Loading...
HomeMy WebLinkAbout19x22 Garage Addition 2004 Town of Montville Building Department Field Inspection Notice Address: 44 Podurgiel Lane Job Description: Add to garage Permit Numbers:B2004-0175 Footing Not Approved: Approved: 7/8/04 JS Comments: 1. Backfill Not Approved: Approved: 8/2/04 JS Comments: 1. Framing Not Approved: Approved: Comments: 1. Rough Electric Not Approved: Approved: Comments: 1. Electrical Service Not Approved: Approved: Comments: 1. Rough HVAC Not Approved: Approved: Comments: 1. Rough Plumbing Not Approved: Approved: Comments: 1. Gas Line Not Approved: Approved: Comments: 1. Fireplace Throat/ Not Approved: Approved: Chimney Comments: 1. Fire/Draftstopping Not Approved: Approved: Comments: 1. Insulation Not Approved: Approved: Comments: 1. Certificate of Not Approved: Approved: Occupancy Comments: 1• Not Approved: Approved: Comments: 1. Not Approved: Approved: Comments: 1. Not Approved: Approved: Comments: 1. Comments: Page 1 of 1 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext.382 Building Permit Permit Number: B2004-0175 Date: 26-Apr-04 Map/Lot: 103/007-000 Owner ID 119011 Job Location: 44 PODURGIEL LANE Unit Job Description: addition to garage Owner: Contractor: Marybeth and Alfred S Jr Bicknell Highlands 290 Preston Road 44 Podurgiel Lane Jewett City Ct. 06351- Uncasville CT 06382 Telephone: (860)303-7556 Lic/Reg Type/No. HIC 565191 Exp Date: 30-Nov-04 Tenant: Self Telephone: Permit Fees Construction Information Building Value:Construction Values $16,390.00 Building Fee: $100.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABG Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $500.00 Electrical Fee: $10.00 Permit Code: R3 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $16,890.00 CO Fee: $10.00 Plan Review Fee: $10.00 State Ed Fee: $2.70 Total Fees: $132.70 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice reauired). O Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat 0 Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble O Rough Framing ❑ Firestopping/draftstopping 0 Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: 0 ❑ Final Inspection ❑ Rough plumbing and leak test ❑d Certificate of Occupany ❑Gas piping and test Building Official's Signature / Ir Town of Montville Building Department Permit oO/- 0/ 5r--- 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 One &Two Family Building Permit Application Form El anew Construction XArldition VI Alteration E]Accessory Structure DOther Job Location H q 'PO dU,c- r1 L l Job Description/Materials 5 74--‘ X e lS`�\Yl c 00(-- I. e p Ick.CQ W c * S)1-\ f\ S` l -rO wkci-t� . exiST\ vN t- '��Ck1n� A CoGfQy� Owner H Mailing Address O d V r, City On On-T\i 1 rJ 1 t. State C 1 Zip 0 ( 3 IFTel Is b U / Lig/ Contractor 14-1 �IG, SC ) lt_1'^'� �1 ailing Address c \0 2Cs'To Q d v City 3-P 'v✓-e-(`-1' C 1'-() State C-7 Zip O(9 3 Si Tel(0o 0/ 303 / 7 5-574= Contractor's License/Registration Type &Number CT a-c._ 3-67 s 101 r Exp.Date I 1 / 3 6 / 0 y I hereby certify that the proposed work will conform to the Basic 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 p- 't for suc• • or'.as described above. Owner/Agent Signature Date // / Z it / '°3 Construction Value Fee Building $ A4 o — $ lex, Plumbing $ $ Mechanical $ $ Electrical $ ..6o Other $ $ $ /C— Certificate of Occupancy $ l0`-' Plan Review Fee $ /o State Education $ 2.70 Total $ /6,V90— $ /32.7 0 (See Reverse side for additional requirements) February 21, 2004 Highlands Building & Remodeling LLC. 290 Preston Rd Jewett City, CT 06351 TO: Montville Building Inspector RE: 44 Podurgiel Permit Application This letter is in reference to the enclosed permit application to add 8' to the east side of the existing garage at the above address. The roof will be stripped and re-roofed with asphalt shingles. There are —18 squares of shingles to be replaced. The addition to the garage will have 5 pitch common trusses at 2' O.C. with 5/8"cdx plywood. The garage door will be enlarged to 12' and have a double 11 7/8" LVL header to support the load. There are no existing collar ties to speak of but new ties will be installed at the tops of the wall plates in the existing garage. The final size of the garage will change to 22' deep and 19' wide. if you require any further information please feel free to contact me. /I 1 w Dan Kimball (860) 303-7556 Town of Montville Building Department Receipt Date _z____ / ,3 /_0_ No. 03646 From: // � s= // . / t..63ci) / INN,Job Address: .S Amount $—_/,_' 70 Cash ,L Check # r_q r,'.-- 71 Circle one) J Received byr // r i ! .