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MFH and Deck 2006
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C = 0 .ci i rNE O O a1cr f co V) ..0 O 2 .p (D CO 0 = .0 O E D C `0 O O N Z O U W N C'3 O C Q� N .1d i 71-.1 i C C V • GJ 1- UN a a =Ln U ( ) p 1 rr' Field Inspection Notice Town of Montville Building Department June 12, 2007 Address: 260 Raymond Hill Rd., Lot 3 Job Description: Deck Permit Number(s): B2007-0000 Permit Date: Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Piers • • 5/9/07 DJ Porch framing • • 5121107 CC Porch Wiring • 6/12/07 CC Rev,Date:1/18/06 Page 1 of 1 • Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERT s E O OCCUPANCY APPROVAL 96OYThOWd Pro rty Address "Pi iffioh; i liovae Zo-fizt 3 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: Planning &Zoning (� +�oZ2 //c �> Comments: Health Department r / // e` /8' CO Comments: ❑ Department of Public Works Comments: ❑ State Dept. of Transportation (All conditions of STC Certificate of Operation(if applicable)have been satisfied) Comments: ❑ Police Department Comments: 40 Fire Marshal ', ate,/ �6Comments: ././/4 S)-79$ 4lpvrsed:August 5,2005 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: B2006-0332 Date: 12-Jul-06 Map/Lot: 087/002-103 Owner ID: 5813000 Project Location: 260 RAYMOND HILL ROAD Unit: 3 lob Description: replace mobile home 14'x 66'and deck 10'x 14' Owner Name: Eldridge 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: Lic/Reg No: 0 Exp Date: Construction Value__ 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: $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 reosonsibility 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 O 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 ❑d Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REOUIRED UPON COMPLETION ❑ Insulation ertifi.:t- : Approval `,/' cafe of Occupancy die Building Official's Approval: 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.:16p^ 3 Type of Work Occupancy Type Permit Type ❑New Construction 0 Single Family 0 Building El Addition 0 Two-Family El Plumbing El Alteration ❑Townhouse ❑ Mechanical ❑Accessory Structure ❑ Electrical CRS#: Job Address: 260 y r 'I /Ca iQ / [or 3 (Number) / (Street) (Unit) Job Description: //e,w H+ob.t 1f0114e,, l(? X 4v6 2 I 6s-ri 60,14-V Owner: 1.161t:14.4- w . L‘fTt eet Address: 2.4 Am-0 i#KJ r N- City: tS/Qo Ti N State: GT- Zip Code: oG 340 Telephone: 86o 445" �'2.4-0 Contractor: DBA: Address: City: State: Zip Code: • Telephone: • • •License Type: License No.: Expiration 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: 5' w ' ' J Date: /s- Tume. Zoo 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 0 Fee: Plan Review Fee: RECEIVED State Ed Fee: Total Fee: JUN 1 5 2006 BUILDING DEPT. &vice :(December 31,20. '111 l ` • 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 kArtwil ALG R*I LST 3 Property Address WIOL e. /Vvff C /6 X 4 4 gelietrkvt1 134-4 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 Approval Department Permit Issuance Approval x • Tax Collector � � �\ b Comments: 111 WPCA, Administrative jatt, Comments: ❑ WPCA, Operations Signature/u/ date Comments: • ® Planning&Zoning ta!icd1' � zti� ' : ' c / " U� Signature/ date Comments: Health Department o..e/ C L (p-1,5-04, Signature/ date Comments: 1u 2-S2 1.4.1 ,�,, 2' U Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/ date Comments: i Fire Marshal k\i „Lu ch0 c'fA� Signature) date Comments: �C cvisedAugust s,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 26-0 Ra , J 11:1L fed LeT 3 Property Address Noma e /gl o b; L e. hyo 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 � �, \t- k o� Comments: WPCA, Administrative t date • Comments: ❑ WPCA, Operations signature/ date Comments: ❑ Planning&Zoning c, z _,i. nal:L.ire/ =late Comments: (' � �- -L //) / L Health Department Signature/date Comments: ❑ Department of Public Works Signature/date Comments: ❑ State Dept. of Transportation Signature/date Comments: .II Fire Marshal _ b( (2zA0kc), �,l ` n ' Signore ate Comments: \ 1\- (d�.C7L� �t L_�f — ��('Sl RFvise6Augu ct 5,2005 Address: 260 Raymond MN Road.Lot 3 ITEM QTY VUNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF 5 114.17 8 - - Basement,Finished SF $ 20 87 $ - $ - Basement Unfinished SF 5 11.28 5 - S - Crawl Sapee SF $ 8.46 $ - ir..-,lr:rtru,veuoos - AP 8 3190 $ - $ - Si - MANUFACTURED HOMES Ground Anchors 1056 SF 5.86 5 9138.16 5 2,245 20 5 1.404 43 • Sasemer* SF 5 11.28 5 - 5 - 5 Crawl Space - SF 5 8.46 . - S - p - AMENITIES Kitchen EA 5.. - 5. - Full Bathroom • - EA S - 5 Half-Bathroom EA - 5 - GARAGE • Attached SF 43.41 8 - 5 - - Detached SF 5 63 21 S - S Under SE EF 9.1. 5 - 5 - Carport SF $ 18.08 $ - MECHANICAL vvarmAir N riot Water N ',WS $ - Electric N .81r=_ndltiening N Y,p� ELECTRICAL SERVICE • Upgrade AMP - Overhead.new Amps $ - Underground.new Amps - • Subpanel EA $ 545.00 $ - - Gen Set EA S 3.509.00 S - - SOLID FUEL BURNING APPLIANCES Prefab,Metal Fireplace EA 5 5,507.00 5 MasoerawilfiretNace EA 5 6.451.50 5 - Masonry w2 fireplaces CA 5 10087.00 - • Wood Stove.free stanetng EA $ 2.447.50 $ - - Wood stove insert EA S 1.090.70 $ - DECKS,PORCHES.SUNROOMS Deck 140 SF 5 25.33 5 4.157.20 Porch SF S 135.80 $ .,..vroom - sr- S 160.82 5 - S - • POOLS&HOT TUBS Hot Tub EA 7.237.50 5 - 5 - Inoround Pool EA S 19.430.40 S - $ . Above Ground Round - EA 5 4,635.88 5 - e Above Ground Oval EA 8 5.472.50 $ - $ - Pool Heater S„ 8,157.