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HomeMy WebLinkAbout344 Goff Cove CtCITY OF SANFORD AUG 13 2015 BUILDING & FIRE PREVENTION F D PERMIT APPLICATION B Application No: L Documented Construction Value: $ 1,200 Job res: --- J1_ Historic District: Yes No L Parcel ID: Residential Commercial Type of Work: New Addition ) Alteration Repair Demo Change of Use Move Description of Work: - I U'— C), gy-Q6 Plan Review Contact Person: a 1 „` Title: Phone: A-1 0-a,3 pax• 00 Email: N0 1 / Property Owner Information Name 1- .S / e-2-- Phone (4Ug)257 --q 7 0 Street: 2)4y C) () F Q- Resident of property? City, State Zip: :R a3p 1) Contractor Information Name Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: Arch itect/Eng1neer 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. O FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code 07 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. Signatu ,State of RMIE BLANTON ate i+= MY COMMISSION # FF 178648 a EXPIRES: February 25, 2019 DRi 14`x' Bonded ThruWary PubkUnderwriters Owner/Agent is Personally Known to Me or Produced ID Type of IDLea • 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 0 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures, Fire Alarm Permit: Yes No WASTE WATER: BUILDING: • S, 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) 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 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 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 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 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 I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by alt 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 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 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 listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Address? 3(4 CSO 1'400 e-- l S V Q- l tZ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. i S 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 Fm:Carriage Cove Fax (14076885152) EXTERIOR IMPROVEMENT REOUEST 14:09 08/13/15 ET Pg 2-2 The above named Resident requests approval to build, add-on, or otherwise atter his/her manufactured home, its associated structures, or site. Approval by the Community Management does not waive Resident's responsibility to secure any andAl permits required by the governing„tnunicipality whose name and telephone number is: Description of Alteration: Resident will obtain any and all permits necessary to construct improvement If Resident hires an Independent contractor, It Is recommended that they be licensed and Insured. Upon review of the above request, we find it is not within our guidelines. w C rrY MANAGER DATE U ACE BELOW TO SKETCH THE ALTERATIONS AND LOCATION ON YOUR HOME SITE. ATTACH SEPARATE SHEET IF NECESSARY) FOLLOW-UP INSPECTION Management reserves the right to inspect the alterations described above upon completion. COMMUNITY MANAGER WHITE - Community Files YELLOW -Resident SUN 045 EIR 7/08 rtlmi i#" LWbJ i'iggr ,n 3ushesProfessi& l 9DA T f'i?n]`.t(? :'!`•Clic i3$11..r'u7. f c i• Fax: Ji5.3'I33 Kelp Lawson,Seoretwy Rkk Scott, Govemor October 14, 2013 Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification, ID MFT -113; Expiration Date: October 14, 2016 Dear Alex Martens It is my pleasure to Inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency Is a contractor For the Department and has statutory authority and responsibilities'that must be met to maintain approved status. -You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and indicated [on the cover page of the plans] for compliance with the Cod0-by your Third Party Agency For plans review. Please ensure that your plans are in compliance and are properly posted on our website. All site -related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification is approved for three years from this date. You will receive a renewal notice by Email generated by the SCIS (www.Floridabuildina oro) for online renewal. If you have questions You may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www Floridabuildino ora to see valuable Information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. , Sincerely, Robert Lorenzo Manufactured Buildings Program cc: National Design and Inspection, Inc. 15-2'81 Ra t SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(See table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2" X 4" BOTTOM PLATE WITH AN 2" AUGER BIT AND THE EYEBOLT(or threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A 1"X2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5. 1F UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A -I' HOLE IS DRILL INTO CONCRETE 1 k OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE ' 2" WEDGE ANCHOR. A '-2" X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHE 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH i)X 4 Z' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP -1 single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then -4,900#- 2. Anchoring system to ground per local building code(by. dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed Width -.Uplift I Side of Shed max.anchorspadng Maximum Load &Pad Type ShedWidth X1 X2 X3 13•41' 280m 1 LF X - 6" Side Runne Interior Side Runner 13'-a- 1-10 • 9'-11- 6'-11' Type LW •PLF 11'-8' 240 / 3'- 6' 87 W-41 13,W 10' 200#1177-31- 4T 10 v -T 6•-10" I, 11, III or IV 18799 I, It. III or1v T 16041LF T - E 3' 9' 6-6" 2558# I, II; III or N 2558# I II, III or N 10' SW/OW 5.00.1400 0 ' - 6 Values from end of)oist to centers of (2) 4'x4" skids only. 13-8' wide sheds have (4) set of sldds TABLE3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SM or Double Wide Sheds(DW) 1. Pad spacing Is end to centerorpad 2. Pads other than end pads spacing is centerto center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load- Material 1 2"x 8" x 16' 1.778m tbrtuete block qualitycement & sand mix a 4" x 8" x 16' 3 50D# concrete block alit cement & sand mix - til 16' x 16" 3.95W ABS Pads IV 81 x a- x 16' 1.900m concrete block quality cement &sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. vAthout reinforcing. 