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Home My WebLink AboutMFH Replacement and 10s14 Deck 2006 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2006-0331 Date: 12-Jul-06 Map/Lot: 087/002-T07 Owner ID: 5815000 Project Location: 260 RAYMOND HILL ROAD Unit: 7 Job Description: replace mobile home 14'x 66'and deck 10'x 14' Owner Name: Eldridge W Luther Tenant Name: N/A Careof: 26 Marquardt Lane Groton CT 06340- Telephone: Contractor Name: Property Owner Telephone: (860)445-7240 DBA: Lic/Reg Type: L.ic/Reg No: 0 Exp Date: Construcion Values Permit Fees Construction Information Building Value: $10,386.00 Building Fee: $88.00 Use Group: IRC Plumbing Value: $2,250.00 Plumbing Fee: $24.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: ye $1,405.00 Electrical Fee: $16.00 Construction Type: IRC Total Value: $14,041.00 Penalty Fee: $0.00 Permit Code: R6 C of 0 Fee: $10.00 Comments: __ ___. Plan Review Fee: $12.80 State Ed Fee: $2.25 Total Fee Paid: $153.05 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING,MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test 10 Deck Piers ❑ R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 0 Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REOUIRED UPON COMPLETION ❑ Insulation ❑ C- • .te of::'royal '1 Ce '' - of Occupancy Building_Official's Approval: Town of Montville Building Department JUL 0 2006 Residential Plan Review Form L3U�� nlNhRECEIVE[WEPT. Date: . V N(" 2-2, -2_0 04 Job Address: Zd o i�yJ YP?O 'c Iy/LL- d20 L 'r 7 Job Description: fl/-6 1-leriae' 5Ze-el-p cal-)i;-I r Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not co feted No plans submitted or insufficient information Permit fee due$ 1.6 Q 5 Basement floor plan required Permit fee to be calculated Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient Copy of contractor's registration or license required Kitchen layout not provided Construction permit sign-off sheet required with appropriate approvals,it shall Bathroom layout and space clearances are insufficient be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2003 IECC Use of room(s)not identified or unclear (www.eneravcodes.eov)OR Plans required for the existing residence for each floor with dimensions • One-and Two-Family Dwellings with—<15%glazing area to conform to the requirements of section N1102.1 WINDOWS&DOORS • Townhouses with—<25%glazing area to conform to the requirements of Door sizes not identified section NI 102.1 Window size&type not identified Two sets of construction documents required, this includes all engineering Emergency escape& rescue opening required in the basement or two code data,calculations and all other documentation(8106.1) compliant stairs per section 310.1 Documents are copyright protected,provide original plans or a letter from the Indicate the required light and ventilation for each habitable room or space designer authorizing the duplication of the plans Indicate the bedroom egress window Field set of the approved construction documents are required to be picked up Egress window sill height not identified from our office and must be available on site during all inspections Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, Door header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Window well details not provided or insufficient Construction documents do not match the orientation of the structure on the site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided Building section required Submit supporting data to show conformance with the wind limitations (3 Opening protection between the second gust @ 110 mph)`q2_�)LHP ref OP g garage and residence is not identified or insufficient per section R309.1 Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Separation between the garage and the residence is not identified or insufficient 2;ASCE 7-2002;SSTDI0-99) per section R309.2 Documents required to be stamped and signed by a CT registered Professional Engineer J=012— As:ci4o f ELEVATIONS Documents must be designed to either No plans submitted or insufficient information • Wood Frame Construction Manual,2001 edition Plans do not match the floor plans • ASCE 7—2002 edition Finish grade not identified or does not match the site plan • SSTD 10—1999 edition Building height(s)not identified Documents required to be stamped and signed by a CT registered Professional Dimension height of chimney Engineer if based on ASCE 7-02 or WFCM chapter 2 Roof pitches not identified Shearwalls not identified on the construction documents or are insufficient Shearwall calculations required BUILDING SECTIONS&DETAILS Ridge connection not identified or insufficient Full building section not provided or insufficient Roof-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-wall connection not identified or insufficient Additional sections and details required Wall-to-sill connection not identified or insufficient Draftstopping details not provided or insufficient Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional STAIRS Hold-down devices,location and type not identified or insufficient Stair not shown