$0 - Inflatable Type Pool EA $ 1.542.42 $- - SHEDS voo electrical SF 5 18.50 5 - , - wielectrical SF 5 18.50 5 - S - - RENOVATIONS Hoofing.Overlay __ $ _.-_ 5 - Roofing,Strip&reroot SF 8 3.76 5 - Siding - St 5 3.20 Windows - EA S 423.50 5 - SkyaGhts EA 5 955.54 5 Doors.Exterior EA $ 401.50 $ - Oil Tank.275 Gallon - Oil Tank.550 Galion EA $ - MISCELLANEOUS CALCULATIONS • TOTALS $ 10,35$25 5 2,2462e 8 - 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 $ 10.00 Plan Review Fee $ 12.80 State Education Fee $ 2.25 TOTALS $ 14,041.00 $ 153.05 m,-,,,,,,,—,aro hoco.l n.,±ho Inng pc nev ^g pgej.-Io.,+iI r,S±moi, • -) •`�C State of Connecticut Workers' Compensation Commission c` 7B Please TYPE or PRINT IN INK C 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 Buildi•• ,.. C L p.l). • 1 e Property bested at ►�2 GO R #110 A!� ii;LC (. . pQ Lo T 3. in the City!Town of !// 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 coveraae for all employees. Complete 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: ❑ I 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 11 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 I 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 Name of Business—napplicable / Federal Employer ID#(FEIN)—If applicable Subscribed and sworn to before me this 7-21 ST day of ��,e-- , 200 LISA TERRY ;aARY PUBLIC Signature of Notary Public/Commissioner of the Superior Cou fhY CCDM v SSiON EXPIRES OCT,31,2007 la 11111.1111MINV A Lot N1 Busy Beaver .. III ,-I' .''Ili Lot/2 • Irl i ° Lot X11-w I ; Giansanti I y i..„ I1i� °',. ap irtnnent I ,,!, ?, 17,67-)._.... il Lot r 'E..ot Lot airi Lot 15 16 17 { ',, ) i; EIligir # 4 E t=a ( d .� �. Lot Lot Kenn 'i I •1 I, II 1 :I' M I. . Lot - Ripani ,' IIG ,I;. 1:py J.dil� i , C w ' it III: ' ,I. • f 1 I ;lig 260 Raymund hiffi Road Ld,T., 3 l/ 7-q SKr L„ie, 144X (O � Vr►'ot;s te-- k© r., ' JUN-20-2006 13:27 From:TAI SOO KIM 8602498695 To:8604450625 P. 111 o8813 2 Z O N I in A• n 0 r �Q- � - -1 , .+"' .CPQ©`� Z,'_D / z,..„..z,..„.. -f--, 't -. - Crmkg) .. ,vimT/e mat== t '� ç . :: - 'Lc,"pe 4,04c i K- , / { ,..,...,4 s s - tl _ '4 —: fril 'we 0' 1 t :tsi, ta) .4! .-.. _rt„,, to tii X► v i -El; _._ c - () .7 ye % r 4#z.e.7.et 3?*C►" ii _� }- �."`"'�wi-re►: tic.i tu•Fza N 43'.4 4 j �a + 4 1:04CA4.. 1320_016±4/5014_ 'M1,144 /4" {4>" L4,„ ..„...., ....___.........._ _. .... .. ,... 0 (\i ....i _,.. .,e % 2 I-- 14 az -', ------- .4.2 tNi tk.) %•• ',Ms NI- -7 - / VI •____ -----______ 2 <21-' Z1 -., C ...._. ..... _ _...4 ..., ....-- _.---- ....- / , , , , ; i k -.. . ; . . .. iL6 9c) ,O( M LVoJ VVald,MQLwJ ltd LAV•p1J' 111d(e LJ./VVG e)Ltd6f915. LVLJW. Residential-Configured Drawer-Over-Door Cabinet Design * -V 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 Framesi, 12'" Heavy Duty I-Bearn Foundation Frame HUD c Label: Outriggers Every Four Feet Thermal Zone III Detachable Hitch Wind Zone I (Wind Zone li Available as an Option) All Wheel Brakes on 16' Wide Homes Interior; Floors 1'76"On Centerl: 25 07. Saxony Plush Carpet Installed in Designated Areas 2x6 Graded Mechanically Joined Perimeter Joists `' 5 Rebond Carpet Pad 2x6 Graded Floor Joists Lagged Co Chassis Carpet Installed with Tack Strip and Carpet Bars 2x6 Graded Floor Joists for 1e' Wide Homes Fre-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 p Complete Fabric Drapery Package with 2" Mini Blinds Porcelain Hanging Dining Room Chandelier Residential Pewter Color Lighting Package Exterior Walls fle"On Centerl; 2x6 Graded Wall Studs Bisque Color Electrical Devices 90" Exterior Sidewalls Vinyl Clad Wardrobe Shelving in Closets and Pantries R-19 Fiberglass Insulation Foyer Entry with Standard Vinyl Flooring Cathedral Ceiling Throughout I:xteriAr: Residential Wood Molding Profiles Double Four Dutch Lap Vinyl Siding Solid Oak Window Sills 3/8" Wood Fiber Sheathing Installed Under Siding Kitchem 38x82 Residential 6-Panel Steel Front Door w/ Storm Residential 7" Deep Double Bowl Stainless Steel Sink 38x82 Residential 2-Lite Steel Rear Door w/ Storm Light at Front and Rear Door National Brand Kitchen Faucet with Sprayer Exterior Light Thermopane Windows with Low "F" Glass Soffit Light Over Kitchen Sink (Most Models) Solid Oak Cabinets with 4. Solid Oak Face Frames '12" Raised Panel Shutters on Front and Doorside Concealed Cabinet Door Hinges Relax 176"On Centerl: Pewter Color Door and Drawer Pulls High Profile Pitched Roof with RidgeVent Refrigerator Overhead Cabinets 6" Fascia and Vented Soffit National Brand 25" Deep Laminate Counter Tops 40# Certified Roof Sof Backsplash on All Counter Tops Residential Stippled Finish Drywall Ceiling Metal Drawer Guide System 25-Year 3-Tab Fiberglass Roof Shingles w/Eave uard Drawer-Over-Door Cabinet Overheade R•26 Blown-In Cellulose Ceiling Insulation y AdjustableelvingiShelving Base se in Cabinets Shelving in All BCabinets National Brand No-Wax Vinyl Flooring 1HMiller�or Coleman Gas Furnace Louvered Metal Door on Furnace Compartment itchern andApAppliancences: Ill-Floor Heat System with Insulated Heat Duct Standard ColorisRefrigeratoreue Vent-Air System (Except with Electric Heat) National Brand 18 Cubic Foot vent-Air Heat with Perimeter DiffusersNational Brand 30' Free Standing Gas Range National Brand 30" Vented Range Hood with Light Toe Kick Diffusers in Kitchens and Baths Baths: Plumbing: • 30 Gallon Double Element Electric Water Heater Fixtures Available in White Only Drip Pan with Exterior Drain Under Electric Water Heater 1 Delta Gallon Waters Saver ll Toilets HUD Approved Water Lines & Schedule 40 ABS Drain Lines 36" 'SBS' Faucets on Ail Bathswith Chin Enclosed Water and Drain Lines aHigh Oak Vanity Cabinets China Sinks Plumb for Washer National Brand No-Wax Vinyl Flooring Water Shut-offs at All Fixtures National Brand Laminate Vanity Tops with Backsplash Medicine Cabinets and/or Light with Mirror Electrical; Generously Sized One-Piece Fiberglass Tubs and Showers 60One-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 Ici j[ H1V9 RUM 1f10HlVM ELN f/} a Q 8 vs 1 i ? ta La a� lii g m ' ' ii4 j Ili u Ili o _ 1 --t liii hiI i 's r t:l 111 101 . cv, . 