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Home My WebLink About310 Beverly CtApplication # : (J,'/ ;�7 71 Job Address: tel. h, Cf Parcel ID: -%_/ 07ty CITY OF SANFORU PERMIT APPLICATION Zoning: Submittal Date: ff/ dv° Value of Work: Historic District: Description of Work: KAoIt- a Win{jAhew dgu.b(t da -t- ajz dkc a Square Footage: ......................................:............................................................................... Permit Type: Building ❑ Electrical ❑ 1 Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑- Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W ;,4er Closets Plumbing Repair—Residential ❑ Commercial ❑ I Occupancy Type: Residential Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: ......................................................................................................................... # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: Jug i lbw e 5 Contractor: Address: %J/01 Address: .5i iA-CJ J-2773 Phoned %330 �/%b'`i E-mail: JG1dd�S �!'S—httLi• r�',ti Phone: State License Number: Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: 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. 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. 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. 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 w/ll notify he owner of the property of the requirements of Florida Lien Law, FS 713. �gnature of Owner/Agent Date Signature of Contractor/Agent Date' f Print Owner/Agent'sN e Print Contractor/Agent's Name _04L*A JAI, -1 / 2.3 &7 rt� Signature of Notary -State of Flonda Date Signature of Notary -State of Florida F Date Ae SC0T///%i t\(�` • •y\C)N EXp� Owner/Agent is _ Personal) Knoi�Ae`Sori� 16 2U'o % Contractor/Agent is Personally Known to Me or Produced ID • > �' e = Produced ID ZZ APPROVALS: ZONING: jT�iTy )t��iD ; ENG: BLDG. Special Conditions: "'s, Rev 07.07 o\e0��,` P 43.t,6 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 .../re_web.seminole_county_title?parcel=10203050100000240&cpad=beverly�7/23/2007 27 0"m JOHNSON, CTA, ASA PROPERTY N_!" AIPPRAISER 21 SEMINOLE COUNTY FL. ANTHONY DR 1101 E.F1RsrsT SANFORD, FL3=1-1468 ,=7-665-7508 y 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-501-0000-0240 Number of Buildings: 1 Owner: DAVIS JUDITH R Depreciated Bldg Value: $125,667 Mailing Address: 310 BEVERLY CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $33,000 Property Address: 310 BEVERLY CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE Just/Market Value: $158,667 Tax District: S1-SANFORD Assessed Value (SOH): $82,350 Exemptions: 00 -HOMESTEAD (2001) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $57,350 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified QUIT CLAIM DEED 04/2005 05692 0339 $100 Improved No WARRANTY DEED 05/2000 03864 0826 $80,000 Improved Yes CORRECTIVE DEED 06/2000 03864 0824 $100 Improved No SPECIAL 01/2000 03796 1127 $61,400 Improved No WARRANTY DEED SPECIAL 11/1999 03754 1997 $100 Improved No 2006 VALUE SUMMARY WARRANTY DEED Tax Amount(without SOH): $2,151 CERTIFICATE OF 09/1999 03720 1078 $100 Improved No 2006 Tax Bill Amount: $1,089 TITLE WARRANTY DEED 05/1997 03248 1744 $70,000 Improved Yes Save Our Homes (SOH) Savings: $1,062 WARRANTY DEED 05/1997 03248 1743 $52,000 Improved Yes 2006 Taxable Value: $55,341 SPECIAL DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 04/1997 03248 1741 $50,100 Improved No ASSESSMENTS SPECIAL 06/1996 03130 1327 $100 Improved No WARRANTY DEED CERTIFICATE OF 06/1996 03092 0232 $100 Improved No TITLE WARRANTY DEED 06/1991 02311 0801 $65,000 Improved Yes WARRANTY DEED 12/1980 01310 0447 $45,200 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... w Method Frontage Depth Units Price Value LEG LOT 24 GROVEVIEW VILLAGE PB 19 LOT 0 0 1.000 33,000.00 $33,000 PGS 4 TO 6 .../re_web.seminole_county_title?parcel=10203050100000240&cpad=beverly�7/23/2007 OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT FSS 489.103 Disclosure Statement 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 1 year after the construction is complete, the law will presume that you built or substantially improved it 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 supervision 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.C.A 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. BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Property Address: &/O A6ZJ,y.-� �f F�, S,2_7 73 I, �� C .cL11G�tJc1J do hereby state that I am qualified and capable of performing the requested construction involved with the permit applicat'®T TO/�f/�////� �C "�y;�,iRE3 • . � f /_D "/ Signature 10Cb'6a _ Form of Identification VL IL 1 Z4 Li X- S b,,�, _ r ^ o J.d' 6: J lr (Must be Photo ID) �� . Nn .°: A violation of this exemption is a misdemeanor of the first Irk u�ni'1e\y a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civi(/� ��(t1��addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pu ��ny action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. (Rev. 4/20/07) I UNDERSTAND AND AGREE TO THE EXEMPTION PROVISIONS OF FLORIDA STATUTES 489.103 :790 AS LISTED ABOVE. I HAVE ACCESS TO THE ADOPTED CODES. 1 AM FAMILIAR WITH THE CODE PROVISIONS. I HAVE ADEQUATE KNOWLEDGE AND QUALIFICATIONS TO SAFELY PERFORM AND DIRECTLY SUPERVISE THE WORK. THIS PROPERTY IS NOT AN APARTMENT, CONDOMINIUM OR RENTAL PROPERTY. THIS STRUCTURE IS NOT BEING BUILT WITH MY INTENTION TO SELL, RENT, OR LEASE. I UNDERSTAND THAT THERE IS NOT STATED A TIME FRAME TO SELL, RENT OR LEASE AN p�J OWNER BUILDER STRUCTURE WITHOUT BEING INVESTIGATED. I UNDERSTAND THAT FOR ANY UN -LICENSED PERSON I HIRE, I MUST DEDUCT F.I.C.A., WITHHOLDING TAX, AND PROVIDE WORKERS' COMPENSATION INSURANCE. Property Address: &/O A6ZJ,y.-� �f F�, S,2_7 73 I, �� C .cL11G�tJc1J do hereby state that I am qualified and capable of performing the requested construction involved with the permit applicat'®T TO/�f/�////� �C "�y;�,iRE3 • . � f /_D "/ Signature 10Cb'6a _ Form of Identification VL IL 1 Z4 Li X- S b,,�, _ r ^ o J.d' 6: J lr (Must be Photo ID) �� . Nn .