnaaire meet be - - veer a an.ny elen ow a..a. 90.. ..... o. • ` NsS//-•- ...N+v` O v L i° DETAILS FBC, Sth EDITION ( 2014) 155C DRAWING NO. FL- PTB TB600- 01 Drawn B PKY: Date: 6/3115 RICHARDI. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 303) 753-8833 EXT. 5618 REV.LEVEL 01 Checked By: SHEET I J Date: Building Size:wo R- eRo «-ae -ao. ..Re. Scale: N.T. S. PAGE 3 OF 4 18 AUG 2016 5 2" 6,-2" 3'-2" 4'-45l6" 7 4 -2. 'm . 3'-71 16" ° N e 1'-91 Y,6" m 2 2/8" 1 \ a V-63l6" a 12 LI Q 11 8" ' h a 2'-11 8. 4 N 2 6 Q s 12 1,-251212 zs12 as 2X4 TOP Qs 12 CHORDS 2. 1 2X4 TOP 12 2X4 TOP ` `m 2X4 TOP o • ° 3X6 20 GA PLATES CHORDS E13X620GA2emTYPBOTHSIDES3X620GACHORDSr3X62OTESCHORDS 'LATES TYP PLATES TYP 7S o fV T- 2" 8 -4" _ I 10 -4" I 12'-4" 2'- 2/" tiry 11y8" 5, 2 6'- 2" m 12 4'-2" 13 " thv >e 4-4 16' 1 Q52X4TOP3'-7 /16 y "-9 )/16" CHORDS ` o- 1'-63/16• 12 3X6 20 GA 12 :' a 2'- 11 %' 1 25 2 Q s 12 N PLATES TYP 29 12 8` 5 ze N 2ffi BOTTOM Cn Q 5 2 6," 2X4 TOP 2X4 TOP 2X4 TOP ' m m 3X6 20 GA PLATESCHORDS CHORDS3X6 i44' TYP BOTH SIDESDESIGN LOADS: v 3X6 20 GA CHORDS TYP °? TOP CHORD LIVE LOAD = 20 PSF PLATES TYPTOP CHORDDEADLOAD= 10 PSF 2X8 BOT2X10 BOTTOM CHORD COLLAR TIE DEAD LOAD = 5 PSF 5-1Od NAILS 5-1Od NAILS 5.10d NAILS BOTTOM CHORD LIVE LOAD = 30 PSF EA. SIDE EA. SIDE BOTTOM CHORD DEAD LOAD = 5 PSF 4" 10'- 4" 17. EA 8 SIDE NOTES: FBC, 5th EDITION (2014) ANSI/TPI 1-2007 6' SPAN 8' SPAN 12' SPAN TRUSSES TO BE SPACED @ 24" OC REACTIONS: REACTIONS: 10 SPAN REACTIONS: REACTIONS: MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 MAX. VERTICAL: 415 LBS. MAX. VERTICAL: 585 LBS. MAX. VERTICAL: 725 LBS. MAX. VERTICAL: 865 LBS. OR BETTER. PLATES ARE TO BE PRESSED IN THE MAX. UPLIFT: -175 LBS. MAX. UPLIFT: -205 LBS. MAX. UPLIFT: -256 LBS. MAX. UPLIFT: -300 LBS. WOOD PER TPI. NOTE: NOTE: NOTE: REP MEMBER INCREASE: YES TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS NOTE: LUMBER D. O.L.: 1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER TRUSS MAY N USED EI BUILDING LENGTHS TRUSS MAY N USED EI BUILDING LENGTHS TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. TENSION SI 2NTIEUNLESS CEILING JOIST OR OTHER UP SI 2N TIE UNLESS CEILING JOIST OR OTHER WIND: TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED, ASCE 7- 10, 155 mph, Exposure C, D.O.L.=1.60 MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. PLATES ARE MANUFACTURED BY EAGLE METAL ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN VERT TL: 0.08 In. PRODUCTS, [CC - ES #ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. Order #. P. O. # THESE DRAWINGS AND THE VM TITLE DRAWING NO. DESTUFF SHED DrawnB : PK OF TIUFF SHED, INC.GN ARE THE PROPERTY THESE ENGINEERING D DEPARTMENT mi. item ho aie lronm.uy aroma ..aied °PGA q Wi FL-PRSR-SR-01Customer: yEyR,wEWllls. PE. On1ME.e.Mwnuaiq. s°'% TRUSS DETAILS DRAWINGS AREFORADigitalsig=. Storage Buildings & Garages Date: 613/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. _* *- REV LEVEL 01 Site Address: AND BUILT BY TUFF SHED. Pnn