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HomeMy WebLinkAbout709 Sarita St` A- I v -T.,-- RECD .Z. ,:....J`�C� CITY OF SANFORD DEC 0 2011 BUILDING & FIRE PREVENTION NIBy• PERMIT APPLICATION Application No: / '�:3 y (Oa Documented Construction Value: $ jQbDbr00 Job Address: _ 7 U I .��-+I'-� �-A Sd- Historic District: Yes ❑ No e' Parcel ID: Zoning: Description of Work: S 6cl %X �o Plan Review Contact Person: Title: Phone: Fax: E-mail: __ /Property Owner Information d P_Phone: 46-1 L 46-1 --13a_ ) 32'D Street: '47M Resident of property? City, State Zip: S 0-,n ro LJ 7 Contractor Information Name Phone: Street: Fax: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit B" State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Electrical O New Service - No. of AMPS: Flood Zone: Mechanical E3 (Duct layout required for new systems) Plumbing E3 New Construction - No. of Fixtures: Fire Sprinkler/Alarm O No. of heads: OJ �V59 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, beaters, tanks, and air conditioners, etc. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 10LAhl Signature Of Own /Agent /'VDa 7��&x-F Print O er/Agent' Name Xe— r-% #�t I 'L. (, - f S ature of Notary -State oT Florida Date Owner/Aged Produced ID APPROVALS: ZC ENGINEF�RII A or 1' FUTILITIES: 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 WASTE WATER: FIRE: BUILDING: 1.2 Aea COMMENTS: nK in 5yJ 10 l (6 O'lusSof.i .Sl, oc,,/, $ A t-. S; V- t S ;n r -pr) . (yolr dv l,¢, j3ea GS dk.)-JtkfVS Rev 11.08 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 Sresponsible 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. 1 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 1 year after the construction is complete, the law will presume that I built or substantially improved it G�in for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. r 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 Property I, D and capabl of p above. Of `� e/l �%� , do hereby state that I am qualified the requested construction involved with the permit application filed and agree to the 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 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.conVdbpr/pro/cilb/ for r� 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. r 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. Property I, D and capabl of p above. Of `� e/l �%� , do hereby state that I am qualified the requested construction involved with the permit application filed and agree to the 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 SCPA HyperLiteWeb Parcel View: 01-20-30-504-1100-0210 09WW Johr%son. CFA Parcel: 01-20-30-504-1100-0210 ERQPPER I Owner: MCINTYRE GREGORY A & ERICA T OOtJHTY. FLORIDA Property Address: 709 SARITA ST SANFORD, FL 32771 SEMNO�E < Back I < Previous Parcel I Next Parcel > Save Layout Reset Layout New Search Parcel: 01.20.30.504.1100.0210 I Value Summary Property Address: 709 SARITA ST Owner: MCINTYRE GREGORY A & ERICA T Mailing: 709 SARITA ST SANFORD, FL 32773 - 5038 Subdivision Name: DREAMWOLD Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD (2008) DOR Use Code: O1 -SINGLE FAMILY �11 10 9 8 7 i 8 5 4 1 3 2 1 a � SARITA ST :T]Iif�MEN , 2011 Certified Values Values Valuation 10A 10 9 8 I 7 e 5 Number of 31.01 1 `— Map Aerial Both Footprint �+ D Extents Center Dual Map View - External D d Z LIJ cc to Page] of 2 Tax Amount without SOH: $735 2011 Tax Bill Amount S735 Tax Estimator Save Our Homes Savings: 50 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description 2012 Working 2011 Certified Values Values Valuation Cost/Market Cost/Market Method Tax Details Number of 1 1 Buildings Depreciated S59,644 560,178 Bldg Value Taxable Value Depreciated $1,786 S1,823 EXFT Value S26,630 Land Value 5151200 S15,200 (Market) 551,630 Land Value Ag S76,630 lust/Market S76,630 577,201 Value •' 576,630 Portability Adj $26,630 Save Our Homes SO