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HomeMy WebLinkAbout19-21364 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21364 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21364 Address: 6048 RIDGEWAY DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR RIDGE Est. Value: Parcel Number: 03-26-21-0130-00000-0450 Improv. Cost: 2,749.90 OWNER INFORMATION Date Issued: 6/12/2019 Name: COYNE, PETER Total Fees: 82.50 Address: 6048 RIDGEWAY DR Amount Paid: 82.50 ZEPHYRHILLS, FL. 33542-7996 Date Paid: 6/12/2019 Phone: 813-601-1813 Work Desc: INSTALLATION 10 X 14 SHED CONTRACTORS APPLICATION FEES HOMEOWNER BUILDING FEE 82.50 L� l Ins ections Required FRAME SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SI ATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER INSTR#2019096593 OR BK 9919 PG 96 Page 1 of 1 06/07/2019 02:33 PM Rcpt:2061594 Rec: 10.00 DS:0.00 IT:0.00 PauCa S. O'Ned,, Ph.D., Pasco County CCerfe&CoinptroCCer NOTICE OF COM MNhtl4fE CJEN ZNT Permit No. Property Identification No.,—jj 3 '-Z ks ^+,,i Cl i '� t� C�t 4 t+ V &i& THE UNDERSIGNED hereby give informs you diet the improvement will be made to certain real property,and in accordance with Section 713.13 of the Florida Statutes,the foliowing information is provided in this NOTICE OF COMMENCEMENT. i.Dwaiption of property(legal dercrPpflon a)Street Address: j9uJ 2.Oeneml description of improvemerft:. cs In a �"- 3.OwnerLtformation e)Ne ns and address: iQ,�!+e )=C v, .Aj e 6©c4 S: r_8 a•e;tv__4 y b)Name and address of fee simple titleholder than owner) T �T c)Interest in property 4.Contractor Information a)Name and address: 6141 d f- b)Telephone No.: Fro No.(Opt.) 5.Smvty iafomration a)Name and address: b)Amount of Bond: c)Telephone No.: Fax No.(Opt.) G.Lender a)Name and address: Phone No. 7.Identity of person within the State of Florida designated by owner upon whom noticcs or other docem ems may be served: a)Name and address: b)Telephone No.: Fax No.(Opt.) 8.Ia addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(i)(b),Florida Statutes: a)Name and addrem- b)Telephone No.: Fax No.(Opt.) 9 Expiration date ofNotice of Commencement(the expiration date bone year from the date of recording unless a diffeteot date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER TUB EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I.SECTION 713.13, FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATIC OF FLORWA \� COINN OFF PASCO T SIpI&M of.Qwzp or Owaer'SAuttwrimdOte ieector/PahiedMaaa' Ntme The ftsoinginstrurnent,was aclocowledged before me this day of &^4— 20&by A�as ct 'CEaL-- (typo of authority,c.g,officer.trustm attorney fa )for (name of party on behalf of w b""romant was executed). w Personally Known OR Produced Identifiycationn__ Notary Signature ) 2 Type of Identification Produced �tr r "� Nemc(prurt) Q + ne . Verification pursued to Section 92.525.Florida Statutes.Under penalties of perjury,I declare that I have read the foregoing and that ft.facts stated in it are true to the best of my knowledge and betieE SigeaY�rm ilrttmQar Pater Sterna Abova (, • =Vff sklltataaota106f�F101f STATE OF FLORIDA,COUWTYOF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND ANP OFFICIAL SEAL THIS PAULA S.O'NEIL,CLERK'&COMPTROLLER BY DEPUTY CLEF* CITY OF ZEPHYRHILLS v 5335-8TH STREET (813)780-0020 21364 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21364 Address: 6048 RIDGEWAY DR Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ZEPHYR RIDGE Est. Value: Parcel Nu r: =2 - - -00000-0450 Improv. Cost: 2,749.90 OWNER INFORMATIO Date Iss Na COYNE, PETER Tot ees:. 