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HomeMy WebLinkAbout478 Carriage Cove Way; 17-1850; MOBILE HOME SETUPd.E Qf JUN r 2 0 2017 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 1 4 6. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address:H—^I8 CCarri aC '_ Cove I-)a CJ Historic District: Yes El No Parcel ID: 1.- ' 0-?0 -bt-; , ccC Residential aCommercial Type of Work: New Addition Alteration Repair Demo Change of UseEl t- Move Description of Work: Mob I Ife N ,noe roe-4Lin &Iola C 0 I(ner' - -, 9 0 / O 1 1 Plan Review Contact Person: Title: Utfaf inQl'1ager Phoneb9- 4a9" b365 Fax: J Email: D iCQ ,C, , )5SPYV, L con Property Owner Information Name , mmun ll (n Street: City, State Zip: Phone: Resident of property? : Contractor Information Q t Name . n /!y Phone: 30 (p - (4 7) -U3^Jr Street: P. C) (7 J Fax: - Tyci5 - l 1 City, State Zip: NeLO m o3170 State License No.: Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: _ Mortgage Lender: 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. 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. ' 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 be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee 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. Signature ge Da w _ i Personally Known to Me or Type of ID Signature of Contractor/Agent a Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: to Z FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: ;F 6-i- COMMENTS: .--,(J Lie' anab ; -Q an b -7 ' - 60 ' o- y WA n IMznifylQ'(l 10'-'V'OYAA-- anti 5' s ae a Sew a dk<& . lr1 Ckx rn r r-e t.Jo y w d-1.1 s l Revised: June 30, 2015 Permit Application 111111119111111111111111111111111111101THISINSTRUMENTPREPEDBY: Name: Address: r- NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT NALOYr SEMINOLE COUNTY CLERK. OF CIRCUIT COURT P. COMPTROLLER. OK 39•-2 2 F'3 1191 (P'9s I CLERK S T 2017059579 RECORDED l l6;'14''? 117 02'=?'1- 23 PM RECORDING FEES $10.00 RECORDED LO't Parcel ID Number: 1 ea' 90' S0i 3CO'Ok J 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. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) GENERAL DESCRIPTION OF Fee Simple Title Holder (if other than owner) Name: Persons 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 Lienor'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 different date is specified) 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 BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. own s ature e s Printed e Florida Statut ( e owner mus a notice of commencement and no one el ay be permitted to sign in his or her stead." State of J10KIW Countyof o The foregoing instrument was acknowledged before pm ee this day of , 20 by 1 I\jQJ Y (x Who is personally known to me Name of person makings tement of identification produced: 600M iA, Ii)ii@ C' y J' S a < a a zu 0 Qt_ LL uva 0L"= 0 hcOvDLA- 2 000 z 0 W — i z u J uuav+ ms ry Signature RECORD COPY 1 an otu rear y8, - 18'x ar as REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE A P1 RMIT ISSUED SHALL BE CONSTRUED TO BI LICE SE TO PROCEED WITH THE WORK AND NO' AU HORITY TO VIOLATE, CANCEL, ALTER OR SI ASID . ANY OF THE PROVISIONS OF THE TECHNI( CODE ', NOR SHALL ISSUANCE OF A PERMIT PRE' 1 E BUILDING OFFICIAL FROM THEREAFTER REO IRING A CORRECTION OF ERRORS IN PLAI C NSTRUCTION OR VIOLATIONS OF THIS COC ZONING DATE 22 C 3 r Off- i+o Seek u 21 ' x LA'S' mob 1 1n ov nst. o 0. l0'1 x 3' oar W h W hn; ^; r%^ u vv% to' 4 my A- avv Q. 5' Side ar rear- a Se-ZoL CkS . Max i M V M an 01 W184v) %% tel. I 1aq eGve- 1 NEI 1 t11a. ..mil.1 MEN 31111111 "NEI I:Roomj 01111 I low NINON OWN, l on 13, Sol rjmmmmmmm NMI I h.J t e IL1/ t r liIIMlIut6 n!"" V'" NISHENKIIIII MEN moo rt- t r Irep T INNtt NEI o1 r° I .: i I ..m EWR moo MOSER HE 1 t; tea a\ii i IEEEEd E EE•EE•EaTE, zonal, EEEEEEi<l lJi 6 LivingI P r _ __, --- E i EEEt(tl _ ME INN t _ ez OFI JOIN 1 S El EM-1 5 1 ti) rMODIFICATIONS MODEL:, r44; A Redman 1liiCiCJ Homes s r r r 1 Q DOX 2097, . w a CDro L _J I-B i. `M p M 19'-2" 12'-10" L J I l__J l__J L__J L__J L__J BEAM M} 4632# 3350# ofo I L__J I -BEAM L__J L__J L__J L__J L__J - L-_J g. M Mr L __J I -BEAM L__J L__J L__J L__J L__J L__J M 2' II-- T-4" I T-4„ T-4„ T-4" I ,-4„ T-4„ 2' 48' COLUMN BLOCKING SEE SOIL BEARING CAPACITY CHARTS FOR PAD SIZE BLOCKING 1) ALL EXTERIOR DOORS, BAY WINDOWS, RECESSED SIDEWALLS AND EXTERIOR WALL OPENINGS 48" OR GREATER. WILL REQUIRE BLOCKING ON EACH SIDE. Redman n1f'S DAPIA SEAL MODIFICATIONS MODEL: 261 _R4483A SHEET: J 20TITLE: PIER FOUNDATION PROPRIETARY AND CONFIDENTIAL THESE DRAWINGS AND SPECIFICATIONS ARE ORIGINAL, PROPRIETARY AND CONFIDENTIAL MATERIALS OF CHAMPION. COPYRIGHT 01976-2007 BY CHAMPION DRAWN BY: GCK DATE: 01-28-14 a}l laPAR9097HWY100FASTIAKFCITY_ FI 3?0.ri6C'1X r- i• r I Mobile Home Permit Worksheet Installer : r , ( a n License 41•i aa5 19 Address of home I"__ 1 Grt2iCrP C tie, QbeinginstalledC Manufacturer Length x width (p NOTE. 