on the basement floor plan Foundation anchor spacing not identified or insufficient Stair not shown on the second floor plan Construction documents do not match the engineering data submitted Riser height not identified or insufficient Cold-formed steel framing shall be designed in accordance with COFS/PM- Tread depth not identified or insufficient 2001 edition P Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans aired Winder stair—detailed plans required Spiral stair—detailed plans required Plans do not match the building plans Stair width required to be minimum of 36"above the required handrail height Finish floor elevation not indicated Handrail detail not provided or insufficient detail g Distance from the property line(s)to the structure not identified Guardrail detail not provided or insufficient detail Structure dimensions not provided Headroom height not identified or insufficient Existing and proposed contours are not provided or insufficient 36"landing required at the bottom of the stairs Footing drain discharge not identified 36"landing required at the top of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) Frost protection required,provide details and connections Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 Private sewage disposal system to be identified along with all technical and soil WALLS data as per section R106.2.1 Stud size and spacing not provided or insufficient Grading is to slope away from the building,provide more detailed information Sheathing type not provided or insufficient Plan submitted is not the same plan that has been approved by the Zoning Department and/or Health Department FLOOR FRAMING Retaining wall—construction documents required I Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Il Bearing partitions not provided or indicated +I Frarginu,clirection.not.indicate.d.ar.unclear Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.94020ot.rte` Type of Work- Occupancy Type • Permit Type ❑New Construction 0 Single Family 0 Building ❑Addition 0 Two-Family El Plumbing ❑Alteration El Townhousei ❑ Mechanical ❑Accessory Structure ❑ Electrical CRS#: Job Address: 260 r mo,uI SliLL lel Gar i- (Number) / (Street) (Unit) it Job Description: /°w ,tad,1 /km K(sL 2 8edetov-.,," 1 B*T Owner: GLbRijge w . LuC./� Address: Z 6 /N frj Q u*k dsr Lrn'c.. City: it.To State: GT Zip Code: O6 34 0 Telephone: S6 0 4 I5 72-40 Contractor: DBA: Address: City: State: Zip Code: • • Telephone: • •License Type: License No.: Expirattori Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: E 141 ��" ' Date: /S -Tux,e.. 2.006 Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: • Plan Review Fee: RECEIVED State Ed Fee: Total Fee: JUN 1 5 2006 BUILDING DEPT. vcrwea v ecem68rii,loin Town of Montville Building Department File Receipt Date: 11-Jul-06 Receipt No: 1485 Received From: Elbridge Luther Job Address: 260 Raymond Hill Rd, Lots 3 and 7 Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $306.10 Check: $4.50 Check No: 417 Short/Over: $0.00 Construction Value: $28,082.00 Demolition Value: $0.00 Received By Sandra Pandora - _ / Address: 260 Raymond Hill Road.Lot 7 ITEM QTY $/UNIT TOTAL Building PII1nbig Mechanical Electrical BUILDING AREA New constraction sr 114.17 $ - $ Basement.Finished SF $ 20.87 $ - $ - Basement,Unfinished SF £ 11.20 $ - Crawl Sapce SF $ 8 46 $ - lioeiioi Renevnii.u,. SF 5 31 55 , - 5 - 5 - MANUFACTURED HOMES Ground Anchors s 1056 SFe s �ass £ 6.158.16 8 58.16 . 49.28 T 1.404 43 Basemen. SF $ 11.28 $ - $ - S Gr8'At Space SF $ 88.46 $ - $ - $ - AMENITIES Kitchen EA S $ Full Ballroom EA $ $ - S Half-Bathroom EA $ _ 8 GARAGE Attached SF49.4; - ' �.Attached Detached SF 5 63.21 S - $ - • Under Sr 9.12 - S Carport SF $ 18.08 $ - • MECHANICAL Warm-Air N riiv • _ Hot Water N Yti Elect.... N Y111 0 Air Conditioning N 171i - ELECTRICAL SERVICE Upgrade Amps 1.3 • Overhead.new Amps Underground,new Amos Subpanel EA $ 545.00 5 Gen Set - LA 7 1500.00 Si - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace ES 5 5.307.00 Masonry wllfireptace EA 5 6.451.50 $ Masonry w2 fireplaces EA '0 087.00 - Wood Stove,free standing EA $ 2.447.50 $ •- Wood stove insert EA $ 1.690.70 $ - DECKS,PORCHES,SUNROOMS Deck 140 SF $ 20.98 5 4.197.20 Porch SF $ 135.80 $ - Sunroom Sr $ 160.82 S - 8 - POOLS&HOT TUBS Hot Tub EA 8 7,237.50 5- Ingrcund Pool EA S 19 430.40 SS Above Ground Round CA 7 4.635 88 Si - 6 Above Ground Oval EA 5 5.472.50 5 - $ _ - Pool Healer EA $ 6.107.50 3 - - Inflatable Type Pool EA 5 1.542.42 $ - SHEDS ..,c electrical SF $ 18.58 £ wleoectncal SF $ 18.50 $ - $ RENOVATIONS vooring•c_hreney _ 3.390. 