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HomeMy WebLinkAbout477 Carriage Cove Way 17-1788; MOBILEHOME SETUP REPLACEMENTJob Addre Parcel Ill: Type of Wi Description of Work: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /00 O Documented Construction Value: $ I. 000 Historic District: Yes No Residential- Commercial D Change of Use Move Plan Review Contact Person: t'1 Title: Pho09(0' 'a r)' (9'35'5 Fax: g Email: a Property Owner Information Name ! ' I nffiLLIm1i1' dens Phone: Street: 6 1-11-1 yrn nK 11 n Resident of property? City, State Zip: 8 a rM PA P I& M I Y &D3 Contractor Information Name emn ar k-s R CcA rrk hnS Phone: i)` ll ii@()_ (0-i-55Street: P.), Y 1 101 Fax: 1- 6 _ 1 K61 City, State Zip: :E I ,:JD 1 ' )D ' State License No.: H - I OR 5 19 1 Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Q-` Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. VO\ FBC 105.3 Shall be inscribed with the date of application the in andcodeeffect as of that date: Sm Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. a 1 Signature o 0 a g t Date of AWu%A.L - --- MY COMM1SMN 9 GO 020M p(p1R .S: Aug'.o id, 2020 SWW" TW Notary PuM Undonllftl cm J?Cg&l S- 1-1 Signature of Contractor/Agent Date 12 Cb I1 7nt Contractor/Agent's faste Name ln 6n... WCOMMM0N # QQ 01W VPM-Au0udt%2= le, Bonded Thu Noteq PAft UnftWbN 11 Owner/Agent is ersonally Known to Me or Contractor/Agent is rsonally Known to Me orProducedIDypeofIDProducedIDTypeofID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: N11in. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS ZONING: 2t I UTILITIES: ENGINEERING: (a 4 OOFIRE: WASTE WATER: BUILDING: 3k 6 •a- 1 coNIN1ENTs: fio Se A "Q tO , X l08 ' ME 6 it 6y L DY1 q13* -M \Z0' 1k), "'Ift1mom l0' wajcd :SejaImiftfnd5- t S' de a 3 rear Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 11, X 1%9, Address: N "1 -1 CARR-\&C—F.- Cop,*- cj"r'-f BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building 10 1000 Mobile Home'.011 Dowri 1000 Mobile HoeBuildmg Firial Pre -Demo Final Demo Final Single Family Residence Final Commercial — New Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole 1000 Mobile .Horne: Electric VftiAl Min Max Inspection Description Roof Storm Drain Rough Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000, Mobile HomePlumbing Final Min Max Inspection Descri tion Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mobile. Home 1Vlecharucal Final REVISED: June 2014 THIS 1NSTRUM NT PRE ED BY: Name: Address NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: i i liii ii Ili! I{I IIII II I1 1 1 GRANT PINLOYP SEt`INOLE COUNTY CLERK OF C 1R.CLJ1T COURT t„ COPIPTROLLER is - CLERK'S '- 2017C159578 RECORDED 061/14/2017 02-21.-23 PI1 RECORDING FEES $1.0.00 RECORDED BY jeckenr•a Parcel ID Number: I a ` ac —:;Sc)' -i-Io 1 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. OF PROPERTY: (Legal description of the GENERAL DESCRIPTION OF ree aimpie i nie HoUier (it other than owner) Name: rersons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienoi's Notice as Provided in Section 713.13(1)(b), Florida Statutes, Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a differentdateisspecified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE 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 