etl come. 0/ mi. a«am.m ere nm cros ae ea a F TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS .ivn.d .na.e.iea.na uw .pn.cure murx FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET ..nr aon.nreMcimnic=op... 3 A. ;'o" °, .;gym FBC, 5th EDITION (2014) SHEET A TM1PA FL Dale: SHED AND THE ENGINEER OF DENVER, COLORADO 80210 Ts "- nht BuiklingSize:n-w-eoR. % RECORD (303) 753-8833 EXT. 5618 NAn E^pO155C Scale: N.T. S. PAGE 4 OF 4 18 AUG 2016 X NF®R.I) Y OF s `-• = :a" Building &Fire Prevention Division FIRE DEPARTMENT RESIDENTIAL SHED AFFIDAVIT 120 SQUARE FEET OR LESS) PERMIT #: t 7" 3 i Li ) ADDRESS: 13 0 IN - S Qori}r A0l s'Ay, (-etzD Fc 3 a -'7) I 70 v D S! CO W Ae"% 14FRFRV AFFIRM THAT AT . r1F TFiF FORPMMr. INFORMATION IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE OWNER'S EXPENSE. 1-1 LICENSED CONTRACTOR LICENSE #: COMPANY / CONTRACTOR: CONTRACTOR SIGNATURE: HOMEOWNER (OWNER/BUILDER) OWNER/BUILDER NAME: • 17Av "D S, (bvj An OWNER / BUILDER SIGNATURE: ( ` - S oew' DATE: DATE: 1 ' 2 S'- 17 PLEASE NOTE" THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED. STATE OF FLORIDA COUNTY OF Sworn to and Subscribed before me this day of G6--t6 6p r- 20 l L by: co'- j CG d . Who is Personally Known to me or has Produced (type of identification) as identification. 0nnu f'bR Fill rp •. ANWE(TE SLAW Signature of Notary Public ;` Notary Public State of Florida State of Florida y - = mission'l # GG 060623 Print/Type/Stamp Name of Notary Public Com OFf` My Comm. Expires Jan 16, 2018OFV Effective: August 1, 2017 THIS INSTRUMENT PREPARED BY:;m imi imi imi imi mi mr Name: 3DAvt> Address: tic tJ 5. A•rt{ i'lid'',' NALuYr SEh WOLF C:OUHTY CLERK OF :IRCii T ;:OiJfiT c' COMPTROLLER BK 901. P^ 1 i NOTICE OF COMMENCEMENT GLERY,'S v`t1171-- IF'E i_"::IiL i: i i ;;''fir' y i c CORDING FEES State of Florida .1'HOF:DED By i;devor;, County of Seminole Permit Number: 17 ' 3 14 1 Parcel ID Number: 3c ' I ) ' 3 1 — JGa - 01 or, rr, i b The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) A f7 PJ s rn ; T A vt. F0Q'D F'L 3a•71 jF GENERAL DESCRIPTION OF IMPROVEMENT: 10' X I ' 5/4 c-T> OWNER INFORMATION: WAe, Address: fan /J , 5c'oT7- A vG 5r1 , Nt2J FL 33'7 1 Fee Simple Title Holder (if other than owner) Name: Address: rOR: A.a $ Ccwan 119, Address 13D PS 5A ii:: (Lo FL - 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 penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to thee best of my knowledge and belief. X GL" C— X DAV D -7_ CO cups Owner's Signature Owners Printed Name Florida Statute 713.13(1)(9): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead: 0 State of County of ^ , L % The f eggoing Instrument was acknowledged before me thi ' day of C2 20 / / by t-L a- J4/1%t' L Who is personally known to me Name of person making statement /' / U ! I r OR who has produced identification type of identification produced: ` I 1 DE©SIE 5LANTOP1MYCOMPAISSIONkfF17E643 aYL/ EXPIRES: February 25, 2019 Bonded Thru Notary Pubfic Underroiterscr,. Notary Signature