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HomeMy WebLinkAbout721 Upsala Rd (2)V r.'L CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:� SIQ� Documented Construction Value: $ ?zoo•Oy Job Address: L "" Historic District: Yes ❑ No ❑ Parcel ID: Residential ❑ Commercial ❑ Type of Work: New ❑ Addition 19 Alteration ElRepair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: Phone: Fax: 0© ❑r ;Y(LO.aa.'1. c c Property Owner Information ,r Name 2 Gd i^d Phone: ��t Street: Reside� nt�of property? : ' . �e City, State Zip: Contractor Information �- Name Phone: Street: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: "k to 12� Street: aQProx rKA-��pCa'� �jS ih City, St, zip: ahs � tnrt�n;rrivrYl 20' S � � e y ark se-4'back Bonding Company: 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: 51" Edition (2014) Florida Building Code Revised: lune 30, 2015 Permit Application 41ol oG5 NOTICE: In addition to the requirements of this permit, there may be additigpal restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/A nt Date Signature of Contractor/Agent Date c�C-evi% (20tio(O, wal Print Omer/Agent's N&ne Print Contractor/Agent's Name Signature of No �$ vCfjorida Signature or Notary -State of Florida Date '� Notary Public • State of Florida • . . •r', My Comm. Expires Jan 16. 2018 Commission # FF 071760 Bonded Tlvt p tbdonal Notary Assn. Owner/Agent is Personally Knotr>Lto Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID L— Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Occupancy Use: 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: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 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. Signature ofOwner/A nt Date /` Notary Public - State of Florida My Comm. Expires Jan 16. 2018 Commission # FF 071760 Bonded Tlmo National Notary Assn. Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known -to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID 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 Lodd: Flood Zone: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: % f.-I.lit' Ok to iyls* illo LO' x 12� S%tec�S ►Y1 : QPr'°x' "�°`�� to �0+j o to s s Revisedhot,.,~, on ?\ aV '► Permit Application w;-tln Ck t/V ;A%- n%J,V1 20' S; '�e ark se�i-back oan6 y �� hard Se46ctck . REQUIRED INSPECTION SEQUENCE ]BP# 1(0 -ISG Address: BFJIL• 1DEN'G PIrRMAIr bilin Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final 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 Residence Final Building Other REVISED: June 2014 11 Il1[.rcrwCAL PERwr Min I Max I IInsDection IIDescriDtion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final n9[in I�IIa� IIns ection Description Plumbing Und rground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHAN[CAL PERIV T min Max- Inspection Description Mechanical Rough Mechanical Final min Max rns ection Description Gas Underground Gas Rough Gas Final Property Address: %Z 1, , do hereby state that I am qualified and capable f performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of 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 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 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. 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 �r Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850487-1395 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 C i° that I am the party legally and financially responsible for the proposed construction activity at the address 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 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 C 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: %Z 1, , do hereby state that I am qualified and capable f performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of 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 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) Rev. 9.14.2009 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 Co 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 be 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 I 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. L I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. 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 must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 PLAT OF BOUNpARY SURVEY for THOMAS W. and PATRICIA D. TAYLOR Legal Description THE WEST 218 FEET of the NORTH 1122 FEET of LOT 27 (LESS the WEST 18 FEET for ROADS NEW UPSALA. according to the Plat teereof as recorded in Plat Book 1, Page 67. of the Public Records of Seminole County. Florida ��OVED PLAfVS ENG. DEPT. (,(1116 Ok to inS11 c�11 -two 10 X. 1Y1 10 co+i o ^ s s1no oto �� ave w; -{A (A. V'VXi %Zf VXQ Wl 2-0'5 % � e ar a se- -back 0^6 4" C W rc) 5e-iOaci -. PAMALA OAKS PHASE 2 PLAT BOOK 51, PAGE 15 I ^ .� .... .laa>• ...