WITH YOUR LENDER OR AN ATTORNEY ry` BEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury,) declare that I have read the foregoing and that the facts stated In it are true O to the best of my knowledge and belief. IV er na re s Printed Narpj Florida Statute 713.13(1)(9): • The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead. d, e, Y State of County of vThe forego in nstrument was acknowledged before me this day of 20 c_ LU p+,,Jby 1, v L/ Who Is personally known to me 1- 4 Name at pqon making statement Cr y- OR who has o tr iE' ntification produced: c cx p= roc0 W 14, 225 ea tall Q4-N.z CIC w otary Si V V < u"r RECORD COPY C:' Z W ZONING BATE 0 5e- P Zlo x 6S mob; le. co, Y. 5, Si d2 and rear yarj s4aLk: . df-kve. V'A l j\ 6ANA t S 1'v'. POP CODE COMPLIANCE LA/NS EXAMINER tp 3. -)-I ) DATE ORD R ILMNj MVISION SSUED SHALL BE CONSTRUED TO BE A PROCEED WITH THE WORK AND NOT AS Y TO VIOLATE, CANCEL, ALTER OR SET F THE PROVISIONS OF THE TECHNICAL SHALL ISSUANCE OF A PERMIT PREVENT LDING OFFICIAL FROM THEREAFTER A CORRECTION OF ERRORS IN PLANS, CTION OR VIOLATIONS OF THIS CODE A; OILD/NG SAfl. f`?a 1 7 - 1 7 8 8 Y\0Lx WOO Bedmmrk Or.«rp OPT. BEDROOM-5 Famly Room Oft..w RuilI w- t4v------T Roan Bedroom-2w i oaM Ol.o.w i I i Opb'M i L---- 1t-CeaV ---J OPT M OP1 WASH. DRY 11-7- aw GAQ EN TVD MODEL 261-H4684A 4 SEOROOM,2 BATH ACTUAL SIZE: 26'-8"x68'- TOTAL AREA: 1.81380.17T. OPT. GLAMOUR BATH-1 OPT. GLAMOUR BATH-3 OPT. GLAMOUR BATH-2 DAPIA SEAL MODIFICATIONS MODEL: 261-H4684A SHEET: 2 Added another Glamor Bath Option GCJKO 3.27-15FEM3AddedOptSGDtoDiningRoomGC3-30-15. TITLE:4.®14OmitedFluttedDrywallBtwksGC"5-15 13LACKLINE 5 Revised Fomne Install GCK106.27.16 PROPRIETARY AND CONFIDENTIAL DRAWN BY: Vinny DAM 03-21-14 HOMES O M E R I Tom" PATHE GeDRAWINGS AND SPECIFICATIONS ARE ORIGINAL. REV. E OPRIETARY ANDCONFIDENTIALLIATER:ALS OF NAMPIO& pt V r.w1-I uev ann c Aor I AtlC !`1TV CI '2.0nr.0 COPYRIGHT 0 1976.20D76Y CHALIPION _ 1—BEAM Dcl) 16-10" 7 30'-5" 8'-5- 8'-5- 20'-9" I —BEAM 4366# 4366# I —BEAM 0cl) co I —BEAM 2' 8' 8' 8' 8' 8' 8' 8' 8' Z 68' COLUMN BLOCKING SEE SOIL BEARING CAPACITY CHARTS FOR PAD SIZE BLOCKING FEn HOMES OF MERIT TM 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED SIDEWALLS AND EXTERIOR WALL OPENINGS 48" OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE. DAPIA SEAL I MODIFICATIONS PROPRIETARY AND CONFIDENTIAL THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL, PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION, COPYRIGHT 0 1976-2007 BY CHAMPION A-Y MODEL: 261 -H4684A SHEET: TITLE: PIER FOUNDATION S-20 DRAWN BY: Vinny I DATE: 03-21-14 i I Mobile Home Permit Worksheet Installer: License # Address of home being installed Manufacturer j Length x width MOTE: if home is a single wide fill out one half of the blocking planIfhomeisatripleorquadwidesketchinremainderofhomeIunderstandLateralArmSystemscannotbeusedonanyhome (new or used) where the sidewall ties exceed 5 ft 4 in. TInstaller's initials Typicalpierspacing2' J r lateral f Y Show locations of Longitudinal and Lateral Systems longitudinal ( use dark lines to show these locations) flARANEW marriage wall piers within 2' of end of home per Rule 15C Division Permit Number: New Home 0 Used Home El Date; F I Home installed to