3 b i Et pp ,pg • .,. ir n 0 m F N1 . , 11 1 I i1 (-61 k NI ' 1 1 • 40, P- iialg"; ill iog ill 1 :7 i. 10.- .c , . 0 ug .vito ‘1/is gig Itig c � li I , moi t i TOO/TOO Fj SHWOH HAOU) 1NId 9L9Z 9bf, OL9 YYd ZO:ZT 900Z/14/119' . . . . . ,.., 1 LA w A % z 0 ;- 1_ A 44-- 7.... ;tea'% ......-77.._ ,,,1 _.._-- a i a N al Cele) bo] 11. 1 p 1i, , , _ ..... ,, .0-Ay----p-- lip uj ..3 if.roi We: i b ' H , 2 71,. ..-- 1 ILI IX 40"it b .o-.4*----* r, II1 ,t,... b III 41111 ______Iiiir_31 1 liN • b • 11 111111µ . 11-- 14 IP illil . bli vh_17-1.1.1 Md 1641.0 a 1.J 1 __ h i11cl- fes, 11 a .Z, -IN Qii$1 g 1aii, 8 glilli b III [1� !T--I .311.0-X anu..4 4,40-X tO0/60011 SHI40H HAM.) P.INIC 9LFZ S6£ OLS IV,I LZ:ST 9002/ST/$Q CNII „..._. ,....__- 1 ..,,... 1 „:-... ...:_-_ 1 ..:__- 1 ....- !_..- ...±. cc z ragi cc� it/ k. 1--cn /All - X o w w T i_ 14a <0 , O OZ -CC ..-, 1 1 Il I1..._> z 4 0 LL ... ..... Cr .. .. ui ; F-- W 0 . _ /iI/Ill . Q cc . ... 11J ccW H i zW U Cr f w r 1..1..1 2 IIIIIIIIIIIIIIf Z i 1 < 'er) U. o - W Ull) QZ mo LU co U LIYu.) Q0 1— W cn H-- f- WW O w Z > � 102 ANCHORING EQUIPMENT FRAME CLIP RADIUS CLIP 1 , ---1 "rme aIPs. mus CLP, yam,Gay, 5S� 1-1• PeC,A1'At3I,EC? W f '$ STRAP CRIMP SEAL. A47z1-fir LOM rll�:( j . L-BEAM RAVE A MRA t0 WeA1} t fl 1C i1 AtEQUVAt-WNf t01'NfttptZ/01l1t t1 YA /111AP • •C0A11NG CrZINC CN 51 TEL a N a : i c 5 PeR 5ctliAte roar a avita c J• Arr C TO ANCHOR BOND - ,oL,• , ,G S T F,pe I GNU. 2117 . `c•, State of • 4��HITL�,1- `� I-BEAM TRA DESIGN REVIEW T� Review of these plans does not authorission or ze RADLIJ.)CLIP . or approve any the Federal Manufactured HomevCor son truuctiotl 7,• &Safety Standards. f '^�" 1 FRAME'S CLIP SEP 16 1998 DO NOT COPY ' This page is the exclusive property e( STRAP RAP CRUDT MP SEAL i, R Arnold & Assor:te Inc. & is d E At"by a federal Unpublahad Copy: AT el.055 /nem/� Ridhs• TRA DESI.414 REVIEW Lo 44 rfON, o v L y Review of hese plant does not authorize STRAP or approve any emission,or deviation fromS R R A the Federal A13nufaetured Home Construction �/s �Tt�/�-- a Safety Stanfasds_ JUN 10 2002 TO ANCHOR DO NOT COPY This Rage is the exclusive propos N al T R. Arnold & Associates, Inc IS protected by a Federal Unpublished 0&'p31 right, NOTE:TKO DRAWING SUPERCEDES ALL OTHER TIE DOWN 68 i t---. • . . - — 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 00111111i........... •, ON‘\L tA, 0'141 it,s.i.....0 0 • t- :::-..:417: -.• '..t No. 2089/ .. Tie Down Straps . -k• Ell • s•.:-0 t sTAre of _ - ] .• Max. Tie Down Angle _ ' 4's•-•/NOIP•Vk.‘'k;t5N Waff Tie Mathwhere 1 applicable .::::::::::::•:•:;:::::::::::::::::::::::::::::::::::::::::::::;::::•:::::::::::::::::::::::::•:::::::::::::::::::::•:::::::: ... , _,_ . • - -j/6114 :•:•:•:•:•::::::'•:•:•:•:•:•:•:•:•:-:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:•:::•:•:•:•:•:•:•:•:•:•:•:-:•:•:.:•:•:-:•:-:.:•:•:::•:>:•.:.1,--. . -.4. - . • . •• TRA DEsIGN REVIEW • •:•:•:•:•:•:•:.'.:0:•:.:•:•:°:•:•:•:•:•:•:•:•:•:•:•:•::::::•,%.:•:•:.::::.:•:.:•:•:•:•°.•:.:.:•:•:.:•:•:°:.:4•:•:.:•:::.:.` •-: -' RewvrzmitTerrptans-dues-net-emthortze 1 ai'c'stih*.c .A.rihor......:i:ii::::•:.,.:..:.:,,:,,:;:i*.i::::1:::::i:i:i:i*:*: .GrOlicl . :. or approve any omission or deviation fror! the federal Manufactured Home Construction ••••••••:•*- ''''.%•%,•:•.:•:•:•:•:•:.:,:•:•:•:•:•:•:•:•:•:..:•:.:•:•:•:.:•:•:•:.:•:•:.:•:•:.°.•:•:•:•:•:•:•:•:•:°:.:•:..:,:•.;-..* • . .. • . & Safety Standards. . • • MINIMUM ON CENTER TIE DOWN RE4UIREMENTS . JUN 10 2002 Floor Width This Pa DO NOT COPY f &Side- Wall I-Beam I•Beam Max. Resultant 9,A3118uNdMsociates, Inc.1411Mber 1 Height Spacing Height Spacing • • Load protected bAritiNeral Unpublished ii36: rioht. ta,..is-.1fin—exclusive property o. Feet Inches Inches Feet Lbs De:rees Stra.s . . 14 ft. w/ 7'-6* 89.5 -95.5 18 to 30 10'-0" N.A. N.A. 2 • 4-- • 16 ft. w/7'• 6' 89.5 •955 18 to 30 10'.0" N.A. N.A. 2 24 ft. w/ 7'•6" 75.5 •95.5 18 to 30 - 9'-0" N.A. N.A. 2 ?.1 TRA DESIGN REVIEW • Review of these plans does not authorize the"Fede4:73;MaanInulactur"iLli 1-13fomdeviCtstUrcetriL LI 28 ft. w/ T.6' 75.5-95.5 18 to 30 10' 0" _ N.A. & s Double Wides with 5/12 Roof Pitches: Safety Standard- . . . . . - - • - APR a 24 ft.w/7'•6" 75.5 -- . 18 to 0 7'-0" 1 1V9.• - NA: .' N.A. 1 . . . . 28ftw/7'-6i 95.5 - 18 to 30. - - • 8'-0". - "NA: : :- • Trait., ' .g°Is th2troPerlY of N°T 91 •' - . . . . . . ge e exolire - •• ...T. P. Arnold & Assoc:31,es Inc. 32 ft. w/7'•-6' • . 95.5 . . 18 to 30" ' - 8'-O" :NA. - - - riSA ' 2 - . ..• . . Notes - . ._ 1)Straps are required along eachditrtsidelllearn of the home, arid if Specified, at each end. ' -The end wall straps should be fatteried to the l-bearris in an approved manner at between 20 , . .. . - 50 degrees from horizontal. . . . 