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HomeMy WebLinkAbout20x20 Garage 2008 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: 82008-0101 Date: 08-Apr-08 Map/Lot: 028/005-072 Owner ID: 5374000 Project Location: 38 PARTRIDGE HOLLOW Unit: Job Description: 20x20 Garage Owner Name: Michael A and Dana J Hamilton Tenant Name: N/A Careof: 38 Partridge Hollow Oakdale CT 06370- Telephone: (860)848-8218 Contractor Name: Property Owner ry �,� .. Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: _ ___ Construction Value Permit Fees __ Construction Information Building Value: $47,344.00 Building Fee: $384.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: — $0.00 Code: 2005 State Building Code Mechanical Value: — —� $0.00 Mechanical Fee: $0.00 Electrical Value: $2,341.00 Electrical Fee: $24.00 Construction Type: IRC Total Value: $49,685.00 Penalty Fee: $0.00 Permit Code: R7 C of 0 Fee: — $10.00 Comments: Plan Review Fee: $40.80 State Ed Fee: $7.95 Total Fee Paid: $466.75 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL, ELECTRICAL PERMIT INSPECTIONS Footing- Prior to pouring concrete ❑ R Plumbing and leak test ❑ Deck Piers R Electrical ❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding • Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 © Framing ❑ R HVAC — ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test © Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certif . - • e.roval ertif . .f• .sancy - Building Official's Approval: .......a J a.avaaa•auv Building Department Residential Accessory Structure Plan Review Form • Date: J//7/fj''./ Job Address f ,/d 7 /r,e "�j� // //D et/ Job Description: (,) )( r2 e) (�rKi_y, Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a) This list is offered as a guideline only_ It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Peau application not completed X Plans required Permit fee due$ Plans do not match the building plans Permit fee to be calculated Finish floor elevation not indicated xWorker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply fora ped with their information Delineation of flood hazard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC section R106.1.3 (www.energyeodes.gov)OR Private sewage disposal system to be identified along with all technical and soil • One-and Two-Facey Dwellings with<15%glazing arca to conform to the data as per section 8706.2.1 requirements of section N1102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with <25%glazing area to confirm to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section NI102.1 Department and/or Health Department Two sets of construction documents required,this includes all engineering Retaining wall—construction documents required data,calculations and all other documentation(8106.1) Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up FOUNDATION from our office and must be available on site during all inspections k' No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section R106.1.1 ,y Wall thickness not identified Construction documents do not match the orientation of the structure on the ,x Footing size not identified site plan Frost protection