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81 Rock Cove Ct - BR17-003170 - MOBILE HOMECITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No - Documented Construction Value: $, Q Job Address: ' V)Qc_t Coup c } 2 EL Historic District: Yes No 2- Parcel ID: _(:AResidential commercial El Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: R-PoVa c o n- f* m30© )r)Q + ( Q ,D t-4B'y 1p ' Plan Review Contact Person: U C"le_-_-Title: Ofli q r Phone: 58(o-L4c(')' (Q3SS Fax: EMRU 621& Email: p F`C O.Q ('nl l i n,5f'trl i W • ' `r1 Property Owner Information Name n Ocmnlu Y1 k i 5 Street: i"-1-1 1-1 =ranKli 1; City, State Zip: Ca lvint' Name 0 ha Street: T• f City, State Zip: W5 13 • -F( Ba f f O Name: Street: City, St, Zip: Bonding Company: Address: Phone: Resident of property? : NO Irmation Phone: Fax: R) 89) - ` 15 'T State License No.: Architect/ Engineer Information Phone: Fax: E- mail • _ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 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. 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 a o 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 ofthis 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 ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ofa 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 of a Date Signature of Contractor/Agent Date T vicanu Qoa)cks Coll i n S Print Owr /Agent's Name _ Print Contractor/Agent's Name n My SMONIIGG020884 - -- -- - - -AWE --- 90RES: A Vid 14, 2020 W COMMISSION I GG 0208N or BMW TMu Notary Public u EWIRES: August 14. 2020 am" Tlru Notary R" undargitsra Owner/Agent is VPersonally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Z Electrical [j' Mechanical R Plumbing® Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: reAclitUTILITIES: ENGINEERING: 4FIRE: COMMENTS: Ok 1-118`XZI YlAl WASTE WATER: BUILDING: 51 Revised: June 30, 2015 Permit Application REQUMED INSPECTION SEQUENCE I$p# / 7- S 7o Address: ki /loin CavF- =q AuILIDING PERMIT Min Max- Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) D E Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final NEW Min 1 gtx Inspection Descrn tllon Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final i I' Mechanical Rough f4I ,, ^ -..11 w ; , •. ,t. 3 3 L' 5 , L! f..w ,4' rpJ. ,:;u=• ;:,,.T:,.•r' ,:.,: L ->^ • t 5: "•,::'''rrJc P- ''' •'r .., i s °,.^iceY=-;':. q F.,;'lii r= ...' r.>,u.; Y .:r;'!c r,',.yJ.., r. fi 3$ J'•' r ;;'ice `. J• . '..•iik` r':J' i.;i•uL.nIS'sin'LYi.t 1r•`.ul dilh.i.`L:..7..iJ%c,.3ta:'... jS'-. ri3Y.'c_:n.:»!.:.._c y REVISED: June 2014 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: — ( --1 — I -1 I hereby name and appoint: MU U))lihS4 Li,-ri5e( fr-c- c an agent of: to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): e specific permit and application for work located at: I N'T C O-)l )t=t'r-t e e7- Street Address) Expiration Date for This Limited Power ofAttorney: License Holder Name: No r I PS R . co' State License Number: I H - I N-6 19 1 Signature of License Holder: STATE OF FLORIDA COUNTY OF _tJO JU The foregoing instrument was acknowledged before me this ay of I , 2001-1 , by C r( I11'D . who is rsonal y known to me or o who has produced identification and who did (did not 4ke an oath. _ Notary Seal) rN&L W COMM" # GG M0864 