SO Adj $26,630 Amendment 1 Adj Sales Assessed Valuel 576,630 $77,201 Tax Amount without SOH: $735 2011 Tax Bill Amount S735 Tax Estimator Save Our Homes Savings: 50 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LEG LOT 21 & E 20 FT OF LOT 20 BLK 1 1 DREAMWOLD PB 3 PG 90 Tax Details Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $76,630 $50,000 S26,630 Schools 576,630 $25,000 551,630 City Sanford S76,630 S50,000 526,630 SJWM(Saint Johns Water Management) 576,630 550,000 $26,630 County Bondsi S76,6301 S50,0001 $26,630 Sales Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 09/2005 06005 01 13 5145,000 Improved Yes WARRANTY DEED 04/2003 04845 0614 599,000 Improved Yes WARRANTY DEED 03/1994 02751 1785 567,900 Improved Yes WARRANTY DEED 01/19901 02143 0-421 S68.0001 Improvedl Yes http://www.scpafl.org/Parcel Details. aspx?PID=O 1-20-30-504-1100-0210 12/7/2011 Building Sketch (Page - 1) Borrower/C8Boffower/Cfw GREGORY A MCINTYRE Pm Address 709 SARITA ST City SANFORD County SEMINOLE State FL Zip Code 32773-5038 Lender AMTRUST FUNDING SERVICES BEDROOM BEDROOM U AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Coda DescAptbn no Sim NotTobb enakdown Sib GIA1 First Floor 1474.1 1474.1 P1rot Floor P/P Porch 196.0 14.0 1124.0 336.0 Porch 80.0 276.0 0.3 a 0.1 . 30.0 1.0 GAR Garage 360.0 360.0 0.5 : 0.0 : 0.0 0.3 29.9 : 30.0 895.9 B.0 a 30.0 239.9 0.5 : 0.0 r 0.0 0.2 U <�,�orr� �L 32773 JOB NAME JOB NO. SKETCH NO. OF SCALE BYgSUSIAMDATE I L. 7, 'I.Ot tm •� r �.� •C' y.. .�' •� •:.•'ti • =--,puperi (� • Y7 • 5 ? n n I ^1 STATE OF FLORIDA ;Department of Community Affairs - Fibrida Building Commission I Storage Sheds Up To,720'sq ft Number SS — 260094 = This insignia certifies that this structure is in compliance with the i Manufactured Buildings Act i (Chapter ,,Part I, F.S.) ,� !�:r- Do Not Remove Thu Insignia yh NDI NATIONAL DESIGN, INSPECTION AND ul ASSOCIATES, INC. P.O. BOX 627 RUSSELLVILLE, ALABAMA 35653 ! LISTED INDUSTRIALIZED BUILDING 'I 1 j' 143926- ' SEE DATA PLATE U.} SET UP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED 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 HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED THROUGH THE 2 x 4 BOTTOM PLATE WITH 17 AUGER BIT AND THE EYEBOLT IS FASTENED INTO PLACE THE HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT AND AUGER ANCHOR ARE FASTENED WITH 17 x T BOLT. S. IF UNIT IS TO BE ATTACHED TO CONCRETE $LAB, THE BUILDING IS SET ON SLAB SHIMMED UP TO LEVEL. A 3W HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1.17 OFF RIM JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND ANT-' BRACKET OR SIMPSON STRAP IS PLACED OVER THE 318' WEDGE ANCHOR, A 1/2'x 2' BOLT IS THEN FASTENED THROUGH THE EYEBOLT AND 1.' BRACKET. 6. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 3/e' x 5' WEDGE ANCHOR CENTERED BETWEEN EVERY WALL STUD. 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 HIGHEST LOCATION ON 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. 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONSARE CONNECTED AT THE LOWER CORNER WITH (1) 17 x 4-17 BOLT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES LINED UP AND BOLTS 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 NOTE 5 FOR SINGLE WIDE INSTALLATION) 5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 2'x T SQUARE WASHERS SIMPSON HS -24 318' x 8' FORGED EYEBOLT 318' x 2 BOLT WITH (2) WASHERS & NUT GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS 1. Building anchors shall be 'mobile home type #30 single helix eye auger arldors manufactured by Style Crest of Freemont, OH. Maximum allowable uplift 2.000# or equivalent. 2. Anchoring system to ground per local building code (by dealer). Locate anchors per Table 4 through the bottom plate. 