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HomeMy WebLinkAbout416 Willor Aveb ECE'VIE MAR 7 2016 BY. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:/ &— 7o,,- Documented Construction Value: $ C f 0C© 0J Job Address: -4 (G W illsw CW e_ . 1 c1Fo,A L Historic District: Yes No Parcel ID: Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Dem, cription of Work: l O' xllc.! S %-\ e O Plan Review Contact Person: p >r^ cj Q C Title: Phone: 40-+ S2Q 60 8 % Fax: Email: CLIA S - C- 03 W Ck- Q-Y'Fc W S Property -Owner -Information 17C2 6c -- Co vl--- Name p r C .cQ c r Phone: Street: 4A \ b Ll w G.y ._, , Y " t ' Resident of property? 43= City, State Zip: e.`an F c ..: 3Z`: r . js Contractor Information Name Street: City, State Zip: _ Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: State License No.: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 OFCOMMENCEMENT. 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 constructioninthisjurisdiction. 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: 5" Edition (2014) Florida Building Code 10 Revised: June 30, 2015 Permit Application j 4 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`go'vernm' ntal entities such as water management districts, state agencies, or federal agencies. 4 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 charge's 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.} O3- G -J -d1.7 k b Signature of Owner/Agent e Date Signature of Contractor/Agent Date fg C C r O C. Ct --f-0,0 v o Print Owner/Agent's Name - Print Contractor/Agent's Name lu r .. 0 v - Signature ofNotary=St fe—oi F j gi pnr, Date "' • DEBBIE11 116f4P of Notary -State of Florida Date . b i ; f' =+! Y MY COMMISSION N FF 178&13 MY COMN EXPIRES: February 25, 201'a ! EXPIRE,." Bonded ThN Notary Pubfw Undervmters c" - Bonded Thr, Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID J 7roduced 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: 8WIL. UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: 20' fectr 5k+6LCVS QS &h()LJr1. BUILDING: Revised: June 30, 2015 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT ' BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 It J 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 C' 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 C responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 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 L 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. Imayalsobuildorimproveacommercialbuildingifthecostsdonotexceed $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 itforsaleorlease, which violates this exemption. C 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 PrL persons working on my building or residence. It is my responsibility to ensure that the persons whom I haveemploy 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 L 