82.50 Add ss: 6048 RIDGEWAY DR A ount Paid. ZEPHYRHILLS, FL. 3354 7996 Date Paid: P ne: 813-601-1813 Work Desc: INSTALL" ON 10 X 14 SHED 0000 CONTRACTO S APPLICA_DQNTEES. OMEOWNER BUILDING 82.50 Ins ections Required FRAME SHEATHING FINAL REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe 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, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER DISCLOSURE STATEMENT FOR OWNER CITY OF ZZPHYRHILLS BUILDING DEPARTMENT I, fe-4cIr e0V A) have read and fully understand and agree to the proviefions of this instrument. The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or she shall comply with the following conditions: 1. That the owner and he or she alone shall act as the builder for all phases of construction. 2. That the owner will comply with all provisions of the City of Zephyrhills ordinances and codes pertinent. to the building. 3. That in the event various phases of construction are subcontracted, he will engage only properly licensed subcontractors and will personally supervise such work. 4� That in the event the Building Inspector shall require corrections to be made, the owner will assume full responsibility to- insure they are made, and upon completion will call'for a reinspection before proceeding with the building. S. That the owner shall assume full responsibility for the construction and will not' expect supervision of his,:.work from the City of Zephyrhills Building Department. 6. That prior to final inspection any additional fees, including reinspection fees, must, be paid in full. A written request from this office shall constitute an official notice to pay additional fees. 7. That the owner shall comply with all City, State and Federal laws in regard to social security, workmanls compensation, lien laws, etc. , where applicable. 8. That the owner shall comply with all the safety codes issued by the Florida Industrial Commission. 9. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, (as`the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct onsite supervision of the construction yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $75,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. if you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved if for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You 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 your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.CiA. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. OWNER'S SIGNATURE dam_ _e DATE ADDRESS 6-o qq p,,_x PHONE WITNESS PERMIT # 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received `7�L Phone Contact for Permitting -- Ll Owner's Name C, Na Owner Phone Num er Owner's Address go I tv/4• Dv- Owner Phone Number g I tea— ! e6 2 ' C0 Z r •�. -i L 335{ Owner Phone Number JOB ADDRESS O S d LOT# SUBDIVISION r t e? PARCEL ID# 0 3- C-. — - /3 -- 00op 0 lfan (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED R NEW CONSTR e ADD/ALT SIGN Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR 0 COMM 0 OTHER TYPE OF CONSTRUCTION BLOCK Q`_ FRAME 0 STEEL 0 DESCRIPTION OF WORK ) X S Vq-6 G BUILDING SIZE SQ FOOTAGE= HEIGHT =BUILDING $ ,1 q, cp VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ �I 1 ) AMP SERVICE 0 DUKE ENERGY Q W.R.E.C. =PLUMBING $ -r'VALUATION OF MECHANICAL INSTALLATION�/ ��30f MECHANICAL $ f% ' OGAS Q ROOFING 0 SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO i Vt r BUILDER COMPANY O'j � C7 LlJlt,C' SIGNATURE REGISTERED / N FEE CURREN Y/N Address License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address 