2. Pads required on 11'-8• & 13'-8"vnde sheds only. r X r FLAT WASHER WI} NUT SIMPSON HS -24 CUP O 2" X 4" BOTTOM PLATE or equivalent ir 1"X it FORGED EYEBOLT r X S. P.T. FLOOR FRAMING TYPE I, It, III or.N PAD WISLOCKINGO Mln_ O O 0 SIMPSON HS 24 CLIP(870# UPLIFT) _ orequlval,-nl X r BOLT WI(2) r WASHERS SiMPSON A-24 CUP or equivalent T - EXPANSIOrBOLTdRW DGE SHED WITH SKID ATTACHED 4" min. ANCHOR INTO SLAB @(spacing per SCALE N.T.S. table 1) CONCRETE SLAB BY OTHERS THROUGH LOCALCODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE N.T.S. STRAP DETAIL scale: ntis. x r galvanized vrssher ith 112' nut threaded rod coupler 2"bolt&nutwl(2)2'xr - anized washers(2,000#+ r capacity) r forged eyebolt unicane auger anchor x 2' FLAT WASHER W1 z" NUT t" X 4" BOTTOM PLATE Table 4a - Anchor Spacing of Auger Type Anchors for Single Wide Sheds 30- yeager or ShedWtdth LW U ill End Anktor• ax. .p.ing 1 - 43 i to 10'-0" 111- 1' 0- to 3'- 10'-0' 1 •-0• 5.00• 1 4 1 to T 1'-0' 8'-01 1 9 1'-0• to 3'-0• 'f0-0' 650' 104 1'-01 to 3'-01 1V_V` Table 4b Anchor Spacingo f Auger Type Anchors for double Wide Sheds 30" E e Au Anchor Shed Size LW U lift EndAndwn" Max Spacing - I 1 A 1'-0- to 3'-0' N -W Load width of uplift on mmner Location of end auger anchor or slab anchor Anchor spacing example: 30' augeranchor or x 3" expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gustat 180 M.P.H. fora Exposure'C" Endosed Building per ASCE 7-10. 2. All measurements listed above are center to centerofanchors. 3. The minimum number of auger anchors is (4). (1) @ each comerof shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters ors" for expansion bolts. 5. Anchors shall be on side walls excepttvhen shed is placed next to existing building, in which anchors can be placed on end walls as dose to sides as possible. 1) }• x 5- (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2' X 4" BOTTOM 2' X 4' BOTTOM PLATE NAILED TO 2' X 6' PT BASE NOTCH OR COUNTERSINK BOLTTHRU 2" X4' PLATE CONCRETE SLAB BY OTHERS THROUGH J 4" min. LOCAL CODES AND JURISDICTION J' X 12"EYEBOLT OR 2 THREADED ROD OF NECESSARY) WITH r X2' WASHER AND NUT (2,000mCAPACI Y)#UPLIFT r- COUPLER IF NECESSARY EYEBOLT AND 30' AUGER ANCHOR'FASTENEO Wl1' X 2" BOLT AND NUT WI (2) 2" X 2' FALT WA GRAD)` SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE N.T.S. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure 'C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE WINDVE RE SWIBOM.P.H.(DW190M.P.H.) MEAN HEIGHT 9.85 tt ALLOWABLE#OF FLOORS i ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS Roof Wall S'W') I A.3 56.45 41.95 34.08 WINO LOADS D. WRoof WaII 1 - F9.9-448.94 41. 48.3E DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT=+F 0.18 15-2587 o1101r2012 02-23-2012 02-29-2012 04-02-2012 05.02-2012 06-18-2015 2 O 5,, U zui = to 0 fqg- W W - 0: rnx-o 0c?0n - of w fa W OILW "' z tl N Q' U)0 i z O 1- 1J r7 C rJ sHEErr1/111 A. Cleabn, Jr P.E. of FL PE X35816 Maximum Load &Pad Type Shed Descrdiption Pad Side Runne Interior Side Runner Shed Width Type LW •PLF End Pad Max. Spacing Pad T Pad Pad Type 13,W SwiDW 4.15'!332 0"-6' 4T 19364 I, 11, III or IV 18799 I, It. III or1v 11•-6' 00' 1480-0• SWIDW 6.00'14801 E 6' 2558# I, II; III or N 2558# I II, III or N 10' SW/OW 5.00.1400 0 ' - 6 24W# 1. IL III or N2400# I. II III or N 8' SW 4.00`1320 0'-6" 6' -0' 202W I, II, IIIorIV I a 3.00' 1240 01-61 6'-0" 1658# 1• II• III or N 18569 I, II. 111 or N fetes - 1. Pad spacing Is end to centerorpad 2. Pads other than end pads spacing is centerto center. 3. Use same max. spacing for interior spacing. Type Pad Dimensions Max. Load- Material 1 2"x 8" x 16' 1.778m tbrtuete block qualitycement & sand mix a 4" x 8" x 16' 3 50D# concrete block alit cement & sand mix - til 16' x 16" 3.95W ABS Pads IV 81 x a- x 16' 1.900m concrete block quality cement &sand mix Load width on runner. Based on 2,000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. vAthout reinforcing. 2. Pads required on 11'-8• & 13'-8"vnde sheds only. r X r FLAT WASHER WI} NUT SIMPSON HS -24 CUP O 2" X 4" BOTTOM PLATE or equivalent ir 1"X it FORGED EYEBOLT r X S. P.T. FLOOR FRAMING TYPE I, It, III or.N PAD WISLOCKINGO Mln_ O O 0 SIMPSON HS 24 CLIP(870# UPLIFT) _ orequlval,-nl X r BOLT WI(2) r WASHERS SiMPSON A-24 CUP or equivalent T - EXPANSIOrBOLTdRW DGE SHED WITH SKID ATTACHED 4" min. ANCHOR INTO SLAB @(spacing per SCALE N.T.S. table 1) CONCRETE SLAB BY OTHERS THROUGH LOCALCODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE SCALE N.T.S. STRAP DETAIL scale: ntis. x r galvanized vrssher ith 112' nut threaded rod coupler 2"bolt&nutwl(2)2'xr - anized washers(2,000#+ r capacity) r forged eyebolt unicane auger anchor x 2' FLAT WASHER W1 z" NUT t" X 4" BOTTOM PLATE Table 4a - Anchor Spacing of Auger Type Anchors for Single Wide Sheds 30- yeager or ShedWtdth LW U ill End Anktor• ax. .p.ing 1 - 43 i to 10'-0" 111- 1' 0- to 3'- 10'-0' 1 •-0• 5.00• 1 4 1 to T 1'-0' 8'-01 1 9 1'-0• to 3'-0• 'f0-0' 650' 104 1'-01 to 3'-01 1V_V` Table 4b Anchor Spacingo f Auger Type Anchors for double Wide Sheds 30" E e Au Anchor Shed Size LW U lift EndAndwn" Max Spacing - I 1 A 1'-0- to 3'-0' N -W Load width of uplift on mmner Location of end auger anchor or slab anchor Anchor spacing example: 30' augeranchor or x 3" expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gustat 180 M.P.H. fora Exposure'C" Endosed Building per ASCE 7-10. 2. All measurements listed above are center to centerofanchors. 3. The minimum number of auger anchors is (4). (1) @ each comerof shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion bolts Is 8 diameters ors" for expansion bolts. 5. Anchors shall be on side walls excepttvhen shed is placed next to existing building, in which anchors can be placed on end walls as dose to sides as possible. 