not identified or is insufficient Coha>m type,size,spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient ' Submit supporting data to show conformance with the wind limitations (3 Pier type,size and anchor rte oils not provided or insufficient second gust(d1 110 mph) Engineered foundation plan required Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location,type and size not provided or insufficient 2;ASCE 7-2002;SSTD]099) Crawl space access,location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer WINDOWS&DOORS Documents must be designed to either Door sizes not identified • Wood Frame Construction Manual,2001 edition Window size&type not identified • ASCE 7—2002 edition Window header size not identified or insufficient • SSTD 10—1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Sheerwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ridge connection not identified or insufficient Opening protection between the garage and residence is not identified or Roof-to-wall connection not identified or insufficient insufficient per section R309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section R309.2 Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional ELEVATIONS. Hold-down devices,location and type not identified or insufficient No plans submitted or insufficient information Foundation anchor spacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Btnlding height(s)not identified 2001 edition Dimension height of chimney Roof pitches not identified • /ikS*C° do o0 . PQM 00)1 P‘suicerf9day 4,2007 V°5:` Town of Montville Building Department 310 NorwiO-New,London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: iSibM-"O►d( Type of Work Occupancy Type Permit Type ( New Construction ❑Single Family ❑ Building ❑Addition 0 Two-Family 0 Plumbing ❑Alteration 0 Townhouse 0 Mechanical � 0 Accessory Structure 0 Electrical CRS#. (7ol Hd�(� Job Address: 3 p �l/l�k/� A� /1 '(/o G f D6 370 (Number) (Street) (Unit) /J Job Description: (4 I /r►►. 0)<01 U G ct rc bQ / cr ex is#-1 n j /00 Owner: '41z ChGe (� OarAf ![ CtL11/ ratifri Address: (J / (. �f� Half 04s/ city: Gt State: 61- Twp Code: O? 7c) Telephone: TC g q 1fQ- g-zlg 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 /ter l Q� Owner/Agent Signature: w"����`/v` j� {� Date: o/d 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: State Ed Fee: Total Fee: 5d August 23,2007 Town of Montville Building Department File Receipt Date: 17-Mar-08 Receipt No: 3237 Received From: Michael Hamilton • Job Address: 38 Partridge Hollow Road Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $466.75 Check: $7.95 Check No: 1200 Short/Over: $0.00 Construction Value: $49,685.00 Demolition Value: $0.00 Received By Carmen Roberts a4 x/11 a /1 n1 . a j Address: 38 Partridge Hollow Road ITEM QTY $IUNIT TOTAL l . Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 113.03 $ - $ _ Basement,Finished SF $ 22.96 $ - $ Basement,Unfinished SF $ 12.40 $ - $ Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 35.09 $ - $ - $ - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ - Basement SF $ 12.41 $ - $ - $ - Crawl Space SF $ 9.31 $ - $ - $ - AMENITIES Kitchen EA $ - $ Full Bathroom EA - $ Half-Bathroom $ $ EA $ $ GARAGE Attached SF $ 54.35 $ - $ - Detached 880 SF $ 53.80 $ 47,344.00 $ 234080 Under SF $ 10.03 $ - $ _ Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N Hot Water n Y/N $ - Electric n Y/N $ - Air Conditioning n Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new Amps Underground,new Amps $ $ Subpanel EA $ 599.50 $ - Gen Set EA $ 3,850.00 $ _ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry wl2fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 43.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ _ Inground Pool EA $ 21,373.44 $ - $ _ Above Ground Round EA $ 5,099.46 $ - $ _ Above Ground Oval EA $ 6,019.75 $ - $ _ Pool Heater EA $ 8,984.25 $ - - Inflatable Type Pool EA $ 1,55000 $ - SHEDS w/o electrical SF $ 20.35 $ - w/electrical SF $ 20.35 $ - $ _ RENOVATIONS Roofing,Overlay SF $ 3.00 $ - Roofing,Strip&reroof SF $ 4.00 $ - Roof Sheathing SF $ 1.31 $ - Siding SF $ 3.50 $ - Windows EA $ 500.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - '- - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS TOTALS 5 47,344.00 5 - S - 5 2,340.80 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 47,344.00 $ 384.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ 2,341.00 $ 24.00 Working before Permit Issuance $ _ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 40.80 State Education Fee $ 7.95 TOTALS $ 49,685.00 $ 466.75 Figures are based on the 2006 RS Means Residential Cost Data • v�v State of Connecticut j Yr' Workers' Compensation Commission .7> 7A :r:•„„07„e 1111[ Please TYPE or PRINT IN INK lx Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Buildin Permit /1. / / gin Pro located at 1 cv j-f1.c1 l 4- in the City/Town of (it /11 (e__ 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 NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE (1) BOX ONLY and complete the following: ILII I am the OWNER of the above-named property.I WILL NOT a •s the general contractor or principal employer. Signature of OWNER Applicant ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business Federal Employer ID#(FEIN) Signature of SOLE PROPRIETOR Applicant 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 3 g / rf-r( cf,e /16/4k/ 0041 /e Cl- o 70 yy Property Address ,o /C4 /diti al (-0A 0 Gnr he4d ex/ tm Job Descriptio 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 A royal --' Tax Collector ` � \` . to .-WW1 oz wired for all permits Comments: '►`;;; WPCA, Administrative YVL ".\ip 6 !-e..t fired for aroserties on sewer Comments: ❑ WPCA, Operations When Required by WPCA - Comments: — �i�Planning &Zoning , ,r,�,CI k 3A6/6 quired for all permits 08 9:3 Health Department r . Required for properties with septic systems—Not required for Plumbing,Electrical, Mechanical,Roofing,Siding,Windows&Doors Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Comments: ❑ State Dept. of Transportation Required for Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 1 Comments: j Fire Marshal `�� Required for all permits \Qb Comments: 11� M\&ftvisedigugust 5,2005 Job Truss Truss Type Qty Ply I 1 536445 500 SCI 13 1 Job Reference(optional) Wood