3. Anchors shall be placed through the bottom plata and Door system. Table i Shed Ancoring to Concrete Slab Shed Width # Uplift 1 Side of Shed I Anchor Spacing I Side 14'-0' 280 # 1 LF 4'-3' 17.0' 240 If 1 LF 5'4r 10'-0' 200 # 1 LF 6-0' B'-0' 160 # / LF 7-6' Table 2 Runner Spacing Shed Width X1 X2 X3 14'-0' V-101!2' Y-61/2' 6'-11' 1r4r 7.617 6-11' - 10'4r 1'-617 6'-11' Interior Pad Side Runner a Pad Type 14' Values from end of joist to centers of (2) 4 X 4 skids only. 14'4Y wide sheds have (4) sets of skids. Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds Notes: 1. Pad spacing is end to tester of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior nxvter. Type Pad Dimensions Max. Load- Material 1 T x 8' x 16' 1.778 0 concrete block quality cement E sand mix Maximum Load 8 Pad Type Size Shed Description Typo LW' PLF Pad End Pad Max. Spacing End Pad Side Runner Pad Type Interior Pad Side Runner a Pad Type 14' SW I DW 4AY 1332 0 to 3'-0' S'-8" 19368 II or 111 1879# 11 or III 14' SW I DW 2.651205 0 to 3'-0' 8'-0" 14358 1 16408 1 12' SW 6.00'1490 0 to 3'-0" T-4' 25580 11 or III 25589 It or III 10' SW 5.00'1400 0 to 3'-0' 6'•0' 11 24008 II or 111 24008 11 or III 8' SW 4.00' 1320 0 to T -O' 2029# 11 or 111 2133# tl or III Notes: 1. Pad spacing is end to tester of pad. 2. Pads other than end pads spacing is center to center. 3. Use same max. spacing for interior nxvter. Type Pad Dimensions Max. Load- Material 1 T x 8' x 16' 1.778 0 concrete block quality cement E sand mix II 4"x 8' x 16' 3,500 # concrete dock quality cement d sand mix 111 16' x 16' 3.950 # ABS plastic pads Load width on rammer. ^ Based on 2.000 PSF allowable soil pressure. Sail pressure shall be verified by field penuomeler test or soils lab report. Check with engineer if soil pressure is less than 2.000 PSF. Notes: 1. Hollow or solid concrete blocks may be slacked on pads for high sets up to 48' max. with out reinforcing.. 2. Pads required on 17 6 14' wide sheds only. SIMPSON A-24 STRAP (1,2000 UPLIFT) (1) 318' x 3' (1,200# UPLIFT RATING) EXPANSION BOLT OR WEDGE ANCHOR INTO SLAB ® SPACING (PER TABLE 1) SHED WITH SKID ATTACHED ANCHORED TO CONCRETE SCALE: I'= 1'4r SIMPSON HS24 Irl" THREADED ROD W/ 7 x 7 WASHER 6 NUT (2,000+ CAPACITY)# UPLIFT 1/2' x 2- BOLT W1(2) WASHERS d NUT (2.000 + SHEAR CAPACITYI ° h GRADE tu v SEE BUILDING ANCHOR > 2 DETAIL TYPE I OR 11 CONCRETE PAD W/ BLOCKING AS REQUIRED I N 17 x 4' FORGED EYE BUT SHED WITH SKID ATTACHED SCALE I'= T-0* STRAP DETAIL SCALE: N.T.S. 2'x 2GALV. WASHER 17 THREADED ROD 17 COUPLING 17 x 1-17 BOLT WI (2) WASHERS (2.000#+ SHEAR CAPACITY) 1/2- x 4' FORGED EYE BOLT 30' HURRICANE ANCHOR CORAL EYE AUGER ANCHOR SCALE: N.T.S. SINGLE HELIX EYE AUGER ANCHOR SCALE N.T.S. revised on 1023/2006 Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size I LW Uplift PLF I End Anchor- Max. Interior Spacing 20'-W 1 10.00 400 1 1'-0' to 34r 64r Load width of uplift on mmer. Location of end auger or slab anchor. '^ Anchor spacing example: 30' auger or 318' x 2-314' expansion bolts. Notes: 1. Anchor spacing is based on 3 second vAnd gust at 150 MPH, Exposure 'C' per ASCE 7-M For other wind zones multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100 2.25 110 1.88 120 1.56 130 1.37 140 1.16 150 1.00 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) ® each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion baits is 8 diameters or S for 318' expansion bolls. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which enchors can be placed on end walls as dose to sides as passible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE I'= 1'4r (1) 3/8'x 5'(4000 UPLIFT RATING) WEDGE ANCHOR INTO CQNCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTER SINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO 2 x 6 BASE SHED DESIGN LOAD REQUIREMENTS for the 2007 Florida Building Code Basic Wind Pressure qz = 0.00256(Kz)(KzINKd)(V"2XI) Per ASCE 7415 6.5.11OTable 6-3 Kz = OAS Exposure'C: Kzl = 1.0 Kd = 0.85; 1 = 0.77: V = 150 MPH qz = 3195 PSF I hereby certify that 1 