1) }• x 5- (4004 UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2' X 4" BOTTOM 2' X 4' BOTTOM PLATE NAILED TO 2' X 6' PT BASE NOTCH OR COUNTERSINK BOLTTHRU 2" X4' PLATE CONCRETE SLAB BY OTHERS THROUGH J 4" min. LOCAL CODES AND JURISDICTION J' X 12"EYEBOLT OR 2 THREADED ROD OF NECESSARY) WITH r X2' WASHER AND NUT (2,000mCAPACI Y)#UPLIFT r- COUPLER IF NECESSARY EYEBOLT AND 30' AUGER ANCHOR'FASTENEO Wl1' X 2" BOLT AND NUT WI (2) 2" X 2' FALT WA GRAD)` SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE N.T.S. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE: N.T.S. SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure 'C", with a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE W INDVE RE SWIBOM.P.H.(DW190M.P.H.) MEAN HEIGHT 9.85 tt ALLOWABLE#OF FLOORS i ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS Roof Wall S'W') I A.3 56.45 41.95 34.08 WINO LOADS D. WRoof WaII 1 - F9.9-448.94 41. 48.3E DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD = 8 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT=+F 0.18 15-2587 o1101r2012 02-23-2012 02-29-2012 04-02-2012 05.02-2012 06-18-2015 2 O 5,, U zui = to 0 fqg- W W - 0: rnx-o 0c?0n - of w fa W OILW "' z tl N Q' U)0 i z O 1- 1J r7 C rJ sHEErr1/111 A. Cleabn, Jr P.E. of FL PE X35816 SET UP AND INSTALLATION OF SINGLE WIDE SHED 1.BUILDING 1S PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.(see table 3) 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH THE 2"X 4" BOTTOM PLATE WITH AN 2" AUGER BIT AND THE EYEBOLT(or Z" threaded rod) IS FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per manufacture guideline). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A " X 2" BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL. A I" HOLE IS DRILL INTO CONCRETE 1 J" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE - z" WEDGE ANCHOR. A 2'-" X 2" BOLT AND NUT W/(2) 2' X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT AND A-24 BRACKET TOGETHER. SET UP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3) 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH 1) 2` X 4 Z' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION SHEDS, UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED.(see table 4b) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HPA single helex eye auger anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not less then -4,900# 2. Anchoring system to ground per local building code(by. dealer). Locate anchors per Table 4a or 4b. 3. Eyebolts shall be placed through the bottom plate(iloor system) and attached to anchor. TABLE 1 Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed Width #U liftISideofShed maxanchorspacing Shed Width Xi X2 X3 13'48' 2804 1 LF T - 6' 13•-8- 1=10 ' 9'-11" 6'-11- 11%8" 24091 10' 200#1 - 10'6B• 160#/LF T-6' S' 6' n7- 120#LF •-6' 6' 51" - Values from end of joist to centers of (2) 4" x 4" skids only. 13'•B' w de sheds have (4) set of si6ds TABLES Support Footing Pad Sparing for Runner Blocking rot Single Wide(SW) or Double Wide Sheds(DW) 1. Pad spacing Is end to centerofpad 2. Pads other than end pads sparing is center to center. 3. Use same max. sparing for interiorspacing. T RPad,Dimensions Max. Load" Material 1 1.7769 concrete blodt uali cement& sand mix113SOD# concrete block ualit cement & sand mixul3.950# ABS Pads IV 1,900# concrete block quality cement &sand mix Load width on runner. Based on 2.000 PSF Soil Bearing Capacity (2,000 PSF is typ.) NOTES: 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48" max. vAthout reinforcing. 2 Pads required on 11' 17 & iY-B-widesheds orgy. T X 2" FLAT WASHER W!}' NUT SIMPSON HS -24 CUP v O 2" X 4' BOTTOM PLATE or equivalent it X 12' FORGED EYEBOLT 2"X61PT. FLOOR FRAMING TYPE I, II, III or N PAD WIBLOCKING _ O O AS REQUIRED O SIMPSON HS24CUP(870#UPLIFT) _ or equivalent X 2' BOLT WI(2) 2' WASHERS _ SIMPSON A-24 CUP or equivalent r _ (1)j' x3"(1.200 UPLIFT RATING) EXPANSION BOLT OR WEDGE SHED WITH SKID ATTACHED 4" min. , ANCHOR INTO SLAB @(spacing per tabla 1) SCALE N.T.S. CONCRETE SLAB BY OTHERS THROUGH LOCALCODES AND JURISDICTION SHED WITH SKID ATTACHED ANCHORED TO C NCRETE . STRAP DETAIL scale: nJs. 2' x T galvanized cher with 12' nut threaded rod i } couplet J'X 2' bolt & nut w/ (2) 7 x T galvanized washers(2.000#+ shear capadty) k x 1T forged eyebolt 30' hurricane auger anchor Table 4a - Anchor Spacing of Auger Type Anchors for Single Wide Sheds 301 Fye Auger Anchor Shedrdth LW' ift End max. ntenor 1 - .00' 243 1 to 3 10'-0' 17 - L r-0- to 10'-6' 10' - 5.00' 1 4 v to 3• ' 1 - 5-0' 104 11-W to 3'-0" 10'-0' Table 4b Anchor Spacingof f Auoer Type Anchors for Double Wide Sheds WAu Anchor Shed Size LW' Uplift L EndEndI Mar- InteriorS 1 11-0' to 3'-0' 1 S4' Load width of uplift on runner Location of end auger anchor or slab anchor Anchor spacing example: 30'auger anchor or} x3'expansion bolts. Notes: 1. Anchor spacing is based on a 3 second gust at 180 M.P.H. fora Exposure"C" Enclosed Building per ASCE 7--10. 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) Q each cornerof shedforsheds less in length than the matdmun. 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' for J expansion bolts. 5. Anchors shall be on side walls except when shed is placed next to existing bolding, in which anchors can he placed on end waits as dose to sides as possible. 1)1- x 5" (400., UPLIFT RATING) WEDGE ANCHOR INTO CONCRETE SLAB THROUGH 2" X 4' BOTTOM 2'X 4' BOTTOM PLATE NAILED TO 2' X 6' PT BASE NOTCH OR COUNTERSINK BOLT THRU 2' X4" PLATE CONCRETE SLAB BY OTHERS THROU " ti ` 4" min. LOCAL CODES AND JURISDICTION - I_ SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE 2' x 2' FLAT WASHER W/31" NUT - SCALE: N.T.S. 2' X 4" BOTTOM PLATE I- X 12" EYEBOLT092" THREADED ROD (IF NECESSARY) WITH 2" X 2' WASHER AND NUT (2.000# CAPACITY)# UPLIFT Z' COUPLER IF NECESSARY EYEBOLT AND 30' AUGER ANCHOR'FASTENEO Wl I" X T BOLT AND NUT W1(2) 2- X 2` FALT WP GRAD)` SEE BUILDING ANCHOR DETAILS SHED DESIGN LOAD REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 5th Edition I hereby certify that I have review these plans along with all building materials and components used in the manufacturing of the sheds. The materials and components either have a Florida Product Approval as required by the Florida Building Commission Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida Building Code, the Florida Manufactured Building Acts and Rule for a Category 1: Enclosed Building, Exposure "C", With a wind velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust) z_ N DESIGN CRITERIA BUILDING CATEGORY 1 CONSTRUCTION TYPE VB BUILDINGTYPE ACCESSORY STRUCTURE WINDVE OCITY SWISOM.PJ4.