Structures,Inc.,Biddeford,ME 04005,Dan 7.000 s May 29 2007 MiTek Industries,Inc. Fri May 23 15:54:17 2008 Page 1 -1-0-0I 7-2-3 I 10-0-0 I 12-9-13 I 20-0-0 121-0-01 1-0-0 7-2-3 2-9-13 2-9-13 7-2-3 1-0-0 Scale=1:39.4 4x6 H 4.005T 4 2x6_ 2x6---- 3 3 in ri Cl 10 9 n u� 2 8 g in (*:;11 _moil 1111.11111111111 - 8x10= O = 7IM .x10-- o FC 4x10- 2.00 rIT I10-0-0 � 20-0-0 10-0-0 10-0-0 Plate Offsets(X,Y):[8:0-5-0,0-3-4] TCLLLOADING(psf)0 2.0 SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP (Roof Snow=42.0) Plates Increase 1.15 TC 0.91 Vert(LL) -0.44 2-8 >539 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.85 Vert(TL) -0.87 2-8 >271 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.38 6 n/a n/a BCDL 10.0 Code IRC2003/TP12002 (Matrix) j Weight:58 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 2-1-0 oc purlins. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. WEBS 2 X 4 SPF 1650F 1.5E REACTIONS (lb/size) 2=1341/0-3-8,6=1341/0-3-8 Max Horz2=105(LC 6) Max Uplif2=-638(LC 8),6=-638(LC 9) Max Grav2=1617(LC 2),6=1617(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/44,2-9=-5151/2008,3-9=-4981/2025,3-4=-3777/1515,4-5=-3777/1515,5-10=-4981/2025, 6-10=-5151/2008,6-7=0/44 BOT CHORD 2-8=-1851/4791,6-8=-1803/4791 WEBS 4-8=-771/2180,3-8=-1619/758,5-8=-1619/766 NOTES (11) 1)Wind:ASCE 7-02;120mph;h=35ft;TCDL=5.Opsf;BCDL=5.0psf;Category II;Exp C;enclosed:MWFRS gable end zone and C-C Exterior(2)-1-0-0 to 2-0-0.Interior(1)2-0-0 to 6-10-12,Exterior(2)6-10-12 to 10-0-0,Interior(1)13-1-4 to 18-0-0 zone: cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pf=42.0 psf(fiat roof snow);Category II;Exp C;Fully Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 42.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 638 lb uplift at joint 2 and 638 lb uplift at joint 6. 10)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)Drawing prepared exclusively for manufacturing by Wood Structures Inc. LOAD CASE(S)Standard I .i I ip II � . .. -ri - a 1 • 1ic 1 � r , i o M • it - • Li - p itiiii � . 1 tc. y 1.-e,-- -4 iim, _ _- , „ _ . . 7. 6 i. _ 6 , Alt ,. 1/40 r xd r W. r 1.1 :111 , , / -.0 1 ' - - ' './1 }' L L - t .- , _ L ,... • , . / — [ r , i 1 , 1 _ 1 Li I T _i , i -CI 1 --- I ' ___1, -----1 ‘--A---zi- i- r— --1 .---'' r k r — i ,fiiii__ c:S Li- I I 1:< C:1 , - I f -1- , + - m 1 :r -..4 l' ' , __ _ IL --f- -F r—'r---,------1 - r"-- f ---/ I- I— t 1 r 1 . r t .1- t- ta 1-- - ' . 1 ' _4_____,.. ..j______.. i•-<—'1 . —_ , [ , I j __6 . i. _ , ._ . . . ; . ........_1_1._.Li. { [ I I /- i [I ... [ 1 , ,_ ,__ L ' • -..- .i_ 1 L ° - - l-Ili: t, ~ : -th - -- i - � | �m�.~- ----- | , , / / i | --- - - | . �i � i ' / | Scissors truss - Sepa Page 1 of 2 • ,--- „..„,- i , , . \ .-‘ _ ,, ,,,,,-„,„..-- i 1314444\ \ '''.