have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida BL4WM Commission Rule (Chapter 9B-72) or were analyzed using the Allowable Stress Design. AO materials and components comply with the 2007 Florida Building Code for a ISO MPH wind velocity, velocity pressure of 3195 PSF, I = 0.77. Enclosed Building. Exposure 'A, 'B' or'C and N.I.P.C. - 0.18., Roof Live Load = 20 PSF, Design Pressures: Rod live Load = 20 PSF, Rao! Dead Load = 5 PSF, Floor Live Load = 75 PSF. Floor Dead Load = 5 PSF and with the 2005 National Electrical Code. Main Wind Force Resisting Systems Root Wall 0) (-) (+) 1 (-) WA 139.9412&24120 13 Components d Cladding Design (Effective) Pressures (PSF) Zone Wind Area (+) (-) Zone 30' Eye Auger Anchor or 30" CO Coral Anchor Shed Size LW Uplift PLF End Anchor ^ Max. Interior Spacing ^' 14'4' 7.00' 243 11-0' to 7-0' T-1' 174Y 6.00' 208 11-0' to T -T 8'-4' 10'-0' 5.00' 174 V-0' to 3'41' 10'-0' 8'-0' 4.00' 139 1'-0' to 74' 17-6' Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds 30" Eye Auger Anchor Shed Size I LW Uplift PLF I End Anchor- Max. Interior Spacing 20'-W 1 10.00 400 1 1'-0' to 34r 64r Load width of uplift on mmer. Location of end auger or slab anchor. '^ Anchor spacing example: 30' auger or 318' x 2-314' expansion bolts. Notes: 1. Anchor spacing is based on 3 second vAnd gust at 150 MPH, Exposure 'C' per ASCE 7-M For other wind zones multiply interior anchor spacing by the multipliers below. Wind Zone Multiplier 100 2.25 110 1.88 120 1.56 130 1.37 140 1.16 150 1.00 2. All measurements listed above are center to center of anchors. 3. The minimum number of auger anchors is (4). (1) ® each comer of shed for sheds less in length than the maximum. 4. The minimum edge distance for expansion baits is 8 diameters or S for 318' expansion bolls. 5. Anchors shall be on side walls except when shed is placed next to existing building, in which enchors can be placed on end walls as dose to sides as passible. SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE SCALE I'= 1'4r (1) 3/8'x 5'(4000 UPLIFT RATING) WEDGE ANCHOR INTO CQNCRETE SLAB AT SPACING (PER TABLE 1) NOTCH OR COUNTER SINK BOLT THRU 2 x 4 2 x 4 BOTTOM PLATE NAILED TO 2 x 6 BASE SHED DESIGN LOAD REQUIREMENTS for the 2007 Florida Building Code Basic Wind Pressure qz = 0.00256(Kz)(KzINKd)(V"2XI) Per ASCE 7415 6.5.11OTable 6-3 Kz = OAS Exposure'C: Kzl = 1.0 Kd = 0.85; 1 = 0.77: V = 150 MPH qz = 3195 PSF I hereby certify that 1 have reviewed these plans along with all the building materials and components used in the manufacturing of the sheds. The materials and components either have Florida Product Approval as required by Florida BL4WM Commission Rule (Chapter 9B-72) or were analyzed using the Allowable Stress Design. AO materials and components comply with the 2007 Florida Building Code for a ISO MPH wind velocity, velocity pressure of 3195 PSF, I = 0.77. Enclosed Building. Exposure 'A, 'B' or'C and N.I.P.C. - 0.18., Roof Live Load = 20 PSF, Design Pressures: Rod live Load = 20 PSF, Rao! Dead Load = 5 PSF, Floor Live Load = 75 PSF. Floor Dead Load = 5 PSF and with the 2005 National Electrical Code. Main Wind Force Resisting Systems Root Wall 0) (-) (+) 1 (-) WA 139.9412&24120 13 Components d Cladding Design (Effective) Pressures (PSF) Zone Wind Area (+) (-) Zone Wind Area + 1 10 22 35 4 10 38 41 20 20 33 20 36 39 50 18 32 50 34 37 Zone Wind Area + Zone Wind Area (+ 293 10 22 89 5 10 38 50 20 20 83 20 36 47 50 18 86 50 34 •43 Lawrence E Bennett.P.E #16644 U Z 0) O 0 M m m U til - N 90 LU M t -CIA V a) I1 v J_ U. ° n �>� VtoO U m_ _O ° N� L x H C') m G LL aO c W CL W W W 010 �3 W Z J pm F- O J 17 J Fad 1- W U) J Z10 0Z in IX O LL 2 h � OLLe �U<I: ti 2 v 2 O to C uj 'm 4)aomm �O Vr. Lu ro W 'o z Orn= U tu X W u. C 2 X 0))(50 w d CL V AN QAl[010 SHEET 1 Date I OF SET UP AND INSTALLATION OF SINGLE WIOE SHED aatn�] . »/1GOo1AHGxM•EN . 2a43E,t7 tadr= S=. 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