°: A violation of this exemption is a misdemeanor of the first Irk u�ni'1e\y a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civi(/� ��(t1��addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pu ��ny action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. (Rev. 4/20/07) _ STRUCTURAL SOLUTIONS, P.A. Structural Engineering ■ Investigations ■ Consulting GARAGE BOOR STATIC PRESSURE TEST REPORT Gar e Door No.: IRC -6016-120-15 Test Dates: 11/7/2002 5/25/2005 Project No.: 05-035 Design Pressures: +21.8 psf, -24.8 psf Report Date: 8/18/2005 Test Pressures: +32.7 psf, -37.2 psf Test Location: I Amarr Garage Doors, Kemersville, NC ASCE 7-98/02 Criteria: 120 mph, Exposure B 30' Mean Roof Hei t 5' in Edge Strip Witnessed By: Danny Joyner - Amarr Garage Doors; Thomas L. Shelmerdine, PE - Structural Solutions, P.A. Description of Test Specimen: A 16-0" wide x T-0" high residential steel sectional garage door, one (1) section wide by four (4) sections high, each section being 2" inches thick by 21" high galvanized steel sheet. The door sections were connected together with one (1) 14 gauge galvanized steel end hinge at each end stile and one (1) 14 gauge galvanized steel center hinge at three of the interior stiles as shown on the drawing. Garage door Model No. 600 manufactured by Amarr Garage Doors was used in the test. The test units are further described on drawing IRC - 6016 -120-15. The sections were reinforced as follows: November 7, 2002 Test: The bottom three sections were reinforced with two (2) 3" x 20 gauge galvanized steel starts located at the top and bottom of each section; the top section was reinforced with one (1) 3" x 20 gauge galvanized steel strut located at the center of the section; May 25, 2005 Test: Each section was reinforced with two (2) 3" x 20 gauge galvanized steel struts located at the top and bottom of each section. The top section contained long panel glazing. Manner of Testing: The specimen was tested for static pressure structural performance in substantial conformance with the procedures described in DASMA 108 "Standard Method for Testing Sectional Garage Doors - Determination of Structural Performance Under Uniform Static Air Pressure Difference", and ASTM E330 "Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference". Both positive and negative pressures were tested. The specimen was installed in an enclosure measuring approximately 4' deep; 9' high, and 20' long. The enclosure was framed with shop welded steel angles and covered with 3/4" thick plywood. The door was covered with plastic sheeting to prevent leakage ofair pressure. At one end of the enclosure,. a "Dwyer" Series 477 Digital manometer was attached to measure pressure inside the enclosure. Two duct fans were attached in series to the enclosure with flexible ducting to provide the positive and negative pressures. Test Procedure: The specimen was subjected to the above pressures for the following durations. Positive pressure was applied on the exterior face ofthe door fust, and then negative pressure was applied. Step 1: Preload the door to 50% of the Design Pressure and hold for 10 seconds. Step 2: Unload the door for 1 to 5 minutes. Step 3: Load the door to 100% of the Design Pressure and hold for 60 seconds. Step 4: Unload the door for 1 to 5 minutes. Step 5: Load the door to 150% of the Design Pressure (which equals 100% of the Test Pressure) and hold for 10 seconds. Step 6: Repeat 1 through 5 above for negative pressure. Observations: No failures occurred as a result of the noted