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10-10375
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 10375 BUILDING PERMIT ' $ , < T - 0 `.g 40-4 y ' ; ;; ' r mass ° :- - , a. § ° a {. a rig Permit Number: 10375 Address: 4241 SKY DIVE LN Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: SHED INSTALLATION Township: Range: Book: Proposed Use: COMMERCIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 18- 26 -22- 0010 - 08600 -0000 Improv. Cost: 1,400.00 � 7 . 7 °7 TY ; AZIESSEM Date Issued: 4/16/2010 Name: CI OF ZEPHYRHILLS Total Fees: 85.00 Address: 4241 SKY DIVE LN Amount Paid: 85.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/16/2010 Phone: Work Desc: INSTALLATION OF 13 X 30 SHED `"F' :5 V°, U N , -« ��: EES 0 X 25 0 BA - U ION 60.0 - - - E .0 K • BUILD D FIVILQ � �3 1 2 /ha (A 4 • "4 Nor 7A,,�_� �".. . a , , IT R 2ND R• - LUM: MISC IN ULATION EILIN FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE -METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE -SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. 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, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "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 ording your notice of commencement." tir _ CON RACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION — 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER -0YRii, 1 _ ti VP 'i ll l L City of.Zephyrhills BUILDING PLAN REVIEW COMMENTS Contract omeowner: Z ( j Date Received: iJ/ °- /0 �/ Site: 4/ &.-L //Aee-� Permit Type: '� Ili .�� - - „ // Approved w /no comments: ❑ Approved w /the below comments: ❑ Denied w /the below comments: ❑ LiLx(i- Ks_c2Aof - g 6_ Flper-714) 1 frgst-s)• \s. MOO > L' FriPL t261/ - uo i0 tct &. ("<-- Pgaufrlsg- e).)-r-TfiulAkt-r- OP 11/1/20it--) This comment sheet shall be kept with the permit and/or. p lans. t � � ro Kal ' Switz — s Examiner D to ontractor and/or omeowner (Required when comments are present) • . * ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780-0044 FIRE SERVICE USER FEES Occupancy No.: f Plan No.: / -'i► Contractor: ���v9�A (CJ7��� v ��„rc./ Business Name: 1 13 11 Z Billing Address: Business Address: Air2VAIti,X 1 Business Phone No.: Billing Phone No.:S� //y:, Business Fax No.: Billing Fax No.: Contact: Contact: I PLAN REVIEW FEES _ INSPECTION FEES _ PERMIT FEE I _ FALSE ALARM FEE R Site Plan N/C — Annual N/C — Sprinkler $50 — '1st Alarm N/C Multi Family /Come - - 06 sf _ 1st Re- inspection N/C _ Standpipes $50 — - • . 2nd Alarm N/C (Minimum Ch _ P — _ — 2nd Re- inspection $100 Fire Pump $50 3rd Alarm N/C 0 Plan Revisions :. — 3rd Re- inspection $250 — Hoods $50 — i4th Alarm $100 ■ 4th Re- Inspection $500 — — Fire Alarm $50 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until _ LP Gas $50,1 _ .6th Alarm $200 0 - 25 Heads $50 violations corrected) _ Natural Gas $50 _ NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS Fuel Tanks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 ` Sparklers $1 0x] 0 Per Riser $50 Hydrostatic Test $65 per system _ Fire Works $50 FIRE PUMP Acceptance Test $45 per system _ Camp Fire $25, 0 Per Pump $100 Hydrant Flow $75 Controlled Bum $100 FIRE ALARM SYSTEM _` Hood/Duct $50 R 0 - 25 Devices $50 _ FIRE ALARM SYSTEM _ Place of Assembly $50 Annual 26 plus Devices $100 _System Acceptance $50 _ Fire Protection $25' SUPPRESSION SYSTEMS — Recall Acceptance $50 Flammable Application $50 Annual — Wet $50 _ OTHER _ Waste Tire Storage $50 1 Annual — Dry $50 Fire W all/Smoke Wa ll $15 _ — p er wan Generator < KW $100 150 CO2 550 — LP Gas Gene — $25 per tank _ Generator >30 IM! Other $50 _ Natural Gas $25 per system _ Bio-Hazard Waste $100 Annual KITCHEN EXHAUST _ _ Fumigation Tenting 550 0 Hood/Ducts $50 _ Tent 10'x10' or greater $15 per tent _ Torch Pot/Applied $50 OTHER — Fire Pump $45 — Haz. Materials $100 Annual LP Installation per tank $50 — Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) $50 _ Exhaust Hood/Duct $30 El Natural Gas Installation $50 _ Re - inspection DBL (Per System) (other than annual) 0 Spray Booth $50 D Inspection scheduled DBL and cancelled less than El _ 24 hours — Construction Insp. N/C Emergency Vehicle Ac $50 FALSE ALARM PLANS TOTAL— INSPECTION TOTAL' I PERMIT TOTAL TOTAL' O GRAND TOTAL ' F ' Comments: Date: /A. InsA ...r -Te .//"..,/,97..---/..___ , 813 -780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department M 7--C Date Received 0 I -- 0 1 2016 Phone Contact for Permitting 01 355 __ I / 9 ) III Ilit11IIIIII Owner's Name 1.51 yes ) ye CITY CJTy of ZI1'I Y/emee, s Owner Phone Nu • –6/3 MO !3 ? ? Owner's Address '/Z7 -/ $fr Y4" 1E /A , E Owner Phone Number Fee Simple Titleholder Name t IY s i i! -60 /fe' Ll Owner Phone Number 8/2 – 1 Fee Simple Titleholder Address J ' / JOB ADDRESS 9211/ S /� ) d /Y",6 01/C LOT # SUBDIVISION Al 4' PARCEL ID# li 2 - 2z'oo /o a6Goc "moo (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT I 1 SIGN 1 1 MOVE I I DEMOLISH INSTALL REPAIR PROPOSED USE 1 I SFR 1 1 COMM OTHER TYPE OF CONSTRUCTION I 1 BLOCK 1 I FRAME 1 1 STEEL 11 OTHER DESCRIPTION OF WORK L-/ C∎97 - g/s r- - vi o rov e slzJE'.36;& sj,i (&97z •S'771/ ole BUILDI ∎ SIZE /3 I X,3o / SQ FOOTAGE 3 92 HEIGHT /L — D / / "O s_ — rd BUILDING $ / � 7 021 N i 7- I` . 1 Yt i ( ` �" / �-- VALUATION OF TOTAL CONSTRUCTION I - .E. 1 I PROGRESS $ AMP SERVICE ROGRESS ENERGY � 4 ✓�/ �. , , , 1 1 I 1 PLUMBING $ ✓1 ^ I / ' " �� , I 1 MECHANICAL $ / VALUATION OF MECHANICAL INSTALLATION ,o ff, I I GAS I I ROOFING 1 1 SPECIALTY 1 1 OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 IYES I ` INO 1 , BUILDER / ��� j COMPANY 04,966-:- C:0014'11-1-1477749j ! 1 IC- SIGNATURE ' `"' REGISTERED 1 Y/ N . 1 ' FEE CURRENT 1Y / N I Address License # ELECTRICIAN SIGNATURE f A REGISTERED 1 Y/ N . 1 FEE CURRENT I Y/ N 1 Address License # PLUMBER SIGNATURE � A COMPANY REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N I Address License # T MECHANICAL / f � / /_) COMPANY SIGNATURE ✓ 1' - REGISTERED I Y/ N 1 FEE CURRENT I Y/ N 1 Address 1 License # OTHER /, ✓ v X A COMPANY SIGNATURE REGISTERED I Y/ N ,I FEE CURRENT I Y/ N I Address License # P 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 (3) 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 $5000) 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 (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey /Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any 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 taw, both the owner and contractor may be cited for a 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. Furthermore, if the owner has hired a contractor or contractors, 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, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES 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 buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. 