5 _ Roofing,Strip&reroof SF S 3.76 $ - Roof Sheathing SF S 1.19 $ - Siding SF 8 5 Windows EA S 423.50 S - Sktinhts LA 95554 5 - Doors-Exterior EA 5 401.50 5 - - Oil Tank.275 Gabor: Oil Tank,550 Gallon EA S - MISCELLANEOUS CALCULATIONS TOTALS 5 2,2411213 8 - 8 1,434.413 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 10,386.00 $ 88.00 Plumbing Y $ 2,250.00 $ 24.00 Mechanical Y $ - $ Electrical Y $ 1,405.00 $ 16.00 Working before Permit Issuance N $ _ Certificate of Occupancy Fee $ 1000 Plan Review Fee $ 12.80 • State Education Fee $ 2.25 TOTALS $ 14,041.00 $ 153.05 Cin„rec re h�en.1 ter.oho 711116 pC AAoano Decider-II-int r`nef riot. JUL-11-2006 13:36 From:TAI S00 KIM 8602490695 To:8604450625 P.1/1 11 July 2006 Elbridge Luther 26 Marquardt Lane Gtoton,CT 06340 RE: 260 Raymond Hill Road Montville,CT Mr.Luther: 1 have reviewed the manufacturers published test reports for the MI22 Ground Anchors by Tic Down Engineering,Inc. The proposed anchors,when installed per the manufacturers recommendations and in the soil types indicated,will satisfy the requirements of Section AE604 of the 2003 Intetnatinnal Residential Code portion of the 2005 State of Connecticut Building Code.. Sincerely, ....)/1 41,0111 andall Luther Architect " ' ' "ti 4r *,r ��. ,� y� � �k. �N ,�� r ► r .. iw L� • fik tall. . s ' ' STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION '"' X NA Be it known thatl' 4 RANDALL S .U'�'�IER 322 BLUE H ILLS RD ; ,.'rei d DURHAM, CT 06422 has been certified by the Department of Consumer Protection as a licensed r , ' . ;^ AA •.ARCZ flTECT Z. e u� ' License # 4182 s "' ,c„ ‘ 7.„i.I, _ ,-,.: `A Effective: 08/01/2005 4 Expiration: 07/31/2006 .. Edwin R Rodriguez,Commiminneri '1`�' ^► 'r -4"‘. 41 w. ,4 '4 * F r r ' .I 111"‘1.7 4 kry r/ Ar y r -41'.,-- t t d' r ,�` 1 State of Connecticut i - _. = Workers' Compensation Commission :;. 7B L .� :�/�%fes Please TYPE or PRINT IN INK 'x Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner • who WILL act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Building pp••* 1.L)It t. ed trt . L LATj C Q, Property located at 2.4 0 R/fy/M, a 14 $cl L 0-r 9— in the City/Tow of , 117j.y-TAAtr& IT' Attest If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL act as the general contractor or principal employer,you must provide proof of workers'compensation insurance coverage for all employees. Comalete this form and,if applicable,sign the Affidavit below in the presence of a Notary Public or a Commissioner of the Superior Court. CHECK ONE (1)BOX ONLY, provide the appropriate information,and sign: UI am the OWNER of the above-named property.I WILL act as the general contractor or principal employer and,as such,will submit proof of workers' compensation insurance coverage for all employees who are doing work on the site of the construction project at the above-named property. Signature of OWNER Applicant ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL act as the general contractor or principal employer and,as such,will submit proof of workers'compensation insurance coverage for all employees who are doing work on the site of the construction project at the above- named property. Signature of SOLE PROPRIETOR Applicant tk I am the OWNER of the above-named property or the SOLE PROPRIETOR of a business doing work at the above-named property.I will not personally submit proof of workers'compensation insurance coverage,but I will attest to the following: AFFIDAVIT . I hereby swear and attest that 1 will require proof of workers'compensation insurance for every contractor, subcontractor,or other worker before he or she does work on the site of the construction project at the above-named property in accordance with Section 31-286b of the Workers'Compensation Act. Signature of OWNER or SOLE PROPRIETOR Applicant `—jtr" Name of Business—if applicable Federal Employer ID#(FEIN)—ifapplicable Subscribed and sworn to before me this C-1S� J day of --c-� t ..LISA TERRY , 200 lBTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2007 Signature of Notary Public/Commissioner of the Superior Court , ,C�7a / Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERTIFICATE OF OCCUPANCY APPROVAL 26o -R• / , ' / a Lo T-- / -/ Property Address Pie w iiiid/ee /% e , Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval ❑ WPCA Comments: NI Planning &Zoning s %� 6 Comments: 2C--,Z,- / 2 / ❑ Health Department U ) .// L i. i ' '/e`oL. Comments: / ❑ Department of Public Works Comments: ❑ State Dept. of Transportation (AB conditions of STC Certificate of Operation(if applicable)have been satisfied) Comments: ❑ Police Department Comments: // iiiFire Marshal �,// g/e Comments: / ` /Y ✓/ Wfvued>lugust 5,2005 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL 26o kM-ymomitor 7' / Property Addressiilyrt. 44/ clew /1'!06,'L'e ,ar^ e l A6,C 2 1/201: 1 Bierh Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval • Tax Collector (/-- �,,,, b\kS k o 6 Comments: WPCA, Administrative .insn ttir l date Comments: ❑ WPCA, Operations Signature/ date Comments: ❑ Planning&Zoning Z.4 � ��y ,S- c6 Signature/ tate Comments: /� Health Department Ce.7'L 69-/V'e& Signature/date Comments: lar,E 2'BZ NICU Z BI1? ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/date Comments: ip Fire Marshal • Lit b ` , Signature/ date e Comments: ' i Nh I • 1 ( I `I 2.cvisedAugu st 5,2005 IIIIIIIIMMINPF , .(\ Lot I1 1 I 8usv Renv r 11'. ,, ti / I t Lot II 1.0l 1 I. ' ' , 'i' ` I4! I,I Ginnsonti IL8,.,,; ,......--,0, 1 'Ii ® • 1....1— •,V'\y �R-A`S.. 81 , time- 1,',';',...., I • d.. ['1! 