loadings. The door remained operable after both positive and negative tests. Summary: The 16' x 7' Model 600 as described on Drawing IRC -6016-120-15 meets or exceeds the testing criteria as described above. By comparison to the construction of the 16' x 7' Model 600, the following doors also meet. or exceed the above testing criteria, when constructed in accordance with Drawing IRC -6016-120-15: • 16'x 7' Model 950 doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 10' to 16' wide Model 600, 650 and 950 doors with heights of 6'-6" through 14'-0" • 16'x 7' Mode1950 glazed long panel doors (which are constructed of thicker 24 gauge steel in lieu of 25 gauge steel) • 15'-6" to, '-0" wide Model 600, 650 and 950 glazed long panel doors with heights of 6-6" through 14'-0" • i'- 4. / o 200 m STRIICA&4L - OLVrIONS,-P,i.�` Thomas e P of #0048579) West FneVI -A 4ue ■ Greensboro, North Carolina 27410 ■ (336) 856 2686 Fax (336) 856-2687 �p��s�� ELEVATION N.TS V/� V4'x3/P r 2WA STRUTS Hest HEAD ;COLEUS ATTACHED 14GA. OIRASAFE I, x3/• HEAD SCREVS •AT ROLLER CARRIERS ATTACKED EACH END SnLE TO EBD STILE W/ (2) 1/4' x 3/4' HEX HEAD SCEVS PER CARRIER Y 7 VALL STEEL REELER V/7' STEN TYPICAL DURASAFE END HINGE 3 ars (1) 3/13' OA x 1-5/" LAC BOLT ATTACHED TO �JAMB AT EA JAMB BRACKET -Y-X-S SOUTHERN YELLOW PRE (N0. 2 OR BETTER) 20 GA CENTER 2p ETO 3G To', STEEL 7/13• DU BOLT RETAINER 1/4-20 x 1/8'TRACK (1) PER ROLLER SPLICE BOLT AND NIT OR (2) RIVETS A GALV�Sh TRACK MOUNTING DETAIL H.TS ASAFE Dr,E / W x. SORE TYPICAL DURASAFE CENTER HINGE 2 N.T.S. r 20GA STRUT ATTACHED V/ ADJUSTABLE ROLLER CARRIER R ATTACHED V/ (2) 1/4' x 1/B' BOLT L MUT PER BRACKET 16 W GALV. RESIDENTIAL i� TTP ROLLER BRACKET BQTfDN BRACKET ATTACHED 3/4' HEX HEAD ISCCREVS 14 W THICK ATTACHED V/CU 1/r K 3/4' PER BRACKET SEE RE' CIPTIIMML G TYPICAL TDP FI%TURES �R STRUT AN N.T.S. —RUT 1/7 ELEVATION N.TS V/� V4'x3/P r 2WA STRUTS Hest HEAD ;COLEUS ATTACHED 14GA. OIRASAFE I, x3/• HEAD SCREVS •AT ROLLER CARRIERS ATTACKED EACH END SnLE TO EBD STILE W/ (2) 1/4' x 3/4' HEX HEAD SCEVS PER CARRIER Y 7 VALL STEEL REELER V/7' STEN TYPICAL DURASAFE END HINGE 3 ars (1) 3/13' OA x 1-5/" LAC BOLT ATTACHED TO �JAMB AT EA JAMB BRACKET -Y-X-S SOUTHERN YELLOW PRE (N0. 2 OR BETTER) 20 GA CENTER 2p ETO 3G To', STEEL 7/13• DU BOLT RETAINER 1/4-20 x 1/8'TRACK (1) PER ROLLER SPLICE BOLT AND NIT OR (2) RIVETS A GALV�Sh TRACK MOUNTING DETAIL H.TS ASAFE Dr,E / W x. SORE TYPICAL DURASAFE CENTER HINGE 2 N.T.S. r 20GA STRUT ATTACHED V/ GD 1/4'W4; HEX HEAD V AT END AND CENTER BQTfDN BRACKET STILES 14 W THICK ATTACHED V/CU 1/r K 3/4' Be HEX MEAD SCREWS IIo Ooh V 7 BALL STEEL ROLLER V/5' STEN o� –TYPICAL BOTTOM BRACKET 4 N.T.S. L6 GA RESIDENTIAL TDR FIXTURE ATTACHED V/ (3) 1/4' x 3/4' HEX HEAD SLREVS ADJUSTABLE SLME BRACKET ATTACHED V/(D 1/4' x 1/2' BOLT AND NUTS SPLICE 7RAO(5 AT TNS LOCATION W/ (4) 1 f-MTRACK SPLICE I k NUTS SECUREMAC ( 5/13- DIA. S' LAG BOLTS SI _.. CE7 (1) BOL SIA x LETO LAG BOLT ATTACHED TO JAMS AT EA JAMB BRACKET WOOD JAMB ATTACHMENT TO STRUCTURE RATED RR'1. NM PEAK a . EYPORRE R 37 MU- MEAN ROOF — S/ir x Y LAG SOE1Y5 6TMTNDr — DDS IM)N 24• QG (1 I/r F]MMMO 0 IaR x•YK aOLT 3/a• x V STARIIND r — 6Z THIN M• O.G (2 t/r ---m Hall