� rear `r 0 I_ o I" a� ►RAtK 3 H ® sm Our _ to N 4m SOUTH UNE NORTH 112.2' LOT 27 SCALE 1'=40' SURVEY NOTES: 1) The street address of the abov"escribed property is 721 UPSALA ROAD. 2) The above-described property Des In a Flood Zone X SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plot !area ► delineated is an accurate representation of the some. I further certify that this Surrey meets the rAnim m TechnicalStandards set forth by the Florida Hoard of Land Surveyors pursuant to Section 427.077 of the Florida Statutes. KIINLK WRVL'T1M, 111L. TNOYASK&PATR1MWTAYLOR R. BLAIR KITNER - P.L.S. NO. 3382 FLAWARBAWFAL Post Office a ox 823, Sanford. Fl. 32M-OB23 ATTORMEYSTIIIEOrMU MCEFUM.MC. (477) 322-2000 4AMOVLBARIMATTORIET PROJECT NO: 0jj -S13 SURVEY DATE: 6 DEC. 2005 SPECIAL SERVICES CUSTOMER INVOICE Store 0264 LAKE MARY Phone: (407) 333-9650 4600 W LAKE MARY BLVD Salesperson: RVC86A LAKE MARY, FL 32746 Reviewer: This is only a QUOTE for the merchandise and services printed below. This becomes an Agreement upon payment and an endorsement by a Home Depot register validation. Page 1 of 8 NO. H0264-5542 VALIDATION AREA 16 SALE 32 JAL301 11 53 AM ORDER ID: H0264-5542 RECALL Name Home Phone 3588.30 GORDON CHERYL (321) 363-1837 • 4080.80 Address 721 UPSALA ROAD Work Phone 7y669.10 BASIC INSTALLATION LABOR: SALES TAX Company Name • TOTAL $8r206.02 City SANFORD Jobb—r'p6on tuff shed HOME DEPOT state FL Zip 32771 C-nry SEMINOLE Page 1 of 8 NO. H0264-5542 VALIDATION AREA 16 SALE 32 JAL301 11 53 AM ORDER ID: H0264-5542 RECALL AMOUNT 3588.30 ADDL MDSE SUBTOTAL 4080.80 SUBTOTAL 7y669.10 BASIC INSTALLATION LABOR: SALES TAX 536.92 TOTAL $8r206.02 XXXXXXXXXXXX8122 HOME DEPOT 4YO00.00 AUTH CODE 031195/7191100 TA 0000-108 -369 CHECK 41206.02 XXXXXX1663 Y 1 $0.00 AUTH CODE 002614 CUSTOM LABOR SELECTED INCLUDES: TA QUOTE is valid for this date: 05/31/2016 INSTALLATION #1MERCHANDISE AND SERVICE SUMMARY sWe odrtocusomershtolimitthequantiti oandise REF # 101 ESTIMATED INSTALL BEGIN DATE: 05/31/2016 ESTIMATED INST TE: 06/30/2016 BASIC INSTALLATION LABOR: SKU DESCRIPTION QTY TAX I PRICE EACH EXTENSION 0000-108 -369 TUFF SHED DISPLAY SELL OFF -NAT/ EAJ Y 1 $0.00 $0.00 CUSTOM LABOR SELECTED INCLUDES: OPTION I DESCRIPTION OTY UM TAX I PRICE EACH EXTENSION 1 1 S/N S0385818 TRS -80010X12 1.00 PAI Y $3,588.30 $3,588.30 INSTALLATION SITE NAME: I GORDON CHERYL INSTALL LABOR CHARGE: $3,588.30 ADDRESS: 721 UPSALA ROAD TRIP CHARGE: $0.00 CITY: SANFORD STATE: FL ZIP: 32771 CREDIT FOR DEPOSIT/MEASURE: 1 $0.00 COUNTY: SEMINOLE SALES TAX RATE: 7.001 ercha 'ise - Y LABOR MUNRO •V • $3.588.30 PHONE: 321 3631837 A PHONE: 321 3631837 O BASIC INSTALLATION LABOR INCLUDES: ' DISPLAY - SOLD'AS IS' ' 1 YEAR WARRANTY - KEYSTONE BUILDJN ) ••• CONTINUED ON NEXT PAGE ••• O Check your current order status online at www.homedepot.com/orderstatus Page 1 of 8 NO. H0264-5542 Customer Coov 11 111 (9801) 0100496140 4600 WLAKEKMARYRFLORIDA4327463-9650 AMOUNT 0264 00019 74112 05/31/16 11:53 AM CASHIER JENNIFER 3583.330 ORDER ID: H0264-5542 RECALL AMOUNT 3588.30 ORDER ID: H0264-5544 RECALL AMOUNT 8080.80 SUBTOTAL 7,669.10 SALES TAX 536.92 TOTAL $8,206.02 xXXXXXXXXXXME X8122 q,000.0A AUIHCODE0 TA CHECK 4,206.02 XXXXXX1663 TA AUTH CODE 002614 INSTALL LABOR CHARGE: IIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIII II IIIIIIIIII I 0264 19 74112 05/31/2016 7528 THE HOME DEPOT RESERVES THE RIGHT TO LIMIT / DENY RETURNS. PLEASE SEE THE RETURN POLICY SIGN IN STORES FOR DETAILS. When you provide a check as payment, you authorize us to use the information from your check to process a one-time Electronic Funds Transfer (EFT) or draft drawn from your account, or process the payment as a check transaction. You also authorize us to process credit adjustments, if applicable. If your payment is returned unpaid, you authorize us to collect yourppayment and the Return Fee amount below by EFT(s) or draft(s) from Your account. If you are presenting a corporate check, you make these representations as an authorized corporate representative. For inquiries, please call TeleCheck customer service at 1-888-812-9580. S CUSTOMER INVOICE Phone: (407) 333-9650 Salesperson: RVC86A Reviewer: idise and services printed below. This becomes an )rsement by a Home Depot register validation. Nome Phone (321) 363-1837 Work Phone Company Name Jobe- p"- tuff shed 32771 c01n" SEMINOLE Page 1 of 8 No. H0264-5544 VAL11DATION AREA — __ 16 3 3U 53 AM ORDER ID: H0264-0544 RECALL AMOUNT 4080.80 ADDL MDSE SUBTOTAL 3583.330 QTY SUBTOTAL 7x669.10 I EXTENSION SALES TAX 536.92 Y TOTAL $SY206.02 XXXXXXXXXXXX8122 HOME DEPOT 4x000.00 AUTH CODE 031195/7191100 TA EXTENSION CHECK 41,206.02 XXXXXX1663 :RYL INSTALL LABOR CHARGE: AUTH CODE 002614 TA QUOTE is valid for this date: 05/31/2016 IERCHANDISE AND SERVICE SUMMARYWe sodrtocusothe mershttolimitthequal o IV 04 andise n EF # 101 ESTIMATED INSTALL BEGIN DATE: 05/31/2016 ESTIMATED INST TE: 06/30/2016 DESCRIPTION QTY TAXI PRICE EACH I EXTENSION JAT/ EA Y $0.00 $0.00 DESCRIPTION OTY I UM ITAXI PRICE EACH EXTENSION 1.001 PAI Y 1 $4,080.80 $4,080.80 :RYL INSTALL LABOR CHARGE: $4,080.80 TRIP CHARGE: $0.00 ATE: FL ZIP: 32771 CREDIT FOR DEPOSIT/MEASURE: $0.00 ITE: 7.001merchandise - Y LABOR - Y $4,080.80 A PHONE: 407 4171265 BASIC INSTALLATION LABOR INCLUDES: •" CONTINUED ON NEXT PAGE "' Customer Coov (9801) 0100496142 J 1\ IIV 11\VII\\, 111`1.1 ' Name: r r i I I\ 7i--�l Z*-) Address: L 1111111111111111111111111111111111111111 ' MARYAhahaE MORSEr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER NOTICE OF COMMENCEMENT sr, 8698 Ps 1350 (11`9s) State of Florida County of Seminole Permit Number: CLERK'S : 2016056166 RECORDED 06/02/2016 08:04:52 A11 RECORDING FEES $11.00 .0 2 IC Parcel ID Number: 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 PIROPERTY,: (Legal despription of the property and street address if available) GENERAL DESCRIPTION OF C OWNER Name: Address: Llnirod- Fee Simple Title Holder (if o her than owner) Name: Address: CONTRACTOR: CC Name: Address: 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: Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. 