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. Typical pier spacing Installer's initials 2' __7 el/ lateral IShow locations of Longitudinal and Lateral Systems longitudinal (use dark lines to show these locations) Permit Number: Date: New Home Used Home [] Home installed to the Manufacturer's Installation Manual 8HomeisInstalledinaccordancewithRule15-C Single wide r ind Zone II 0"' Wind Zone III (] Double wide Installation Decal # Triple/Quad Serial # PIER SPACING TABLE FOR USED HOMES PIER PAD SIZES I-beam pier pad size /7 S.x S j i - L Perimeter pier pad size / 2 I--•----------- ff Other pier pad sizes required by the mf . 9) r : Draw the approximate locations of marriage 171 merrlage wall piers within 2' :endof home per Rule 15c 3 wall openings 4 foot or greater. Use thisO'•' symbol to show the piers, Lj List all marriage wall openings greater than 4 footandtheirpierpadsizesbelow. 1....................,....,..........t..........t..........OpeningI........... ,..............'..... !.....;....:........._..... I I !..........!.......:.......,....{..... i..................i.....i....: Pier pad size1.....1....................._ ;..... I i I ................... ....;..... i , ; ....!.. .....i...... r , ,..... .. i I y j i/ I i..... iL....1.... I ; i `{..........,.....;..........i.............................f.....j........ i ; ' r....;..... Ii................:.....i.........E.... j....T............+.. i.....1.............. , ; .............1.. i..... I....!..... ( I l.........'.....'..........i.....i..... 1 I , . I....1.....,....,..............!..... ; TIEDOWN COMPONENTS i....,.....!...........i..........: :.........? I _.........: ....i.....+.......... l..... T ;........... :........:..... i . I.....,.........;........ iilizingii ..... ...i....a....r......... Longitudinal Stabg evice (LSD) Manufacturer J ! 0Longitudinalr !....-,..... ! „-j.,,,.; ..-.. ;.....!................i I ! I r ....,....; !.....;.....+.....,...._ :............. I i I, 1 1....!.....:.....i.....,.....i.....:......... i....!.....:.._.ilotr....j Stabilizin evice w%Lateral ArmsManufacturerf.....'........,..... f........:....j.....i.....i.....;.... Department of Growth Management - - ...t. • •- Suildinq Division PanP 1 of ANCHORS 1 y 4ft _ S 5ft FRAME TIES within 2' of end of home spacedpd at 5 4:, oc OTHER TIES Number Sidewall Longitudinal Marriage wall Shearwall Revised November 04, 2010 Mobile Home Permit Worksheet I POCKET PENETROMETER T The pocket penetrometer tests are rounded down to psf or check here to declare 1000 lb. soil without testing. X o xA/ 00 X 1 POCKET PENETROMETER TESTING METHOD 1. Test the perimeter of the home at 6 locations. 2. Take the reading at the depth of the footer. 3. Using 500 lb. increments, take the lowest reading and round down to that increment. X X ) X TORQUETIFO— BE The results of the torque probe test is 2j 0 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 Ib Folding capacity. 0 ( Installer's initials ALL TESTS MUST RFORMED BY'A LICENSED INSTALLER Installer Name C P Date Tested < — 2- —) Electrical Connect electrical conductors between multi -wide units, but not to the main power source. This includes the bonding wire between mult-wide units. Pg._ Plumbina Connect all sewer drains to an existing sewer tap or septic tank. Pg. S S Connect all potable water supply piping to independent water supply systems. Pg. _ Permit Number: Date: i Site Preparation Debris and organic material removed Water drainage: Natural Swale Pad Other Fastening multi wide units Floor: Type Fastener: Length: !' Spacing: Walls: Type Fastener: ength: / Spacing: Roof: Type Fastener: ength: Spacing: > Forusedhomemin. 