2)Minimum straps-to be.035 x 1 1/4'tjfpe 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)See-Meimel-for-plet 4pecificcitlut IS, Spat-ft igs, an. i• : 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: - : • • , , „ . . . i a)Fasten together with 30 ga. galvaniZed•straps•with 7 - 16 ga..X.1'staples each end. Falter) .- . .. • 8 ft.'on center along floors(joist to Joist)and roofs(truss to iruss).:. . . . .. - •. . . .. . . . -.1 L ...:.::: , • b)Fasten halves together with#10 x 4'screws 12 Incheson centeralongPeak-Fasten tbroUgh4 by rail'- — , . )-- - - - along the top of the rail at an angle of 30 with-horizontal. Alternate sides -- —' • I I is1.1- _ • 61 i i 'I" 5.2.2.6 Crossover Connections for Multi- all sidewall anchor brackets locations.When connecting mc i Section Homes than one strap to a single anchor,align the shaft of each anchor with the calculated resultant of combined forces.Yr . Your home will require crossover connections between the should consult a registered professional or structural engin( ' sections for electrical circuits,plumbing lines and possibly,gas if you need assistance to determine the correct angles for t I lines and heat ducts. Chapter 8 describes the proper anchors. I I i xedures for making these connections. Chart 5.3.1.5 i 5.3 Anchoring and Tie-down Instructions Chart 5.3.1.5 1;1 li j; After blocking and leveling the installer must secure the home 1 to resist anticipated wind forces.The MINIMUM ANCHOR SPACING I ' Pa type of installation determines how this should be done. WIND ZONE I WIND ZONE I I, 5.3.1 Typical Installations STRAP METHOD SINGLE DOUBLE 1 STRAP STRAP 5.3.1.1 Piers- Ground Anchors ANCHOR MIN.ULTIMATE ' LOAD CAPACITY 4725 LBS. 9450 LBS. 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" T-0' soil.Fasten appropriate tie-down strapping material from the 24'dbl wide 9'-0" 8'_0• ground anchors to the frame,with or without over-the-roof 28'dbl wide 10'-0" 8'-0" straps. 24'dbl wide w5/12 pitch roof 7'-0" 5.3.1.2 Concret,�Slab or Continuous Footings 28'dbl wide w5/12 pitch roof 8'-0" 5'-0" ,I 132'dbl wide w5112 pitch roof 8'-0" Rest home on a concrete slab or ribbons. Fasten appropriate 1, ; ' tie-down strapping material between the frame and perimeter • footers or concrete slab. 5.3.1.6 Tie-down Instructions i I', 1 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 Rest home on exterior load-bearing walls that sit on concrete straps on both sides at the same time.Caution:The home t otings, which are sufficiently heavy to resist, all anticipated be pulled off its supports 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 1 the home to the foundation walls. For multi-section homes, opposite side. i i support the mating wall by piers or a wall an fasten RIN REVIEW with straps and ground anchors to resist all "° �g�e ass does nor a ,312Optional Over-the-Roof Straps IL,! soon or deviation rom the Safety Manufactured Home Construction I'' 5.3.1.4 Number and Location of Straps ana S andards. Pine Grove Manufactured Homes,Inc. homes are designer Anchors for installation with frame ties only. No additional ties are ,1 iJUN 1 0 2002needed under normal conditions for which the home was designed.At your option, optional over-the-roof straps may Select the number and location of straps and anchors from Ii Chart 5.3.1.5. Use either the single, or the double stra used to provide additional stability for single-section homes 1, only approved ground 0900ESth NOT COPY p� wind areas,in addition to the required frame tie-dc method,but use listed and a roved • capable of resisting at least the minimum loads v r tt Ass°dates. r res described above.Straps and anchors should be chart for the method you select.All strap mat ;optf`1us8e must sial Unpublis �s specified by the manufacturer of these items.Yr I I! comply with or be equal to Type 1, Finish B,Grade 1 steel should consult a registered professional or structural engine strapping 1 1/4"wide and 0.035 inches in thickness,certified by should you elect to install over-the-roof ties. a registered professional engineer or architect as conforming to ASTM D3953-91, standard specification for strapping,flat , ; I steel and seals.Anchors and anchoring components must be 5.3.3 Severe Climatic Conditions ' , certified as capable of a minimum allowable working load of 1 .I 1 I 3,150 pounds with a, 50%overload factor(4,725 pounds 5.3.3.1 Freezing Climates total).Anchoring equipment exposed to weathering must have - !' a surface matin of 0.30 ounces zinc Der square footor other Be certain anchor augers are installed below means which provides equivalent resistance to weather trust Arte. bunny r,cr;u1,of frust la avc be deterioration. tension 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. ung od Install nstalt single-or double-head anchors at capabilities than those for which,it was designed(Refer to I 28 77-14 l ,N►ANtifACTI;I?LE I1OUISINC, EQI,ISIDATION SYSTEMS l ` A CIIVISIC.V or ;I ' OLIVER TECHNOLOGIES, I 1 C. OTT CAP BOARDS INSTALLATION INSTRUCTIONS I Model #011 CBI Description -- OTI Cap Board 1X8X16 Nominal N, Model #0T1 CB2 Description -- OTI Cap Board 2X8X16 Nominal ;I; i' SINGLE STACK PIER. l' 1. Install ABS base pads or other approved footings per manufacturer and or other Autbocts's having jurisdiction i' 2. Center the 8x8x16 nominal C.