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 N0.11GEMACOMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best ofmy knowled a and belief. Owner's Siddature, er's Printed Name Florida Stat 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 steed.' : a� iz• s L : 4 - S�4 "'it State of or e, ! County of The foregoing Instrument was acknowledged before me this 5 i= day of tU a o� it Cl• �^' y � WZ b let'V Cr lY� 1 Who Is personally known to me f F Name of person making statement L� 1 zz cc OR who has produced identification ❑ type of identification produced: l.— _ 1 4s s , 1 avt ?;SPY P • ANN E SCOTT �,.I �. °` ,• �•; Nolary Public -State of Florida o ,� o • MY Comm. Expires Jan 16, Notary SignatureCr • •- •'�� •°.'� Commission er FF 071760018 i g Bonded Thrtxph National Not Assn. ii s v O CV 0 i ni e 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: (SHEET 2) FOR THE DOOR WIND SPEED (T1609.3.1): V„Ii = 155 DESIGN Vaw = 120 EXPOSURE: C DETAIL FOR 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: (Iw): 1_0 RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) WIND PRESSURE (psQ (ASO VALUES) 67 PSF (ZONE2.3) (BASED ON 10 SO FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) <? INTERNAL WIND PRESSURE COEFFICIENT: +0.18 (ENCLOSED BUILDING) -0.18 FLORIDA BUILDING APPROVAL NUMBERS - 1. WINDOWS BY CROFT LLC - FLORIDA BUILDING APPROVAL #FL15585-R1. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.5. 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 HEADER NAILING: HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER - 16d @ 16" STAGGERED FACE NAIL NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: TB600 - 5'-10 3/4" (70 3/4") PTB - 6'-4 1/2" (76 1/2") 12 29 DOUBLE TOP PLATE 1/2" PLYWOOD SPACER HEADERS FOR OPENINGS UP TO T-0" (2) 2x4 SP #2 20 WINDOW SILL TRIMMERS FLOOR DECKING BASEPLATE io FOR WINDOW OPENINGS UP TO T-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE. N.T S. 5� OPTIONAL 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 OBUILDING SECTION SCALE. N.T.S. SIDEWALL DOORS NOT AVAILABLE ON THIS MODEL INC SPtyr OEPAR� #16'566 DOOR HEADER DETAIL 3B FOR SIDE WALLS SCALE: N.T.S. 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 SPF #2 OR BETTER @ 16" OC. FLOOD VENTS IF REQUIRED - ONE SQ INCH SCREEN FOR EVERY ONE SO FT OF BUILDING. REFER TO THE DOOR DETAIL OPENINGS UP TO 6'-0" (SHEET 2) FOR THE DOOR USE (2) 2x4 SP #2 DESIGN OPENINGS 6'-1" TO 8' USE (2) 2x6 SP #2 DETAIL FOR ®HEADER END WALLS SCALE: N T.S JUN 0 2 2016 7/16' RAFTER BOTTOM CHORD 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.) 2 TRUSS TO WALL CONNECTION DETAIL SCALE: N T.S. I RAFTER OR 7/T�' OSB ,NG WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER T6600 - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN WALL TOP PLATES PLATES ARE TO BE I TOGETHER. NAILS rO BE DRIVEN IN AT J ANGLE. 10d NAILS 3GERED AT 12' O.C. THERN PINE STUD (TYPJ O TRUSS TO WALL ID �,ljlii�,//� CONNECTION DETAIL C .. •_SCALE: N TS, 7/16' OSB SHEATHING OR 7/16' OSB SHEATING WITH FOIL BACKING SIMPSON H8 PLATE ON INSIDE AT EACH RAFTER T6600 - USE (2) 2X4 TOP PLATES PTB - USE 2X4 AND 2X6 TOP PLATES AS SHOWN Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. FLORIDA LICENSE F ** 3 V ' ` • '� TITLE DRAWING NO. DESIGN ARE THE PROPERTY No. 76835 TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT 7�; ; FL-PTB-TB600-01 DRAWINGS ARE FOR A SEALER'S PRINTEd:NAPQI >� ` BUILDING SECTIONS Storage Buildings & Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. — i g g g Site Address: RICHARD WILLS .o : :• HEADER FRAMING DETAILS REV. LEVEL 01 AND BUILT BY TUFF SHED. � TUFF SHED, MFG. FACILITIES i TATE OF Checked By: ANY OTHER USE IS 9 •'•. 1777 S. HARRISON STREET �� fix' .. P • • •<tQ �� FBC, 5th EDITION 2014 SHEET -I TAMPA. FL Date: FORBIDDEN BY BOTH TUFF O•R I O ( ) Building SIZe:MAOTH-LENGTH -HEIGHT -So FT.AREA SHED AND THE ENGINEER OF DEIv"VER, COLORADO 80210 '/////�s •.. • EN�,�� �N Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 y',qM DATE 155C PAGE 10 4 ,� SINGLE DOOR ASSEMBLY TOP VIEW SCALE: H.T.S. BOLT LATCH ON FIXED DOOR FOR ATTACH M BOLT LATCH AT THE TOP AND �IXETHE D DOOR. ATT CHLT LATCH AT THEEAC BOLTBOTTOLA CH ASSEMBLY WITH (4) #8 x 2-1/4' SQUARE DRIVE WOOD SCREWS. 7�KE. DOOR HANDLE AND STRIKE 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 MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" 6- 6'-24' 8d NAILS @ 6" O.C. 0' MAX. SQUARE DRIVE WOOD SCREWS. MARK 0' 8'-24' ATTACH STRIKE PLATE WITH (2) 10' 10'-24' 8d NAILS @ 6. O.C. 0' WALLS END SIDE 0' COMB. MIN TOTAL WALLS END SIDE 8d NAILS MAX. MIN TOTAL BEING WALL WALL 12'-24' OPENING COMBINED BEING WALL WALL 1V COMB. COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL 6'-24' 8d NAILS MANUFACTURER'S INSTRUCTIONS. USE #8 x 2-1/4" 6- 6'-24' 8d NAILS @ 6" O.C. 0' 6'-24' SQUARE DRIVE WOOD SCREWS. 8' 8'_24' 8d NAILS @ 6" O.C. 0' 8'-24' ATTACH STRIKE PLATE WITH (2) 10' 10'-24' 8d NAILS @ 6. O.C. 0' 10'-24' #8 x 2' SQUARE DRIVE WOOD12' SCREWS. 12'_24' 8d NAILS 6' O.C. @ 0' 12'-24' 5' • MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT DBDOUBLE DOOR ASSEMBLY TOP VIEW SGA E: N.T.S. 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 SCALE: N.T.S. EXTERIOR DOOSHEATHING - PREMIER SERIES -1/2" DURATEM SUNDANCE SERIES - 3/8" SMART: INTERIOR DOOR SHEATHING IES -1/2" CDX ERIES - 7/16" OSB HINGE ATTACHMENT 3NUFF SHED HINGE DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH #8 x 2-1/4' SQUARE DRIVE WOOD SCREA 3 HINGE ASSEMBLY FRONT VIEW SCALE: NJ S. 