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Residential-Configured Drawer-Over-Door Cabinet Design * 3/4" Solid Oak Face Frames * 30" Overheads with Two Adjustable Shelves (42" Overheads in Step-Downs) * 24" Deep Base Cabinets and 25" Countertops with 4" Backsplash * Natural Oak Cabinet Doors (Raised Panel Doors Optional) * Concealed European Hinges and Metal Drawer Guide System * 7" Deep Double-Bowl Stainless Steel Sink - High-Profile, Pitched Shingled Roof with Ridge Vent Eaveguard® Ice and Water Shield 6" Fascia and Vented Soffit - 25-Year Fiberglass Roof Shingles —40#Roof Rafters, Installed 16" On-Center, with R-19 Fiberglass Insulation - D/4 Dutch-Lap Vinyl Siding - '? Exterior Wood Fiber Sheathing (OSB on Drywall Finish Homes) - 2" x 6" Exterior Walls, 16" On-Center, with R-19 Fiberglass Insulation - 71/2' Sidewalls with Cathedral Ceiling Throughout - Residential Stippled Drywall Ceiling Throughout - Vinyl Thermopane `Low E' Windows with Beveled Edge Oak Sills - 38" x 82" Residential 6-Panel Steel Exterior Front Door with Storm - 38" x 82" Residential 2-Lite Steel Exterior Rear Door with Storm - Pre-hung Interior Doors with Triple Residential Hinges R-1 I Fiberglass Floor Insulation One-Piece 60" Fiberglass Tubs & 36" Shower Units * Some Models Feature Garden Tubs & Larger Shower Units 36" High Bath Vanities with China Sinks Round Front 1.6 Gallon Commodes Delta® `SBS' Faucets on All Bath Fixtures National Brand Kitchen Faucet with Sprayer 25 oz. Saxony Plush Carpet with 5.5# Rebond Pad Extra-Heavy Wood Molding Profiles Floors, Walls, and Roof All 16" On-Center Construction Insulated Heat Duct System with Perimeter Heat Diffusers and Toe-Kick Registers M. 12" Heavy Duty I-Beam Foundation Frame HUT 00 : Outriggers Every Four Feet Thermal Zone III Detachable Hitch Wind Zone I (Wind Zone it Available as an Option) All Wheel Brakes on 16' Wide Homes p eri r; nterl 25 oz. Saxony Plush Carpet Installed in Designated Areas ELQars f16"On Ge 2x6 Graded Mechanically Joined Perimeter Joists `' " Reborrd Carpet Pad Carpet Installed with Tack Strip and Carpet Bars 2x6Graded Flooroists Lagged to Chassis J 2x8 Graded Floor oists for 16' Wide Homes Pre-hung Interior Doors Installed with Residential Hinges 5/8"APA Square Edge Floor Decking, Glued and Stapled Decorative Vinyl Drywall in Kitchen and Bath Areas R-11 Fiberglass Insulation Complete Fabric Drapery Package with 2" Mini Blinds Porcelain Hanging Dining Room Chandelier Ihtterior Waller f1B"On Genterl Residential Pewter Color Lighting Package Graded Wall Bisque Color Electrical Devices 2x6 Exterior Si 11 Studss Vinyl Clad Wardrobe Shelving in Closets and Pantries 90R-19 Fiberglass Insulation Foyer Entry with Standard Vinyl Flooring Cathedral Ceiling Throughout lEiterior Residential Wood Molding Profiles Solid Oak Window Sills Double Four Dutch Lap Vinyl Siding 3/8" Wood Fiber Sheathing Installed Under Siding 38x82 Residential 6-Panel Steel Front Door / Storm Kit y w 8x82 Residential 2-Lite Steel Rear Door w/ Storm Residential Deep Double Bowl Stainless Steel Sink Exterior Light at Front and Rear Door3National Brand Kitchen Faucet with Sprayer "' Glass Soffit Light Over Kitchen Sink (Most Models) Vinyl Thermopane Windows with Low "F 'Tr Raised Panel Shutters on Front and Doorside Solid Oak Cabinets with 3/`" Solid Oak Face Frames Concealed Cabinet Door Hinges RguatliV On p•++v�� Pewter Color Door and Drawer Pulls High Profile. Pitched Roof with Ridge Vent Refrigerator Overhead Cabinets 6" Fascia and Vented Soffit National Brand 25" Deep Laminate Counter Tops 40# Certified Roof Trusses Backsplash on All Counter To Residential Stippled Finish Drywall Ceiling Metal Drawer Guide System p, 25 Year 3-Tab Fiberglass Roof Shingles w/Eaveguard Drawer-Over-Door Cabinet Design R-26 Blown-In Cellulose Ceiling Insulation Adjustable Shelving in Overhead Cabinets Shelving in All Base Cabinets National Brand No-Wax Vinyl Flooring lietiti(or Coleman Gas Furnace Louvered Metal Door on Furnace Compartment ISS �t� and Appliance ltl-Floor Heat System with Insulated Heat Duct Standard Appliance Color is Bisque Vent-Air System (Except with Electric Heat) National Brand 18 Cubic Foot Refrigerator Perimeter Heat with White Perimeter Diffusers National Brand 30' Free Standing Gas Range toe Kick Diffusers in Kitchens and Baths National Brand 30" Vented Range Hood with Light Hath5: lehelttingi 30 Galion Double Element Electric Water Heater Fixtures Available in White Only Drip Pan with Exterior Drain Under Electric Water1 6 Gallon Water Saver Toilets HUD Approved Water Lines & Schedule 40 ABS Drainl_Heateres Delta 'SBS' Faucets on All Bath Fixtures 36"' High Oak Vanity Cabinets with China Sinks Enclosed Water and Drain Lines Plumb for Washer National Brand No-Wax Vinyl Flooring National Brand Laminate Vanity Tops with Backsplash Water Shut-offs at All Fixtures Medicine Cabinets and/or Light with Mirror gissin-cAL Generously Sized One-Piece Fiberglass Tubs and Showers 60" One-Piece Fiberglass Tub Units with Drape 100 Amp Service with Circuit Breakers National Brand Lighted Exhaust Fan in Baths Wired Smoke Detectors with Battery Back-Up GFCI Protected Exterior Receptacle GFCI Protected Receptacle in Wet Areas Switched Receptacle in Living Room Copper Wiring Throughout Wire and Vent for Dryer ANCHORING EQUIPMENT FRAME CLIP RADIUS CLIP STRAP CRIMP SEAL A 471,E(,p,!