the Manufacturer's Installation Manual 8 HomeisInstalledinaccordancewithRule15-C Single wide Wind Zone II e Wind Zone III [] Double wide Installation Decal # Triple/ Quad (] Serial # PIER SPACING TABLE FOR USED HOMES Load Footer --- bearing size 16" x 16" 18 1/2" x 18 20" x 20" 22" x 22" 24" X 24" 2V x 26" capacity ( sq in) (256) 1/2" (342) 400) (484)* 576)* 676) 00 s 3 4 5 50s46s 136i 0NRuleoier Tsnar.inn, s interpolated from rahim PIER PAD SIZES I- beam pier pad size Perimeter pier pad size I Other pier pad sizes required by the mfg.) r l Draw the approximate locations of marriage i wall openings 4 foot or greater. Use this symbol to show the piers. List all marriage wall openings greater than 4 foot andtheirpierpadsizesbelow. Opening Pier pad size TIEDOWN COMPONENTS Longitudinal Stabll2in ice`(LSD)Manufacturer ' LongitudinalStabliz vicew/L_ t. Arms Manufacturer_________ j' s'i I Rc iG! Mi1' fIf!l Z.if ANCHORS 4 ft Iq" 5ft FRAME TIES within 2' of end of home spaced at 6 4" oc OTHER TIES Number Sidewall Longitudinal Marriage wall Shearwall Revised November 04, 2010 Mobile Home Permit Worksheet POCKETPENETROMETEIR TEST The pocket penetrometer tests are rounded down to 1 :5,60 psf or check here to declare 1000 lb. soil without testing. XZ7a XJ& X 1L POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at 6 locations. 2. Take the reading at the depth of the Tooter. 3. Using 500 lb. increments, take the lowest reading and round down to that increment. X f7 X" X no 11jam- The results of the torque probe test is —)4d inch pounds or check here if you are declaring 5' anchors without testing . A test showing 275 inch pounds or less will require 5 foot anchors. Note: A state approved lateral arm system is being used and 4 ft, anchors are allowed at the sidewall locations. I understand 5 ft anchors are required at all centerline tie points where the torque test reading is 275 or less and where the mobile home manufacturer may requires anchors with 4000 lb holding capacity. C C: Installer's initials ALL TESTS MUST BE PERFORMED BY A LICENSED INSTALLER Installer Name Date Tested Electrical Connect electridal conductors between multi -wide units, but not to the ma power source. This includes the bonding wire between mult-wide units. Pg. Plumbing Connect all sewer drains to an existing sewer tap or septic tank. Pg. 5-5, Permit Number: Date: Site Preparation Debris and organic material removed _. Water drainage: Natural Swale Pad _tom Other Floor: Type Fastener: Length: ) Spacing: Spacing: Walls: Type Fastener:* min. Length: Roof: Type Fastener:Length: P Spacing: 2© ° For used homeauge, 8" wide, galvanized metal strip will be centered over the peak of the roof and fastened with galy. roofing nails at 2" on center on both sides of the centerline. Gasket (weatherproofing requirement) I understand a properly installed gasket is a requirement of all new and used homes and that condensation, mold, meldew and buckled marriage walls are a result of a poorly installed or no gasket being installed. I understand a stripoftapewillnotserveasagasket. Installer's initials C Type g sket Installed: Pg. Between Floors Yes // Between Walls Yes Bottom of ridgebeam Yes _l% Weatherproofin The bottomboard will be repaired and/or taped: Yes . Pg. Siding on units