(DW190M.P.H.) MEAN HEIGHT 9.85 iL ALLOWABLE # OF FLOORS i ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. WIND LOADS Roof Wall S.W.) + 4.3 56.45 4195 34.OB WIND LOADS Roof all D.W. - +3 - 9.9 48.94 Al R71JR34 DESIGN PRESSURE FLOOR LIVE LOAD = 75 PSF OPTIONAL FLOOR LOAD =125 PSF FLOOR DEAD LOAD - 8 PSF ROOF LIVE LOAD = 20 PSF ROOF DEAD LOAD = 5 PSF INTERNAL PRESSURE COEFFICIENT =+F 0.18 15-2587 011012012 02-23-012 02-29-2012 04-02-2012 05-02-2012 06.16-2015 O Zuifn n rn ¢ o W O m ac = fn>,tT0 w W Our WN¢ ANO U) L:. Z O Q JJ E- 9 Za LUuj WDA Z1N 9 C9 ZO WCCR e) O N ZOLLm z 2 i oF Q rrr 0 J -O Uwo 0C/3n Q O r1/11SHEETF11,*,* 1 A Cleaton, Jr. P.E. of FL PE #35316 PS 1 P P O'V'AL 2015-06-02 f see d' aluminum zidmg 1'x4 b(id*6 FLOOR FRAMING PLAN around ,-• wind bracing) srxla =1' 121/4-x 12 I rough tAL am comers) 2 i ' I /// ` Ila _ AS 11:Y:a•Qii' V X 4- bentoyp.) TMau=**IS S[PPOIZ M reLeje. BLOO(M"Pomaa. 3.AFfER7HE eU7[D@Xa 15 LEVEL MORE 81DCK8ARE ADO£G 7DAOi3E1/ETF.COriREGTSPACJNG. Optional) 7 x.Vbo ANCHOR PLACEIF7ITLS PS7L.n rercn bY7P wrORi CF7HLEUMM*4WHOLESAF;£ DizA'1..ID'DaioGGtt TF1E2Xr see wall ardor t Play 2 x 6 p,L side nal f see d' aluminum zidmg 1'x4 b(id*6 FLOOR FRAMING PLAN around ,-• wind bracing) srxla =1' 121/4-x 12 I rough tAL am comers) 2 4'x4'dxrheader c EYP- mob8o home door V X 4- bentoyp.) TMau=**IS S[PPOIZ M reLeje. BLOO(M"Pomaa. 3.AFfER7HE eU7[D@Xa 15 LEVEL MORE 81DCK8ARE ADO£G 7DAOi3E1/ETF.COriREGTSPACJNG. Optional) 7 x.Vbo ANCHOR PLACEIF7ITLS PS7L.n rercn bY7P wrORi CF7HLEUMM*4WHOLESAF;£ DizA'1..ID'DaioGGtt TF1E2Xr see wall ardor t Play 2 x 6 p,L side nal 4'x4 -window header hurricanastrap(typ.)use pMxrard ISOMETRIC OFSHED 314' Mgplyboardor Simpson LSTA-18. USP j2"HYOROVENTDETAILS scala: n ts. LSTA-18 or equivalerd r x 8- Skwa0 wn 4-(T" palls fn o r x4' bor m pl.-te VIALLANChOR DETAILS GENERAL NOTES b SPECIFICATIONS FOR AUGER ACHORS 1--(gG plyboardi sc;da: n te. 1.SuLawa ANClfORS SVAUL BE-9031LEHOME-TYPEi HcLDC ANOIORA(W FACTUREDBYHOI PRIOECF BMSTOLVA.•THEAVSZAGEHOLDPIGPOWSh LSNOTLF59TtW4'.G.WC4 t- 4(r-0' nra)L lengtti . 2-AN(7iOMHO SYST04TO GROUND PER LOCAL 13UAD{4G COOE.(BY DEALER) LOCATEAX3IQTSPAQHGFMTAeLE-I jobt affix t; pi. rraming (t)p.) X mall exv6a 4'X4- iti+rrrar requrn rn x4' rtxleeh Table9 _ - "--',^21- -r .i..o Runnar&nadra 3'-'widesheds ELEVATION WITH nnnR R wimnnwq I 6' D/c jolstiwn0.9 longue a LW gnxrva'ply-bpardw/addtioml4x4` u 3 2xZOat centrrrurxrer Simpson HS -24. USP RT -6 O N rg X m COperequivaltnthsiallodat LL verytxnnecdon betty..en g X Acer jdst and 4"X 4'runnor 73C6'p.Lplatesrorsfxd over IV inlength Cor"atoStab byahem LL W:((D ATTACH nTAENCHORFT r' MGfd X r x4' bo=rn Local Codac & aCRE aPPIY Tebla 4b Anchoring spacim o7f'A-0wj(eorT-yOp' aAnch"Forpoible Wda Sheds phae(typ.) all 1' SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION Aar SHOWN 51DE -ENATION scala} -=j'• . Y ul 12 vars- z ' Q 5 single or double wide each 2x4 header . r - 1- x 4• brfdging(Wnd hadng) E 2x4eaxb (typ.) E. Z x4' blocking 2x4 bonom plata 2 x 6 p.L and rat Bags 4 x4 p2stdds END ELEVATION FOUR SKID MODEL anile- j' = I' for informadon not ahvvrtt see and alavatron v h door QuTsADEV OTHS 6•, V. 1V. tPe', or 13t- 12 3'8 al5 see arch densis X 5- Walt) conn tg 10 Legt6red or equtvalard OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE NTS Conned^rplates DoL4side) ms udlon rafdn on C FLOOR FRAMING PLAN around ,-• d spacing Is end as centarapad srxla =1' 121/4-x 12 I rough 4• bddgurg(tvird ^9) 2 4'x4'dxrheader c EYP- 2'x47naideiheadar V X 4- bentoyp.) TMau=**IS S[PPOIZ M reLeje. BLOO(M"Pomaa. 3.AFfER7HE eU7[D@Xa 15 LEVEL MORE 81DCK8ARE ADO£G 7DAOi3E1/ETF.COriREGTSPACJNG. 1' X4- brldg$ng(%-w bracing) ANCHOR PLACEIF7ITLS PS7L.n rercn bY7P wrORi CF7HLEUMM*4WHOLESAF;£ DizA'1..ID'DaioGGtt TF1E2Xr r x 4- bant(typ.) E 2 x 6 p,L side nal 4'x4 -window header I Er i6- to 24- SknpsonFJS-24•USPHS-24CSpor j2"HYOROVENTDETAILS x 4' window -111 scale: I"= V W 5E fn o r x4' bor m pl.-te H-- Strap or equivaient GENERAL NOTES b SPECIFICATIONS FOR AUGER ACHORS 1--(gG plyboardi p.)astuds) Yj 1.SuLawa ANClfORS SVAUL BE-9031LEHOME-TYPEi HcLDC ANOIORA(W FACTUREDBYHOI PRIOECF BMSTOLVA.•THEAVSZAGEHOLDPIGPOWSh LSNOTLF59TtW4'.G.WC4 Impeort HS -24, USP RT -6 CSp X 3- 87W r t rating) anslort bat 2-AN(7iOMHO SYST04TO GROUND PER LOCAL 13UAD{4G COOE.(BY DEALER) LOCATEAX3IQTSPAQHGFMTAeLE-I br equivarerrt (typ) all studs USP RT-6Crpbc 1 EYEdOL7S S4ALLBEPLACEDTFiRCLQpI T HIE BOTrOUPLATE AND FLOORSYSIFAL vatlanchwddraa Table9 _ - "--',^21- -r .i..o Runnar&nadra ror cwwxmsorl SIDE ELEVATION WITH nnnR R wimnnwq 1' SEE SIDE ELEVATION WITH DOORS AND WINDOWS FOR INFORMATION Aar SHOWN 51DE -ENATION scala} -=j'• . Y ul 12 vars- z ' Q 5 single or double wide each 2x4 header . r - 1- x 4• brfdging(Wnd hadng) E 2x4eaxb (typ.) E. Z x4' blocking 2x4 bonom plata 2 x 6 p.L and rat Bags 4 x4 p2stdds END ELEVATION FOUR SKID MODEL anile- j' = I' for informadon not ahvvrtt see and alavatron v h door QuTsADEV OTHS 6•, V. 1V. tPe', or 13t- 12 3'8 al5 see arch densis X 5- Walt) conn tg 10 Legt6red or equtvalard OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCALE NTS Conned^rplates DoL4side) ms udlon rafdn on C WIRING DIAGRAM 42 p.L 2 x 4 frame (typ) d spacing Is end as centarapad optional eYsblc) Scala n Li AN wiling shall be me cabla.14,ga_ 3 vita 121/4-x 12 I rough 4• bddgurg(tvird ^9) encase T aU nietal opening SPOiAHD LEVE+cn THEOrMEZ END C 7HEBi1kX1NGtS8R000tfTUP TOLLNEL AW8LOC1CW.TF,Hi7HE CENTER CP 12114'of pA V X 4- bentoyp.) TMau=**IS S[PPOIZ M reLeje. BLOO(M"Pomaa. 