-OAt7 w' 10L�'r/ ;( / %�!IAI.l. .r I-BEAM mve A 1'0 W�A1} A1 l�i'eQuvfgtA • COA?l0�Z�1C ONrro51�t , 0r� , YA • /TRAP i TO ANCHOR ONO L. - ,c xSTFQ. ,pe l '': ' N0. 2117 . `. State of • 17'QCHITI:CS `� I-BEAM • Review of these DESIGNA REVIEW thesepfans doesnot uthorica ��mm • or approve any omission or deviation Front RArgus CIIP the Federal Manufactured Home ConstructioA • &Safely Standards. frpr..—I--__L -_- FRAME CLIP SEP 16 1998 • DO NOT COPY property ol ''STRAP CRIMP SEAL ;This page is the exclusive ro w. R. Arnold & Assor•_tet. Inc, & Is Q protected by a Federal Unpu�lrshod Copy: Ar es p5s mem6E/4' riot TRA DEMN REVIEWa/ Review ort?tese plant authorize does sat auorize STRAP LOL,/t'TfO�!/f ov L. or approveon any sxnissiof deviation From t the Federal M3nufaetured Home Conskue4iofl /f D Tiff�� a Safety Standards_ JUN 10 2002 TO ANCHOR DO NOT COPY This page is the exclusive prop al T. R. Arnold & Associates, Inc. pratec►ed by a Feoaral Urhpublishe� right, NOTE:THIS DRAWING SUPERCEDES ALL OTHER TIE DOWN T—l4 —a'/- 68 i ----------------------- ------ - Prepared by P. O'Toole for: Pine Grove Homes June 5, 1997 (Rev. Mar. 8, 1999) _ . ZONE 1 -TIE DOWN REQUIREMENTS FOR MANUFACTURED HOMES 1 Typical Each Side for Double Wides . , Sde..4c0TtPC; .< V. No. 20897 :T Tie Down Straps . = • • AD . El t:••3• STATe Oft :c. Max. Tie Down Angle <5,-......,...-• AMMUMMONO' . ,_ s, . Dov;if .1 %, ts',I0 ,,..s-,01 • to ‘ i_b, ggRaWINW - where applicabN q TRA DESIGN REVIEWV .:*;:i:MMI* ReVVOTarrtmeTtattsrdvrs-tte,ertft,keg Ground Anchor ::::::::::::::::::::::::::::::::::::::::::::::::::GnakInd : or approve any omission or deviation from :•:•:::•:•:•',:•:•:•.: - . - .0:•:•:•:•:•:•:•:•:•:•:•:•:•:.:•:•:•:•:•:•:•:•:.:°:.:.:,:•:.:' '-.',- ' , • the Federal Manufactured Home Construction ••:::•:•*.":.:•:•:•:•:•:•:•:•:,:•:•:•:.:•:•:•:.:•:•:.:•:•:.:•:,:•:•:•:•:•:•:•:•:•:•:•:•::.:•:•:.:•:•:•:•:•:...<•:•:•:.:.:•:•, - - &Safety standards ::::::::::•:.:::::::::::::::::::::::•:•:•:::•:::•!•:•!•:•::::::::::•::):::::•:::::::::::::::::::::::::•:.:•:•:•:•:•:•:•:•:*: • - -•*- . • . MINIMUM ON CENTER TIE DOWN RE..UIREMENTS JUN 10 2002 Floor Width DO NOT COPY f &SideV Wall I-Beam I-Beam Max. Resultant ThisPAALINstsci:Cis"tiees,Plri324er Height Spacing Height Spacing V • Load protected bAnittteral Unpublished iv( • ht. Feet Inches Inches Feet rig Lbs De:rees Stra.s 14 ft. w/ 7'•6' 89.5 -95.5 18 to 30 10'-0" NA N.A. 2 sg- 16 ft. w/7'• 6' 89.5-95.5 18 to 30 10'-0" N.A. N.A. 2 24 ft. w/ 7'•6' 75.5 -95.5 18 to 30 V 9'.o" N.A. N.A. 2 :f 28 ft. w/7'•6" 75.5-95.5 18 to 30 10'-0" N.A. oRreNckview,0f9yIelCik0:3YforniElZioefi9R4tVnedi2Vaautch°-kr;fx:m the federg Manufachoed Home Coin.: r r 4 SafOY Standards. s njc mn Double Wides with 5/12 Roof Pitches: APR 'e 2 . . 24 ft. w/7'•6" 75.5 - 18 to 30 7 -0"- NA. - NA 1 1991 ' 28 ft.w/ 7'•6' 95.5 18 to 30. - 8'-0". - 0 NA. . .- .- rhig•Oas. VofitreTscheFsP22;rOpertY • . . T„ R. Arnold & ASSOC:3CM InC• • ,- ,,:;•••• • - ' .,`, • • . • protected by a federal Unpublished Copy ft. w/ 7 6 32 '- ' 95.5 18 to 30 " 8'-0" - NA. -. riN.A. - 2 . . Notes . . ... . - - 1)Straps are required along each dutSide143eam of home, and if Specified, at each end. The end wall straps should be fastned to the I-bearris in an approved manner at between 20 50 degrees from horizontal. 2)Minimum straps to be.035 x 1 I/4'-type 1, Finish B Steel Strap Conforming to ASTM D3953-91. . Must be able to resist a working load of.3150 Lbs.(4725 Lbs. Ultimate) , 3)Scc Monne,for pier somifitc;(jullS, t,c8..41 igs- , ans •• : zes. 4)Max. box widths: 14- 164 inches w/3 inch eaves; 16 ft 184 inches 3 inch eaves; 24 ft. - 144 inches • w/6 inch eaves(12'w/5/12 roof); 28 ft.wides: 164 inches w/ 12 inch eaves, 32 ft.wides: 184 inches w/6" eaves. . . . . 5)Units with 5/12 Roof Slopes: . . a) Fasten together with 30 ga. galvaniZed straps with 7 - .16 ga.,k-l'staPles each end. Fasten .- .8 ft. on center along floors(joist to joist)and roofs(truss to truss); . . . ..- . .•,-- i-. . - b)Fastenlialves together with#10 x 4'screws 12 Inches on center alongthePeak..Fasten throtigh-213),rail'--- .-1 -- - - along the top of the rail at an angle of 30 degrees with horizontal. Alternate sides,--7- • /40 RI , .. . :• - - • - • 61,- 5.2.2.6 CrossoverHomes Connections for Multi- r all sidewatl anchor brackets locations.When connecting mc I i : Section than one strap to a single anchor,or,align the shaft of each I,� anchor with the calculated resultant of combined forces.Yc _ Your home will require crossover connections between the should consult a registered professional or structural engine sections for electrical circuits, plumbing lines and, possibly,gas if you need assistance to determine the correct angles for t 1 eines and heat ducts. Chapter 8 describes the proper anchors. I' xedures for making these connections. I I 5.3 Anchoring and Tie-down Instructions Chart 5.3.1.5 Chart 5.3.1.5 After blocking and leveling the installer must secure the home MINIMUM ANCHOR SPACING jI i to resist anticipated wind forces.The type of installation determines how this should be done. WIND ZONE I WIND ZONE 5.3.1 Typical Installations STRAP METHOD SINGLE DOUBLE il II STRAP STRAP 5.3.1.1 Piers-Ground Anchors ANCHOR MIN.ULTIMATE LOAD CAPACITY 4725 LBS. 9450 LBS. 1, 'i! Rest home on piers and footing system.Angle ground 14'sgl wide 10'-0" 6'-0" anchors into soil or embed in concrete deadmen placed in the 16'sgl wide 10'-0" 7.