aEP.E AONDR 3/8' X 2,Vr STAREIID r IRDII DDS d 24' O.G (t 1/4• N]NOYD(!J "'AANSET NDIEAD CSN-aOLn 3/r x f v— r RIW ENDS BE)N Be OA (2 NaD SIFEtE AIgICR 3AY' Y 2�/4' fTMTINO r NROU ENDS RIDN 2f QG U 1/4• TMLYN 1/4' 12-3/4- STARTING 9- DS, FROM DUSE PAIRS OF lASlpa3rs (r NARn AT M• 0C.0 1/4' DAMMINT) tAJrs AD ea.ls CAVI C muID19+e[ m PIDNDf A RM(sx IIDIRNOtl SWAM TIOAM110N a Nm JAuu aY DnEAs W/ CONT.TrSSEA1 SECTION A—A (SIDE MF N.TS NIO" DF aARA¢ - MAx rOd taro" 411® SPELWDATKOM AND NOTO t ALL x IDAD mlxi RK DDDR 6 lRAxSPpaED m H 1EtRTIGL D A K. 6. 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SODMRm1 auaONR mDE SLTOI lam NIA) ROAD DE9a1 OIIDaA AS N4ESVAES THE a1 x W— —EC.YAtAAIED USCG AS7-N NN RIE iDiDMNO w IEIERS A taD >p® mED KITH Nq( (FLET arse S. -W tKOR BAN BE INSTALLEDINSTALLEDB HESE OF DOORS BOd NNE AEI INP. 30'M lta OF t IIOff MIF)IXi AT A11Y SONE M t USE XIMEDI TINGID E H7SOxIRE MIIOF S 7 MOTOR TO TA .Ol ON THE RV -SE IDE FAIR AOBONAL DOOR WM11D lllm oma PResaaa — JABRACKETS MB C ATTACHED W/ (1) 1/f-20 ,THROrAO TRACK SPLICE BOLT k NUT G OR (2) RTATS -ENERS (S) HINGE HELE(S7 B :TIIBM ONLY IQES FIN STRUT EM HINGE 144 Gh. ATTACHMENT (IF STRUT IS REQUIRED) 1 TA LDEE CTABLE 3) ON REVERSE SIDE i .WO BRACKET SPACING 1 TRACK CONFIGURATION FOR -Va' LIP TO 14' TALL DOORS x EO GA STRUTS N.T.S 0 PER SECTION EXCLUDI G Tip) 0) ON TIF SECnON FEVER rJ OA( WNW SHORT LONG —BOTTOM BRACKET ®AVAILABLE PANEL ARRANGEMENTS AT NILS (CH ja' x 3/f HE( HEAD SCREWS WOOD JAMB ATTACHMENT TO STRUCTURE RATED RR'1. NM PEAK a . EYPORRE R 37 MU- MEAN ROOF — S/ir x Y LAG SOE1Y5 6TMTNDr — DDS IM)N 24• QG (1 I/r F]MMMO 0 IaR x•YK aOLT 3/a• x V STARIIND r — 6Z THIN M• O.G (2 t/r ---m Hall aEP.E AONDR 3/8' X 2,Vr STAREIID r IRDII DDS d 24' O.G (t 1/4• N]NOYD(!J "'AANSET NDIEAD CSN-aOLn 3/r x f v— r RIW ENDS BE)N Be OA (2 NaD SIFEtE AIgICR 3AY' Y 2�/4' fTMTINO r NROU ENDS RIDN 2f QG U 1/4• TMLYN 1/4' 12-3/4- STARTING 9- DS, FROM DUSE PAIRS OF lASlpa3rs (r NARn AT M• 0C.0 1/4' DAMMINT) tAJrs AD ea.ls CAVI C muID19+e[ m PIDNDf A RM(sx IIDIRNOtl SWAM TIOAM110N a Nm JAuu aY DnEAs W/ CONT.TrSSEA1 SECTION A—A (SIDE MF N.TS NIO" DF aARA¢ - MAx rOd taro" 411® SPELWDATKOM AND NOTO t ALL x IDAD mlxi RK DDDR 6 lRAxSPpaED m H 1EtRTIGL D A K. 6. M 111AOt M BMD 6 1RAIlSiT1tlI1ED m IK VLRRCAL JAllt1 11E NaOIDNTAL JAN M 11FADED tID1F3 MD I'O[11W Cf llE LOA) lRAI1SElND iWJJ iK DIISU « EAQI /rT A JA1m5 4 L.Sl" NA)RINA OE51 W LOADS K: T4s UrsA'T ! 1NL4 tML BE A Da76 ARD IINJORAIE NE R (6 T FO H ITT RAID AND NSTAIID EEIII STNaNNDt AS SET TdIIH K GALA l 0001 YCIIOlS 81WL L 1h G tlM (DKr) RaIID HYIItD lKM D01Yf3WK aJAlI1Y, Ftl t'JLVAIQAIaI a RPPaRNw IN)cxDAL DPAeI(a aNAMl BE DERDEn OY A REOtiIRFD PR6E190NAL DI(AET]l iDR Wto LOADS 6. THE EEDEW BBfSF QUAKING MN NYYRR m O111ITR MOAONNtA9. E NRIK OE10BEDNDASIM TO& ASDI ETS'1 ND BIR . SODMRm1 auaONR mDE SLTOI lam NIA) ROAD DE9a1 OIIDaA AS N4ESVAES THE a1 x W— —EC.YAtAAIED USCG AS7-N NN RIE iDiDMNO w IEIERS A taD >p® mED KITH Nq( (FLET arse S. -W tKOR BAN BE INSTALLEDINSTALLEDB HESE OF DOORS BOd NNE AEI INP. 30'M lta OF t IIOff MIF)IXi AT A11Y SONE M t USE XIMEDI TINGID E H7SOxIRE MIIOF S 7 MOTOR TO TA .Ol ON THE RV -SE IDE FAIR AOBONAL DOOR WM11D lllm oma PResaaa