3.AFfER7HE eU7[D@Xa 15 LEVEL MORE 81DCK8ARE ADO£G 7DAOi3E1/ETF.COriREGTSPACJNG. bottom ple-te i"X4' wind brace fg7Q at ANCHOR PLACEIF7ITLS PS7L.n rercn bY7P wrORi CF7HLEUMM*4WHOLESAF;£ DizA'1..ID'DaioGGtt TF1E2Xr 14- ptybcard four carvers 2 x 6 p,L side nal x •4 be fam prat= I Tan plyboatd i6- to 24- SknpsonFJS-24•USPHS-24CSpor j2"HYOROVENTDETAILS egt9ralad (typ) a9 Studs wan ancrnhoorrdeta7s scale: I"= V W WIRING DIAGRAM N O L 1© d spacing Is end as centarapad optional eYsblc) Scala n Li AN wiling shall be me cabla.14,ga_ 3 vita 0213-2012 CODE P,EVI W encase T aU nietal GF.Lout%d Ix7xs lbrconnecdon 3- x S (f4iTek) 1nr10d1Drpra as a agUtlydlgtt Arch OeUil fix presr tatcs T' scale. rtts.- Simpson HS -24. USP RT -b COP or Bgl±ivqlenb-: TYPE 1, Il, or 11I CONCRETE OR AHS PADS WI BLOCIONG AS REQUIRED SHED Wmi SKID ATTACHED rx4'shd 4- x4' harder fifflr omr<vior. 111. w:oa SETUPAl D)NSTALLAT1ONOFSINGLEVAMSHED 01 al tots d spacing Is end as centarapad i.Du6D?tp tSpL CB R[REIgIJFS7ED t9CaTgN CN5C1f®{yCE tO n\,CTO ALLOW Fd,+,t N01!E3.tENfTO PIllPa oFSDUME 0213-2012 CODE P,EVI W UNRTO NOtIS FENtF PROPFIZiYUt7E,fi7G• '• - zommu nr73 SOIWtEJJ1D71iEWQ1 SPOrOE THEGRoum 6ESTA5LWHMT1IEBUaDarG 180LOCKM OH7HEHK;H frt-2T--2012 Frir-f 11Smd-lnd=le- SPOiAHD LEVE+cn THEOrMEZ END C 7HEBi1kX1NGtS8R000tfTUP TOLLNEL AW8LOC1CW.TF,Hi7HE CENTER CP 132012 1 1! t7<E 3$d S(rcai OrhMo, Roads 33333 Pyr, Rerte>rer.{Y Gtan ENnar,•. at TMau=**IS S[PPOIZ M reLeje. BLOO(M"Pomaa. 3.AFfER7HE eU7[D@Xa 15 LEVEL MORE 81DCK8ARE ADO£G 7DAOi3E1/ETF.COriREGTSPACJNG. iA:m adr'tairrlisioenarnefa. nee:stesvev ANCHOR PLACEIF7ITLS PS7L.n rercn bY7P wrORi CF7HLEUMM*4WHOLESAF;£ DizA'1..ID'DaioGGtt TF1E2Xr taeucuc4 BOT70MPLA7EwiD1Af"ALtG62Btl'AND7TlEElEEOL71$FASTENEDtNiOPLtCE7HEHOLEtsDI1GFCRA3G-FJtR1H b7e, FLSdUM ANOIORANOBACO'a'TliE EVEBMTAND ANcHcR ARE XT BOLTAHO HUT. S, IFTHE UWr 18700E ATrICHM' O A COt2CRETESCA87HE BIALDING 13 SEr ON THECONOtETEH1A6 AMD SHwAm UP W - 203 fL I.ETti3,A;-HOCE IS n'mWIT}iAH7.RtAtER DRILL itlrO 7ES(A91 kOFFRifJO=.MjEEYEHOLTISF/S`rFH X.931 hef :K s1arY Jor..I paSon THWXM TFE BO TON AND A(A24 SIUP36H W1) IS PLACED oveRnM i'wEDGEANOl10R.Ai-XTaOLTANo AUTLVM Simpson LSTA-18, USP LSTA-i8 2wk%lERIs I' TO FASTEN TWEYESOI.TATm---ws Ncup TowniEIL x xmulowconcrMOICWa Land wldlh co miner .. H-- Strap or equivaient GENERAL NOTES b SPECIFICATIONS FOR AUGER ACHORS p.)astuds) Yj 1.SuLawa ANClfORS SVAUL BE-9031LEHOME-TYPEi HcLDC ANOIORA(W FACTUREDBYHOI PRIOECF BMSTOLVA.•THEAVSZAGEHOLDPIGPOWSh LSNOTLF59TtW4'.G.WC4 7'>•'. I X 3- 87W r t rating) anslort bat 2-AN(7iOMHO SYST04TO GROUND PER LOCAL 13UAD{4G COOE.(BY DEALER) LOCATEAX3IQTSPAQHGFMTAeLE-I USP RT-6Crpbc 1 EYEdOL7S S4ALLBEPLACEDTFiRCLQpI T HIE BOTrOUPLATE AND FLOORSYSIFAL CODE REl Table9 _ - "--',^21- -r .i..o Runnar&nadra FrPfu 1 21 X it EYEBOLT iW AUGER ANCHOR I -'eyebolt h d anchwbofted z together w/l'x27bolt and 2) r x r gals. wash= 1 ands -nut r IEo3Tilr.41n7 cU:rY e!.47.'(.^_):,.T ra i.4?StSS:57ii=Svasa7 iLTlfi)BSti t tt trEitTalilO t iF:lE3iti tap;ir. BiGilt iTiO Values from and ofjoistto'center d(2) 4x4 skids o* 13'48' ausaideshedst (4) aem cf skids, am Table 3 ort Footing Pad Spacing or5'uigie Wde(SWj or Double V dc(DVI) Sheds,M e., ...e ° c1 ..... -_ End Pad "._i- 1r4537m Sa Cdartda, Ru Tan ftntir+c.r ace E seise IA #M:or< trim: a. _e 3. ALL COMIERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS401 SR'FT.OR GREATER r x r square garventzea NUSTco&iPL.Y WITH THE 5-8' DOOR HEIGHTAND THE MUL AND MAX. WIDTH REQUIROAENTs. ey aboltand ancorbolted together V j -x T and (2) 2- x r gaIv. wesIx4i aril nut. Simpson 7P35, USP NP35P ING&CHEDULES d spacing Is end as centarapad a X_721 tE 4 Nana 1. Nallplats or equivaterrt ad 2 Pads oth-rlbao end pad ssppaaddrntpp is center to canter wr$(I"neDs 4 -rd' headar ' 4*X4• 3.UsesarneAkn iA:m adr'tairrlisioenarnefa. Mord-M. AAWW AAY smlan.Lc. cr=ier 1 is 1•rnetll tut.00d sono' 2 X CO 7 kE,tb,.tHd. W - 203 X.931 hef :K s1arY Jor..I paSon 1 x SHOW Iadwto r X r square gah u brr w/!' nut x xmulowconcrMOICWa Land wldlh co miner .. 9 O2Bledon2,000 PSFSo1T Beating Capst:IVZOOO 0-SFIs typ.) rn X 1r yabot[ aged e Simpson H. or X 3- 87W r t rating) anslort bat Notes: may be stacked on pads for h$ sets nm to 48 widotrt renFort atgI. Hotlow tr solid concrete bloc}8xax1L-13192. ABS USP RT-6Crpbc orwsdgeandlariMnge pad raqulred cn 11-r 813 $ %% bu p9* only equivalent stab (per tab a 1) Table 4a Anchor Spacing of AugurType Anchors ForSTngia Wd. Sheds 8709 Uprdt) X r boltw (2) LW 2xZOat 8 TDW 243- LL 1 c3c-1 Cor"atoStab byahem LL W:((D ATTACH nTAENCHORFT r' rLocalCodac & aCRE aPPIY Tebla 4b Anchoring spacim o7f'A-0wj(eorT-yOp' aAnch"Forpoible Wda Sheds wr$ L V Maxcc A az xO 44 o 1) 'x5 (4lxXlupAt4 wedge Loaon runner Locaffon ofend SUcw or gab anchor og(2`m Ww• . rating) rxichortnte concrete stab atspadng w AnCtlOr 6pBdng LS t]28mpI.gD•'Lilgtr Or %3' ANCFK)RHdTES: n. N IN Oo - Concrete- $lab bfoB))arS 1. portabiel) 1.ANCD.RSHPACWGISSASWONASCET-1DFORACATEOORYIENCLOSWBULOMEP_'C 2ALL MEASUR WENTA80VEAFtecafrmTG c9frERoFkZ6Ut4. Local Codes &jwisdrJiott t1 ran^- notch or counter clnk IWE tAUM MlAt881 OFANCHOR l4(4}ONE @FJ0I GORHEROF StiEOr•CRSti®SLFSSWLENGriT7HI1rTHEzPP!y bolt Iluough rx4- Ma rWNtfiL 4. YHEMJbt.rrn( EDGE DIYTANCEFOR E7PAMM BOLTS ISB DUl.L.TF}25 OR SFo4A -'S(pM WBOLT_ 6.ANXWORSSHALLBER0SIDEWALLSOxEnIVAErTHESHED13 15 4'imI 2-x4-badorn atents3dbottomp PLACE HEXTTOANdOSTIGSUIDwaIra "11iCASE ANCHORS CAN 13E PLACE ON ENO WaL A4 ctD3E As POwfBti='rO sroE WALL& 2' x4" P Shed Vlah Floor Remove Anchored to Contrera GENERAL NOTES: t_ t. ALL BUILDINGS FROM 0 SGL FT TO 720 SO. FT_ ARE EXEMPT FRO34 WBND-BORNE-DEBRIS IMPACT STANDARD PER FLORIOASTATUTE4_ 2. ALL BUILDINGS FROM 0 SQ. FT -TO d00 SCL EF: ARE FOR USE WI TIi ONE AND TWO FAMILY Z x4- bosom plata RESIDENCES ARE EXEMPT FROM DOOR HEIGHTREQUIREt O NTS PERME FaQ 3. ALL COMIERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS401 SR'FT.OR GREATER r x r square garventzea NUSTco&iPL.Y WITH THE 5-8' DOOR HEIGHTAND THE MUL AND MAX. WIDTH REQUIROAENTs. ey aboltand ancorbolted together V j -x T and (2) 2- x r gaIv. wesIx4i aril nut. rnut _ , 4_Alaur wGS400SQ.FT-ORLESSVS7TH72'DOORHEIGHTAREACCESSORIESTo d. T&Gptyboard RESIDENTIALSTRUCTURES. Z S.THIS PLAN WAS DESIGNED PERMIE FBC AND THE FBCR IL FASTENERS FOR ROOF. AND WALLS SHALL BESCOTS@TRUGRIPNETALTOWOOD FASTENERS 0 AND SHALL HE 9-15 X 1', OR EQUAL W/ t'(MIN.)THREAD Pe&-rRAT;oN{TYP.) Z o y 2' x B'stde call T. GUTTERS TO BE NSTALLED ON SITE BYOTHERS THROUGH LOCAL CODES. 