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. TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES TAMPA, FL Order #. Customer: P.O. # Drawn By: PK Site Address: Date: 6/3/15 Checked By: Building Size:vAoTN.IENOTN.NEIOMT•SO.FT.AFtEA Date: Scale: N.T.S. ROOF SHEATHING (7/16" OSB) 6' 6'-24' 8d NAILS 0 6' O.C. UP TO 12' 4- 8- 8' 8'-24' 8d NAILS 6" O.C. UP TO 12' 4' 12'-24' 10' 10'-24' 8d NAILS @ 6- O.C. UP TO 12' 5' 6 10' 10'-24' 8d NAILS @ 4" O.C. UP TO 12' 4' 8d NAILS @ W O.C. 12' 12'-24' 8d NAILS @ 4' O.C. UP TO 12' S' EXTERIOR DOOSHEATHING - PREMIER SERIES -1/2" DURATEM SUNDANCE SERIES - 3/8" SMART: INTERIOR DOOR SHEATHING IES -1/2" CDX ERIES - 7/16" OSB HINGE ATTACHMENT 3NUFF SHED HINGE DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH #8 x 2-1/4' SQUARE DRIVE WOOD SCREA 3 HINGE ASSEMBLY FRONT VIEW SCALE: NJ S. 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. TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES TAMPA, FL Order #. Customer: P.O. # Drawn By: PK Site Address: Date: 6/3/15 Checked By: Building Size:vAoTN.IENOTN.NEIOMT•SO.FT.AFtEA Date: Scale: N.T.S. ROOF SHEATHING (7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6- 6-24' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. 8- 8'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. 10' 10'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. 12' 12'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. NOTES: 1. USE 8d RING SHANK NAILS W/ A MIN SHANK DIAMETER OF 0.131" AND A LENGTH OF 21/2". TABLE NOTES: 1. NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING GREATER THAN 8'-0' 3.' 6' WIDE X 6'-9' LENGTH BUILDINGS ARE BASED ON 3 -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE OPENING MUST BE FULLY SHEATHED, IN THE 3 -SIDED DIAPHRAGM CASES. THE END WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SIDE OF THE OPENING. 4. USE RING SHANK NAILS WITH A SHANK DIAMETER OF 0.113" AND A LENGTH OF 21/2". 5. FIELD NAILING FOR 3/8" SMARTSIDE: 8d @ 12" O.C. 6. ON THESE BUILDNGS 6'X 10'-18' THE T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE WILL BE A T PANEL ON ONE SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES WALLS THAT NEED TO BE SHEATHED ON BOTH SIDES. THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD NO OPENINGS ALONG THE WALL 6--g- 8d NAILS @ 4" O.C. .6' 6- 8d NAILS @ 6" O.C. SEE NOTE 3 ' 6' 8'-9' 8d NAILS @ 4" O.C. SEE NOTE 3 6' 10'-14' 8d NAILS @ 6" O.C. 0' 6' 6' 16-20' 8d NAILS @ 4" O.C. a 6- 6 22'-24' 8d NAILS @ 3" O.C. a 6 8' 8'-16' 8d NAILS @ W O.C. a 8' 8' 18'-24' 8d NAILS @ 4" O.C. 0' 8- 1V 10'-20' 8d NAILS @ 6' O.C. 0' 10' 10' 12'-24' 8d NAILS @ 4" O.C. 0' 10' 12' 12'-22' 8d NAILS @ 6" O.C. 0' 12' 12' 24' 8d NAILS @ 4" O.C. 0' 12' • MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT 6- 6--g- 8d NAILS @ 4" O.C. 3- SEE NOTE 3 ' - - 8d NAILS @ 4" O.C. (BS) T 2' RE: NOTE 6 6- 14'-16' 8d NAILS @ 3" O.C. (BS) 3- 2' RE: NOTE 6 8' 8'-10' 8d NAILS 0 6" O.C. T 5' 8- 12'-14' 8d NAILS 4" O.C. 3- 5' 8' 16'-20' 8d NAILS 3' O.C. 3- 6 8' 8d NAILS 6' O.C. 4- 4' 8' 1V -1Z 8d NAILS 4" O.C. 4- 4- 8' 14'-16' j8d NAILS @ W O.C. 4' 4' 10' 10'-14' 8d NAILS 6' O.C. 3- T IV 16'-20' 8d NAILS @ 4" O.C. 3' T 10' 22'-24' 8d NAILS @ 3" O.C. T T 10' 10'-12' 8d NAILS @ 6" O.C. 4 6' 10' 14'-18' 8d NAILS @ 4" O.C. 4' 6' 10' 1 20'-22' 8d NAILS 0 3" O.C. 4' 6' 10' 10'-12' 8d NAILS @ 4" O.C. 6' 4- 10' 14' 8d NAILS 3" O.C. 6' 4' 12' 12'-14' 13d NAILS4- 8' 12' 16-22' 8d NAILS @ 4' O.C. 4- 8' 12' 24' da AIL 4- 8' s' 12' 18'-20' 6- 6' 12' 12'-14' 8' 4 - TUFF SHED, INC. FLORIDA LICENSE PE ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 5618 SEALER'S PRINTED NAA* j RICHARD WILLS •1•C�NS`vc, 768.35 TA E OF O 1P,; I PTR //i111�1 evao�ti� SANropo 10 #16-1566 ryRn'47 TITLE DRAWING NO. FL-PTB-TB600-01 DOOR DETAILS NAILING REQUIREMENTS REV. LEVEL 01 SHEET FBC, 5th EDITION (2014) 155C TE PAGE 2 OF 4 #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 .®•, , ' SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING V-12' 8" O.C. OSTEEL SHED BASE DETAIL SCALE: H.T.S. SIDING `41I- I � STUD TRIM 3/8" CARRIAGE BOLT (GRADE 2) OT17SWB -OR- OT24SWB 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: 600T125-054) 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 @ 12" 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 Z BASEPLATE FLOOR PLY 6" It A o s 1/2" HILTI KWIK BOLT TZ QTY STAINLESS STEEL 304 6'-10' EMBEDMENT DEPTH = 2" STEEL SH MIN. EDGE DISTANCE = 6" BASE ANCHOR SPACING: RE: KWIK 4" CONCRETE BOLT ANCHORS TABLE, SHEET 3 PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N T 5 8' KWIK BOLT ANCHORS (INTO CONCRETE) RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 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 NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING ANCHORS EQUALLY SPACED ALONG THE LENGTH OF THE BUILDING. (1/2 THE REMAINING ANCHORS ON EA. LENGTH SIDE EQUALLY SPACED). -/ TRIM LENGTH # OF ANCHORS SIDING 2X4X2, 4 ANCHORS 8' BLOCK 4 ANCHORS 10' 10'-24' 4 ANCHORS ATTACH BRACKET TO 12'-24' 4 ANCHORS STUD THRU HOLE IN ANCHOR PLATE WITH Z z 3/8"0 x 4" CARRIAGE BOLT AND LOCKNUT v CORNER STUD 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 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS Fz' 00 STUD vSIDING TRIM END WALL AUGER ANCHORS WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS ANCHOR BRACKET TO BE FLUSH WITH OAUGER ANCHOR DETAIL EDGE OF TRIM SCALE: N T S UNHEATED SPACE ANCHOR BOLT & P.T. SILL PLATE PER NOTES BELOW 8" THICK E L MIN. ® CONCRETE FOUNDATION DETAIL 4 -ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE W MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12' BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI, S. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING ( STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24' MINIMUM. WHICHEVER IS LARGER 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1 r OIA X r LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6 OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12' NOR LESS THAN 7 BOLT DIAMETERS FROM EAC EACH PIECE. ���L.D/Nc /I . ;//. UANIFORD Order #. P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE P 6 ` c �r� s <�S ��i. TITLW .� C 6 DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. F •'•. 1 v TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PTB-TB600-01 DRAWINGS ARE FOR A SEALER'S PRINTED �I No. 76835 DETAILS Storage Buildings & Garages Site Address: Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. — * = REV. LEVEL 01 AND BUILT BY TUFF SHED. RICHARD WILLS TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS rare of SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 9 Q FBC, 5th EDITION (2014) TAMPA, FL Date: SHED ANO THE ENGINEER OF DENVER, COLORADO 80210 ��� / O R 1 O P .• •�� �� Building SIZe:wwTN- LENGTH -HEIGHT -SO FT.AREA RECORD (303) 753-8833 EXT. 5618 x/// •'S'^ •• "••c,�� Nom\ 155C Scale: N.T.S. b AL SIR_N�►�`.., DATE PAGE 3 OF 4 #4 CONTINUOUS d 13/4 TOP & BOTTOM . U >_ FINISH CONCRETE FLOOR co GRADE / z SLAB REINFORCEMENT a 3" CLR. PER NOTES BELOW) U io TYP. 8" THICK E L MIN. ® CONCRETE FOUNDATION DETAIL 4 -ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. CONTINUOUS FOOTING NOTES 1. TOP OF SLAB TO BE W MIN. ABOVE GRADE. SLAB REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN. 1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL, OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12' BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, fc = 2500 PSI, S. REINFORCING STEEL: A615, GRADE 40 OR GRADE 60. ALL REINFORCING ( STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24' MINIMUM. WHICHEVER IS LARGER 6. SEISMIC DESIGN CATEGORY: B A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 1 r OIA X r LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6 OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12' NOR LESS THAN 7 BOLT DIAMETERS FROM EAC EACH PIECE. ���L.D/Nc /I . ;//. UANIFORD Order #. P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE P 6 ` c �r� s <�S ��i. TITLW .� C 6 DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. F •'•. 1 v TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT FL-PTB-TB600-01 DRAWINGS ARE FOR A SEALER'S PRINTED �I No. 76835 DETAILS Storage Buildings & Garages Site Address: Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. — * = REV. LEVEL 01 AND BUILT BY TUFF SHED. RICHARD WILLS TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS rare of SHEET FORBIDDEN BY BOTH TUFF 1777 S. HARRISON STREET 9 Q FBC, 5th EDITION (2014) TAMPA, FL Date: SHED ANO THE ENGINEER OF DENVER, COLORADO 80210 ��� / O R 1 O P .• •�� �� Building SIZe:wwTN- LENGTH -HEIGHT -SO FT.AREA RECORD (303) 753-8833 EXT. 5618 x/// •'S'^ •• "••c,�� Nom\ 155C Scale: N.T.S. b AL SIR_N�►�`.., DATE PAGE 3 OF 4 E 6'-4" 11Y8" —2X4 TOP CHORDS 12 2s Y-2" 2'-278" 11y8" r 12 Q 5 2X4 TOP CHORDS `~ \ 3X6 20 GA 12 Ct C PLATES TYP 29 N 2x6 BOTTOM CHORD 4'-2- 04 02'-1 13/8- IxN 12 Q 5 12 N=15553X6a 20 GA PLATES TYP (V 8'-4" _ 4'-2" a 2'-1178" 12 0Q5 2 2X4 TOP `V CHORDS ti co 1'-25/8" 5'-2" 3'-71 16" 12 Q 5 12 a 29 3X6 20 GA PLATES TYP BOTH SIDES 10'-4" r- -i 5'-2" T-713/16- 12 4 5 12 I — 2X4 TOP a I w 6 -4 V iv • • • 3X6 20 GA PLATES DESIGN LOADS: v r� 3X6 20 GA CHORDS `n TYP BOTH SIDES TOP CHORD LIVE LOAD = 20 PSF PLATES TYPZ-5 /Z TOP CHORD DEAD LOAD = 10 PSF `~ x 2X8 BOTTOM CHORD COLLAR TIE DEAD LOAD = 5 PSF 5-10d NAILS 5-10d NAILS---' BOTTOM CHORD LIVE LOAD = 30 PSF EA. SIDE EA. SIDE BOTTOM CHORD DEAD LOAD = 5 PSF 10'-4• 8'-4" NOTES 6'-2" co 4'-45 a 16 1'-91 YI6w N V-6316" 12 Q 5 j 29 4'•81 yl 6- _� `w 3X6 20 GA PLATES 2X4 TOP .-2X4 TOP io TYP BOTH SIDES CHORDS CHORDS 12'-4" V-2" c� 4'-4/16- 1'-91 w "-63/16" �' N 12 16 Q 5 12 �29 2X4 TOP ;�Z 2X4 TOP CHORDS � (D 3X6 20 GA PLATES CHORDS TYP BOTH SIDES v 2X10 BOTTOM CHORD 5-10d NAILS EA. SIDE 12'-4" UA'FORD FBC, 5th EDITION (2014) ANSI/TPI 1-2007 6' SPAN 8' SPAN TRUSSES TO BE SPACED 24" OC REACTIONS: 10' SPAN 12' SPAN @ REACTIONS: 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: -255 LBS. MAX. UPLIFT: -300 LBS. WOOD PER TPI. # � 6 NOTE: NOTE: NOTE: NOTE: 1 5 6 6 REP MEMBER INCREASE: YES TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BU/LDINGEN(THS TRUSS MAY BE USED ON BUILDING LENGTHS LUMBER D.O.L.: 1.25 UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER UP TO 20FT UNLESS CEILINGTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. WINO: TENSION TIE IS PROVI 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 00 SO IN \ VERT TL: 0.08 in. PRODUCTS,ICC-ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. Order #. P.O. # THESE DRAWINGS AND THE FLORIDA LICENSE PF'l F �:S TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED, INC. TUFF SHED Customer: Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT _ No. 76835 FL -PR -SR -TR -01 DRAWINGS ARE FOR A SEALER'S PRINTE" �� �, = TRUSS DETAILS Storage Buildings & Garages Date: 6/3/15 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. Site Address: AND BUILT BY TUFF SHED. RICHARD WILLS REV. LEVEL 01 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS1777 S. HARRISON STREET TATE OF :�tC FBC, 5th EDITION (2014) SHEET .1 TAMPA. FL Date: FORBIDDEN BY BOTH TUFF � •� .. 