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 release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, t certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: 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. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers- Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be Mused in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I 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. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, 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 issuance, 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 requested, in writing, from If Building Official for a period not to exceed ninety (90) 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 F kILURE 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 • R AN ATTORNEY BEFORE RECORDING YOUR OTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 1 7 ∎ 3 OWNER OR AGEN ' � .K -� I 44 ( CONTRACTOR / ` ' • Subscribed and sworn to (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this by by Who is /are personally known to me or has/have produced Who is /are personally known to me or has /have produced as identification. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped t 't7 Q Z .tk. , 3 , y Li , R - Y 2;.. ■ dommis I . ill ,IN 14 t t 4 r ' ! CI ', : rt 1 m ,,,,a,„*.,,.,..,,,„„..,,.4,..,. „(,,.,,,.,.,... - 2� 5 z x > ,....,,,„..., Y �z � 4 z m �, �'� • • - : ' , e ... 0 , t, .. . , .. %• -• -• (53.17) , ... (33 SIR(1J2) Poe 1810, : .- PAR DIRECTION OF ' TA" r ce- \mow (1i..) \ . . . . .-. . „ - ' 1 3 t eie ' TRACT 86 /te, - ' • * -n. • -4P, •..3, g i 1 STORY METAL ] - + - 1 4 cir V Z Wi E l p 1 H - l a y E R V PL.; ■ s (S) HAVE B ' : , ,Allartcp ie: _ PRIOR TO FRAUE 0 - — 3------1-- ° 1 Fr-79. — irt ‘Ir .9 Ir FENCE ANI -° AIR WO 4 g : ItAPROVDAI 110.3' i 1-7 , , . N--. -„ 2 Vtt 'rt. 0 it SWALE ------"' a -• -. g z ca w ) 1 11 z. . J . Claw= ,„.....: . , :,- 4" 14 * i s 1 - , , ' ''' . 7-,......,,, ...,,,., .. 8, + . '• .,/ -t- 1 ma -- k*I. m , 7c,-. .4,4 euNKER it \,..,.. ..„/ . , , .. , co 57.0' -4-.., —, pitopasEd Mali to 607°^1 K -A, 4 ...,... - t;f-T 1 ' 47.1' + + >> '‘' ta. COWL./ 1 STOR Y Itt '4 -r.lo loco II a BUILDI FF=80.65 — 107 4 2 ( 12( 2 tk. 1 4 Iri 47.1. A., — 1178.04 . 11‘.X. +,,,, 1 . -4 3 •'& ' ' .A> SgetiVE la4A)E kk>3 , 0 pl:TS.-■ k j. 1 . 5 ...............„ Re \I\ ie9 ‘ r \‘°k1111". (fi' 4- ‘45ik ti... 90` Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended b be a final approval of the submitted plans. It is the , '' , contractor's sole responsibility to ensure that the plans are in \' o\ -. J v ' --', complete =plaice with all applicable NFPA codes and , , :c •''' , .CA -)\-"' ' local ordinances. In the event that further examination or N' site inspection reveals areas of non-compliance, it shall be c c , , . • ,‘ the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure b be in compliance wlth alt applicable NFPA Codes and local ordinances. 3' - 'ii ", . . 1 rti -74 --I z... 0 Us 0 "S" (1) ‘15, ..X la ": — e.4 Z r› w 0 M N 0) ('' 0 :0 ""%-. E. 4Cf 41 I W , k_ 03 R S c ( . 