0 8 c Forged Eya pottorl'Thr aded Rod WW9. SHED DESIGN LOAD REQUIREMENTS FOR THE: zCP- Coupralg$NecessaryfarLeveH 2014 FBC-Sth Edition, 2011 NEC, 2014 FFPC Z ah' set I hereby certify that 1 have reviewed these•plans ona-i g ufif ani bui)dmg materials and LU r`^0 x it Forged Eywioa Components used in the manufacturing of the sheds thThematedai`arid components cler p F,nhaveaFloridaProductApprovalasrequiredbytheFloridaBtrldirig.COrrmission4R. 'A 9N-3 Q o$ 03o -Hurricane Anchor Or were analyzed using the V6k Stress Design_ All materials and comport. Iv v _ w $ J35 2014 Florida Building Code, the Florida Manufactured BtilldrrTg Arx arralRYls,'tryls STRA_a n An s N.EC_ for.A category 1: Enclosed Building, Exposure 'C", With a wina+tD v acalC pts. (three second gust) .. .. . r..,e• ,y _,''..= '' a, '; tbs1. VyR<+1.L(r.D.i• •..: _ zs ' Q,,,, DESIGN PRESSURE .iiUpF. WALL: IUD FLOOR LIVE LOAD 75 PSF L- : i : + •( r' DESIGNCRFFFRIA FLOOR DEAD LOAD 8PSF UIIDINGCA7EGORY t ROOF LIVE LOAD 2OPSF e ' ROOR DEAD LOAD 5 PSF 1'-• UILDiNGTYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIE!'ff -d-418• r SINGLEHELIXAUGERANCHOR ONSTRUCTIOI4TYPE VB w_:• of:'. see tibia 4 farspacng C Scala nsz D VH OCtTY 180 MeHPIROVIABLEOFFLOORS.T rr .- .,'' ERAiiNG N/A _ = CLOSURE CLASSIFICATION ENCLOSED 9 I 1 In lydusaias UZ0 V c0 3 0T E;Ei e cO) W rL N yj VC0UJ O LL Z L• r r r cc'VfN 2587 I FASTEN ING&CHEDULES 7x a X_721 tE 4 Nana 1. ad a -X.137 tri penia 3Y.1at mlro A hqd2 4*X4• 13rltXgxr4he.4 4alettli e ddneaaar Mord-M. x.731 hot LISP P &Y. AV chant aMilram cr=ier 1 is 1•rnetll tut.00d sono' 2 kE,tb,.tHd. X.931 hef :K s1arY Jor..I paSon TP-3Sdtp. I Iadwto x.131 ELM rardfie d crlttrdad rnut _ , 4_Alaur wGS400SQ.FT-ORLESSVS7TH72'DOORHEIGHTAREACCESSORIESTo d. T&Gptyboard RESIDENTIALSTRUCTURES. Z S.THIS PLAN WAS DESIGNED PERMIE FBC AND THE FBCR IL FASTENERS FOR ROOF. AND WALLS SHALL BESCOTS@TRUGRIPNETALTOWOOD FASTENERS 0 AND SHALL HE 9-15 X 1', OR EQUAL W/ t'(MIN.)THREAD Pe&-rRAT;oN{TYP.) Z o y 2' x B'stde call T. GUTTERS TO BE NSTALLED ON SITE BYOTHERS THROUGH LOCAL CODES. 0 8 c Forged Eya pottorl'Thr aded Rod WW9. SHED DESIGN LOAD REQUIREMENTS FOR THE: zCP- Coupralg$NecessaryfarLeveH 2014 FBC-Sth Edition, 2011 NEC, 2014 FFPC Z ah' set I hereby certify that 1 have reviewed these•plans ona-i g ufifani bui)dmg materials and LU r`^0 x it Forged Eywioa Components used in the manufacturing of the sheds thThematedai`arid components cler p F,nhaveaFloridaProductApprovalasrequiredbytheFloridaBtrldirig.COrrmission4R. 'A 9N-3 Q o$ 03o -Hurricane Anchor Or were analyzed using the V6k Stress Design_ All materials and comport. Iv v _ w $ J35 2014 Florida Building Code, the Florida Manufactured BtilldrrTg Arx arralRYls,'tryls STRA_a n An s N.EC_ for.A category 1: Enclosed Building, Exposure 'C", With a wina+tD v acalC pts. (three second gust) .. .. . r..,e• ,y _,''..= '' a, '; tbs1. VyR<+1.L(r.D.i• •..: _ zs ' Q,,,, DESIGN PRESSURE .iiUpF. WALL: IUD FLOOR LIVE LOAD 75 PSF L- : i : + •( r' DESIGNCRFFFRIA FLOOR DEAD LOAD 8PSF UIIDINGCA7EGORY t ROOF LIVE LOAD 2OPSF e ' ROOR DEAD LOAD 5 PSF 1'-• UILDiNGTYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEFFICIE!'ff -d-418• r SINGLEHELIXAUGERANCHOR ONSTRUCTIOI4TYPE VB w_:• of:'. see tibia 4 farspacng C Scala nsz D VH OCtTY 180 MeHPIROVIABLEOFFLOORS.T rr .- .,'' ERAiiNG N/A _ = CLOSURE CLASSIFICATION ENCLOSED 9 I 1 In lydusaias UZ0 V c0 3 0T E;Ei e cO) W rL N yj VC0UJ O LL Z L• r r r cc'V fN 2587 I PSI APPROVAL 2015-05-02 2)2x4sprucehaedersand(2)2X6• page varies -1 12 p.L pine each ride non load boadng 2) 2 X 8 p,t doer buds added- Q 5 when garage doa Iralelbd . um toot when gaasc daorbtsmgod doublei aches rorgarage doors i' garage door=iz= 1 X 4 Md9ing (4 P- rrarL' maY DOOR E .• •'9 width a-0': see nota 2, 3,& <- varfe; ]C4' bloddng . wau anchor de3a2s END ELEVATION WITH DOOR TWO SIOD MODELS ace e _ 12 varies-•- 5 single or dotsXe zwider arch , 2 x4 header . tr-,61 rm660e tomo door, ;,f L ` #. I 1' x 4' brfdgtag(Wrld txadng) opdonai) ', 'E 2X4sOrd9 (type) Zx4' bo ,' see wall andlordetails r X+' l>Todrklg pI•rm 1 Nr, } s ::'liH t 2x4 bottom plata P(ryR) 2 x 6 p.t. and railhunfranestrawei qrd ISOMETRIC OF SHED '- 314"t&gFlyboardoradvantage._ 4x4pterddsSimpsonLSTA-18; USP scala: n.tz. :.(I AU LSTA-18 rx egWvalmt r x e' srderdlt with -(16d) Isla WALL Auckort DETAILS Sqs w ILLS. I I--.-40'-O'maKlsngtfi - tea E SIDE ELF Z4r FLOORFRAMING PLAN scala =1' r;0' 1?1D ELEVATION FOUR SKID MODEL siale:i'=1' for InformatIon notaham see end alavadonwide door OUTSIDE V-10THS 6' p.L, framing (yp.) 6. or 13'r f ntnxrs 12 i 5 4•':i4' iT;<ahar arca rte IONAl G F1 rnra l nn n / see arch duals groove ply -board w/additional 4'X4` ' J center runner I . psm HS -24, USP RT -6 Clip cctqutvalant i sleW at very eontikdon behyeert floor jdst and 4' x 4'mrrnw XZ' 6' P.!