--1,P1 -7::'''',,. ,,,,,,,z,..,,„.., GROUP ROOF TRUSSES Scissors truss NORMAL RIDGE TRUSS SCISSORS TRUSS SINGLE PITCH TRUSS BEAM TRUSS ATTIC FRAME TRUSS lob ATTIC FRAME TRUSS WITH I vc$0,004 , 1 \ tioi,, , 1 \ -....,.. - ` INCLINED BARS �» "�, dao ATTIC FRAME TRUSS WITH fg STRAIGHT BARS «, Ar-- - Uwe BC+ttm thord Ea'r'; T-SCISSORS TRUSS MANSARD TRUSS Due to the inclined bottom chord there is more usable room. Mansard truss roofstruction RAFTERS Scissors trusses can be used for example in one family houses and machine shelters.Maxim NT(NAIL PLATE TRUSS)AND bottom chord is 20 meters. STORAGE INSTRUCTIONS Instruction of truss receiving Recommendation for the scissors trusses bottom chord inclination is: and storage(in Finland) SEARCH Support division c/c 900 mm - - Rafter: 1 :4=>bottom chord 1 :7 I Go] Rafter: 1 :3=>bottom chord 1 :6 CONTACT INFORMATION Rafter: 1 :2.5=>bottom chord 1 :5 COI 5) — - Rafter: 1 :2=>bottom chord 1 :4 wG(�G v V Keitele: K`v SEPA Oy Support division cIc1200 mm VR 2008 Vesannontie,72600 KEITELE �' Dip-`. Finland Rafter: 1 :4=>bottom chord 1 :9 nLp1NC► Phone: +358(0)207 628700 Rafter: 1 :3=>bottom chord 1 :8 v Fax: +358(0)207 628750 Rafter: 1 :2.5=>bottom chord 1 :7 it 6 1 OJ LL1- Email: sepa(a)sepa.fi Rafter: 1 :2=>bottom chord 1 :6 4 jiOakk°IN` Porvoo: More information from trusses(RT card 85-10495)(in Finnish only): SEPA Oy ,'NS P, http://www.rakennustieto.fi/rtnet/10495/index.htm ,,,/N (o �//Yrittajantie 12,06450 Porvoo -fr44 Finland Phone: +358(0)207 628770 http://www.sepa.fi/EN/roof-trusses/scissors-truss.html 4/4/2008 Stair Detail - Residential Stair handrail 34" to 38" above Guardrail height min. 36" the stair nosing. Must be returned with railings or pattern to or end in a safety terminal. stop a 4" sphere for any drop 30" or greater. Continuous handrail: 1.5"diameter minimum, 2"diameter maximum \ Ballusters as per owner- Min. spacing to conform to UBC 6'-8" M inimum Stair width: head clearance •fl Minimum 3'-1" rough! ti / n 2 x 12 Stringers: • n 3— use (3)stringers on411111111 stairways over 42"wide n r5 1/2" Riser 34%38"Top of rail to tread 3/4"Tread 8"Max. • 5/8"Type 'X' gypsum wallboard ..qN, Winding stairs or a split landing are Stairway requirements: allowed only when the stairs or landing Riser height - Maximum 8" narrow to no less than 6" Tread extension - Minimum 9" Stair width - Minimum 36" Head clearance - Minimum 6'-8" Provide minimum 1 hr fire barrier (measured from tread nosing) on walls & ceiling under stairs (5/8" type 'X' gypboard) Redwood or treated plates on all concrete Handrail required at stairways having 4 or more risers. Rail height 34"-38" above tread nosing. Minimum 1 1/2" and RECEIVED maximum 2" wide rail size. AVN 0 7 2008 BUILDING DEPT. � ! 1 I I i \ ! � i. 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[Y(j Ili 6 - _ _ Y - IIIIIII..._it , 1 6 < 17 , [ 4 1 ow a , 1 II l 1. < rii _ , moms 1 _ _ikii,-- -7,. :::- • - . mannia __ __ __,._______ ___ _ i _ _ t ______ i �H .____ _. ,__ ___ ____ _ _ , i 1 , . . . : , , _, , , , _ { __. - _ , _ , _ _ _ _ __. ___ ••!.. 1 • •• __ _ ,_, _ ■■■■■ •■■ --- - _. _- - - _ _ - - II ■■ I 0 - _____ .. _ : iffIIij'I■O■ . I ■■ ■■■: ■■■■ II.■ ■■■■■ 11111111111 ■■■■ _ } _ .: 1pigiriiuigir1i _ _ III 1 i ,, - ,, -- - ---- ii., 1 1111.. r _ ___ _ : , . , __ 1 , i,_ __ ...I :t. . _4 1 . . _ ill C..!.1 SEEM ` ■ . 