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 It J 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 VC_ 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. L 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida ZC- Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I------ A I am aware of, and consent to, an owner -builder building permit applied for in my name and undulbtanu that I am the party legally and financially responsible for the proposed construction activity at the address L 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. VC 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. eto"perty Address: 44ALR w A10,_ G 2 I Rd c%r 4 C `r it, C, do hereby state that I am qualified involved with the permit application filed and agree to theandcapableofperformingtherequestedconstruction conditions specified above. ignature of Owner -Builder Form of Identification Must be Photo ID) Date A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedyforunlicensedactivityagainsttheownerandanypersonperformingworkthatrequireslicensureunder the permit issued. Rev. 9.14.2009 SCPA Parcel View: 30-19-31-517-OB00-0100 Page 1 of 2 n"V 0.'A Property Record Card PROPER i Parcel: 30-19-31-517-0600-0100 RAISER Owner: CARDONA RODRIGO ASCm1h1O6CCOt1NryFWnioA Property Address: 416 WILLOW AVE SANFORD, FL 32771-2161 Parcel: 30-19-31-517-0800-0100 Property Address: 416 WILLOW AVE Owner: CARDONA RODRIGO A Mailing: 416 WILLOW AVE SANFORD, FL 32771 - Subdivision Name: FELLOWSHIP ADD Tax District: SI-SANFORD Exemptions: 00 -HOMESTEAD (2015) DOR Use Code: 01 -SINGLE FAMILY Legal Description LU 110 + 1/2 OF VACD ST ON S BLK B FELLOWSHIP ADD PB8PG3 Value Summary Tax Amount without SOH: $ 2015 Tax Bill Amount $ Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Taxes 2016 Working Values 2015 Ceru Values Valuation Method Cost/Market Cost/Mark( Number of Buildings 1 1 Depreciated Bldg Value 40,755 38,273 Depreciated EXFT Value Land Value (Market) 10,710 10,710 Land Value Ag NJust/ Market Value 51,465 48,983 Portability Adj Sales Save Our Homes Adj 2,139 0 Amendment 1 Adj Description Assessed Value 49,326 48 983 Tax Amount without SOH: $ 2015 Tax Bill Amount $ Tax Estimator Save Our Homes Savings: Does NOT INCLUDE Non Ad Valorem Assessments Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund Schools City Sanford SJWM(Saint Johns Water Management) County Bonds 49,326 49,326 49,326 49,326 49,326 25,000 25,000 25,000 25,000 25,000 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 8/1/2014 083280487 100 No Improved SPECIAL WARRANTY DEED 5/1/2011 07579 0295 15,000 No Improved CERTIFICATE OF TITLE 2/1/2011 07534 1518 100 No Improved http://www.scpafl.org/ParcelDetailInfo.aspx?PID=3019315170B000100 3/7/2016 REQUIRED INSPECTION SEQUENCE DD4 #16-77A BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey 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 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 Addrecc- L11/_ I i . _ - . .. v -- ELECTRICAUPERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICALIEERMIX ' Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final 1 Wf J-------'------------------------------- J-------- 14 ALLEYCAT ` NORTH 85.09' Y SE IRON e '" CAP 101, aQ Ilo - "l'2l0 CAP 113382--___--- APPROVED PLMS °.N kNa•• O i ON OUT ENG. 