01 m o (,) ca x al c k-kl ci,. N co 0 0 % . m u) IN 1 tk. iltb 1 1 l k.. 1■1 r'41;',git% o 4"-1- ( t ■ I . t 6 4 . 4 1 .. ' STATE OF FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS `Dedicated to making Florida a better place to call home' CHARLIE CRIST Gov THOMAS G PELNAM &cretin October 25, 2007 Mr. Donald E. Smith Smithbilt Industries, Inc. 1061 Highway 92 West Auburndale, FL 33823 RE: Manufacturer Renewal of Certification, ID MFT -208- - Expiration Date: November 06, 2010 Dear Mr. Smith: It is my pleasure to inform you that Smithbilt Industries, Inc., located at 1061 Hwv 92 West. Auburndale, FL. 33823, has been approved under the Manufactured (Modular) Buildings Program, as provided for under Chapter 553, Part I, Florida Statutes, for the manufacture of Storage Sheds for installation in - Florida. Design and production of the buildings must be approved for compliance with the current Florida Building Code (FBC) by your selected Third Party Agency before manufacturing begins. Your Third Party Agency is a contractor to the Department and has statutory authority and responsibilities that they must comply with to maintain their approved status. Expect and demand quality plans review and inspections. Each FBC change will make your plans obsolete until they have been reviewed, approved and so indicated [on the cover page of the plans] for compliance with the FBC by your Third Party Agency for plans review. Please ensure that your plans are in compliance and properly posted on our website to avoid embarrassing work stoppages in the permitting process. All site related installation issues are subject to the local authority having jurisdiction. Unannounced monitoring visits by the Department's contractor will be made at least annually. Complete access to your manufacturing facility and records is mandatory to remain compliant with the Hiles and regulations of this program. Please visit our website at www.floridabuildlnct.orq to see valuable information on the Florida Manufactured Buildings Program. A copy of this letter must accompany applications for local building permits. Si ely, i {{ 1-14,41 chael D. Asho VV Manufactured (Modular) Buildings Program Manager Cc: Danny Kennemur, NDI 2555 SHUMARD OAK BOULEVARD TALLAHASSEE, FL 32399 -2100 Phone: 850- 4 88 - 8468 /SUNCOM 278-8466 Fax: 85 0 - 921- 0781/SUNCUM 291 -0781 Website: www.dce.state.II.us COSIMUMTY PLANNING AREAS OF CRITICAL STATE CONCERN FIELD ofmtrIn HOUSING AND COI,/lmJNtrf DEVELOPMENT - Phone: e50.436 -Z7 uNCOM 276 2959 Phone: 305-269 -2402 Procne 650.46E•7958BtM�Ol12 5-7v56 Far. e5W s 69.3309/$UNCCM 278.3309 Fe 305-299.2442 : Fax: 050.4G15623/SUNCOM 292.3823 5923 • • SMITHBILT INDUSTRIES INC. PORTABLE BUILDING ANCHORS BUILDING ANCHOR SCHEDULE BUILDING SIZE NO. OF ANCH. © NO. OF ANCH. @ TOTAL ANCH. EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. 