0;31 R P •• ;�;, �� 4 Building Size:wmrH-LENGTH -HEIGHT-so.m SHED AND THE ENGINEER OF DENVER, COLORADO 80210 ��i , •., ` RECORD (303) 753-8833 EXT. 5618 �' S/ A� 155C Scale: N.T.S. 1495tr;N#kXVW / DATE PAGE 4 OF 4 RECORD COPY NOTES: 1. BUILDING CODE: FLORIDA BUILDING CODE, 5th EDITION (2014) BUILDINGS ARE NOT FOR HIGH -VELOCITY HURRICANE ZONES (HVHZ) 2. DESIGN LOADING: WIND SPEED (T1609.3.1): V„It = 155 VOW = 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: (Iw): 1_0 RISK CATEGORY: I COMPONENT AND CLADDING: ROOF: 31 PSF (ZONE 1) WIND PRESSURE (psQ (ASD VALUES) 67 PSF (ZONE 2,3) (BASED ON 10 SQ FT) WALL: 34 PSF (ZONE 4) 42 PSF (ZONE 5) INTERNAL WIND PRESSURE COEFFICIENT: +0.18 (ENCLOSED BUILDING) -0.18 FLORIDA BUILDING APPROVAL NUMBERS - 1. WINDOWS BY CROFT LLC - FLORIDA BUILDING APPROVAL #FL15585-R2. 2. LP SMARTSIDE SIDING - FLORIDA BUILDING APPROVAL #FL9190.6. 3. SHINGLES BY OWENS CORNING - FLORIDA BUILDING APPROVAL #FL10674-R10. 4. ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC. - FLORIDA BUILDING APPROVAL #FL17206.2. 5. THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FLORIDA BUILDING APPROVAL #FL5218-R2. 6. INNOVATIONS MANUFACTURING, INC. TRANSOM WINDOWS - FLORIDA BUILDING APPROVAL #FL17667. UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG SR600, TR700, PR OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR LUMBER SIZE, TRUSS SPACING AND PLATE SIZE COLLAR TIE REQUIRED ONLY AT 12' WIDE SHEDS, SEE TRUSS CALCULATIONS 12 FLORIDA APPROVED OWENS CORNING OAKRIDGE 30 YEAR 4 SHINGLES - FL10674-R10 -OR- FLORIDA APPROVED THOMPSON ARCHITECTURAL METALS CO. METAL ROOFING - FL5218-R2 SEE SHEET 3 FOR STEEL FLOOR WITH ANCHOR DETAIL OR FOUNDATION DETAIL c I UP TO 12' WIDE r 7. FLOOD SOLUTIONS, LLC FLOOD VENTS (IF REQ D} REVIEWED POR �E COMPLIANCE FLORIDA BUILDING APPROVAL #FL17588.1. HEADER NAILING: PLANS EXAMINER G -2 -IG - HEADER TO STUD - 4-16d END NAIL DOUBLED HEADER DATE -16d @ 16" STAGGERED FACE NAIL NAILING: REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. MAX WALL HEIGHT FOR EACH SHED: SR600 - 5'-81 /4" (68 1 /4") TR700 - 6'-81/4" (801/4") PR - 6'-4 1/2" (76 1/2") INC SaNFO? a OFPAR�'�� OBUILDING SECTION SCAM N.TS. SANFORD BUILDING DIVISION A PERMIT 196UED 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 RS IN PLANS. CONSTRUCTIONIOR VIOLATIONS OFRING A CORRECTION OF RTHIS DE DOUBLE TOP PLATE CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO T-0" USE (2) 2x4 SPF #2 2x4 WINDOW SILL - FLOOR DECKING BASE PLATE 1 FOR WINDOW OPENINGS UP TO Y-0" 3 WINDOW HEADER DETAIL FOR SIDE WALLS SCALE: N.TS. SEE THE TRUSS CONNECTION DETAIL - DETAIL 2 WALL FRAMING TO BE 2x4 SPF #2 OR BETTER @ 16" O.C. IF BUILDING IS LOCATED IN A FLOOD ZONE THEN FLOOD VENTS AND PRESSURE TREATED STUDS ARE REQUIRED - ONE SQ INCH VENT FOR EVERY ONE SQ FT OF BUILDING RAFTER JUN 0 2 2016 SIMPSON H2.5A PLATE ON INSIDE AT EACH RAFTER WALL TOP PLATES DOUBLE TOP PLATE SIDING STUDS OTRUSS TO WALL CONNECTION DETAIL SCALE: ICL& `CRIPPLES (IF REQ.) HEADERS FOR OPENINGS UP TO 4'-0" USE (2) 2x4 SPF #2 OPENINGS 4'-1" TO 6'-( USE 2) 2x6 SPF #2 OPE INGS 6'-1" TO 8'-( USE (2) 2x8 SPF #2 ING STUD TRIMMER BASE PLAT FLOOR OE ING FOR OPENINGS UP TO 8'-0 O36 DOOR HEADER D AI FOR SIDE WALLS I.r SCALE: N.TS. KING STUD ;JOE NAIL WITH (3) 160 NAILS, (2) ONE SIDE, (1) OTHER SIDE ,-- CRIPPLE STUD HEADERS FOR: J OPENINGS UP TO 6'-0" USE 2 2x4 SPF #2 OPENINGS V-1" TO 8'-0" USE 2) 2X6 SPF #2 REFER TO THE DOOR DETAIL (SHEET 2) FOR THE DOOR DESIGN OHEADER DETAIL FOR 4 END WALLS S w•\,� � SCAM N.TS. Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. FLORIDA LICENSE PE #2$y- DRAWING NO. TUFF SHED Drawn By: PK DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT TITLE 0.6635 z `: •� FL -PR -SR -TR -01 Customer: BUILDING SECTIONS DRAWINGS ARE FOR A SEALERS PRINTED NAVE: ; Storage Buildings & Garages Site Address: Date: 12/3/14 BUILDING TO BE SUPPLIED RICHARD J. WILLS, P.E. :• RICHARD WILLS HEADER FRAMING DETAILS REV. LEVEL 01 TUFF SHED, MFG. FACILITIES Checked By: AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN 8Y BOTH TUFF 1777 S. HARRISON STREET .o ; ,- S ATE of �� p ., F P : � �Q ` .. O R I'D . \ �.` .� �i/ FBC 5th EDITION (2014) SHEET rAnnPa FL Date: DENVER, COLORADO 80210 • 3/ i • ENC'���� � Building Size:woTH.LE em.HEWAff-50.FF.AREA SHED AND THE ENGINEER OF ///, \� 155C Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 SEALf �((� , Nt!) E /jQ) E PAGE 1 0F 4 DOOR HANDLE AND STRIKE OkUHMENI SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER TOP VIEW MANUFACTURER'S SCALE N.TS, INSTRUCTIONS. USE #8 x 2-1/4" SQUARE DRIVE WOOD SCREWS. BOLT LATCH ON FIXED DOOR FOR ATTACH STRIKE PLATE WITH (3) ATTACH (� #8 x 2' SQUARE DRIVE WOOD (1 BOLT LATCH AT THE BOTTOM OFT ED SCREWS. FIXED DOOR. ATTACH EACH BOLT LATCH DASSEMBLY WITHRIVE WOOD SCR)EW#SS x 2-1/4' SQUARE DOUBLE DOOR ASSEMBLY 16 TOP VIEW SCALE N.TS. 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 ODOUBLE DOOR ASSEMBLY SIDE VIEW SCALE: N.TS, 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600, TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK IT I 8'-24' 18d NAILS 0 6" O.C. MAX. 4' MARK 1 10'-24' 8d NAILS 4" O.C. UP TO 12' 4' 12' WALLS END SIDE 4' COMB. MIN TOTAL WALLS END SIDE 8' MAX. MIN TOTAL BEING WALL WALL 8'-10' OPENING COMBINED BEING WALL WALL 8d NAILS @ 4" O.C. COMB. COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- a MIN 2'-0" WALL SEGMENT 8' 1 6'-18' 18d NAILS 0 6" O.C. UP TO 12' 1 4' IT I 8'-24' 18d NAILS 0 6" O.C. UP TO 12' 1 4' 10' 1 10'-24' 8d NAILS 4" O.C. UP TO 12' 4' 12' 12'-24' 8d NAILS @ 4'0 r- UP TO 12' 1 4' EXTERIOR DOOR SHEATHING 3/8" SMARTSIDE OR 3/8" SMARTSIDE WITH FOIL BACKER --- -- - - -R SHEATHING '16" OSB WITH HINGE ATTACHMENT RPP TUFF SHED HINGES R DOOR/DOOR PANEL, FILL EVERY HOLE IN HINGE WITH A #8 x 2-1/4' SQUARE DRIVE WOOD SCREW. HINGE ASSEMBLY FRONT VIEW SCALE: H.T.S. DOORS: STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS UP TO 47" x 801/4" ON SINGLE HUNG DOORS AND 96"x 801/4" ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR THE LOAD CRITERIA ON SHEET 1. TUFF SHED Storage Buildings & Garages TUFF SHED, MFG. FACILITIES TAMPA, FL Order #. P.O. # Drawn By: PK D Site Address: ate: 12/3/14 Checked By: Building Size:WIDTH-tENCTN-HEIGHT.smmANEADate: Scale: N.T.S. ROOF SHEATHING (7/16" OSB) WIDTH LENGTH FIELD NAILING EDGE NAILING 6' 6'-18' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. 