'DEPT. korx METAL 11 I SHED 10 5*c)2. ' reotr s 6c'ks , o ' z O `' 401-45; 00 A Ln N , 13-50- o, 3.50' o 1 D ' o 1 W p 'ln- + e p Cn 2• T QcoTlJl > W 1 CA _, 1 a 11,35 .8 , D 13.40 M io o , CIDr 1 25.09' 60' 0A, SOUTH 85.09 o- S ---- o CONCRETE , i -• 4y i C i 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 z" AUGER BIT AND THE EYEBOLT(or I' 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 '-2" 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 -2'' HOLE IS DRILL INTO CONCRETE 1 z' 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 21-" X 2" BOLT AND NUT WI(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THEEYEBOLTANDA-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) Z' 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. SIMPSON HS -24 CUP or equivalent TYPE I, 11, 111 or IV PAD W/BLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH SHED WITH SKID ATTACHED ANCHORED TO C NCRETE LOCAL CODES AND JURISDICTION SCALE: N.T.S. STRAP DETAIL scale: n. s. x 2" galvanized washer ih 1 /2' nvt threaded rod 2 coupler bolt & nut wl (2) 2x 2' nized washers(2,0009+ catty) T forged eyebolt imcane auger anchor GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP -1 single helex eye auger arlchgr 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 2`X 2' FLAT WASHER W/2" NUT 2' X 4' BOTTOM PLATE Shed Anchoring to Concrete Slab 2" X 12" FORGED EYEBOLT Shed Width #U hh I Side of Shed max -anchor spach 2'X 6" P.T Shed Vfdth X1 X2 X3 FLOOR FRAMING O O 280# 1 LF X-6- O SIMPSON HS -24 CLIP (870# UPLIFT) Pad T a13'-8' or equivalent X 2- BOLT W/(2) 2' WASHERS 240# 1 3' _ 6- SIMPSON A-24 CUP T - --_ -- a equivalent 1)2'x3'(1,200 UPLIFT RATING) 4" min. EXPANSION BOLT OR WEDGE i,.-•-- - - _ - ANCHOR INTO SLAB Qa (spacing per1- - - table 1) SIMPSON HS -24 CUP or equivalent TYPE I, 11, 111 or IV PAD W/BLOCKING AS REQUIRED CONCRETE SLAB BY OTHERS THROUGH SHED WITH SKID ATTACHED ANCHORED TO C NCRETE LOCAL CODES AND JURISDICTION SCALE: N.T.S. STRAP DETAIL scale: n. s. x 2" galvanized washer ih 1 /2' nvt threaded rod 2 coupler bolt & nut wl (2) 2x 2' nized washers(2,0009+ catty) T forged eyebolt imcane auger anchor GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR 1. Building anchors shall be "mobile home" type HP -1 single helex eye auger arlchgr 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 2- Pads other than end pads spaci19 is center to center Shed Anchoring to Concrete Slab TABLE 2 Runner Spacing Shed Width #U hh I Side of Shed max -anchor spach Shed Vfdth X1 X2 X3 Side Runne End Pad 13'-8' 280# 1 LF X-6- End Pad 13'-8' 1'-10 9'-11' V-11, Pad T a13'-8' 240# 1 3' _ 6- W - 60 2' 1936# I, II, III or IV 10' Zoo#/LF 3'-G 0'-G 10' 1'-7" 6'-10' — jType 2558# I, II, 111 or IV , 8' T- 6' 0' - 6" 8' 9" 6- - 6- 2400# I, II, 111 or IV ISW 6' 1% LF 3' - 6' 0" - 6` 6' 10' 51" — 2029# I, 11, Ill or IV6' Values from end of joist to centers of (2) 4'x 4" skids only. 13'-8• wide sheds have (4) set of skids TABLE 3 Support Footing Pad Spacing for Runner Blocking for Single Wide(SW) or Double Wide Sheds(DW) Table 4a Anchor Spacing of Auger Type Anchors for Sinqle Wide Sheds su tye Auger Anchor RShWidth LWU di PL End Anchor" ax. ntenor 5 as. 00' 243 1 -0 to 3' 10.0" F -o to To" 5.017 174 1'-0 to Yo'1 139 1'-0' to 3'-0' 10300' 104 V -W to T -W 10'-0' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" Eye Auger Anchor Shed Site LUV` Uplift PLF End Anchor, Max_ Interior S an ^' 10.00 0 1'-0to 3'-0' g-0• Load width of uplift on rune Location of end auger anchor or slab anchor Anchor spacing example: 30' auger anchor or 2" x 3' expansion bolts. Notes: 1- Anchor spacing is based on a 3 second oust at 180 M.P H for a 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) G each comer of shed for sheds less in length than the madmum_ 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' for 2" expansion bo1bl. 5_ Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close to sides as possible. 1_ Pad spacing Is end to center of pad 2- Pads other than end pads spaci19 is center to center Maximum Load 6 Pad— - Shed Shed Desc' ton Pad Side Runne End PadWidthTeLW'-PLF End Pad Max. S win Pad T a13'-8' S WID W 4.15'1332 W - 60 6 -0' 1936# I, II, III or IV 11'-8' SWIOW 6.00' 1480 0'-G 6'-0' jType 2558# I, II, 111 or IV , 10' SUV/D W 5 00'1400 0' - 6" b -0' 2400# I, II, 111 or IV ISW400'/ 320 0" - 6` 6'-0" 2029# I, 11, Ill or IV6' Notes: S W 3 00' !240 0' - 6' 6'-0' 1658# I, 11, 111 or IV , I Table 4a Anchor Spacing of Auger Type Anchors for Sinqle Wide Sheds su tye Auger Anchor RShWidth LWU di PL End Anchor" ax. ntenor 5 as. 00' 243 1 -0 to 3' 10.0" F -o to To" 5.017 174 1'-0 to Yo'1 139 1'-0' to 3'-0' 10300' 104 V -W to T -W 10'-0' Table 4b Anchor Spacing of Auger Type Anchors for Double Wide Sheds 30" Eye Auger Anchor Shed Site LUV` Uplift PLF End Anchor, Max_ Interior S an ^' 10.00 0 1'-0to 3'-0' g-0• Load width of uplift on rune Location of end auger anchor or slab anchor Anchor spacing example: 30' auger anchor or 2" x 3' expansion bolts. Notes: 1- Anchor spacing is based on a 3 second oust at 180 M.P H for a 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) G each comer of shed for sheds less in length than the madmum_ 4. The minimum edge distance for expansion bolts Is 8 diameters or 5' for 2" expansion bo1bl. 5_ Anchors shall be on side walls except when shed is placed next to existing building, in which anchors can be placed on end walls as close to sides as possible. 