EMIRS: AuqW u, 2020 Rev. 08.12) Signaturi Print or type hame Notary Public - State of '- Commission No. My Commission Expires: - t Ll as MODEL R4483A 3 BEDROOM, 2 BATH ACTUAL SIZE: 26'-8" x 48'-D" TOTAL AREA: 1,280 SO, FT. s . Breaks G-Beth PROPRI ETARY AND CONFIDENTIAL HESE DRAWWGS AND MCIMATIONS ARE ORIW NAL, PROPRIETARY i+P:O COFiFIUENFIAL M1UTER.'ALS Or CHAAP 0'4 COPYRIGHT c 1676.20018Y CW MPICN Z -4 R' OPT, GLAMOUR BATH-1 OPT. GLAMOUR BATH-3 MODEL: 261-R4483A TITLE: Blackline DRAWN BY: GCH DATE: 01-28-14 SHEET: L-101 REV. CAlafla L C 3 / Installer Address being Ins Manufacturer !h a /1/ Length x width - .15_... NOTE: ifhome is a single wide fill out one half of the bloctring plan __, If home is a triple or quad wide sketch In remainder of homeIunderstandLateralArmSystems -cannot be used on any home (new or used) where the sidewall ties exceed 5 ft 4 in. Typical Pier pacing Installer's initials GL 2' loterol Show locations of Longitudinal and Lateral Systemsf."OuWnl (use dark lines to show these locations) Permit Number: Date: New Home 01 Used Home [l Home installed to the Manufacturer's Installation ManualHomeisInstalledInaccordancewithRule15-C Single wide D Wind Zone (I n Wind Zone III [] Double wide tIGJ Installation Decal 4 Triple/Quad [J Serial # PIER SPACING TABLE FOR USED HOMES Load Footer 16" x 16' 18 1/2" x 18 20 x 20 22 x 22 24 X 24 26' x 26bearingsize " capacity (sq in) (256) 1/2" (342) (400) (484)^ (576)" (676) PIER PAD SIZES 'O UU PAS E5 I-beam pier pad sizeW 88Perimeterpierpadsize16 % Other pier pad sizes ( required by the mfg.) C1 -OL lii7_X 2-5 11117 Draw the approximate locations of marriagewallopenings4footorgreater. Use thissymboltoshowthepiers. List all marriage wall openings qreater than 4 footandtheirpierpadsizesbelow. Openin 9 Pier pad size ANCHORS it 16 K ' FRAME TIES within 2' of end of home spaced at 5' 4" oc PEDOWN COMPONENTS OTNER TIES Longitudinal Stabilizing De 'ce L ,pManufacturer % Number Sidewall LZ Longitudinal Sjab iiz ng cw LaE .... binsManufacturer LonMarragelnalwall Shearwall Revised November 04, 2010 Mobfle Horne Per rrruot Q4 orrlcsheet POCKET ENETRO ETER E5 The pocket penetrometer tests are rounded down to 1 psforcheckheretodeclare1000lb. soil without testing. x!R , x xe 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. xk,jip x A& x ORCIUE ROB T ST The results of the torque probe test is - ` inch pounds or checkhereifyouaredeclaring5' 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 mayrequiresanchorswith4000lbholdingcapacity. 11 Installer's initials ALL TESTS MUST BE PERFORMED BY'A LICENSED INSTALLER Installer Name Date Tested Electrical Connect electrical conductors between multi -wide units, but not to the main Powersource. This includes the bonding wire between mult-wide units. Pg. Gq Plumbing Connect all sewer drains to an existing sewer tap or septic tank. Pg. Connect all potable , water supply piping to anSisting water meter, water tap, or other Independentwatersupplysystems. Pg. 10 Permit Number: Date: Site Pre aration Debris and organic material removed Water drainage: Natural Swale /' pad l Other Fastening multi wide units Floor: Type Fastener: Length: Spacing: Walls: Type Fastener:. 