{i.1 on top of foodng. hen a pier is used as an I beam support the long dimension of the CMCJ shai1 J.i 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-xr OTI CB2(ribbed side down)or 4x8x16 nominal concrete cap block centered on top of the C?vLU. 4. If a 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)and/or with Pars#2410(Oliver Technologies,Inc.ABS Wedges)or equivalent approved wedges. t i DOUBLE' STACK PIER 1. Install ABS base pads or ocher approved footings per manufacturer and or other_Authority's haying jurisdiction. 2. Dble tack hn celled CMUs so that each course of the open celled CM 's is perpendicular to the previous course. 3. Theoucap sshall consteistopeof tiro,2i OTI CB2's(ribbed side dow�nt or two,2J=x8x16 nominal concrete cap blocks or other approved materials. 4. If a gap exists between the top of the pier and main beam,it may be tiled with additional cap boards (stacked two high in any combination)ar+_a!or with Part-#2410(Oliver Tecbnoiogies,Inc.A 'cBS edges)or egtdvaleot appro%ed wedges. NOTES: ::'Rr; ,1` --• r "�r1 rb•ilr .� • Y f' \i'�. t 'e.. 1. C�MU's shall be manufactured in conformance with ASTd3 C 90. ;t;=-Pc.--AN.A.l• '` '[``p.':1""it."''i z.;• 2 OTI Cap Boards may be used in conjunction with other approved pier products,_ *42: + -:/,ai•_.3 v` �0 + ?,,'j 3. Plastic or wood must always be used as a cushion between concrete Sc I beam. - ,; -,y{rte tt'z {s r 4. Single stackCap _----, �,'•�'Y 4 ': �5�': ::�: .��'�+�f�,g>sal---:..."i' OTI Boards are rated for a maximum of 5,000 lbs. '' �s`'i. ''?:"tit' 4; ' ' � ..,<Ifrs^ i;:$psi °`d+"i' S. 2 OTI Cap Boards installed side by side or interlocked are rated for a maaon-'wn 16,00(?lbs.' - --���..a= .'•- :r.,ct, .rt,., 6. All 8s8x16 CMU's shall be installed with open cells vertical .f ; Patent pending revised date 2-27-04 - i I i' —MAIN B.1JE WEDGES c7(T_=109 i wc.0 . r., MAIN -"- -. .. ',.:j ''.:;:.t',, t Cwt' �./t• "[v '. •. 'WEoG=S�\\ ,.X . ,-- �%\,ter' It'ED�E3 CAF BOARD 01:Cgs . ''''\ ''_, :' / \\; - :'''',...-/- .. \ ' CAF BOARD —• v -.2 \ �.� FCS?RI:' i� ` pew �/ 'BLOCKS=�"t .:aF=WI Tr PERPENDICULAR TO MAIN SEAM ' EDGE OF FLOOD. SINGLE STACK PIERS DOUBLE STACK PIERS PERIMETER PIERS TRA DESIGN REVIEW kv.ew of :mr:s.e plans does not authorize 4V Swan Ave. or apo;ovey omission or deviation from Toll Free: 1-8!�0-284-%4i tl�e federal ntaaCcredHome Constrt:ction �a1?O.BOA r1 R Safety Stards, Phone: )� 9G 455 Hohenwald,TN 38462 o'tiv-er_echnologies.com Fay.: 931-796-8811 MAR 2 4 2004 D - COPY This a9e is theexclusive c property of /4. 7T- . 01& Associates, Ii': & is n.o:•,c`ai by a Federal Unpubiishad CbMe. 20 a 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 feast 8"X 4.1.3.2 Piers 36" to 80"High. 3"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 inches(36")and eighty Je, each layer should be at right angles to the previous layer. inches(80")high, Cap all hollow block piers as shown in Illustration below and all corner piers over three blocks high, distribute the structural load evenly.Caps may be of solid (36")anddohighere interlocked b mortaredoe in place.a.Piers thirty-six inches masonry or hardwood and of the same length and width as the must be in piers upon which they rest.Avoid soft woods and plywood,as " they may deteriorate over time and cause settling of your 4.1.3.3 Piers Over 80 High home. Use 4"x 6"(minimum)hardwood shims to level the home and fill any gaps between the base of the I-beam and the Where(80")���by local codes,construct piers them eighty top of the pier cap.Always use shims in pairs,drive them in inches high as described in section 4.1.5.Lay in concrete mortar with steel reinforcing bars inserted in the block tightly so they do not occupy more than one inch(1")of vertical space. Use hardwood plates to fill in any remaining vertical cells and fill each cell with concrete(Refer to illustration gaps. 4.1.2.1).Where such construction is not 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 / dimensions and weight of the home,the roof load zone,and the type of construction(single or multisection).In general,locate Z s�.c Wiwi piers no more than 16 inches from either end of home and no \���, ~� c more than 10'-0"center to center between the end piers. Additional piers must be placed under large openings, Refer to 4 ol Illustrations below. 0 i MUST 4c.( Illustration low. PP -6eaNI _4 ewre..iii w �/ Single wide unit UU ...�_. Oil -0- c ❑ o- A B B A),› Select manufactured pier heights with risers, which do not ❑ 0 extend more than three inches(3")when finally positioned. n n 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 UU compacted fill. -lam ❑ CI C-I4.1.2.3 Clearance Under the Home A B B k> Allow a ground clearance of at least one foot(1')under the D D ❑ p lowest part of the home near all utility connections.No more �p ❑ than one-fourth(1/4)of the frame should be doser to the -0- ground than one foot. Wood floor joists,indudingthe ❑ joists, must be at least eighteen inches(18") above the groundf A B I B AN- -G ❑ } ❑4.1.3 Design Procedures nn A registered professional architect or engineer must certify design procedures other than those specified below.Failure to fnllnw the requirements of thistion may void your warranty. 4.1.5 Under Doors and Large Openings 4.1.3.1 Piers Less Than 36" High Rgtt".Pigite ` es Rn.both sides of all exterior door es no ,,ze °penupgsQ e ld�pl#a ul ow r than four feet(4'), You may construct piers less than thirty-six inches(36")high pag�tia 'nf#stige ,t vi tile+-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 10 2002 Horizontal offsets should not exceed one-half inch(1/2")top to bottom. Mortar is not normally required._. _ DO NOT coPY _ _ _ This page is the exclusive property of T. R. Arnold & Associates, Inc. & is protected by a Federal Unpublished Copy- 7:74• right. 