77:1License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OFDEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may ba more restrictive than County regulations. The undersigned assumes responsibility for compliance with 6ny ' applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may bmcited fora misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may.apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Fudhennona, if the owner has hired o contractor or contnaotorm, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, an the owner sign as the oonbaotor, that may bemn indication that he is not properly licensed and is not entitled to permitting privileges in Poanm County. TRANSPORTATUON8K8PACT7UTVLKTIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing bui|dingo, or expansion of existing bui|dings, as specified in Pasco County Ordinance number8A-O7 and QO-O7. oaamended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power na|eame, the fees must be paid prior to permit issuance. Furthermore, if Pasco CnuntyVVab*n/Souxer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter T13` Florida Statutes,osammended): |f valuation of work io$2.5OO.00ormore, | certify that |. the app|inant, have been provided with o copy of the "Florida Construction Lion Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. |f the applicant iasomeone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver itbu the^qwmer'prior bocommencement. CONl[RACTOR`S/OWNER"SAFFIDAVVT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. | certify that no work or installation has commenced prior to iaouonoa of permit and that all work will be performed to meet standards of all |own naDu|a1inD construction, County and City codes, zoning regulations, and land development pogu|obono in the jurisdiction. | also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility tn identify what actions | must take tobmincompliance. Such agencies include but are not limited to: - Department mfEnvironmental Protection-Cypress Bayheodm. VVeUond Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. ' Southwest Florida VVmb»r Management Oiebiot-VVeUa. Cypress Boyhmodn, Wetland Areas, /Uhohng Watercourses. - Army Corps ofEngineero-8eewoUs' Docks, Navigable Waterways. - Department of Hmm|ih & Rehabilitative Services/Environmental Health Unit-VVeUn, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos mbotemmmd. - Federal Aviation Authorib+Runvvaye. | understand that the following restrictions apply hn the use offill: - Use of fill ia not allowed in Flood Zone"V^unless expressly permitted. - |f the fill material is to be used in Flood Zone '7", it is understood that o drainage plan addressing a ^oornpensobng volume" will be submitted at time of permitting which is prepared by professional engineer licensed by the State ofFlorida. - If the fill mobaha/ is to be used in Flood Zone ^A^ in connection with a pmnnibad building using stem vvaU construction, | certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, | certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect ocUocant ppopmrtias, the owner may be n|bad for violating the conditions of the building permit issued under the attached permit application, for lots |mom than one (1) acre which are elevated bv fill, mn engineered drainage plan iarequired. |f | am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. | understand that a separate permit may be required for electrical vvork, p|umbing, oigna, vveUs, poo|m, air conditioning, gao, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit imouance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be naqueshod, in vvhUng, from the Building Official fora period not toexceed ninety (AD) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY' IF YOU INTEND TO OBTAIN FINANCING, CONSULT OWNER OR AGEN CONTRACTOR WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Subscribed and sworn to(6r affirmp,6)before me this Subscribed and swofn to-(or fiffirmed)Wore me tfis Who istare personally known to me or has/have;5roduced Who is/are personally known to me or has/h0e proddped as identification. as identification. Notary pu@m Notary PvWm Commission No. Commission No. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: �B /Z Date Received: Site: 7 Permit Type: I. Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be-kept with the permit and/or plans. ,4 0�� JUN 1 12019 Kalvin zer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) l'Sl Pd't- KOVHL 1(J1 t5-U1-1 ti Side Wall Header Schedule(180C1 tna wail tteaaer St:nectule isuc Sizefd} Max Span NJ(} Fasteners wio strap s 1 Bukkq Width (each end)fo} r. 04 ALUMINUM ROOF SHEATHING S1'ee Up to 14,Wide Fasteners vrr!straip 1-7k4" fi-0" 0 4—3'x 0.13 rails, : Max.Span NJIb}117 Q 3-3'X 0AS1'nails a ues are " gr in it urn eF: i 4"x4' f b:NJ-Number ottack studs required tp support each end. 4SCI # 45L4w2k4" 80' 1 6-3"xQ131°bads e Laid Aa€ ilrr��!"'•'�'�,�" a.Tabu ed values are-for No.2 grade Spruce-Pine-Fir lumber. d No cell Studs.but zxt studs laid eat. b.NJ-Number of jack studs required to support each end. !I1EDS- - c.Window header for winrbw openings that have more than 50%combined stud wall aboies and below,otherwise usedoor header schedule. sLt saanrat:wR d.See header details for*emote layouts,i.e.2-24"or 4'x,4"P 1.T. ? e. The header can be attached to the tap.plate and thus have the combined strength f Pea ITOO 'IIr CODE i FO TIO Stated nc s w MUM/rrz-s. ecpie1erlt and use the rrtaineLrn Spar) ODDE VERSIOt) hpµ N WINUFACTIMER surveoa s+Eos m 1 x RUNNERS SILL ati IIBLRLDItG TYPELAIE j 1r� i i gNp� CONSTRUCTION TYPE Wa i i ' lFAOER FIE PROTEG7IOt1 NOle r ' ° FI E SUPPRESSO SYSTEM NONE 2"x4"TRUSS - 0 2S4" OCCuPMR7 STOPME IG 024" O.C. i j ,a'.1rar eE'+IM aC ALLo1VAELt NUMBER OT SrDREs MAX J. eLr 2" MAX• BASK 1MIID SPEED Ye-1e0mph HYDROVEN DETAIL SIDE WALL WINDOWS END WALLS WINDOWS do „ „ 04CLO UR e END W TRUSS iQFTlONA.. - DOORS DOOR 6' WIDE 0R LESS 4x4„ W/2 x4 I,IPORTANfE FACTOR 1_te — + �_$ ROOF DEAD LOAD 1oPSF G.F.I. NOTES- =' ROOF LLVE Low easF OR e°ae PONr Lnw OUTLET -ALL 14 GAGE 3-WIRE Mc CABLE FLOOR HEAD taro 10PSF N 1 ENCAS 1 - E IN ALL AL BOXES n FLOOR LIVE LOAD 5x0.Terer-12eWW opt SOURCE q'Y _ �Y RAR11G OF WALLS. FLOOR. ROOF N/A PRESSURES ROOF +27.8 -94.7 ROOF FRAMING PLAN L 11 WIRING DIAGRAM Ir ,£ crF*a 3ZS3 MODULES PER BUILDING , - PWfs Review:Vigor Martin,PE _+32.5/-292 — (OP71ONALI IILPE2 uoA:aAIZE mvas LSE PROTECTION USAGE No HURRic SHELTER USAGE No SQUARE FOOTAGE 719 SOFt OR LESS-''- °R a OR 1N°(p1L 'core s loW LOW71 ESS ONS REVISIONS s.r aouAR REVI DESCRIPTON DATE Bl/ T _Th fl LLJJ II _______ L! M Wx. f, i awe oN M ILL WORK SHALL COM I�eef_i�rr GS FLORIDA BUILDII I I b4�■nom NAP0NAL OTRIC CO M 11 12/12/17 '?IINANCES �, Nodith N A 2..A z to SS—B-180CR1-jjx oc Fwo1L q j 24 eat FIRE 2.4 901E RAZE 'a,::V I, /;"y LLJ MME Nor MRr OF hat PUN SET 40 Na CE y zl f�T lf6 a R"F irE FHC bp10S COI,SERMiWN rwaR nMwa T slues m SME PUM a 10 FOR PROPER etsrklA" °.�Uytz" W/ tea` was STANDARD WALL DETAIL t � S' HAY 4. Ere.wE 2.4 Io ePF EMT u L`i LxJ u °° �fIa11e1R WITH DOOR de WINDOW OP 114NS tpT IoAD aaRars e 4(� CY _ j p1nL9 r-r m 1?