-0" soil. Fasten appropriate tie-down strapping material from the 24'dbl wide 9'-0" 8'_0• d ground anchors to the frame,with or without over-the-roof 28'dbl wide 10'-0` 8'_0- 1 i straps. �' 24'dbl wide w5112 pitch roof 7'-0" 5.3.1.2 oncret*�Slab or Continuous 28'dbl wide w5/12 pitch roof 8'-0` 5'-0" illi Footings32'dbl wide w5/12 pitch roof 8'-0" � i Rest home on a concrete slab or ribbons.Fasten appropriate j tie-down strapping material between the frame and perimeter footers or concrete slab. 5.3.1.6 Tie-down Instructions 1!!' l;j 5.3.1.3 Concrete or Concrete Block Load-Bearing Connect the frame ties loosely to the frame I-beam at all Perimeter Walls ground anchors on both sides of the home. With one perso on each side of the home, start at the front and tighten the 1 j' Rest home on exterior load-bearing walls that sit on concrete straps on both sides at the same time.Caution:The home e 1' otings, which are sufficiently heavy to resist,all anticipated pulled off its supports pports if all straps on one side are tighter forces. Fasten appropriate tie down strapping material from at the same time without equivalent tightening of straps of the home to the foundation walls. For multi-section homes, opposite side. support the i mating g wall by piers or a wall a fasten AGN REVIEW with straps and ground anchors to resist all e w2 siondoes not asgl Optional Over-the-Roof Straps sior deviation frim the Federal Manufactured Home Construction 5.3.1.4 Number and Location of Straps Sh o Standards. Pine Grove Manufactured Homes,Inc. homes are designee �' Anchors cillfor installation with frame ties only. No additional ties are JUN 2402needed under normal conditions for which the home was Select the number and location of straps and anchors from designed.At your option,optional over-the-roof straps may Chart 5.3.1.5. Use either the single, or the double stank_ used to provide additional stability for single section homes �! method, but use only listed and approved ground agrs the oex COPY p $fwmd areas,in addition to the required frame tie-dc j capable of resisting at least the minimum loac{s r r Associates, I res described above.Straps and anchors should be chart for the method you select.All strapmat r '' Must unpubfi �5 il q `u must specified by the manufacturer of these items.Yc j comply with or be equal to Type 1, Finish B,Grade 1 steel should consult a registered professional or structural engine I n strapping 1 "wide and 0.035 inches in thickness, certified by should you elect to install over-the-roof ties. I I! a registered professional engineer or architect as conforming li j! to ASTM D3953-91,standard specification for strapping,flat � ; steel and seals.Anchors and anchoring components must be 5.3.3 Severe Climatic Conditions 11 11 certified as capable of a minimum allowable working load of I1 I 3,150 pounds with a, 50%overload factor(4,725 pounds 5.3.3.1 Freezing Climates ,i ! ! total).Anchoring equipment exposed to weathering must have li j a surface coating of 0.30 ounces zinc oer square foot,or other Be certain anchor augers are installed below means which provides equivalent resistance to weather fust line. Dur Illy txr;�,rb of frust hrovc,br;Await",trJJ, deterioration. itension on the straps frequently to take up slack. 5.3.1.5 Installation of Anchors 5.3.3.2 Severe Wind Zones Install anchors at the locations selected from Chart 5.3.1.5, Pine Grove Manufactured Homes,Inc.does not recommer following the anchor manufacturer's instructions. Use single installing your home in an area known to experience severe head anchors at all "frame-tie-only" locations when using the winds,or in any zone,which requires greater wind-resisting single-strap method.Install single-or double-head anchors at capabilities than those for which,it was designed(Refer to 28 �/I i !ii . MANIirACTLi1Ee: MUSING EOt,INCATION SYSTEMS l '''i .. . .. OLIVERTECFLNOLOGIES, ; NC. i I C OTI CAP BOARDS INSTALLATION INSTRUCTIONS i, Model #OTI CBI Description -- OTI Cap Board IX8X16 Nominal Model #OTI CB2 Description -- OTI Cap Board 2X8X16 Nominal SINGLE STACK PIER. 1. Install ABS base pads or other approved footings per manufacrnrer and or other Auhohty's having jurisdiction. I'' 2. Center the 8x8x16 nominal CMU on top of footng. When a pier is used as an I beam support the long dimension of the CMU shall 1, be placed perpendicular to the I beam,or when it is used as a perimeter pier install the CMU with the lone dimension parallel to the perimeter rail. 3. Place the model tat OTI CB2(ribbed side down)or 4x8x16 no;rinal concrete cap block centered on top of the C.M.U. 4. Ifa gap exists between:.he top of the pier and main beam,it may be filled with additional cap boards(stacked two high in any combination)sn¢/or with Parr#2410(Oliver Technologies,Inc.ABS Wedges)or equivalent approved wedges. !',j 1 I DOUBLE STACK PIER 1. Install ABS base pads or ocher approved footings per manufacturer and or other Authority's having juzisaiction. 