- plale3 for sheds oyer 1G in kngih 2 ptate(Lyp.) e8 =... r aroUnd 4' x 4' dear hinder 2' X 4" undaiheader 1'X -C Mdg6hg(vhrid bracing) 2'x 4' bent(typ.) 4' x 4' hriridow header r x 4'vAnda v z11I r x4' bottom plata T&Gplyboard hnpson HS -24, USP RT -6 C5p oregravafent (typ) ale sW& uatl andnrdetaa for mruher5on BillSI• SsM_Nri SEE SIDE ELEVATION VATH DOORS AND ' WINDOWS FOR INFORMATION NOT SHOWN SIDE EL_FVATION 1M spacing is and to ce,d.. pad - -- U14770H t _ •• rx'FENc EPtzGPFERiY'I1ttE6f G' 121W laugh X 4` liredgirtg(vi:nd bracing) WIRING DIAGRAM Lg H 1©srarents SFOrAND LEVELED.TNEOTHEt END OF7HEBUILDING ISBR000HTUP TOLNE'L AND SLOCKED,TFiEN THE CENTER OF Optional e!acWc) L Wbotmm AN xacirtg r:hag ba me i EL,rIS Ay,n.T}_-WIDTH OF7HE 131=1Ni HOLES AFS T)R11ZT27HROUGtr Ti1E2X4- IQcabla.14,ga_3w{ra wr comas BOTTOL[ALA7EY S7HA j-AUGBtB7rAt107HE EyEBOI,7IS FASFE3tm MriO PLACET}E HOLE ISDW FCRA30•EAR7tt at side rail x 4` beaom Pl. encase in all uielat GF L otrdet baAs IknpsonF{S-24•LISPHS-24C!por 1rHYDROIJENTDETAILS SEE SIDE ELEVATION VATH DOORS AND ' WINDOWS FOR INFORMATION NOT SHOWN SIDE EL_FVATION 1M spacing is and to ce,d.. pad - -- U14770H t _ •• rx'FENc EPtzGPFERiY'I1ttE6f G' 121W laugh X 4` liredgirtg(vi:nd bracing) WIRING DIAGRAM Lg H 1©srarents SFOrAND LEVELED.TNEOTHEt END OF7HEBUILDING ISBR000HTUP TOLNE'L AND SLOCKED,TFiEN THE CENTER OF Optional e!acWc) L Wbotmm AN xacirtg r:hag ba me i EL,rIS Ay,n.T}_-WIDTH OF7HE 131=1Ni HOLES AFS T)R11ZT27HROUGtr Ti1E2X4- I Qcabla.14,ga_3w{ra wr comas BOTTOL[ALA7EY S7HA j-AUGBtB7rAt107HE EyEBOI,7IS FASFE3tm MriO PLACET}E HOLE ISDW FCRA30•EAR7tt at side rail x 4` beaom Pl. encase in all uielat GF L otrdet baAs 3" x S {t.GTdr) min I plates 10rug&elor equivalent OPTIONAL WOOD FRJMf.E DD'OR CONSTRUCTION SCALA NTS Crone d0VplatSS bottia;6a) cnsbucdcn rskin on c 3" x 5" (rd -T ) on, oracit alent Arch Detail for ixess prates T''• safe: n.ts.- Simpson HS -24. USP R7r4i Cep or 6gLffM%nL_ J::-_ TYPE 1,11, or III CCYCRETE OR ABS PADS WI BLOCKING AS REQUIRED SHED WITH SKID ATTACHM x 4" shJd 4'x4'headcr , nT7afrimuvion a"``.....".G'0 i1oBrdlOu SETUP AND INSTALLATIONOFSINGLEwIDESHED 1.BU4.D:NO LS Pt.JC2J RY Rl tDGIT10N Crr5C21®I1lE.ta PVC70 ALLOW Fa?>JOS!B tEFlrTO PUh.t oFSOUAR£ 42 p.L 2x4 franc (typ) 1M spacing is and to ce,d.. pad - -- U14770H t _ •• rx'FENc EPtzGPFERiY'I1ttE6f G' 121W laugh X 4` liredgirtg(vi:nd bracing) 2.oNmwirrL3=mFtEjAfm7NEHa4sFarOF7HEGROLLDgsEBTABLia=7HEM. INa6ELOCKMONT14EPoGH 2. Pad=ob)-rlhan end pad rp-ac[ng Is cen ib renter Usa_:c=:f&=-ma i Llm r 'rorintgiornamem. l3afasaror:afSmiwlndrn4res 5/tee( SFOrAND LEVELED.TNEOTHEt END OF7HEBUILDING ISBR000HTUP TOLNE'L AND SLOCKED,TFiEN THE CENTER OF 12114' of #2 pt x 4' benl(lyp.)plateWbotmm x4' wind bmce (Lyp.)atyboard i EL,rIS Ay,n.T}_-WIDTH OF7HE 131=1Ni HOLES AFS T)R11ZT27HROUGtr Ti1E2X4- x.132 tet cb. - en,rx SLordora asar . . wr comas BOTTOL[ALA7EY S7HA j-AUGBtB7rAt107HE EyEBOI,7IS FASFE3tm MriO PLACET}E HOLE ISDW FCRA30•EAR7tt at side rail x 4` beaom Pl. Tag plybcamf 1s- to 24" IknpsonF{S-24•LISPHS-24C!por 1rHYDROIJENTDETAILS it!ivalCht(")an4h`ds scwatl encch000rrdLKa7s Scare: l'=1'-0• fira mecdm 2wA51tERISIK_ TOFASfENTHEEYEBOLTAMSRfPSCNaip TOGEHM 3" x 5" (rd -T ) on, oracit alent Arch Detail for ixess prates T''• safe: n.ts.- Simpson HS -24. USP R7r4i Cep or 6gLffM%nL_ J::-_ TYPE 1,11, or III CCYCRETE OR ABS PADS WI BLOCKING AS REQUIRED SHED WITH SKID ATTACHM x 4" shJd 4'x4'headcr , nT7afrimuvion a"``.....".G'0 i1oBrdlOu SETUP AND INSTALLATIONOFSINGLEwIDESHED 1.BU4.D:NO LS Pt.JC2J RY Rl tDGIT10N Crr5C21®I1lE.ta PVC70 ALLOW Fa?>JOS!B tEFlrTO PUh.t oFSOUAR£ 01-llj 201: 1M spacing is and to ce,d.. pad - -- U14770H t _ •• rx'FENc EPtzGPFERiY'I1ttE6f G' 0223?01: CCDEP.EViEYV 2.oNmwirrL3=mFtEjAfm7NEHa4sFarOF7HEGROLLDgsEBTABLia=7HEM. INa6ELOCKMONT14EPoGH 2. Pad=ob)-rlhan end pad rp-ac[ng Is cen ib renter Usa_:c=:f&=-ma i Llm r 'rorintgiornamem. l3afasaror:afSmiwlndrn4res 5/tee( SFOrAND LEVELED.TNEOTHEt END OF7HEBUILDING ISBR000HTUP TOLNE'L AND SLOCKED,TFiEN THE CENTER OF V31320th Oz -2&201: i7<33udOrlando. AaiCa 3293a F' 2:sL-xcr. Sv;Un E Ho y. 111 TNEBUW94GtSMOPOgrrzOTOLEVH.OLOO®AWSFaNh 3. AFIERTHE BLADLVG IS LEVEL IAORE BLOCKS ARE Af)DEO TOAC421EVETT= COtZAEGTSPAC.OM Ieesa0aseel i EL,rIS Ay,n.T}_-WIDTH OF7HE 131=1Ni HOLES AFS T)R11ZT27HROUGtr Ti1E2X4- x.132 tet cb. - en,rx SLordora asar . . tt,3U:ccce BOTTOL[ALA7EY S7HA j-AUGBtB7rAt107HE EyEBOI,7IS FASFE3tm MriO PLACET}E HOLE ISDW FCRA30•EAR7tt FLS;N49.SMFSI ANCHOR AND BACrF11JM. IRE EYERMTANDANCHCRARE FASTENED 1hKTHA• XrBOLTAHO HUT, 5.IFTHE UNIT,STo BE ATfACWW 70 A CC211CR 7ESLAB THE SMLDITo L4 SET ON THE CONCRETE BUS P40 SHMMED UP r VaTOLE-Al-HOLE1Si RMLEDYyrm AH/J?11EitNLL wOem:s mm-AS1 kOFFRFS =sT.viEEYEBOLTIs FAS'FFN 2' X r square gat vrr}Irs wl `Taut TNROUG1TFic BOrrO Atl7A(/.24SNPS6Ii Wrhis KACEOOVETLTNE kw'EDDEANCHLRAtXTBOLTANONUT1VM Simpson LSTA48, USP iS'TA-18 2wA51tERISIK_ TOFASfENTHEEYEBOLTAMSRfPSCNaip TOGEHM Hvlicana strap ar equivalant GENERAL NOTES & SPECIFiCATIONS FOR'AUGER ACHORS all studs) A/ 1-GULMG M04ORS SttALL 667. O9XEhOFAErtrE=0 HELIXEYE ANCHOR WJMFACn)REl BY 116W --OF BRISTOLVA•THEAV77AGEHOWNGPOVSILS24OT1ES3TMN'4,So0g gx'1•' Tr. orwsdgeandharinto Z ANCHORING SYSIFSLTO GROUND PERLDC'AL BULLING COMM DEALER) UXATEANCHCRSPAQNGPERTABLE{ egdval.Al 3_ EYESOL7S SHALL SEPLACSDTHRfAJGH WE BOTTOURATEAND FL OOrtSYSTFJ.L Tabkh4a AirhaSpaongofAugurTWe'AnchorsForSin&WdaSheds M& XIMLALMUMNURABE. OFANCHOR 4.THeAahmUEDGEDL%TMJC£r-0RE7PANSIQ BMrS,Se0U1.L=Tf3LSORSFo4A 'D M=OOLT. AN EkiSTtNC, Table 1 _lo Rtmnnr_c,5r•t„ CODE REl CCm } X 12' EYEBOLT AUGER ANCHOR eyebolt hnd 3nchorWted tDga(har W1r X 27 bolt and 2)rxrgahr_vrasrxas y. and3"rud N i>-[tttta'A'L;i tat iiGt•':ii)LtiefQ:21•LLSiIZ3iO J WIRTi<i0t ti= i7=ii0iPilHsmmzt'L1St8T1iit Q Values from end ofjoisitucemararM4-x4skidsonly 13'-S:aidashads hM(4).etacfsktdv, Ta61e 3 LFDOSPZPad Spacing ForSu4e lMde(SW) or Doubla VF.ddOVA Shag. End Pad l7mrasslma1- -ausrms Crrarda, Fieri a 32auI , Tw Rn.ran • ri:om E6 sry,in Icc3 shrs:a l. ElMoiao n._at•Ta._u 2 • 41mLs. Simpsixh 7P-35, lisp NP -a5 T 7 to T 1M spacing is and to ce,d.. pad - -- Nagprats or equivalent wry (SOd) nails3. a LI174 maw 2. Pad=ob)-rlhan end pad rp-ac[ng Is cen ib renter Usa_:c=:f&=-ma i Llm r 'rorintgiornamem. d Concrete Slab byedxm $HED W to ATrACNED 4'Yd'ttec+lrs 11-0 hmdv, 3•x.1 e,Rrc2•A h-sa 4 err vrtr cd ofhcaar • O gi lelL solan.ls. x.132 tet cb. - en,rx SLordora asar . . X x n W- O of I hereby that I have H 1 Y X x't r 3 y 2' X r square gat vrr}Irs wl `Taut Load widih on inner ' ... ' 0 0 $ o Tu!