-a" r-r m 1ST" -3/4"PLY*— swu BE aF sna 1a 1ar Lrss { N were 40o s0.Fr 11xL lw1E AN er WeMIM FI FVATION CROSS-SECTION END ELEVATION wi au�ea w1�i°s1t -Z4 P.T.PLrlt000 Th*°O3IElL 11Rp0ES5 w m ia _70 r TIE yNWy SPE 1no►a ttSTNLED 0$-IRE TYPICl! ARCH FRAME $ �F°R arL9mn AN° -3/4 P.T.T ae v 4 woo 1MT A00FD OOE9 Ill MPAFF70 IDS.7lMbg.3.ClIORO5.£l0.C 1 70 lk1P gC11RE 7if5 _ -- _-- __- —_ i6I.- el 7!E SrR1P. •m I� 7H II 70 Q \\,11 1 1I,/ „-tee" r r r- J .....w T ''�� tr-a. r-r r-,r `` Q / • r� r-r r� - 0- `� L\CENSE•� /7/� L2)Cal'UD HAT r-0 r-1� 6Y - N ` Q .i' 1 VRAM Its IRaLI 0P v.a°r a dPw a W 4W LL do .alFi-tl-17P�9sa„K!®>as•mt W k r mt acL�r+ t? i eat repot° rr 1AW Fw 1e P.1:24"GG IV. STATE �v i-- ____ ____ 1W.WIN 13/4'Teo r. OF •'�v i 4'at"P.T.ArelcreD Mn+ ( �,� ..OF L 0 R-- tf_srt sat PIl) Ol_sn.AM ?> // ' •••••..•... ' -11 �h111 111\\\ attheW T. BaWWin P_E. ts-s" 11 x �- - -- --- -- ---- - - - -- Z Florida License 84608 END ELEVATION END LEVATON ROM JM%IME 9=�•"FOR m Sheet: S S R—1 O F 1 SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 WC TO ALLOW FOR 7 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. .._ 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). II BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x44" 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN-LEVELED AND THE.OTHER BOLT HOLES ARE SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATION THRU THE 2"x4" BOTTOM PLATE WITH A 1/2' AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE VERSION F=2017 00.EASED. -7 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S 5. ONCE THE BUILDING IS PROPERLY.BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MAINFACTuRER SUPFJIx11L AE}?8 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS-WITH NO INSTRUCTIONS. EYELET AT REMOVED. BUILDING TYPE FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6" ABOVE GRADE. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO TYPE _ 6. IF THE UNIT HAS A FLOOR. EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FnE PaoTECHION H BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE __ CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM F SUPPRMION SYSTEM NODE PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY smwa WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS AUAWABLE NUMBER OF SMORIEs 1 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5' WEDGE ANCHOR THRU THE BASIC Wup sF� V-2oa,oH 2"x4' BOTTOM PLATE. 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE H>as>SORE D AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL AVERAGE ENctOsur� I�Haos® HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). INTERNALPR SSURE COEFFICIENT +/-0.1' TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 48. MoRThNcc FACTOR 1.15 ANCHORING ANCI-1rLRING TO R SKID RUNNER SPACING5 PAD TYPES 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD Law loFw SHED WIDTH UPLIFT (PLF) ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX. LOAD■ MATERIAL (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH Row LIVE LOAD 2WW a 3oce. THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED FLOOR DEAD LOAD ON20'-0' 400 3'—E 13'-8" 1'-101' 1'-10}' V-10I" I 2'x8'x/6' 1778LBS CEMCR µANBLED MIX PORTIONS OF SHEDS ON LEVELING BLOCKS. FLOOR LAVE Law SID.71PW-125PSF OW. 13'-8" 280 3'--6' 11'-8" 2'-8" 6'-4" - 11 4`x8"x16` 3500LBS CONCRRT E B LOCK SAND MIX TABLE 'R'RATING OF WALLS, FLOOR.ROOF WA 30" AUGER ANCHOR SPACING - SINGLE WIDE IbouEs PFR 1 11'-8" 240 S-E 10'-0" 1'-7' 6'-10' - III 16"x16 3950LBS ABS PLASTIC PADS SHED WIDTH LW' UPUFT (PLF END ANCHORS MAX INTERIOR SPACING 200 S.