4 Iv, - W4■■■■EA 111mrra_dr.limmEri . , _ _ t _ : -+ impawAss __ r_i.' _ ‘ _ 111.1111 __ Training to be Scheduled Report , .. OW" pe d..._e II T rs ►• �r, Tf'itS bc, 11 r� . " 9,,,6 CO le •L ® a MI E 0 N 1rs ,� > 0 W z .r ii V = a /4 . a CC z co HS,r I , i. rII 1 . t„„,, 1.6" r. c�S fir, �p A G D D D e a i� y A " A _ -- a d a 6 D b p I) p n n e D b n 6 'a o e A b 4 a 4 t7 b b 5 C p http://appsOl.homedepot.com/TrainingTracking/listof rTBS.do 3/10/2008 28 CHECKLIST = 110 MPH EXPOSURE B WIND ZONE ,>4. 41 Bracing Gable End Walls WSP Attic Floor Length (Figure 11) 0 ft. >W/3 Gypsum Ceiling Length (Figure 11) ft. >_0.9W • Double Top Plate Splice Length (Figure 13) I_.$ Splice Connection (no. of 16d common nails) (Table 6) Loadbearing Wall Connections Uplift. (proprietary connectors) (Table 7) U = 113 lb. Lateral (no.of 16d common nails) (Table 7) Non-Loadbearing Wall Connections Uplift. (proprietary connectors) (Table 8) U= 110 lb. Lateral (no. of 16d common nails) (Table 8) Wall Openings Header Spans (Table 9) S ft. 0 in... 11' Sill Plate Spans (Table 9) ft. 0 in. < 12' Full Height Studs (no. of studs) (Table 9) Connections at each end of header or sill Uplift. (proprietary connectors) (Table 9) UIb Lateral (proprietary connectors) (Table 9) 436Ib. Wall Sheathing Minimum Building Dimension, W Wood Stroc4"\ Sheathing Type (Table 10) f;',4"41 .00400.;i+r,s Edge Nail Spacing (Table 10) in. Field Nail Spacing (Table 10) Shear Connection (no. of 16d common nails) (Table 10) Hold Down Capacity (Table 10) 50b Percent Full-Height Sheathing (Table 10) Maximum Building Dimension, LItfVfNt Sheathing Type (Table 11) psis( 0�,k1.i m S Edge Nail Spacing (Table 11) 4 in. Field Nail Spacing (Table 11) Shear Connection (no. of 16d common nails) (Table 11) in. Hold Down Capacity (Table 11) „�,0b Percent Full-Height Sheathing (Table 11) Wall Cladding Rated for Wind Speed? 5.1 ROOFS Roof framing member spans checked? (IRC or WFCM) Roof Overhang (Figure 19) 1 ft. <2'or L/3 Truss, I-Joist, or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift. (Table 12) U=OD lb. Lateral (Table 12) Llb. Shear (Table 12) S = 6`I lb. Ridge Strap Connections—Tension (Table 13) T=1;314 plf Gable Rafter Outlooker (Figure 20) I ft. ft. <2'or U2 Outlooker Connections at Non-Loadbearing Walls Proprietary Connectors Uplift. (Table 14) U =y'�] Ib. Lateral (Table 14) L=TA Ib. Roof Sheathing Type (IRC or WFCM) CDX 4 pI Roof Sheathing ThicknessSks in.>3/8"wsp Roof Sheathing Fastening (Table 2) t; 6" edge G" c:e 1a AMERICAN WOOD COUNCIL __. GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 27 110 MPH EXPOSURE B WIND ZONE Checklist 1.1 SCOPE Wind Speed (3-second gust) 110 mph Wind Exposure Category B 1.2 APPLICABILITY Number of Stories (Figure 2) 2 stories <2 stories Roof Pitch (Figure 19) L) 5 12:12 Mean Roof Height (Figure 2) 1(6 ft. <33' Building Width, W (Figure 4) 26 ft. 5 80' Building Length, L (Figure 4) 21-1 ft. <80' Building Aspect Ratio (LAN) (Figure 4) 1.2c<3.0:1 1.3 FRAMING CONNECTIONS General compliance with framing connections? (Table 2) 2.1 ANCHORAGE TO FOUNDATION Type of Foundation (Figure 5) Stem L4,111 Foundation Anchorage Proprietary Connectors Uplift. (Table 3) U= 78 plf Lateral (Table 3) L=�plf Shear (Table 3) S plf 5/8"Anchor Bolts Bolt Spacing (Table 4) Sr in. Bolt Embedment (Figure 5) ' in. Washer Size (Figure 5) 3 in. xS in. x l�in.thick 3.1 FLOORS Floor framing member