is installed to manufacturer's specifications. Yes Fireplace chimney installed so as not to allow intrusion of rain water. Yes Miscellaneous Skirting to be installed. Yes No Dryer vent installed outside of skirting. Yes _fG_ N/A Range downflow vent installed outside of skirting. Yes N/A Drain lines supported at 4 foot intervals. Yes t/ Electrical crossovers protected. Yes r/ Other: Installer verifies all information given with this permit wrorksheet is accurate and true based on the manufacturer's installation instructions and or Rule 1SC-1 & 2 Connect all potable water supply piping to an fisting water meter, water tap, or other Installer Signature Y Date "— independent water supply systems. Pg. `\ Department of Growth Management Page 2 of 2 BF27 MH Permit WorksheetBuildingDivision Revised September 28, 2010 467 Swan Ave a Hohenwald, TN 38462 o (800) 284-7437 a www.olivertechnologies.com ® Fax (931) 796-88 Installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, including HUD approved Homes and Modular Building Patent #5503500 and other patents pending GENERAL INSTRUCTIONS: 1. All pads are to be installed flat side down, ribbed side up. 2. The ground under the pads should be leveled as smooth as possible with all vegetation removed. Pads to be placed on fully compacted or undisturbed soil, at or below the frost -line or otherwise protected from the effects of frost.Refer to NCSBCS/ANSI A225.1 3. Pier & pad spacing will be determined by the manufactured homes' written set-up instructions or any local or state codes. 4_ The open cells between the ribbing on the upper side of the pads may be filled with soil or sand after installation to prevent any accumulation of stagnant water in the pads. 5. A pocket penetrometer may be used to determine the actual soil bearing value. If no soil testing equipment is available - use an assumed soil value of 1000 lbs. / square foot. 6. All pad sizes shown are nominal dimensions and may vary up to 1 /8". 7. The maximum deflection in a single pad is 5/8" measured from the highest point to the lowest point of the top face. NOTE: Actual test results were less than 5/8") 8. Pad loads are the same when using single stack or double stack blocks. 9. The maximum load at any intermediate soil value may be determined as the average of the next lower and next higher soil value given in the table below. 10. If the home manufacturer shows soil densities greater than 3000 lbs. When using ABS pads, do not exceed 3000 lbs. soil pier spacings per set up manual. nen eV7e In Ain DAn ADCA inns Dec enn )nnn DCC ¢(III 3nnn PSF Snu Oval 16" x 18.5" 1055-23/AIT-06-1000 288 sq. in. 2000 lbs. 4000 lbs. 6000 lbs. Oval 17" x 22" 1055-16/AIT-06-1.001 360 sq. in. ;< 2500 lbs. 5000;lbs. 7500 lbs. Oval 17.5" x 22.5" 1055-21 384 sq. in. 2667 lbs. 8000 lbs. 8000 lbs. 17.5" x 25.5" 06-1002 9000 lbs.Oval ' Oval 21" x 29" . 1055-22/AIT-06-1003 576 sq. in. 4000 lbs. 8000 lbs. ' 12000 lbs. Oval 23.25' 31.26' 1055-20/AM06-1004 i 675'sq. in. 4694'lbs. 9388 lbs. * 93881bs. in Nn PAn AREA 1nAn PSF Snll 2000 PSF SOIL 3000 PSF SOIL Square 16" x 16" 1055-14/AIT-06-1005 256 sq. in. 1785 lbs. I 3560 lbs. 5333 lbs. Square 18.5" x 18.5" 1055-9/AIT-06-1006 342 s. in. 2375 lbs. 4750'lbs. 7100lbs. Square 20" x 20" 1055-7/AIT-06-1007 400 sq. in. 2750 lbs. 5500 lbs. 8250 lbs. Square 24" x 24" 1,055-13/AIT-06-1008 576 sq. in. 4000.lbs. 800.0 lbs. * 80001bs. ' Concrete blocks are required to be double blocked. 