-6' g'-p" 0'-9' 6'-6' - N 8"x8`%16' 19DOLBS CRETE BLOCK HaA6aOANE PROTECTLON USAGE ND CEMENT AND SAND MIX 13'-8" 7.00 243 0-0"TO 3'-0" 10'-0' HURRICANE SHELTER USACE NO 8'_p' 160 a-6" 6'-0" 0'-10" 51" - ON 20DOPSF SOIL BEARING CAPACITY(2000PSF IS TYPICAL) SO TARE FOOTAGE LESS LIMN 726 Sant 120 3'4 'VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'x4'. 1. HOLLOW OR SOLI)CONCRETE BLOCKS(8"x8'x16")MAY BE STACKED 11'-$" 6.00 208 0-d TO 3'-4 10'-0' 6'-0" REVISIONS SKIDS ONLY. 13'-8"WIDE SHEDS HAVE(4) SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING. 10'-0" 5.00 174 (10"TO 3'-O 10'-O" REV DESCRIPTON 1117E BY 2.ABS PADS REQUIRED ON I1'-6'AND 13'-8"WIDE SHEDS ONLY. 8'-0" 4.00 138 0-0"TO 3'-d' 10'-0' TABLE 3 6'-0 (1-0"" 3.00 104 (1-0" 3'-' 10'-0" SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE'& DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH TYPE LW'(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER PAD TYPE PAD PAD TYPE SHED WIDTH LW' UPUFT (PLF) END ANCHOR' J MAX. INTERIOR SPACINGsss 13'-8" SW/DW 4.15/332 0'TO E 6'-0" 19361.8 I. N, III, OR N 18791.8 I, 11, III, OR N 0 crown MTB 20'-0" 10.00- 400 0-0"TO 3'-0' 5'-0" p Dote 11'-8" SW/OW 6.00/480 Cr TO E 6'—O' 255818 1, N. IN, OR N 2558LB 1, II. III, OR N 'LOAD WIDTH OF UPLIFT ON RUNNER L1J 4/26/16 "LOCATION FROM END WALL OF NiGER HOR I 10'-0" SW/OW 5.00/400 Cr Tp 6" 6'—O" 2400LB 1, 11, III, OR IV 2400LB I, II, III, OR IV ... MAXIMUM SPACING BETWEEN ANCHORS N/A SW 4.00/320 0"TOE 6'-0' 20291.8 I, II, NI, OR N 213318 1, II, Ill, OR IV 1_ANCHOR SPACING IS DESIGNED AS PER ASCE-7. Li J ALL 2'ALL MEASUREMENTS ARE CENTER—TO—CENTER. 6'-0' SW 3.00/240 0"TOE 6'-0' 116581.8I, H. III, OR N 1866L8 1, II, Ill, OR N GENERAL NOTES 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4). (1)ANCHOR PER EACH CORNER. 1. FOUNDATION PLANS ARE NOT PART OF THIS 'LOAD WIDTH OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10-0" PLAN SET AND ARE GOVERNED BY LOCAL BETWEEN ANCHORS.. JURISDICTION. NOTES 4.ANCHORS SAL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2. THIS BUILDING IS EXEMPT FROM THE FOC 1. PAD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. TO THE SIDE AS.POSSIBLE. -J 101523. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. m 3. REFER TO TIE-DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 0 uJ J 2'x2"GALVAN�'WASHER U, 2'x2'GALVANIZED WASHER WITH 1/r NUT 1/2'THRFMED ROD WITH 1/r NUT OPTIONAL FOR 'HIGH NOTCH OR COUNTERSINK BOLT Z 1/2"THREADED ROD EYES BOLTED TOGETHER WITH 1/2"x2' THRU 2"x4" BOTTOM PLATE (�) OPTIONAL FOR "HIGH SET" BOLT&NUT WITH (2)2'x2'GALVANIZED 1/2"COUPLER 2-x4" BOTTOM PLATE NAILED WASHERS T, AOOLB SHEAR CAPACITY _ 1/2'x5'(400 I.B.) CONCRETE W 1/r COUPLER _ TO 2"x6"P.T. BASE 1/2'x12'FORGED EYEBOLT . . MIN WEDGE ANCHOR INTO SLAB _-- _ MOH. 0 e.• . THRU 2'x4' P.T.BOTTOM PLATE I --- (SEE TABLE I FOR SPACING) �-----=- EYES BOLTED TOGETHER WITH 1/2"x2" • U' BOLT &NUT WITH (2)2'x2'GALVANIZED TYPE 4 11, NI,OR N PAD WITH 1/2"x3' (400 LB SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGRI CONCRETE SLAB BY OTHERS THROUGH WASHERS (2.000LB SHEAR CAPACITY) BLOCKING AS REQUIRED (SEE TABLE 3). CONCRETE WEDGE ANCHOR CLIP OR EQUAL. LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION SC"EARTH AUGER ANCHOR (SEE TAKE 1 FOR SPACING) 0 6/1 /1 8 (SEE TABLE 4 FOR SPACING) SHED WITH SKIDSHED WITH SKID SHED WITH 'NO FLOOR' OPTION TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE —1 Matthew T. Baldwin P.E. • TIE-DOWN - DETAILS - Florida License 64608 Sh6ot: AD-1 OF 1 I F -