1& Length: : 54, Spacing: r Roof: Type Fastener:AAg iKS.'f. Length: Spacing: Forusedhomesamin, 30 gauge, 8" w1de, galvanized metal strip willbecenteredoverthepeakoftheroofandfastenedwithgalv. roofingnailsat2" on center on both sides of the centerline. Gasltet ( weathmproo Ina requlroment) I understand a properly installed gasket Is a requirement of all new and used homesandthatcondensation, mold, meldew and buckled marriage walls are aresultofapoorlyInstalledornogasketbeinginstalled. I understand a strip oftapewillnotserveasagasket. Installer' s initials L L Type ga ket — Pg. — -— Installed: Between Floors Yes Between Walls Yes r7 — Bottom of ridgebeam Yes The bottomboard will be repaired and/or taped. Yes . Pg. Sidingonunitsisinstalledtomanufacturer'sspecifications. Yes Fireplace chimney installed so as not to allow intrusion of rain water. Yes — Miscellaneous Skirting to be installed. Yes /L No Dryerventinstalledoutsideofskirting. Yes / N/A Range downFlow vent Installed outside of skirting. Yes N/A Drainlinessupportedat4footintervals. Ye _ `— Electrical crossovers protected. Yes Other: installer, verifies all information given with this perrnit worltsineet Is accurate and true based on the rrlanufacturel•' s installation instructions and or mule 15C••9 & 2 Installer Signature Date a' r "l Department of Growth Management Page 2 of 2 Buildinq DivisionBF27MH Permit Worltsheet Revised September 28, 2010 installation Instructions for ABS Pads For use on all Mobile and Manufactured Homes, including HUD approved Domes and Modular Building Patent #5503500 and other patents pending ENERAL 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 foot6. 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. soil pier spacings per se10. If the home manufacturer shows soil densities greater than 3000 lbs. When using ABS pads, do not exceed 3000 lbs up manual. 00 PSF SOIL 2000 PSF S01L 3000 PSF SOIL PAD SIZE Oval 16" x 18.5" Oval 17:' x 22" Oval 17.5" x 22.5" Oval 17.5x 255' Oval 21 " x 29" nval 93-25" x 31.,' ID NO. 1055- 23/AIT-06-1000 1055- 16/AIT-06-1001 1055- 21 1055- 17/AIT-06-1002 1055- 22/AIT-06-1003 PAD SIZE ID NO. Square 16" x 16" 1055-14/AIT-06-1005 1 055-9/AIT-06-1006 Square18.5' x 18.5" S uare 20" x 20" , 1055 7/AIT-061007 S are 24" x 24" 1055 13/AIT-06-1008 PAD AREA 10 2000 lbs. i 4000 lbs. 6000 lbs. 288 sq in. 2500 Ibs. 5000 lbs. 7500 lbs. 360 sq: in. 2667 Ibs. 8000 Ibs- 8000 Ibs. 36084s . in. 3000 lbs- 6000 lbs. 9000 lbs. 432 s . in. 4000 Ibs. j 8000 lbs- * 12000 lbs. 576 sq. in- 4694 lbs. g388 lbs-- * 9388 lbs. 675 sq. in. 2000 PSF SOIL 3000 PSF OIL PAD AREA 1000 PSF SOIL 3560 lbs. s* 5333lbs* 256 sq. in- in. 1785 lbs. 2375 lbs. 4750 Ibs. 7100 Ibs. 6250 lbs. x 342sq. in. 27501bs. 1 55001bs. t 8000 Ibs. 400sq. 4000 Ibs 8000 lbs. 576 sq i= u Concrete blocks are required to be double blocked. ABS' s recommended COnc ad configuration may be used to replace mama t bennfstalledrinthe State of Alabama,to details onacorrect installation in Alabama. 