11. Any ABS pad configuration may be used to replace a home manufacturer's recommended concrete or wood base pad. 12. ALABAMA ONLY: The 23.25" x 31.25" ID#1055-20 may not be installed in the State of Alabama. For the State of Alabama all ABS pads shall not have more than 3/8" deflection. See chart below for details on correct installation in Alabama. EXAMPLE: 16' x 80' section (Alabama only) PAD SIZE 1000 PSF 2000 PSF Oval 16" x 18.5" TV TV Oval 17" x 22" 3'0" 6'0" Oval 17.5" x 22.5" 3199' T6" Oval 17.5" x 25 5' 4'0" 810" Oval 21" x 29" 4'5" 8'0" Oval 23:25" x 31'.25" 6'0" Revised 04.29.11 Page 112 13. TEXAS ONLY: 17.5" x 22.5" ID #1055-21 and 23.25" x 31.25" ID #1055-20 may not be installed in the State of Texas. 14. Steel Piers: All pads are tested with steel piers on 1000 PSF soil density unless otherwise noted. (See 15) If required, attach with (04) 2" #12 x 1/2" hex tech screws. Minimum Pier Base 7 1/4 inches. The Mulit-Pad configuration 35" x 25.5" ID #AIT-06-1002 (03) requires minimum 9 Yd' pier base. 15. Available pads tested on 2000 PSF soil density using steel piers are: ID #1055-14, 1055-9, 1055-7 and 1055-13. 16. CALIFORNIA: Use an assumed value of 1000 lb/sq. ft. unless engineering and calculations are provided. INSTRUCTIONS for Mulit-Pad Configurations ABS Pad Types Oval 16" x 18.5" Pad 2.00 Square Feet ID # 1055-23/AIT-06-1000 Oval 32" x 16.5" Pad Configuration `03 4.00 Square Feet Oval 17- x 22" Pad 2.50 Square Feet ID # 1055-16-AIT-06-1001 Oval 34" x 2T Pad Configuration (03) ` 5.00 Square Feet - Oval 17.5" x 25.5" Pad 3.00 Square Feet ID # 1055-17/AIT-06-1002 Oval`35" x 25.5" Pad Configuration (03) 6.00 Square Feet MAXIMUM PIER LOAD IN POUNDS: Soil Bearing Maximum 8" Cell Block Value Load 32"x 18.5" Pad Configuration Single Stack 1000 Ibs. /sq. ft. 4000 lbs.- Double Stack 2000 lbs. / sq. ft. 8000 lbs. 34-x 22" Pad Configuration Single Stack . 1000 lbs. / sq. ft. 5000 Ibs. Double Stack 2000 lbs. / sq. ft. 10000 lbs. x 35"25.5" Pad Configuration Single Stack t000lbs. /sq,ft. 6000lbs. "- Double Stack 2000 lbs. / sq. ft. 12000 lbs. 9E Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked. STEP 1 - 17" x 22" ABS Pad STEP 2 - (2) 17" x 22" ABS PADS STEP 3 - Complete Assembly Note: Use 2 blocks side by side for soils (34" x 22" Configuration) 34" x 22" Multi -pad Configuration rated at more than 1:000 lbs / sq. foot) 1. General instructions (on reverse) apply to all multi - pad configurations. 2. The 32" x 18.5" pad configuration is formed by using (3) 16" x 18.5" ABS Pads. Place (2) 16" x 18.5" side by side, and place (1) 16" x 18.5" on top, laid in the opposite direction to the bottom pads. 3. The 34" x 22" pad configuration is formed by using (3) 17" x 22" ABS Pads. Place (2) 17" x 22" pads side by side, and (1) 17" x 22" pad on top. The top pad is laid in the opposite direction to the bottom pads. 4. The 35" x 25.5" pad configuration is formed by using (3) 17.5" x 25.5" ABS Pads. Place (2) 17.5" x 25.5" pads side by side, and (1) 17.5" x 25.5" pad on top. The top pad is laid in the opposite direction to the bottom pads. Revised 04. 29.11 Page 212