8 Town of Montville RECEIVED Building Department JUL 1 0 2006 Residential Plan Review Form Date: UNG Z.Z,2-00 6 Job Address: 2-40 r2_,'Y'MO,D )/,'ti /2 1-07- 3 Job Description: f1/=6 fiat-fir /207P1c-crn 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 S )43,hQ_ 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 (www.enerevcodes.gov)OR Use of room(s)not identified or unclear • One-and Two-Family Dwellings with<-15%glazing area to conform to the Plans required for the existing residence for each floor with dimensions requirements of section N1102.1 • Townhouses with 5 25%glazing area to conform to the requirements of WINDOWS&DOORS section N1102.1 Door sizes not identified 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(RI06.1) Documents are copyright protected,provide original plans or a letter from the compliant stairs per section 310.1 Indicate the bedroom light and ventilation for each habitable room or space designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up Indicate the egress window Egress window sill height not identified from our office and must be available on site during all inspections Construction documents shall be of sufficient clarity to indicate the location Window header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Door header size not identified eor d insufficient Construction documents do not match the orientation of the structure on the Window well details not provided or insufficient site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided XSubmit supporting data to show conformance with the wind limitations (3 Building section required second gust 110 mph) fol ��t^�dd2-C Opening protection between the garage and residence is not identified or Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter insufficient per section 8309.1 2;ASCE 7-2002;SSTD10-99) Separation between the garage and the residence is not identified or insufficient „/ Documents required to be stamped and signed by a CT registered Professional per section R309.2 'J\ Engineer.. -ern.... , JG4 Documents must be designed to either ELEVATIONS • Wood Frame Construction Manual,2001 edition No plans submitted or insufficient information • ASCE 7-2002 edition Plans do not match the floor plans • SSTD 10-1999 edition Finish grade not identified or does not match the site plan Documents required to be stamped and signed by a CT registered Professional Building eight(s)not identified Engineer if based on ASCE 7-02 or WFCM chapter 2 Dimension height of chimney Shearwalls not identified on the construction documents or are insucient Roof pitches not identified ffi Shearwail calculations required Ridge connection not identified or insufficient BUILDING SECTIONS&DETAILS Roof-to-wall connection not identified or insufficient Full building section not provided or insufficient Wall-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-sill connection not identified or insufficient Additional sections and details required Provide engineering data for the piers to resist gravity,lateral,shear and uplift- Draftstopping details not provided or insufficient loads,stamped and signed by a CT licensed design professional Hold-down devices,location and type not identified or insufficient STAIRS Foundation anchor spacing not identified or insufficient Stair not shown on the basement floor plan Construction documents do not match the engineering data submitted Stair not shown on the second floor plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Riser height not identified or insufficient 2001 edition Tread depth not identified or insufficient - Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans required Winder stair-detailed plans required Plans do not match the building plans Spiral stair-detailed plans required - Stair width required to be minimum of 36"above the required handrail height Finish floor elevation not indicated Distance from the property line(s)to the structure not identified Handrail detail not provided or insufficient detail Structure dimensions not provided Guardrail detail not provided or insufficient detail Existing and proposed contours are not provided or insufficient Headroom height not identified or insufficient Footing drain discharge not identified 36"landing required at the bottom of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) 36"landing required at the topof Frost protection required, the stairs 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 8106.2.1Stud size and spacing not provided or insufficient Grading is to slope away from the building,provide more detailed information I I 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 Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Re4StgedPro—kssicolgP per;,,, F1C�,�I1j�Ap,�ueSildln.not indicair_d nr...,,.i...,. JUL-11-2006 13:36 From:TRI S00 KIM 8602490695 To:8604450625 P.1/1 _ 11 July 2006 Elbridge Luther 26 Marquardt Lane Citoton,CT 06340 RE: 260 Raymond Hill Road Montville,CT Mr.Luther: 1 have reviewed the manufacturers published test reports fox the MI22 Ground Anchors by Tie 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 International Residential Code portion of the 2005 State of Connecticut Building Code.. Sincerely, • i t..,,,,)11 dill andall Luther Architect w-';.. -K:^`.. ,?''I`. ...�...':�-"'�su".�"';N,?'T! ,} rUfi"t��h. �' `xV , T ter � ✓-..,, /'. ��. A 1- _* r R rI !...