2. Double stack the open celled C_MU's so that each course of the open celled C\it2's is perpendicular.o the previous course. 3. The cap shall consist of two(2)OTT CB2's(ribbed side down)or two(2)4x8x16 nominal concrete cap blocks or other approved.r-aerials. 4. If a gap exists between the cop of the pier and main beam,it may be tilled with additional cap boards (stacked two high in any ; ; combination)and/or with Part#2410(Oliver Technologies,Inc.ABS Wedges)or equivalent approved wedges. ,. +...i NOTES: . �,�'_a" ,,.. -. . -. y+ 1 -7/. . 1. Cti4U's shall be manufactured in conformance with ASTM C 90. cs�`'' V'^f's"� �''''''�'i''�'''71=' } 31,11. S�:�c i y}-"ya,,';i. g 2 on Cap Boards may be used in conjunction with other approved pier products, '''•I. ^ 1,� v.-. ,„, fi 4' � 3. Plastic or brood must ahvays be used as a cushion between concrete&I beam. '`-.-� �•r.` 'd ' '�'-t' '' •5 `=}a^�: ' 4. Single stack OTI Cap Boards are rated for a maximum of 8,000 lbs. ,-'-'"W.:3.1 ;`u k":`,t 4-d,�•:f I S. 2 OTI Cap Boards installed side by side or interlocked are rated for a maximum 16,400 lbs. •'--_ '�4'jf:',a r .tom. 6. All 8x8x16 CMLI s shall be installed with open cells vertical. - — - i�Patens pending revised date 2-27-04 -i "—MAO:SEAM WEDGES F7C:_AIo ,�`'� 'law - ..:^t ��/"`•••„' ,ti -,,-;:;.......,$-..,::-...,.' ` '.> .. . :• ... ..j.. Y• 1vEDCE31 •••`-- • •gam. .• .› 11 f ' CAP BOARD \ - \`,/ CAPSraR0 OI S% i.. CAF BOARD—• \/ ‘:',..4 .,,,..!.:,,,,(-'-- j. '— FCC?sI:'. • I'I' �J \\j/ '----z.---- B_OCKS=AFALE- t+:ITE PERPENDICULAR TO MAIN BEAM _ _ EDGE OF FLOOD. SINGLE STACK PIERS DOUBLE STACK PIERS PERIMETER PIERS IRA DESIGN REVIEW Review of these plans does not authorize 467 Swan Ave. or approve any omission or deviation from Toll Free: 1-800-28 4-74-37 the Federal Manufactured Home Construction P.O.Box G & Safety.Standards, Phone: 931-796-4555 Hohenwald,TN 38462 oliver•_echnologies.com Fax: 931-796-881 1 MAR 2 4 2004 DO NOT COPY /�. 7. O this t e s is the exclusive property of / r�ao:r. & Associates, Ind: & is et•e by a Federal Unpublished Ct,Oy` I . 20 4.1.2.2 Configuration Manufactured piers must be listed and labeled.Do not extend their adjusting studs beyond the limits specified by the The illustration 4.1.2.1 on the previous page depicts the manufacturer. _ recommended arrangement of concrete block piers constructed onsite. Concrete blocks should have dimensions of at least 8"X 4.1.3.2 Piers 36"to 80"High A"X 16". They must be stacked with their hollow cells aligned tically. When piers are constructed of blocks stacked side-by- Construct all piers between thirty-six Je, each layer should be at right angles to the previous layer. inches(80")high,and all corner piers over three blocks high, Cap all hollow block piers as shown in Illustration below out of double interlocked concrete blocks.Piers thirty-six inches distribute the structural load evenly.Caps may be of solid masonry or hardwood and of the same length and width as the (36")and higher must be mortared in place. piers upon which they rest.Avoid soft woods and plywood,as 4.1.3.3 Piers Over 80" High they may deteriorate over time and cause settling of your home. Use 4"x 6"(minimum)hardwood shims to level the Where home and fill any gaps between the base of the I-beam and the ��by local codes,construct section4.1.5.piers themeignty top of the pier cap.Always use shims in inches(80")high as described in Lay in pairs,drive them in concrete mortar with steel reinforcing bars inserted in the block tightly so they do not occupy more than one inch(1")of vertical cells and fill each cell with concrete(Refer to illustration space. Use hardwood plates to fill in any remaining vertical 4.1.2.1).Where such construction is not gaps. permitted by local codes, piers over 80"high must be designed by a registered Illustration 4.1.2.2 professional engineer or architect. 4.1.4 Location and Spacing _ The location and spacing of piers depends upon the i dimensions and weight of the home,the roof load zone,and the :Al ---11<-,-.44 / type of construction(single or multi-section).In general,locate 2 s�of piers no more than 16 inches from either end of home and no '+�'....4....1/4- more than 10'-0"center to center between the end piers. 10,1_,,,,...„...„, ms` s Additional piers must be placed under large openings, Refer to �/ Illustrations below. a r..'MUST"be of 10 p��-n-�-- Illustration 4.1.4 `/ 1-6ca�r vwte..IiJ %/ Siegle wide unit uu �,.