1_ Pad spacing Is end to center of pad 2- Pads other than end pads spaci19 is center to center 3. Use same max. spacing for intenor spacing. Type Pad Dimensions Max- Load— Material 1 2" x W x 16' 1 778# concrete block; quality cement & sand mix 11 4"x 8"x 16" 35 9 concrete block quality cement & sand mix 1) 2' x 5- (400# UPLIFT RATING) III 16' x 16' 3495W ABS Pads WEDGE ANCHOR INTO CONCRETE IV 8' x 8 xx 16' 1,800# concrete block quality cement & sand mx SLAB THROUGH 2" X 4' BOTTOM Load width runner_ Based 2'X 4' BOTTOM PLATE PLATE on 2,0000 PSF Soil Bearing Capadry (2,000 PSF is typ) NOTES: NAILED TO 2"X 6" PT BASE 1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48' max. without reinforcing NOTCH OR COUNTER SINK 2. Pads required on 11'-8' & 13'-8" wide sheds only. BOLT THRU 2" X 4" PLATE z= T CONCRETE SLAB BY OTHERS THROUG _ -'. - 4" min. LOCAL CODES AND JURISDICTION SHED WITH SKID ATTACHED SCALE: N.T.S- X 2' FLAT WASHER W12' NUT 2' X 4' BOTTOM PLATE 2" X 12" EYEBOLTOR i THREADED ROD (IF NECESSARY) WITH 2"X 2" WASHER AND NUT (2,0004 CAPACITY)# UPLIFT T2' COUPLER IF NECESSARY on EYEBOLT AND 30" AUGER ANCHOR FASTENED W1?' X 2- BOLT AND NOT W/ (2) Y X 2' FALT WP GRAQf SEE BUILDING ANCHOR DETAILS SINGLE HELIX EYE AUGER ANCHOR SCALE: N.T.S. r` 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 WIND VE OCnY SY1180M.P.H. (DW 190 M -P H ) MEAN HEIGHT 9.85 ft ALLOWABLE # OF FLOORS 1 ENCLOSURE CLASSIFICATION ENCLOSED FIRE RATING NIA WIND LOADS Roof Wall S.W) + + 43 56-4 41.95 34,08 WIND LOADS Roof Wall D W- + 9.9 48.94 4 62148d 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 = +1- 0.18 01/01/2012 02-23-2012 02-29-2012 04-02-2012 05-02-2012 05-16-2015 O L) U Z w (0 C) fn ¢ ¢ W Oma _ WOOco D' J O00 LW NWmaC7 W^ Q a <O U U U-1 0 U Z 0 Z m WWtz Z^ y r 5a¢ zog o Wro0N Z O a! zOor Q1Qoz Wa3O U>w0 N Q Cl rCAeaLnm, SHEET Jr. P.EI of FL PE #35816 l Yv! I') t: ar 1.1 sae datads tklxe 4' V,3g,;, wind (YBDing) F IYVALIJ20f 2) 2 x 4 s{ -..vice headcs -C (2) 2 x 6 L- vsries--) '2 p -L pfne a sY..e notl lord b.at< r xc 'In-u1iy _ 2) 2 x B pt door h a: cdced- I{ " Q 5 - _ '"4 •-Mr..`'- T,B,u 4. 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B'. 7C. i+'6'. or 13a Sim{uaL Tp,.S, USP NP- Y7 beirW(2) fiW/"_ - T x {' rt^•marcs Na&pra`.a Lx awr,-J a r 8 I. Pad SparJng Ta end tO 0.dh rofpad C i ) eAn 4' x 4'tW n aqurcd m 13'-8'..ade Tsti 72 Q5 wfd (Im.efts 4'x4'heedrr 2- P-h r-lfun end pad ».ine fa mnttr b e -I- 3_Usc carne :%»dn xn r rDrmtricr rxcviers ste zrrh dit-:s s 70 rec rcd a equ!vatzret I ni efr Connc Drplats i0 L (%T15lde) Cmsi+ecd- do_rsio:t m 3a't OPTIONAL LIJOOD FRAN.ELs2gnfsz4,LcPRT cy DCORMNST4UCTiONr -far (ap) a7r wap ard-r deFs7s SCALE- N_TS SIDE ELEVATION (VV1?H DOOR &WINDOWS x 7-37,1 7-D- C2 pt2x4 Garro (yp} n7R) 0q ; ply -1--d 4` x4' 1' 6_`rLf Nrxacr 76`x o Gv Si -P- lW2-, USP FTS v f -- - CF'p or cgntvrfan[ fre iw atovaryconnLC1behvrt X . ILu,d•Ulad t rvrner 11cor jdst and 4' eyed a S'rf-ten rS-24 7X6' pi plata !a 'zIJ ova Pyed ort 7 000 PSFSo,1 Ca ) aii,lg S'rity{?,CCiO PSFis rYp, it n 7S L !englix rating) er.