* ,t.,a 14 11W lisp .'- ,J;'°`y W'...v b_'_1,I` i ', !rrtte ,,v y /Sr .rMk;. ,',_1- '1'V ,_._„4_ 4i! .4 ' . '� STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTEC"HON "'i. Be it known that RANDALL S LUTHER , i 322 BLUE H ILLS RD DURHAM,CT 06422 y i' has been certified by the Department of Consumer Protection as a licensed AR'CZJXTECT „l 4 . ,p; Li cense # 4182 ' '` "stn- I 044,4}J . �x s+ le:A; 'Al Effective: 08/01/2005 1 - . Expiration: 07/31/2006 ..•; �% , IRoN :Atfilt..ill.-I,,Ird.-..KIT 7mr- t.'''147:c.1 71 Tr' Ultiunate Model No. Description of lest Strength Test Date Ref, Page ........_ •„/ ',API-Jr:IR ",./Pitir`,r3 PUIL•rYIt irt f:for ,f:-.-, ‘T.,:intly hrnc!tr,ck t!ll 1964 7!5/08 6 AST:v1C.)153..:: i3:i;„," ,1;..).._0:1, 9 3E' ,— . •, k4171-0;4 Vet.tlCilli f...)(Iii'out in dense sandy limerocr: tin, ASTr.c...1 fl iF,,REA: Aln,,NC:ct!trq ic1-'31-i 11,-ri'7-i F; \i/t.nq tit,di puli-uu L !I t liel st.: Z.:C.:it....1y ill.:lel OLP, l w H . ill1W AS I ML)1b8L1 Ci_tvg ) 6/20/88 7 r‘,11,9,y1.,.1 \frtIr-ni rs.“zIL.)--o.tt tn ripnqr; c ,, !irnprr-s,H,- fit! F 2, 3?i n-1:::,;..iC, F.:,,..; CT..c.,;:,;-:. 10 :::,',:‘., :?.!,21.. .`,e 7 Ver11nai t)ull-out fl laboratory fixtt ices tc.A.- :).450:4 4/1.e)./(13 6 :orntlUn.n 1Irrt-IntInor1 !nc.k v.,,,. 2. not .Th,,,3t!nnle Verilr:.ai ptil-okti :IA 30031..);31 (.. .;;t:d :;:ilit...luit_-: l. 7'4 ,,! ....., 9 I.N.,Al1.) A ntr-l'Inr rnrir,i ,A.fac, !n,--;t1lPr! !-- `.)'.-4'4) T--),,, ,,,::)740# 5116.175 10 l‘,Irl 2 Anniinf rr,rvinl ,^j9S "1)5.- :,;!:fle,-1 !r! 2500 r c-)J!-.F.-0 10cr80.4 F-,i16/75 11 n7.4: '..r'.'''''''..'.C9....' 1'..!1=7,".7' '':' pi_a{- ',i..ii It; t-*;.rr:i!. ;i:';:Iutti.;;-', !!!; . ,&:. i :.; ;...)'::.1::1'::. -,: :•",'-:,,- ,:_'..:;;;:] :.',.r: 7`,..' :,..'.',.!.-:- :::. , . „.,... ..,..., ,.. ......., .....,..........._ IT; .. • . .. ...., ...,; . .. . '.-;',....'!. ',..-::. .,:'.', :.::::-.._,.:E_ !...7....1.:-.51'.. .:.:'::7"re -7.:::r'':E..-'... 7'j.'-'.7 '-lY,' 7.----' : '''..-":":-.:!--r_"'7' '"''.."`f: ' "'""- '''.",„.. ,-.'","'•';';:i,n,.', ,,, :':•',H.!!!.;1f.,-1: . . ... . . : . :... _. .. , :. . . . ,. , .. ., . • _ . -- - - ,- ... JUL-11-2006 14:03 From:TRI S00 KIM 8602490695 To:918604450625-662262 P.2'3 _ ...Jul. 5. 2006-11:04AM No. 9656 P. 4 .n Section C - . . Iaad..T Data Yeca1 anion lead Test Load Test Test No. 1 Test No. 2 Test No.3 ' (Poetnds) (Upward (UPward (Upward Movement Inches) Movement Incbes) Movement Imes) 0 0 0 0 J 500 0 0. 0 1000 .02 .01 0 1500 .05 .03 0 tol 1 2000 .11 .19 .03r , 2500 .23 .27 .09 w 3000 .34 .42 .15 3500 . 42. 31 .23 -..--..----4i-...--ice. i--....r.-.r i J 4000 .50 .73 .28 - 4500 .65 .81 .36 • it 4750 .72 .93 .57 5225 .83 1.11 -- _ Average load "6000/1.23" 6100/1.73" 5100/2" 5733 lbs. Test Probe 1' -550 1' - 700 1' - 450 Readings in (m' 2' -850 2' - 700 2' - 575 1 lb.)Per Depth �.-... 2.5' - 1200 2.5' - 800 2.5' - 800 Soil(lass 2 2 2 1 Anchor Model MI 22 MI 22 MI 22 Anchor Marked MI 22, C2 MI 22, C2 M122, C2 -i-: Date Installed 8/7. 92 . 8/7/92 8/7/92 Date Tested • 8/7/92 8/7/92 8/7/92 Z. Mi==m0=MENRIlemallift. 11 JUL-11-2006 14;03 From:TRI S00 KIM 8602490695 To:918604450625-662262 P.313 _ -- Jul. 5. 2006 11;04AM No, 9656 P. 5 �- C . Load Test Test No. 1 Test No. 2 Test No.3 Y (Pounds) (Side Movement (Side Movement (Side Movement Inches) Inches) Inches) 0 0 0 0 500 0 0 0 _ 1000 .01 .02 .01 1500 .03 .06 .03 2000 .06 .12 .08 2500 X10J .23 .12 3000 .15 .30 .19 1........... - . T a • 3500 .23 .42 .28 J 4000 .40 .82 .40 X _1 4500 .67 1.78 .52 • 4750 .97 2.10 .82 y 5225 1.67 3.00 7.78" U. lift 2.17 Average Load 5250/1.89 5350/3.27' 5450/263" .1 53S I' _ 2.00" Up lift 2.22" Up lift 2.00'Up lift • Test Probe 1' •475 1' - 550 1' - 475 r1 _ Elbeadi) PerSlkpth 2' - 575 _ 2' - 575 2' 575 2.5' -700 . 23' - 600 2.5' - 700 Son class 2 2 2 Anchor Model MI 22 M3 22 AB 22 Anchor Marked MI 2Z, C2 Mx 22, C2 MI 22, 19.2 Angled Pulled 45.0° 4,5.2° Stabilizing Model MLATSTA MLATSTA 1/MATSTA Date Installed 8/6/92 8/6/92 8/6/92 Date Tested 8/6/92 8/6/92 . 8/6/92 IF 12 Lp P161/ boil : °95 0 Pric , 314)/milcs 5101r- it -TV c:_..fkryli-ik.,Lt..1 T 1611 • -•.; -‘'‘A ' ' 1,_, . 1 IC../211. • Ilit filk, ,,,,_. .•. i ...1,, -1. -- ... :: ti:n' '' ••.7v.- --\* 1 g" 10Ab)i. , t. 0 :"1. ) 2 3 .A ti ,fiSQ. —'r) Nii „log .tAct4 eti, 91 tittrs tzti 2 Lioitl 1, 4141... "ule• u r‘C:ccot .... 3C.14% r Sitit 1 *QM 3h6 NIEL LJCICi 3416 5 i• 30.#1" 52f2Y* I i 1 re . , 0,40V' 40 t4i 51°§11 04 tf-(P)27 vAix littl:ju 1. 14 , 94'''Tait' - MATERIAL SPECIFIC/MONS HEAD-AO-C 1008 5 go. (/44tAi'-i" 41111111‘,1 II 01/4 ROO•ASRA A-36 MOO / • I 4" l'i wemeas at-caooEs-uNcoiN Li 01 /60 et' INNEASHELD NR-wt.or EOM. BOLTS-&STU A- ,___AM I- pilk.' ____-_- _ ALTERNAIT ANCHOR ROD-,A. - . DIAMETER(IF REWIRED) --- ANCHOR FINISH-ENAMEL DIP or GALVANIZED OF REWIRED) BOLT FINISH-ZINC PLATED I, NOTE' ' _ ! I 1 ; 4414 -Tctistoti tocis onocm-L ? I5 ')AP -$2,''-11 x 2 C' 1-1C-> l-leAD YJ/SQUAht Sit Ch(ZiriC PLAMD),u/NV15. FP' .0 —TCHSiotA WO- LAbELED K.,> FON 0-21r, _ r) FKAAAt ATTACt-IMehir ONLY. , ..44 ' -- , 1," i I —Ttr-610N bOLT LAE5E-LE-D* FOIL) i/ I lii V•,:..7t;-,J-i(._g.L.-ii-i-1.-'1 rZ ti. pJC.:-, '-;,.. , --4-,n r cs. ..leril ,14 ---1 t ' 1 E-dC0.- -N 1-17: 1 °ATI 1 DESC5IPTION • _ I 'II. 1 at-• SiONS \ 1 • . — tie down anqineering, inc 1 .. ,,...c„*..r.s.a.o,--1:;•,e 1 1 '.-1- --a liEi 1 T M./ WC.A.)tL.. ,\NI.,L..:-• 1,=--e-.),.,':......,,,4, EA.. -7-H1 CA IT •.,1=, 1-4.!'",,,,-.C.Y.-", I (- SCALIt rti HC- ! R/i Li N::)Nt' . 