�... . . . _ _ -C ❑ -0 ❑. A IBIB A> Select manufactured pier heights with risers, which do not ❑ 0 extend more than three inches 3" when finallyfill ( ) positioned. All piers must rest on footings which extend below the frost Double wide unit line,if applicable,and are placed on either undisturbed soil or U U compacted fill. G ❑ -G ❑ 4.1.2.3 Clearance Under the Home A B B AN> Allow a ground clearance of at least one foot(1')under the D D ❑ p 0 lowest part of the home near all utility connections.No more D ❑ ❑ ❑ than one-fourth(1/4)of the frame should be doser to the -0- 0 a- ground than one foot.Wood floor joists,induding the perimeter joists, must be at least eighteen inches(18") above the ground. IBIB A AN> 4.1.3 Design Procedures G ❑ 0 nn A registered professional architect or engineer must certify design procedures other than those specified below.Failure to • al •5-11-11. • al >,i;•t tt. IC( •. air: I, 4.1.5 Under Doors and Large Openin a s 4.1.3.1 Piers Less Than 36" High Ifg,p n ids n io th sides of all exterior door °�n `� mbail �auw!fle_" than four feet(41, You may construct piers less than thirty-six inches(36") high patt5skir j 1.r ' fig iti ,%lurteiet porch posts. -ut of single open or closed-cell 8"X 8"X 16"concrete blocks. istall blocks with the long side at right angles to the supported I-beam. Position open cells at right angles to the footers. JUN 2002 Horizontal offsets should not exceed one-half inch(1/2")top to bottom. Mortar is not normally required._ Po NOT COPY This page is the exclusive property of T. R. Arnold & Associates, Inc. & is protected by a Federal Unpublished Copy- • right_ 8 iHUia UU i r STfl jra f-ef- i tI 1'c f! ia�".i�n�i gni i 4 I f'1w'4 P"ie`;Rv:.fLt inti •hire Model No. Description of Test Strength Test Date Ref. Page ":'!2ND;e Vertical =tuff-cu` in dense sandy iimerock tii?. A.196# 126 AJTiyM D1586 Blow Count 1unt 19_V7 /::.,1,7-1 y.)] 7/5188 6('+ fl Ml2H 314 Vertical pull-out in dense sandy lirnerock till. 7.590# ASTM D1586 Blow Count 19-36 (ave ) 11/29"/9 6 Mi22518 Vertical pull-out in dense sandy limen!' k filL 8,391; ASTM D1586 (avg.) 6/20/88 7 Mi223!1 Vertical pull-out in dense sand,limerock fill 8,253# ASTM D1586 Blow JJL i ?J 'uV 1.n iplirR MBA Vertical pull-out in laboratory fixtures for 5.450# 4/12,88 b simulation. Unconfined rock was not available. lvi{VS2 Vertical pull-out i 3000 psi cured c i ltiCle 69J , � , err-In^, ,....n Ul ou 9 fiA!.. 2 Achar model was installer? in25l 0 psi 9740t 5(16175 10 homina! compressive strength concrete. vv.ic.re C. Care tulle 48 nouns. MIT2 Anchor model was instalieg in 2500 psi cured 10.980# 5/16/75 11 stab anri ert cafly pulled to destruction r i!LAU fert+cai rJ li-d„T in cense v iL4 i6::ASTMr _, rO 5/15/82 e� "vcve tests wer ? /r cf,v .n. ) , ti rtt � i y =-- _ r i x u a + z r J1i-11-2006 14:03 From:TAI SOO KIM 8602490695 To:918604450625-662262 P.2'3 _ — - Jul. 5. 2006-11:04AM No. 9656 P. 4 .h Section C . laidIcaLINO Ve ca Lead Test ` Lard Test Test No. 1 Test No. 2 Test No. 3 ' ' s (1' ) (Upward (Upward (upward Movement Inches) Movement Iacbros) Movement Inches) 0 0 0 0 J 500 0 0. 0 1000 .02 .01 0 1500 .05 .03 4 . 2000 .11 .19 .03 2500 .23 27 .09 .. , ...1 3000 .34 .42 .1S 3500 .42 .51 23 4000 ..., .73 .78 ....,J 4500 .65 .81 .36 ii J{ 4750 .72 .93 57 5225 .83 1.11 --- Average load 6000/123" 6100/1.73's 5100/2" 5733 l> . Test Probe 1' -550 1' - 700 1' - 450 Readings in (in. - ._.r. _) in Depth Per 2' -850 2' - 700 2' -575 } 2.5' - 1200 2.5' - 800 2.5' -800 "...17.1 .,—,............-....-.......mmina Soo Gass 2 2 2 71 Liix&ciior Model SII 22 MI 22 MI 22 Anchor Marked MI 22, C2 MI 22, C2 M12.2, C2 1-1 Date Installed _ 8/7/92 8/7/92 S/7/92_- Date Tested , 8/7/92 8/7/92 8/7/92 11 JUL-11-2006 14:03 From:TAI S00 KIM 8602490695 10:918604450625-662262 P.3'3 _ Jul. 5. 2006 11:04AM No, 9656 P. 5 r- Section C , I Load Test Dwa - 45.Angle Tension-Load Using Stabilizh ,Th Load Test Test No. 1 Test No. 2 Test No. 3 M (Pounds) (Side Movement t (Side Movement (Side Movement Indio!) Inches) Inches) . 0 0 0 0 500 0 0 0 • 1000 Al .02 .01 1500 .03 .06 .03 �I 2000 .06 .12 .08 .1 2500 .10 .23 .12 3000 .15 .30 .19 _ 3500 .23 .42 .28 �~ 4000 .40 • .82 .40 K I- I 4500 .67 1.78 - 32 4750 .97 - 2.10 - .82 i 5225 1.67 , 3.00 7.78" Up lift 2.17 Average Load 5250/1.89 5350/3.27° 5450/2.63" 1 5350 lbs. X2.00" Up lift 222" Up lift _ 200"Up lift • Test Probe 1' -475 1' - 550 1' - 475 Readings in 2' -575 2' - 575 2' 575 lb.) Per Depth th. 2.5' -700 ' 2.5' - 600 2.5' -700 Soil Clan 2 2 2 Anchor Model Ml 22 NII 22 • MI 22 1 Anchor Marked - MI 22, C2 MI 22, C2 MI 22, C2 - Angled Pulled 45.0° 45.29 45.6° S - ' ';. : Model MLATSTA MLATSTA MLATSTA Date Installed 8/6/92 8/6/92 8/6/92 I. Date Test 8/6/92 8/6/92 . 8/6/92 r� l 12 g 05� 0 ytt+�P ki1/4m4- r..1 E.i..1 T litll11411111H31r41 01'' 51,0'10° Alta V 7 ,,,' '' '' 44rip * 1. %ti' \41'.'." e # .7.'''''' i 0. 171:*_*_,..i li L•IC.Aii I.. 11,.....„. , . i.,),,00:1......... . ..1., ........ ,iiiilm,,,,,,i4; -..... g), t...t, -,,,,, 4 .4„ , , 10,,,,„. ' ,.r,,A) ' !i':+ 1 PAD. SP1 '�11, uo eg acu s ?.-2 Mq L . Z``'-scot h�Ts SI �ottli 13 ' �f2pa► )sem 31a� Fitter t....)etd ,AtiSTCC� �r L Tri, 03° 00 � x �''oo _ .�L �- (�� d A..d— 'IJ * i 9�,(•? f.r(P) MATERIAL SPECIFICATIONS i• *x� 12 jct..I,- d Pi m 14 l HEAD-A1SI-C 1006 5 iP. 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