8' 8'-24' 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. 10' 10'-24' 8d NAILS @ 4' O.C. 8d NAILS @ 12" O.C. 12' 12'-24' I 8d NAILS @ 4" O.C. 8d NAILS @ 12" O.C. NOTES: 1. USE 8d RING SHANK NAILS W/ A MIN SHANK DIAMETER OF 0.131" AND A LENGTH OF 21/2". �v\IDU�G` SALFORD' R����' # 1566 THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FOR A BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD. TUFF SHED, INC. ENGINEERING DEPARTMENT RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 5618 TABLE NOTES - ■ MIN 2'-0" RTN WALLS ON EACH END OF WALL- •MIN 2'-0" WALL SEGMENT 6' 6-.9, 8d NAILS @ 6" O.C. T SEE NOTE 3 6 10--12- 8d NAILS @ 6" O.C. BS 3' 2' RE: NOTE 6 6' 14'-18' 8d NAILS @ 4" O.C. (BS) 3' 2' RE: NOTE 6 8' 8'-14' 8d NAILS 6" O.C. 3' 6 8' 16-22' 8d NAILS 0 4" O.C. 3' S' 8' 24' 8d NAILS 3" O.C. 3' S' 8' 8'-10' 8d NAILS @ 6" O.C. 4' 4' 8' 12'-16' 8d NAILS @ 4" O.C. 4' 4- 8' 18'-24' 8d NAILS @ 3" O.C. 4' 4' 10' 10'-22' 8d NAILS 6" O.C. 3' 7- 10, 24' 8d NAILS @ 4" O.C. T 7' IV 10'-18' 8d NAILS @ 6" O.C. 6' 10' 20'-24' 8d NAILS 0 4" O.C. 4' 6' 10' 10' 8d NAILS V O.C. 6' 4@ 10' 12'-18' 8d NAILS @ 4" O.C. 6' 4- 10- 20'-24' 8d NAILS 2 3" O.C. 6' 4' 12' 12724' -8-d NAILS@ 6 O.C. 4' 8- '---r 12'-18' 6 6' 12' 20'-24' 6 6' 12' 12'-18' 8d NAILS4 8' 1 4' 12' I 20'-24' 8' 1 4' 1. NAILING IS FOR 3/8" SMARTSIDE PANEL OR 3/8" SMARTSIDE WITH FOIL BACKER. 2. NO SINGLE OPENING GREATERTH 8'-% 3. " 6' WIDE X 6'-9' LENGTH BUILDINGS E BASED ON 3 -SIDED DIAPHRAGM. THE END WALL OPPOSITE OF THE PENING MUST BE FULLY SHEATHED, IN THE 3 -SIDED DIAPHRAGM CASES. THE ND WALL WITH THE OPENING DOES NOT HAVE A MIN. RETURN WALL ON EACH SI OF THE OPENING. 4. USE RING SHANK NAILS WITH A SH NK DIAMETER OF 0.113" AND A LENGTH OF 21/2". 5. FIELD NAILING FOR 3/8" SMARTSID 8d @ 12" O.C. 6. ON THESE BUILIDNGS ' X 18' T T DOOR IN THE END WALL WILL NEED TO BE OFF SET. THERE AIL E'PAN L ON ONE SIDE AND A V PANEL ON THE OTHER SIDE OF THE DOOR. 7. (BS) - DESIGNATES �LSIIATN ED TO BE SHEATHED ON BOTH SIDES. FLORIDA LICENSE PE #768 SEALER'S PRINTED NAMi� RICHARD WILLS — i G s F o. 7G 5 S ATE OF RIP: r DOOR DETAILS :3VAILING REQUIREMENTS FBC, 5th EDITION (2014) DRAWING NO. FL -PR -SR -TR -01 IREV. LEVEL 01 1 I SHEET 2 155C PAGE 2 OF 4 #12-14 X 3" HEX HEAD SELF -DRILLING SCREWS 3/4" APA OR TECO RATED TBG FLOOR DECKING. 2X6 STEEL JOISTS @ 24" OC #10 X 3/4" PAN HEAD SELF -DRILLING SCREWS (2 PER TAB) VENT HOLES @ 24" OC. OPTIONAL LEVELING BLOCKS 2X6 STEEL TRACK EACH END BASE PLATE SCREW SPACING WIDTH SPACING 6'-12' 8" O.C. OSTEEL SHED BASE DETAIL SCAM: H.T.S. SIDING 111:4Lfil 3/8" CARRIAGE BOLT (GRADE 2) OT17SWB -OR- OT24SWB 1/2" HILTI KWIK BOLT TZ STAINLESS STEEL 304 EMBEDMENT DEPTH = 2 1/4" MIN. EDGE DISTANCE = 6" ANCHOR SPACING: RE: KWIK BOLT ANCHORS TABLE, SHEET 3 A 1. STEEL SHED FOUNDATION: 600T125-054 -16 GAUGE STEEL TRACKS G140 ZINC COATED 600S137-054 -16 GAUGE STEEL JOISTS G140 ZINC COATED @ 24" O.C. (SUPPLIER: ALLIED STUDCO (JOIST: 600S137-054 /TRACK: 600T125-054) 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 @ 12" 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. REFERENCE SPACING CHART. 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 @ 8'-0" O.C. MAXIMUM. BLOCKS UNDER TRACK SPACED @ 4'-W O.C. MAXIMUM. STUD 3/8" NYLON LOCK NUT Z BASEPLATE FLOOR PLY ,, r 0 STEEL SI BASE 4" CONCRETE PAD (MIN) OSIDEWALL BRACKET DETAIL SCALE: N.T.S. KWIK BOLT ANCHORS (INTO CONCRETE) RE: DETAIL 3 SHEET 3 WIDTH LENGTH QTY 6' 6'-10' 6 6' 12'-18' 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 0 co 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 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS SIDING ffz If AUGER ANCHORS co TRIM LENGTH # OF ANCHORS SIDING 2X4X2' 4 ANCHORS 8' BLOCK 4 ANCHORS 10' 10'-24' 4 ANCHORS ATTACH BRACKET TO 12'-24' 4 ANCHORS STUD THRU HOLE IN 3" CLR. ANCHOR PLATE WITH Z ANCHORS EQUALLY SPACED ALONG THE 3/8"0 x 4" CARRIAGE M BOLT AND LOCKNUT LENGTH OF THE BUILDING. (1/2 THE CORNER STUD 0 co 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 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS SIDING ffz If AUGER ANCHORS co WIDTH LENGTH # OF ANCHORS 6' 6'-18' 4 ANCHORS 8' 8'-24' 4 ANCHORS 10' 10'-24' 4 ANCHORS 12' 12'-24' 4 ANCHORS 4 -ANCHORS PROVIDE (1) AT EA. CORNER OF THE BUILDING. ANCHOR BRACKET # 16 - 1 5.6 6 TO BE FLUSH WITH 2 EDGE OF TRIM AUGER ANCHOR DETAIL SCALE: N.TS. UNHEATED SPACE ANCHOR BOLT SI P.T. SILL PLATE PER NOTES BELOW #4 CONTINUOUS d o_ 1314' TOP 8L BOTTOM U >_ FINISH CONCRETE FLOOR co GRADE �SANFORD CONTINUOUS FOOTING NOTES OFpARTNI 1. TOP OF SLAB TO BE 6' MIN. ABOVE G REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN.1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL. OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12- BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, rc = 2500 PSI. 5. REINFORCING STEEL: A615. GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24' MINIMUM. WHICHEVER IS LARGER. 