1 L _ , '••; .-, •- i �^ -....-^-_ tir-.^ # �. — `_ .s.....� _ 1..,,,_) f_— -- f I.TPj C.pATel I Difs..m,rl WR 1 moi-.+ i�u—;. r. �.�. �.✓i {� i I / f f s i Town of Montville Building Department Residential Plan Review Form Date: V N e aa,2-00 Job Address: 240 /2-.0Y', iJD )4/4- /2-0 I-01- 3 Job Description: ,f/ c 1/1401-1 /20-Pi- " i) 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 corTleted No plans submitted or insufficient information Permit fee due S f a ck5 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.ener¢vcodes.¢ov)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 NI 102.1 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 Field set of the approved construction documents are required to be picked up window Egress window sill height not identified from our office and must be available on site during all inspections Construction documents shall be of sufficient clarity to indicate the location Window header size not identified or insufficient nature and extent of the workproposed as Door header size not identified or insufficient per section 8106.1.1 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 XSubmit supporting data to show conformance with the wind limitations (3 Building section required second gust(4/110 mph) _, 12 A.�G� ( Opening protection between the garage and residence is not identified or Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter insufficient per section 8309.1 2;ASCE 7-2002;SSTD10 99) Separation between the garage and the residence is not identified or insufficient Documents required to be stamped and signed by a CT registered Professional per section R309.2 Engineer Y.fZ dAAJC.1„4pf2S Documents must be designed to either ELEVATIONS • Wood Frame Construction Manual,2001 edition No plans submitted or insufficient information • ASCE 7—2002 edition Plans do not match the floor plans • SSTD 10—1999 edition Finish grade not identified or does not match the site plan required to be s _ Building height(s)not identified Documents tamped 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 Wall-to-sill connection not identified or insufficient Additional sections and details required Provide engineering data for the piers to resist gravity,lateral,shear and uplift Draftstopping details not provided or insufficient loads,stamped and signed by a CT licensed design professional Hold-down devices,location and type not identified or insufficient STAplanS Foundation anchor spacing not identified or insufficient Stair not shown on the basement floor plan Construction documents do not match the engineering data submitted Stair not shown on the second floor plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Riser height not identified or insufficient 2001 edition Tread depth not identified or insufficient Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans required Winder stair—detailed plans required Plans do not match the building plans Spiral stair—detailed plans required Finish floor elevation not indicated Stairwidth required to be minimum of 36"above the required handrail height Distance from the property line(s)to the structure not identified Handrail detail not provided or insufficient detail Structure dimensions not provided Guardrail detail not provided ori insu rent detail Existing and proposed contours are not provided or insufficient Headroom height not identified or insufficient Footing drain discharge not identified 36"landing required at the bottom of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) 36"landing required at the top of dethe stairs Delineation of flood hazard areas and design flood elevation is required per Frost protection required provide details and connections 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 Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Registered Professional Engineer Framing direction not indicated or unclear Beam span&size not provided or insufficient FOUNDATION Joist span,size&spacing not provided No plans submitted or insufficient information Joist's over-spanned Dimensions required Beam over-spanned Wall thickness not identified Provide design data for all unaligned wall and floor bearing points Footing size not identified Point loads not identified on beam data Frost protection not identified or is insufficient Framing less than 18"to grade to be pressure treated or decay resistant Column type,size,spacing not identified or insufficient Steel beam— must be stamped and signed by a Connecticut Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient LV L's—engineering data required Engineered foundation plan required I-joists—engineering data required Crawl space ventilation,location,type and size not provided or insufficient Design loads not provided or insufficient Crawl space access,location and size not provided or insufficient Soil testing data required in the area of the proposed structure and shall be made by an approved agency using an approved method,R401.4) Ria sed e6niary 6 2006 9002 9 ktrnu99,&p9S7l& uasuaf yA(p!ASQ sJaununS j gdasoj // II ArSA•Q uousaA Cq pat ai al uopsolidde puma :spuaunuoD Paniumns aq 0 uogsaol pus'aclAi'azls aaisaq ialvM pamtbat spin sang sgnl namoo'sloodingm so;spew asamlas;nusw pagpuom IOU uollaaoi ualsm apsSmoa Joan am anoge daumplp Jo napq nolsuaWIQ powwoPw Ion aogsaol uamos pu►nbas anon poo (apisuto io apism)pagquapi lou uogeooi dei Supping lo/pus 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