8',10',12' &14' WIDE TO 24' LONG 2 — 4 48' 2 1 6 50' _ 2 2 8 20',22' &24' WIDE TO 24' LONG 4 — 8 48' 4 1 10 50' 4 2 12 - BUILDING ANCHOR DATA MODEL BAR EYE HELIX UPLIFT CAPACITY NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1/2" 1 1/2" 4" 2500 Ibs. NOTE: THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA 2004 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7 -02. WIND LOAD: 150 MPH BOLT THRU ANCH. & 2x6 SKID OR HEADER BEAM w / "0 x 4" LAG BOLT SKID (TYP.) w / "x2 "0 WASHER SIDE ANCH. DBL. WIDE - -- -- -- • -- ONLY • I , BAR .E -- ------- - - - - -- 1 l HELIX END ANCH. ANCHOR SPACING PLAN TYPICAL NCHOR 7/14/D7 SCALE NONE DATE LOCATION OF JOB McCARTHY ENGINEERING. INC. PORTABLE BUILDING ANCHORS DRAWN BY DU 1 30 05 ANYWHERE. FL _ 1 T STRUCTURAL CONSULTANTS LAKELAND. FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS CNECKEO BY W.MA 1 30 05 2225 EAST EDGEMOOD COW S A1E 4 - LAKamo. FL 33!0.1 CHECKED BY PROJECT NO. PHONE (NU) 667 - 069 • FAX (663) 667 - 1790 SMITHBILT INDUSTRIES, INC. =REIGATE OF AURIOWZAT9L Nn 6394 AUBURNOA4,E. FLORIDA WG. 05147 Mfoem J McCarty P.E. 24553 O NO A -1 'REV' 1 , Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 f? -mail: kbarnett(a fire. ephyrhills.11.us Plan Review #: 10 -033 Project: Portable Shed Installation Number of Pages: 5 April 16, 2010 I have received and reviewed the plans for the installation of a shed located at 4241 Sky dive Lane and will allow the project to move forward. Please note that this review does not eliminate any further requirements as the project continues moving forward. By receiving permit, contractor acknowledges to comply with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Minimum separation distance between the shed and any adjacent building (bunker in this case) shall be a minimum of 4.08 feet per NFPA 80A, Table 4.3.7.3. 2. There shall be no attached roof system tying in other areas and or sheds without increasing the distances per NFPA 80A. 3. Install a certified fire extinguisher in a cabinet next to or on the shed or within the immediate area of the shed as long as it is visible. Inspections Required: 1. Final) J aw KERRY A E T, FIRE MARSHAL ** *Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non - compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. • Y 1 :\‘ '.., I-- . 1 i N .a — ,: ; . : : :: , 2 :: Li..i i �Nr.{ I 6 d 3 g ! Z u CN 1;1! Q N n yl c ° .line ii!ji§iiiii s6 �k NY ° 4f p .; �' � \ ��C i �� � � Rp p gg1.�4y. y. ! ,� ��\ // CC N V� O`�pi N Te yW��y� � ..N �I t H n .� 3 �5 lW 5 s mi l L - � CeC$h i <aR YRY$ § � i a W G < I CI ,� lif ^ .V H Y ..1 N A 41 Oi � i ` 1 i.,141; I t R.-7' t---- , L :: t ii I --‘4, ., NV...,:l., --N.8 1 f ( I . ..., ....:,..... , ...1\v/a.NVE,ilij 1 / 17 / P • fit. 1.....- 4 3 8 i - X i 3 i. V illi ‘""" 1 , 1 /1110 — ' i .1: :1:1 . -r m .4 "E r m a IFILIAFC&4\1011,\\11111■WO, h 4 1 ,: k :::. r , k,-44■1iiiLlirihNt ,,,, \ , 0 .rZ s rrZ 1E3 4. �� ti =� " C , O aji 1 +Z -r ,rZ Z .4 \. > /4. 1 111 (avd0 woo) ~ t, Q \i, r "• Z 1 c i L C , ., W .. Z/1 C - .Z ti i t 1 • " " �I' I rZ -Z 1 4 ^ rZ I W i hII �_ � I Z it W� " " W Iti N LJJ t .I < h h h u I } trZ I � i E !_l I L ............„......... „-- "( 1 I /ror i i ..iU .:G ;5 C L l y CJ _.�{y N C j nC W >& G a I W .,Z/1 9 .1 -.1 4 rj P V' .Z/! 9 -2 .1 - 5 Sow a ? $ ., VI ..pp N <n N t .s -.9 - ( 4 1 F .5 "m� Q p}y O • I ON F4 ¢ W0 + 0,; u ..,�. b 11 m�u f C / � L4 ryo .e V .,..I Sri 1 ' , I 1 1 ,Z /! Z 1 - ' \ — . - T ii li 77 - allimii�� 1 ,'\ z 1 . - L .