><ns'«I trh f ar wedge anctw into 7_ Ho1),,v of d conc e blocks s,,Bxjl3 uy - - 2. ABS pad-qu%d ort IT-a-313-8-wk&atb E r on p2ds(cr hkf, ses up4T i3- wr3.!Ir raintcrung o eGuivz l 2 x4'bDlmm FLOOR F WA l w^ PiAt-1 a704 d A coin x = t` arD nd 7-ir Y7 beirW(2) 2' x4- Lw der hcadar 7'x4' b'T3g52,(vi•-d brdcv9l r 8 r x 4' lrrp-) 4'mtn_ 1 - in r 77// 1 147 X 4,.ind h -der E xx•i"c:ndow lco E V rx#'boLinnt pfaa ste zrrh dit-:s s 70 rec rcd a equ!vatzret I n i efr Connc Drplats i0 L (%T15lde) Cmsi+ecd- do_rsio:t m 3a't OPTIONAL LIJOOD FRAN.ELs2gnfsz4,LcPRT cy DCORMNST4UCTiONr -far (ap) a7r wap ard-r deFs7s SCALE- N_TS SIDE ELEVATION (VV1?H DOOR &WINDOWS x 7-37,1 7-D- C2 pt2x4 Garro (yp} n7R) 0q ; 76`x o Gv ZX2'sy-Luz-s x xi 3N 1 galy- wasttrl "•1' nUi ILu,d•Ulad t rvrner eyed a S'rf-ten rS-24 X3' (87131, L:prt Pyed ort 7 000 PSFSo,1 Ca ) aii,lg S'rity{?,CCiO PSFis rYp, it n O a llSPRT-6 cr rating) er.><ns'«I trh f ar wedge anctw into 7_ Ho1),,v of d conc e blocks s,,Bxjl3 uy - - 2. ABS pad-qu%d ort IT-a-313-8-wk&atb E r on p2ds(cr hkf, ses up4T i3- wr3.!Ir raintcrung o eGuivz l a704 d A s,ab (pat 3bte 7) Tz3fcfia Anchor Spa~ry of Aucur T}pe A.id7Drs FcS a W 'w Sheds j Y7 beirW(2) I- 2'x2`frat r 8 o m C 4'mtn_ 1 - lr.'-a 77 17 7 V. O i Co:.crats Stab Si''FO Wfit(tn 2oca1 Codas 8 ]urix c7.'x) AT' NCRE-,-- P.-ly TO f L Tabs ibAndxrirgSy paarr,I of Al:s3r TyF Ar+,cr ForDaLri7e' Ida Shshed r L>_ 1t)2 X5- IbIb gE a!mNplLEr. l90 Q'as nCGr o] rEjr)'OzFT3Y`1 cxp Qnpsi,5p87) wgU( tXt c ClorjIfs ixfo- PetWo 7) tHSOPTAENS W - Lccd Cd- ju6.5r:dn 117 rosiyssaortoisGcNY T_luA`+O-- rj amc_ 'C+ - EpAaOvE AK CENTER To CE?RLt t!C!i• rnvzit Cl 1"!-r[Y.a t!.:k be It IhmuSx , <.•• 3_ THE U.Zmu1.f Al1).SM04O-ANCFI R L4 Ni ONE 4* EACH CO,4NE:kCF S1E FCR Sfi®S LESS IN LENGHTTw217NEM4)4iYN 1 r b(--VA-n plJYc haled YT l_7Y.Ek'*WV 1 EDGE CSrXIJCE FOR -SP.VL410N@OLTS 133D'J.LTpS OR SF^•t A #•ExT/JL5'ICY79C17s- A/"3?CRs aL-ULL ! a1 snEw"`U-S "A IErvlf'&J 7-e • 1s 1>LscE h-r ro A,1 F's1 7 x B' p.117z=a At4'yCl/is CAN rE PLACE I V e"j W ti G 511;tO[W- IN "ICH Cl3EE"As xsa. 7o SIDE wAl[a , h7A Vrah F`x f2tvnova Ancih Td b CcxT a GENERAL NOTES_ ' s®fa- i }-=1'-C" i. ALL FAYLDNGS FROSJ O SOL FT. TOMSQ- FT. ARE EXEMPTFRO14 7 x 4' botbTm MI` LD 8OkNE -DEBRIS WPACTSTANDARDPERFLORIDASTATUTDS. 