`D cl have a Florida Product Approval as required by the Florida Build"sig.Com_ mission Rine (9N) or were anal the \{tlL Stress Design- Based on 2,000 PSFSail Beating CepackA000 PSFIs lyp.) AhK7gRttOTFS X it (ager! ayebdt Simps:inHS-24errS:mps_ 6Crpor X 3" (870`,. uprrY raffng)w;panslonbat Notes: 1. Hollow or stdconae!ebloeis(SxBzfBlmaybestackedonpads fbrh,*ghsatsupm48'widioutralwa- ra2.ABSpeldraqulrodonille'&1$-Vrl bu8dngsonty m U orwsdgeandharinto notch or Laurderslnk 15 (41 ONE 0 EACH CORNER OFSHED FOR SH®S LESS IN LENGHrTHAN THE egdval.Al slab (per table 1) ' Tabkh4a AirhaSpaongofAugurTWe'AnchorsForSin&WdaSheds M& XIMLALMUMNURABE. OFANCHOR 4.THeAahmUEDGEDL%TMJC£r-0RE7PANSIQ BMrS,Se0U1.L=Tf3LSORSFo4A 'D M=OOLT. AN EkiSTtNC, ff709uprd!) 3 xrboltw(2) Zr• X 84' iTasg ata natlyd m P AHCHO'L CAN B`MACE ON END WALL A3 CLOSES AS P089t8L ro SDE WALLB. TO 9UIlDatG IN YhllGi CASE s ;^ Shod Vlah F10or Anchored 2'X2`gat sr i 1ls: I 3'=1 v 41mLs. FASTEN T 7 to T rx a- r a LI174 maw 3"X.132 rv<b 7"xi-•6lrad Concrete Slab byedxm $HED W to ATrACNED ANG1iORFD t 11-0 hmdv, 3•x.1 e,Rrc2•A h-sa 4 err vrtr cd ofhcaar • LLPcoCodes& Jwbdtdlar TO CON s r Tabla4b AnrhoringspacingafADgerTypaArxhwForpoiNeWidsSheds x.132 tet cb. - en,rx SLordora asar . . allvnk,tm.a, A ar IW_ IU0IiftpLFjFndAyctff-j I hereby that I have H 3 A 2 .:. n4 r j Y WAX X.13TI'de4o:R :'eek 1brir hor!'arr TP'•3' 1)3'x5 (400#uppt rain rancramsreb ai Loaa on miner - tncationorrndaugarorslabanchor AndiorspadribEse3ample=3Wivaeror]'x3'ezpansionbotD- 0 $ o Tu!`D cl have a Florida Product Approval as required by the Florida Build"sig.Com_ mission Rine (9N) or were anal the \{tlL Stress Design- X19 AhK7gRttOTFS E! :2 r0NOr Concrete Slab bydhers par table l) i' '4EAS ABOVEARE Tt IFTRT CFM62 tJFANCI FJtCLOSEDBULD4.' W.'C U odes6judsdrbm 1 rtun. apply notch or Laurderslnk 15 (41 ONE 0 EACH CORNER OFSHED FOR SH®S LESS IN LENGHrTHAN THE cal`nss. three second gust) .. ... .. . .-• 9= t•'"=° ' '.: ', =- z =,'': bOltlhrough2r4' M& XIMLALMUMNURABE. OFANCHOR 4.THeAahmUEDGEDL%TMJC£r-0RE7PANSIQ BMrS,Se0U1.L=Tf3LSORSFo4A 'D M=OOLT. AN EkiSTtNC, DESIGN PRESSURE' vL1 a•p%D,' ROpF.• WALL:" ; 4;'r, T Zr• X 84' iTasg ata natlyd m P AHCHO'L CAN B`MACE ON END WALL A3 CLOSES AS P089t8L ro SDE WALLB. TO 9UIlDatG IN YhllGi CASE s ;^ Shod Vlah F10or Anchored to CrrcrPSe GENERAL NOTES- sr i 1ls: I 3'=1 v 1. ALL BUILDINGS FROM 0 SO- FT. TO 770 SQ. FT: ARE EXEMPT FROM WND-BORNE -DEB RIS IMPACT UILDINGTYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEF r! 0.t8• DNSiRUCT1ON TYPE VB a _ : • C , -3 •s ' of a' . scalwn-ts. STANDARD PER FLORIDASTATUTE_S. N2ERATING NIA 2- ALLBUILDINGS FROM 0 SOL Fr TO 400 SQ. F f_• ARE FOR USE Wfi•H ONEAND TWO FAMLY T x4" bottom plate RESIDENCES ARE EXEMPT FROM DOOR HSGS1rREQUIREMINNTS PERTtye FBC 3. ALL COMIERC1AL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 4&1 SM FL OR GREATER Zx2'square gaMentied MUST COMPLY NRTHTHE1r4rDOOR HEIGHTAND THE MIKANDMAX WIDTH REQU7REMEITS UstaelwsshervRM3' nut `` T&G 4_ N1 BUILDINGS 400 SQ. FT. OR LESS WITH 7T G7 -IFDOORHFJARE ACCESSORIES TO Pl -ml a}mbolland anchorholtad toyedwr vd3'x Z and (2) r x Z gats. washers and nut. 3: oa E 'a E 0 Lu IL com coCX00 cm W o OLLZ I.L. c c c F C-4 N N 2587 FASTEN z rx a- x.7 4 vooa bhwod znd 3"X.132 rv<b 7"xi-•6lrad T_ GUTTERS TO BE INSTALLED ON SiTE BY OTHERS THROUGH LOCALCODES_ 3'X.131 f -,a¢ 0.A p 4"V -C hmdv, 3•x.1 e,Rrc2•A h-sa 4 err vrtr cd ofhcaar • an Pkb=d cox x.132 tet cb. - en,rx SLordora asar . . allvnk,tm.a, claia 1 is 2'mcsrbboadrwu' Z I hereby that I have mstU rfa 3 A 2 .:. n4 12mh X.13TI'de4o:R :'eek 1brir hor!'arr TP'•3' b x.731 am rarx.ifieed r N atd,ddlq 3: oa E 'a E 0 Lu IL com coCX00 cm W o OLLZ I.L. c c c F C-4 N N 2587 RESIDENTIALSTRUCTURTES. 5.THIS PLAN WAS DESIGNED PERTHE FEC AND THE FBCR z B. FASTENERS FOR ROOF. AND WALLS SHALL BESCOTS@TRtfGR1PWETALTOWOOD FMTENERS 0 AND SHALL BE 9-15 X 1' OR EQUAL W/ 1-(MIN.)THREAD PENE7 MTION(TYP.) Z c Z x 6'srde rail T_ GUTTERS TO BE INSTALLED ON SiTE BY OTHERS THROUGH LOCALCODES_ RE Famed Eye Bolt ortThmedodRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Z -AJ` 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC Z oCOUPHNifNecessaryforLevel I hereby that I have Luer` 1.- setcertifyreviewedthese•plans ong)%fith all building materials and R x sr Forged Eyeb x components used in the manufactureP rig of flTe sheds The material'atid compaTents either Z AM ' 30' HunicanaArtdhx have a Florida Product Approval as required by the Florida Build"sig.Com_ mission Rine (9N) or were anal the \{tlL Stress Design- H'a -•. Q rn o ed usingYZg 9ne t• • IYAllmaterialsandcompo * ;.. r e2014FloridaBuildingCode, the Florida Mantrfacbtied Building Act and trs,'ti` U STRAP n An s N.EC_ fora category 1: Enclosed Building, Exposure aC", with a wiD-vE(r. Y ;t#> (°S:d i? cal`nss. three second gust) .. ... .. . .-• 9= t•'"=° ' '.: ', =- z =,'': row" Q " DESIGN PRESSURE' vL1 a•p%D,' ROpF.• WALL:" ; J- •:. FLOOR LIVE LOAD 75 PSF - {' ; j : 1 {' . • s ;^ QE, 1QN CRITERIA FLOOR DEAD LOAD aPSF UIL9INGCATEGORY 1 ROOF LIVE LOAD 2OPSF ROOR DEAD LOAD 5 PSF SINGLEHELiXAUGEFt ANCHOR sea table 4 rorspadng UILDINGTYPE ACCESSORY STRUCTURE INTERNAL PRESSURE COEF r! 0.t8• DNSiRUCT1ON TYPE VB a _ : • C , -3 •s ' of a' . scalwn-ts. MVELOCITY 180 MPH 01lABIL'OFFLOOR3.1 N2ERATING NIA CLOSURE CLASSIFICATION ENCLOSED 3: oa E 'a E 0 Lu IL com coCX00 cm W o OLLZ I.L. c c c F C-4 N N 2587 RECORD COPY FIEVIEWED FOR5gD_9 COMPLIANCE PLANS EXAMINE07 DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO K A LICENSEOS AUTHORITY TO VIOLATE CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING F ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONSRONS OF THIS CODE 15-2587 REQUIRED INSPECTION SEQUENCE BP# #15 -2587 BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final p p Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) REVISED: June 2014 Address: ! cW —,ac -,- yr e:q ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final