30 gauge, 8" wide, galvanized metal strip will be centered over the peak of the roof and fastened with gale. roofing nails at 2" on center on both sides of the centerline. Gasket ( weatherproofing requirement) 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 strip oftapewillnotserveasagasket. Installer' s initials C C Type ga at Pg. Installed: Between Floors Yes Between Walls Yes !/ Bottom of ridgebeam Yes 4— Weatherproofing The bottomboard will be repaired and/or taped. Yes . PC 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 V No 1( 9 Dryer vent installed outside of skirting. Ye N/A Range downflow vent installed outside of skirting. Yes N/A Drain lines supported at 4 foot intervals. Yes a Electrical crossovers protected. Yes Other: Installer verifies all information given with this permit worksheet is accurate and true based on the manufacturer' s installation instructions and or Rule 15C-1 & 2 existing water meter, water tap, or other Installer Signature Date r I W- 27 MH Permit Worksheet dingDivisionRevised September 28, 2010 661467SwanAveaHohenwald, TN 38462 o (800) 284-7437 o www.olivertechnologies.com © Fax - 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 1A inches. The Mulit-Pad configuration 35" x 25.5" ID #AIT-06-1002 (03) requires minimum 9 '/a" 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 1 2.00 Square Feet { ID # 1055-23/AIT-06-1000 Oval 32" x 18-5" Pad Conti uration 03 i 4.00 S uare Feet Oval IT x 22- Pad I 2.50 Square Feet ! ID # 1055-16-AIT-06-1001 Oval 347 x 22" Pad Configuration (03) I 5.00 Square Feet I Oval 17.5" x 25.5" Pad j 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 j 100016s. / sq. tt. 4000 Ibs: Double Stack j 2000 lbs. / sq. ft. 8000 lbs. 34'x 22" Pad Configuration Single Stack 1000 lbs. i sq. ft.. 5000 lbs. Double Stack 1 2000 Ibs. / s . tt. 1 100D0 lbs. * 35"25.5" Pad Configuration Single Stack 1000 lbs. / sq. ft. j 6000 Ibs, Double Stack 2000 lbs. / sq, it. j 12000 lbs. Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked. STEP 1 -17" x 22" ABS Pail Note: Use 2 blocks side by side for soils rated at more than 1.000 lbs / sq. foot) STEP 2 e (2)1 " x 22" .ASS PADS 34" x 22" Confsguration) STEP 3 - Complete Assembly 34" x 22" Multi -pad Configuration 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 A Installation Instructions for ABS Pads For use on all Mobile and Manufactured Domes, 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 orundisturbedsoil, 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. n nnn n MCA .4nnn oec cnu 9000 PSF SOIL 3000 PSF SOIL Oval 16" x 18.53' 1055-23/AIT-06-1000 i 288 sq. in. 2000 lbs. ` 4000 lbs. 6000 lbs. Oval 17' x 22" 1055-16/AIT-06-1001 j 360 sq. in. 1055-21 384 sq. in. 1055-17/AIT-06-1002 432 sq. in. 2500 lbs. 2667 lbs. 3000 lbs. 1 5000 lbs. 8000 lbs. 6000 lbs. 7500 lbs. 8000 lbs. 9000 lbs. Oval 17.5" x 22.5" Oval 17.5" x 25.52' Oval 21 :' x 29" 1055-22/AIT-06-1003 j 576 sq. in. 1055-20/AIT-06-1004 ; 675 sq. in. 4000 lbs. 4694 lbs. 8000 lbs. * 9388 lbs. * 12000 lbs. 9388 lbs. Oval 23.25" x 31.25° PAD SIZE ID NO. PAD AREA 1000 PSF SOIL 2000 PSF SOIL 3000 PSF SOIL are 16" x 16" 1055-14/AIT-06-1005 j 256 sq. in. 1785 lbs. j 3560 lbs. 5333 lbs. 7100 lbs. are 18.5" x 18.5" 1055-9/AIT-06-1006 j 342 sq. in. 2375 lbs. 4750 lbs. 8250 lbs. are 20" x 20" 1055-7/AIT-06-1007 400 sq. in. 2750 lbs. i 5500 lbs. i 8000 lbs. ' 8000 lbs. are 24" x 24" 1055-13/AIT 06-1008 576 sq in 4000 lbs. 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 18.52' 2'9" TV Oval 17" x 22" 3,0„ 6'0" Oval 17.5" x 22.5" 3'9" 716" Oval 17.5' x 25.5" 4'0" 8'0" Oval 21" x 29" 4'5" 8'0" Oval 23.25" x 31.2Y 6'0" I 8'0" Page 112 Revised 04.29.71 REQUIRED INSPECTION SEQUENCE BP# 11-\S,5(D Address: ,4-12 c,,gatA4t. C.cJC BUILDING PERMIT Min Max Ins ection 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'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building 10 r1 000MobileHomeTieDown 11000 ENlobif& Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Commercial - New Final Commercial - Addition / Alteration Final Commercial - Change of Use Final Building (Other) ELECTRICAEPERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough Electric Rough Pre -Power Final Temporary Pole I10`00 , Mobil'e Home RElectrid" Final 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 Home Plumbing Final MECHANICAL PERIVIIINT" Min Max Inspection Description 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 I1000; Mobile Home Mechanical Final's REVISED: June 2014