- o o i \ O o 1 1 O .I L O (5'. „ 0 .I a $ t ;i 3 W , _ O o ry (at,' srscr 9 r 1 4 's 1 ;1 (9Nd9 M ]Ow s 3 C " , ,, O " a qa6 " O N O 4 3 h v ('duJM39rrt Q QN /� LI J (� ' g S W G i N �+--- _ W II} in vl ' �� r�6dN I __ c„ " 1 �U GENERAL NOTES: THIS FOOTING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS T.L. HANSON t ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL ENGINEERING COMPANY, HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING ( INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS: LIVE LOADS - 40 P.S.F. DEAD LOADS - 10 P.S,F. ROOFS LIVE LOAD$ (TRUSS TOP CORD) - 20 P,S,F, DEAD LOAD$ (TRUSS TOP CORD) - 10 P,$,F, DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.$,F. ASSUMED TRUSS $ELF WEIGHT ( DEAD LOAD) - 1 P.$,F, WIND DESIGN ASSUMPTIONS: WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR ■ 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT - LO ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT ■ + / - 0.18 COMPONETS 4 CLADDING PSF ROOF ■ 14,9/ - 50.1 WALL ■ 25.91 OVER HANG ■ -81.2 SOIL BEARING t COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F.( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS R FOR VERIFYING THAT THE SOIL ON THE SITE 1$ PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING T.L, HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY, DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T,L. HANSON t ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C -90 AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR $ REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTMA -615. LAP SPLICES WHERE REQUIRED $HALL BE A MINIMUM OF 25" FOR OS REBAR 30" FOR 0 6 REBAR AND 35" FOR +1 REBAR, GROUT FOR THE POURED CELLS AND LINTELS $HALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P.S.I. ( WHEN TESTED PER ASTM C -1019 ) PROVIDE CLEAN OUT OPENINGS ( 12 $Q, IN, ) IN CELL$ CONTAINING SPLICED REINFORCEMENT. WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT THE CLIENT UNDERSTANDS TWAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION Ma FOOTING FLOOR PLAN 3/4 = 1' O" 5CALE FLOOR OF MODULAR BUILDING DOUBLE 2X6 BEAM (2) SIMPSON METAl2 STRAPS POURED AT TOP OF EACH PIER AND NAILED TO BEAM 8 "X16" BLOCK PIERS AS SHOWN ON FOOTING DRAWING WITH (2) 0 5 VERTICAL REBAR FROM FOOTINGS BELOW BOTTOM OF RETENTION POND 8 "X16" CONTINUOUS FOOTINGS WITH (2) •5 REBAR ON CHAIRS TIED TO 0 5 VERTICAL REBAR IN PIERS 1 1 4 11 lool —51 OF 1=00tING SECTION DETAIL. 3/4 = 1' 0 SCALE ORIGINAL MODULAR BUILDING MANUFACTURE IS RESPONSIBLE FOR SETTING BUILDING ON THERE SUPPORT PADS AND ANCHORING THE ENTIRE BUILDING AT THE LEVEL GROUND AREA AND RETENTION POND AREA. WE HAVE ONLY DESIGNED THE SUPPORT PIER SYSTEM AND THE TIE DOWN TO THE PIERS BASED ON THERE DRAWING$ OF BUILDING, REV18W We CffY OF /- F-P• {YRHILL pLA1 IS EXnMINEIk____- ALL WOMC SHALL CON�Wl y WITH ALL PREVAILING CODES, fLORIDA BUILDING COIF ,PATIO \AL LLEC.T1�IC CODE AN'I CITY OF t",E Ii�'RHILLS O'1?1NANCES ` Q ( C_ CI V41 �va(T I HEREBY CERTIFY THAT 1 I! ;:3 REVIEWED THE ATTACHED DESIGN8 AND FOUND II TO BE IN COMPLIANCE WITH CHAPTER I6, SECTION 1609 Or' THE FLORIDA BUILDIING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - IQO MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA 5UILDING CODE, AND ALL 2009 SUPPLEMENTS �--& IZ6 It T.L. HANSON P.E. LICEN82 NO. 38&34 P.O. 50X I INk, DAD6 CITY, FL 33526 ny N� t� y Z�(M Q y 06 W M to -4 Ry1c�- �JVNQ�: Z 4i 2�pN� W O W h tZ O O X U N� (L �'2* zz oy Z LL :t V' O z z Q� ~ z n m �i Q O _N Q Q1 } 0 z Q Q 0 uj Q � � Z Q ~ zA lU � z p Q P