2_ ALL BU1LDIN(S PROS( O SQ FT TO iCC SQ Ff-t - RES!D&ICES- ARE FORUSEW1THONEARDTVV0FAAi2YAF2Er`J(FJ.113T FROAL DOORHE7GHTRE JRELG--WfSPSR FBC_ 72 Tri' x 12 114- rctrgtL 7 x `ms's g:e&-nE 3. ALi CDt6VERcLkL BUI DiNGs A$ wELL AS RESIDENTIAL BUf1DLNGS FEOR GREATER a J r , _ tel. 1x4' CrLddng(v1,nd brac'j) !!L.j -last •:vesfl widT - twi 4 ALL ULLD +71GS400MUSTCOLIPLYWITHl}fE a`-8- DOOR HDGHTAt4D THE MIK AND NJOC VJIORi 1Zc-QU1FtESicN7" hove 121W ort2pl T 7 % 4' beiliTSA-) E-ttam pals 4 7' x -V wind blacc (Eyp-) at lour corners i-' w plybmp d _ p - ) 2x6?Lsfdc red 177'7 ..I I•L std TTaD pFyucad T6 fn 2.1-' 5.rpaon FrS-2fi, L'SPfiS24 Cy, cr Dom, An ci3 - L=t .. r • - - „---. P in 1T ,yYOROVENr lv?it and -demos scsk:l'=1'-D'-Yab-Ita-d arl'r-iofrrd SEE SiDE3FVAT.TON kT('r1 OOCRS , fs cmnerslc mct77ar w!}'x2 a d(2) AND vnNDOVJS r -c 1.',: OriuATTRi`i rdOF AND I •' f ^I rt i Z x r gal,, w•Trs a -Td 910F FI BWj .N rn s xxx -x. f a i I' x.13: Fes•! -u 2 2, x* 4•.>fR1NG DU,GRAAI a_s I. x mdm 3•x.tss u,ry,4 cp'Jcxrat eTeC,9c) *k,u a o: Ir T37 not r.. - wxt s 6,n. s S -'ifL-i f ji s fenis `--)a til x]-n;ctal loYm7 coo -.cz L Alt .c"nn9 J:liatl be l`c f T o.- . e- x.1311cJ de ' J°i' - l`J aab's 1i,3u:ra- 7>'' h=xcL 4r_- '_' k rocr;cn .per• Cf1CLSa to elletaml - i i nd .a:d ted l y2 cdNu GF.L mr, ct SQ- FT- OR LESS WITH 72r DOOR HEIGHT ARE ACCESSORIES TO aTSGp-LyS li RFSIDE)g7TALSTRUCTURFS0 5_ :HIS PLAN W'AS DESIGNED kR Trs FBC AND THE FBCR z 3_ FASTENERS FORROOF AND WALLS SHALL BE SCOTS -,RLIGRIP I+ETAL TO VJOpp FASTENEP,SA,`JD S,Li.4L1 SE sis X 1' OR EQUAL W! r(FtIY_}THREAG PeIEfTL;TyOTx6`stda Tali i. GUTTERS TO BE "STALLED Of,' SITE BY OTHERS THROUGH LOCAL CODES_ Z_ o or«gea Ey. EoBa'j-11:laedod P.od W --_ SHED DESIGN LOAD REQUIREMENTS FOR THE- lug II 4x C-04,gfiNeces rvra-Lad 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC z o rSezthe-reby certify Lhat I (Terve faY'iewed these plans alOng wrlh at( buUiag lrafer;zis and Lu ,2 J -x 72'ForS E)bct CO17'ponents Used in the manLlfact !ri ltg of sheds The mater d a_id x T porterls-e f er O € khaveaFloridaProductApP`21 as required by lice Florida 13L? -di Tg C43mK ti--jan RDle (9rt3) i- 30' H rrlcane Andror Of WPI --It^ analyzed Using the t,4k Stress D-..sig;t_ All lnaL ials and co ' ° uQi $. nlpa 7rQyT plv v riTe2074FloridaBlnldrtgCode, the Flo Ida Manu fa& ed 8uadirtD AcI'and°€2u7 vaiRFrAns DLE.C_ fora category is Enclosed 3LAdln Exposure "C it- a Vri _ si r m)_0. 1 7' j; =r _ 9 nts_ f three seLxx-Idgust) - .. _ •r _ -,_- :. '._ J.kL-, _ $ DESIGN PRESSURE -ROQ QwA ROQR LVE LDAD 75 PsF - ,y• --`,. D S1rN ITFRIA ( F` FLOOR DEAD LOAD a Pr _ _ LL.UILDING CATEGORY 7 ROOFLIVELOAD 20PSF - - _ - SiNGLEE't...LiXP.L'GERANum} UILD((t l!G TYPE ACCESSC,4YSTRUCTUI21_ ROOK OFJJ LOAD SPSF NSTR'JCT10,*L Kr i'ULPRESSURE CGEFFrgBiT r/_QT_3 l,.• see 4itie 1 tcrspong s,afzrlxs. DVE'LDCfIY O ='-• = f OYt 6LE'< OF FLtO(]RS .1 • - • f< ! k _ _ EOSilR£C11SS[FICATION EH O D RECORD COPY 2 C p y ypc u S V\ I C REVIEWED POR CODE COMPWWCE PLANS EXAMINER I o• tom._ DATE SANFORD BUILDING DIVISION A PERMIT 18rUED 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 HE BUILDING OFFICIAL FROM THEREAFTER OF0 REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 16- 726