spans checked? (IRC or WFCM) _ Maximum Floor Opening Dimension (Figure 6) )1 ft. 512' f Maximum Floor Joist Setbacks 0 Supporting Loadbearing Walls or Shearwall (Figure 7) 0 ft. <d X Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Figure 8) 0 ft. <d a Floor Bracing at Endwalls (Figure 9) "' Floor Sheathing Type (IRC or WFCM) Nmc Ad r,h}nC Floor Sheathing Thickness (IRC or WFCM) 3Iy in. Floor Sheathing Fastening (Table 2) AS_ 4.1 WALLS (oAtmDA Nat% � Wall Height Loadbearing 1 Z n C";a ka Loadbearing Walls (Figure 10) S' ft. < 10' Non-Loadbearing Walls (Figure 10) $r ft. 5 20' Wall Stud Spacing (Figure 10) 16 in.<_24" o.c. Wall Story Offsets (Figures 7-8) 0 in. <_d 4.2 EXTERIOR WALLS Wood Studs 3 Loadbearing Walls (Table 5) 2x -9 ft. ,11 in. Non-Loadbearing Walls (Table 5) 2x 4 - 7 ft.3711 in. AMERICAN FOREST&PAPER ASSOCIATION NOTES: 1• THIS SURVEY AND • SECTIONS 20-300b— MAP WERE PREPARED PURSUANTAS TO THE REGULATIONS OF IT AO S 20 ADOPTED BY THE CONNECTICUT ASSOCIATIONND THE "STANDARDS FOR SURVEYS IN OF OPINION I PRESENTED ACCUMULATION PLANTCONFORMINGTICU TO VEYS AND M AGENCIES 6. AND GRADING.ESEN MU HEREON. MAP HORIZONTAL ACCURACY INC.MAPS IN THE STATE R REINFORMATION IS INTENDED TO CLASS OFD. ON SEPTEMBER 2. PROPERTYRALINE TOPOGRAPHIC INFORMATION ZION DEPICTED PE SHERE CONFORMST THE LOCATION TOPOGRAPHIC RTHE PROPERTY/BOUNDARY C URATY/CLASS ENI1TLEp. BIN HILL ANDTOPOGRAPHICSTOTES C IN ORATIONHEREON TO BLACK ASH SWAMPHEREON IS BASED OON GRAPHIC PROPOSED HOUSE REVISED JULY 1990 ROAD, MONTVILLE CONNECTICUOWNT'. BY OIOUNpA AND CLASS gACCURACY CLASS T-D. 3. THIS PARCEL IS BY JOHN KOPKO JR. ALTESEJO OR DAN.SUBDIVISION990 AND REGULATIONS ZONED R40. IT WAS & ASSOCIATES, LOCATED ON AMENDED THROUGH APPROVED IN ACCORDANCE, DATED JAN, 1990 AND FRONT 40'; SIDE 12'; REAR 40'. AUGUST 1, WITH SECTION 5.5 OF 1988 AS A CLUSTER SUBDIVISION• SETBACKS ARE GENERALLY: THE MONTVILLE ZONING N/F BRYCKI 24.35' NO658'48"W 196.61' • :1_2_3:0_07-LTOTA� -_ 49.26' f — 1 •-\ • -A6cr �"/ - _.-' -• 40 FEET 7l °[-------- 20 FOOTING""DRAIN 4O r OUTLET `� A�� I I ELEV.=464.0: \,I In F SCALE: 1"_4O' q64 • w Iii I la°O I_. ,. _._._....__ `. �''''r7,, I•. 7r °F76" • IF I LOT 72 • si ' LOT 71 0.764 acres I r' I 33,294 sq.ft. • X60 f 2 I uNi I - Q I 61 4 • (4 cn .i..��0' J 1 v� T SHE `24 OR POOL 4 EA I A °, f••J I • i .._I ill I 10X10 ODD ` lI 07: ii\ o I �m AND.STEP ECK ` 4j0- 46.0 I 73 1 I w PROPOSED MOUSE oN FF m 476"0' ,,P'. GAR.R. m 474.0' _.° _ 1 17.0' , ,.o ----1- 47^ JNOTE: AREA OF CUL-DE-SAC TO _i REVERT TO ADJACENT LOTS WITH FUTURE EXTENTION OF 45'05'57" ROAD. I iii A= R=30.00' 1 T=12.46' A7 •.L=228.63' 1=23.61' A.? to J.__ Ilk . 75.23' 472-- 47.77' 147.09' NO$'S8'48"W 448.65' (TOTAL) -- PARTRIDGE HOLLOW o=270'11'54" R=55.00' • L-2$9'37 LEGEND -- PROPERTY/STREET LINE —� ---- 432-- YARD/SETBACK LINE EXISTING CONTOUR �__ PROPOSED CONTOUR SF SILT FENCE DATA ACCUMULATION PLAN BEST IP NOWLEDGE AND BELIEF THIS MAP PLOT PLAN I-AN ' g-RECT AS;NOTED HEREON. LOT 72 ROBIN HILL ESTATES #38 PARTRIDGE HOLLOW MONTVILLE, CONNECTICUT A SCALE: 1" ��' R.L.S. #9000 BY: BENNETT 40 DATE:OCT. 8, 199g & SMILAS ENGINEERING, INC. 415 KILLINGWORTH ROAD, HIGGANUM, CT