12. Any p 12. ALABAMA ONLY: The 23.25" x 31.25° ID#1055-20 Y For the State of Alabama all ABS pads shall not have more than 3/8" deflection. See chart below o EXAMPLE: 16' x 80' section (Alabama only) PAD SIZE 1000 PSF 2000 PSF Oval16" x 18.5" 2,9„ 5,6„ Oval 17" x TV 6'0" 71611 Oval17-5' x 22.5 TV 81011 Oval--- 17.5"x 25:5" 4,0„ 8, 0„ Oval 21" x 29" t Il5" x 3125" 4, 5„ 6, 0" Page 1, Revised 04.24-11 i y sue, t r,.'gsYyzt+'" 5p 1 z 467 Stivan Ave a Hohenwald, TN 38462 ® (800) 284-7437 a www-olivertechnologies.com ® Fax (931) 796-8811 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 4AIT-06-1002 (03) requires minimum 9 1/4" 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 Mufft-Pad Configurations MAXIMUM PIER LOAD IN POUNDS: Soil Bearing Maximum ABS Pad Types s" cell Block Value Load Oval 16" x 18.5" Pad 2.00 Square Feet ID # 1055-23/AIT-06-1000 Oval 32" x 18.5' Pad Configuration (03) 4.00 Square Feet I Oval 17' x 22" Pad I 2.50 Square Feet ' ID # 1055-16-AIT-06-1001 Oval 34" x 22" Pad Configuration (03) I 5.00 Square Feet { Oval 17.5" x 25.5" Pad 3.00 Square Feet 1134 1055-171AIT-06-1002 Oval 35" x 25.5" Pad Configuration (03) 1 6.00 Square Feet f 32"x 1 as' Pad Configuration Single Stack j 1000 lbs. / sq. ft. 4000 lbs. Double Stack { 2000 lbs. / sq. ft. { 8000 lbs. * 34-x 22' Pad Configuration Single Stack 1000 lbs. / sq. ft. 5000 lbs. Double Stack 1 2000 lbs. / sq. ft. ' 10000 lbs. * 35"25.5' Pad Configuration Single Stack 1000 lbs. / sq. ft. 6000 lbs: Double Stack 2000 lbs. / sq. ft. 12000 lbs. * Concrete blocks are only rated at 8000 pounds, 8001 pounds and higher must be double stacked. 5siIranIX11p14 ' , 'k p- 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) 4" X 22" Multi -pad Configurationratedatmorethan1,000 Ibs ; 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 2(2 I I arc po5 w obi % j. fro 06e-- 1 elCorit Dmmocm vm0i , O O Imez' cn m -. z (n IvZirTi.ZDOm i C)DrcnO cn O: o= cn zD roomzoOrr-m<m0 v m p mom o o= al Q5 og C C) 1 OODZ&5fn 2Q7z.r m mrOmOZD- m a y OmOOg)mo` Z m T.. 2 ZM-TOmOcn7om cnO' •,J O=m= C7 ti d SInm m mDml o r nZO00 OZ 7<f)m m J THIS INSTRUMENT PREPARED BY: Address: c NOTICE OF COMMENCEMENT Permit Number: Parcel ID Number: I 30- ';,M-CA 3Q-QQQQ l l il 1i 1 #11 I fll i 1111 I I iliCFiC+ i I'(''-i1_t7't r' 3EP111%10L_1:. _:0I,1I.r,-y 1-1t. J. lj GL.E'.R< Y' S v '2017117731` a 1. •;, a[_ i;1:.t.....: :I.:t:`:I.i"'i:+:I.i' i.;. is=rrlii::(:iJ;;:{i's.l`i(5 B ;-., 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. 1. DESCRIPTION OF_PROPERTY: (Legal descri tion f the property and street address if available) o l +5V 2. UNERAL DESCRIPTION OF IMPROVEMENT: ) c l C _sc-T-u P x E 8 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and addressf) — t I --OfS Interest in property: i 1-1 1 Kl1!1 RA .. _ 1 Q Fee Simple Title Holder (if other than owner listed above) Name: 4. CONTRA(C 1TOR: Name: _ C' Y'LY Ve [1• C©kk`lC Phone Number: Address: G I 5. SURETY (If applicable, a copy of the payment bond is attac d): Name: Address: Amount of Bond: 6. LENDER: Name: Phone Number: Address: 7. 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)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration 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. S net a of r or see, or Own e or Lessee's (Print Na and Provide Signatorys Title/Office) nze /D re or/PaMer/Ma State 0;`' , County offP'N The foregoing instrument was acknowledged before me this L}(r day of QCA"bR&_— 20 t by'--V Name of person maiung statement who has produced identification type of identification produced: ow M&L NIY C0WISSI6N N GG 020W4 EORES:August 14, 2020 BorxWTtau NoWY Public Uf4amritors Who is personally known to me Lf}-QiT- tS*1 0