6. pEISMIC DESIGN CATEGORY: B JPL ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 12• DIA X 7• LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12' NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. TUFF S}{ED Storage Buildings & Garages TUFF SHED. MFG. FACILITIES TAMPA FL co P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FORA BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD IN FLORIDA LICENSE PE #7683 S R '• ;S o. 76335 SEALER'S PRINTED NAMEL a RICHARD WILLS = 9 . TATE OF iii �ie• ,.� O R I O P •. �� ���i • " ��'� ` SEAL / ........ •• E �{ LE =� = DETAILS =� ;�F `�BC, 5th EDITION (2014) ~ 155C NOTES: 1. ANCHORS TO BE KWIK BOLT TZ, 304 SS Drawn By: PK RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 5618 Date: 12/3/14 REV. LEVEL 01 Checked By: SHEET SLAB 2. PROVIDE (1) ANCHOR AT EA. CORNER OF THE BUILDING. THE REMAINING Scale: N.T.S. PAGE 3 OF 4 3" CLR. REINFORCEMENT PER NOTES BE LO ANCHORS EQUALLY SPACED ALONG THE U � TMP LENGTH OF THE BUILDING. (1/2 THE co 8" ALA REMAINING ANCHORS ON EA- LENGTH THICKENED SIDE EQUALLY SPACED). MIN. ® CONCRETE FOUNDATION DETAIL SCALE, NTA \1 t p �SANFORD CONTINUOUS FOOTING NOTES OFpARTNI 1. TOP OF SLAB TO BE 6' MIN. ABOVE G REINFORCEMENT SHALL BE WWF 6X6 W1.4xW1.4 . LOCATE AT MID -DEPTH OF SLAB. -OR- SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED FIBERMESH150. FIBERMESH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE W/ MIN.1 POUND PER CUBIC YARD OF CONCRETE. 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING BEFORE POURING CONCRETE. 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL, COMPETENT SOIL. OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 12- BELOW GRADE. 4. CONCRETE: MINIMUM 28 DAY COMPRESSIVE STRENGTH, rc = 2500 PSI. 5. REINFORCING STEEL: A615. GRADE 40 OR GRADE 60. ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR DIAMETERS OR 24' MINIMUM. WHICHEVER IS LARGER. 6. pEISMIC DESIGN CATEGORY: B JPL ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING 12• DIA X 7• LONG SIMPSON TITEN ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5' INTO THE CONCRETE AND SHALL BE SPACED NOT MORE THAN 6' OC. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE WITH 1 BOLT LOCATED NOT MORE THAN 12' NOR LESS THAN 7 BOLT DIAMETERS FROM EACH END OF EACH PIECE. TUFF S}{ED Storage Buildings & Garages TUFF SHED. MFG. FACILITIES TAMPA FL Order #. Customer: Site Address: P.O. # THESE DRAWINGS AND THE DESIGN ARE THE PROPERTY OF TUFF SHED, INC. THESE DRAWINGS ARE FORA BUILDING TO BE SUPPLIED AND BUILT BY TUFF SHED. ANY OTHER USE IS FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF RECORD TUFF SHED INC. ENGINEERING DEPARTMENT FLORIDA LICENSE PE #7683 S R '• ;S o. 76335 SEALER'S PRINTED NAMEL a RICHARD WILLS = 9 . TATE OF iii �ie• ,.� O R I O P •. �� ���i • " ��'� ` SEAL / ........ •• E �{ LE =� = DETAILS =� ;�F `�BC, 5th EDITION (2014) ~ 155C DRAWING NO. FL -PR -SR -TR -01 Drawn By: PK RICHARD J. WILLS, P.E. 1777 S. HARRISON STREET DENVER, COLORADO 80210 (303) 753-8833 EXT. 5618 Date: 12/3/14 REV. LEVEL 01 Checked By: SHEET Building Size:WloTH-mGTI-HEIGHT-So.Fr.AnA Date: Scale: N.T.S. PAGE 3 OF 4 "AM", 3X4 20 PLATES T-0" 1 EACH SIDE 12 Qa fa iR6'-0" U-) N 3X4 20 PLATES w 1 EACH SIDE C? 4'-0" 4; 12 21/2« Qa 1 r co 8'-0" DESIGN LOADS: TOP CHORD LIVE LOAD = 20 PSF TOP CHORD DEAD LOAD =10 PSF COLLAR TIE DEAD LOAD = 5 PSF 22 LO N 18.0° 10'-0" 3X4 20 GA PLATES 1 EACH SIDE 12 Qa 3X4 20 GA PLATES 1 EACH SIDE 6'-0" 6:3))/)6" 12 Qa 3X6 20 GA — PLATES 1 EACH SIDE 6'-0" 12'-0" 6' SPAN REACTIONS: MAX. VERTICAL: 205 LBS. MAX. UPLIFT: -160 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 12FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 10' SPAN REACTIONS: MAX. VERTICAL: 510 LBS. MAX. UPLIFT: -250 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 20FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. MAXIMUM DEFLECTION (12 FT. SPAN) VERT LL: 0.06 in. VERT TL: 0.08 in. 8' SPAN REACTIONS: MAX. VERTICAL: 255 LBS. MAX. UPLIFT: -195 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 14FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. 12' SPAN REACTIONS: MAX. VERTICAL: 630 LBS. MAX. UPLIFT: -285 LBS. NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS UP TO 24FT UNLESS CEILING JOIST OR OTHER TENSION TIE IS PROVIDED. NOTES: FBC, 5th EDITION (2014) ANSI/ TPI 1-2007 TRUSSES TO BE SPACED @ 24" OC �vILo�Nc MATERIAL TO BE 2X4 SOUTHERN PINE GRADE #2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI SAN�FORD REP MEMBER INCREASE: YES LUMBER D.O.L.: 1.25 IRT t;. # 6 - 1 6 6 ASCE 7-10,155 mph, Exposure C, D.O.L.=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ,� • • i��/;///i,�, ICC -ES #ESR -1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. �� • '•�� N Order #. P.O. # THESE DRAWINGS AND THE TUFF SHED, INC. FLORIDA LICENSE PE No. 76335 TITLE DRAWING NO. TUFF SHED DESIGN TUU ARE THE PROPERTY • - Customer. Drawn By: PK OF TUFF SHED, INC. THESE ENGINEERING DEPARTMENT - * •� TRUSS DETAILS FL -PR -SR -TR -01 DRAWINGS ARE FOR A SEALER'S PRINTED Npi 1A Storage Buildings & Garages Date: 1213/14 BUILDING TO BE SUPPLIED RICHARD J. WILLS P.E. a Site Address: ANO BUILT BY TUFF SHED. RICHARD WILLS STATE of : 'Q, REV. LEVEL 01 TUFF SHED, MFG. FACILITIES Checked By: ANY OTHER USE IS �� O� '• F4 o R o .~`� 1777 S. HARRISON STREET s'': •....•• ;':�;• ; FBC 5th EDITION 2014 SHEET rnnna_aFL Date:—-SHED-AND-THE-ENGINEER-OF-1—DENVER,-COLORADO-80210 FORBIDDEN BY BOTH TUFF /. ( _) BUi ing Slze:wwni.LEr•rc�+r-so FT.Art� -SHED- -Attie THE-ENGINEER•OF- —DENVER, -COLORADO -80210 Scale: N.T.S. RECORD (303) 753-8833 EXT. 5618 SEA / SIGNURF /DATE 155C PAGE 4 OF 4 3