�. _, •r Permit # • ei I/ / _ 290 Preston Rd Jewett City,CT 06351 TO:Town of Montville Building Officials Phone:860-303-7556 Email:Dkimball02@snet.net RE:44 Podurgiel garage addition and re-roof This is an application for the stripping of the existing roof and replacement with 30 year asphalt-- shigles,as well as the addition of 8 feet to the width of an existing garage. The garage will have a new foundation pourd for the additional space with the footing at a depth of 42"below grade.The entire floor will be repoured at 6"thick.The addditional space will then be framed with 2x4 douglas fir and 1/2"cdx plywood(16"O.C.).The garage door opening will then be enlarged to a 12'door with double 1 3/4 x 11 7/8 LVL header(12'6"long).The roof rafters are at a 5 pitch and will be 2x10 DF 16"O.C.wth 5/8 cdx sheathing.The garage will have 2x8 collar ties.The overall size of the garage will be 18x20'. If you have any further questions please feel free to contact me. Dan Kimball STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: 4/1 oc'v e_ 1 f In the town of M O1 T\( 1 I ( -_ Name of building permit applicant: Nc•t-Y1% L \ It-\w-\ b C( Please check one: 1. I am the owner of the above property. 2. 'X I am the sole proprietor of a busin ss 1 2A. Name of business: \ ketr Ck S V `6Av q.Q1�2 l N L(— 2B. Federal Employer Identification Number(FEIN) O'SOS-62 Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. -------- --------- - --------------- Affidavit — - - I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant . 31-27 C.G.S., office' of . corporation and partners in a partnership may elect to be excluded from cov r. ,e by fir) g a aiver w' h e appropriate District Office; and that a sole proprietor of a business is not re it=• to hav: co ..!.e unle. 1 e files his inte to accept coverage. Signat e of applicant Subscribed and sworn to before me this Z day of A uJ PrnbT , 2003. !k A- : , 1 _ (Notary Public/Commissioner of the Superior Court) NOTARY PUBLIC I MY COMMISSION EXPIRES OCT.31,2007 Town of Montville Building Department 848-3030,Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET `-1—1 PU C v,Ci-C 1 Property Address j Job Description: f e - co v [- (0c.„(k,zr_ ex -62x\s\c..3v- . The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 Approved Not Permit 0 Permit#: p Required Septic System Date Approved Not Permit 0 Permit#: 0 Required Private Well Date WPCA DEPARTMENT 848-3030,Ext 376 / Approved Not Permit t/ ItD. 6 ElPermit#: 0 Required unicipal S- - Date House Trap 0 Outside 0 Inside Approved Not Permit 0 Permit# ❑ Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved Not Permit a ❑ Permit#: ❑ Required Director Date PLANNING & ZONING DEPARTMENT 848-3030.Ext.379 t /4Tit,ctui Cila„,..eaLLe z Approved Not Permit 70O3 12 Permit#: Zo3-33 7 0 Required Zoning Date Approved Not Permit 0 Permit#: 0 Required Inland-Wetlands Date _A _ 7 -,. Ai :,,,,,,,, , , . CsitarsfAik,, `7e,141Y‘ � vwfv,,21, '\ , \ ,fk Tk \ / fr �i If ..__A, ,.,/, ,, , 4 0 -t 3 4K ., c , ;' v ,,, P n 'V • ItP Vi ► K I ! 0 C> • - '" -6 4..c.V. A. Ni 3.: r—,'>:,... ,1,,, ,„0 1 441 _../ c ,, ---...._ i Cy G 411%11%bND • �� b���r~r C.) l,I,.., -, ' Aii o y . csCG IRO C1R , A C A 62 Gr 3�, 1 L `f• JT c y ,c "OS/ -1--c;) AVA7 • /ita N NA Vs 3 4"cc � z � P '_ nn Town of Montville Residential Plan Review Date: De-r Job Address: yam/ �oDt�fZ� � Job Description: /.>n„L\ .ht)© We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Access 18"x24"(409.2) Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information(112.1) • Floor plan(s) Building permit application not completed,signed,dated Plans required x Permit fee$ 10 E3 C LC Dimensions Worker's comp.Affidavit or worker'comp.Insurance Finish floor elevation Copy Contractor's registration or license Minimum room sizes(304.1) Construction permit sign-off sheet Door and window sizes Provide all documentation to show compliance with the Model Kitchen layout Energy Code (1995 MEC). Contact your insulation contractor, Bathroom layouts,tub sizes in gallons,space clearances Northeast Smart Living Center (1-800-228-7764) or your local Stair location(min.width 36")(311.1) building official for information. Attic access location and size Street address of project on all drawings and documents Identify the use of each room Total square footage for each level of the structure • Site plan Indicate required light (8% of floor area per room)and ventilation Plans required (4%of floor area per room)for each habitable room or space(303.1.) Finish floor elevation Indicate safety glazing in areas required such as:doors,windows,tub Signed by P&Z,Wetlands,Uncas health,WPCA &shower enclosures,etc.(308.4.) Property lines not provided Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Distance from property to structure opening height,20"clear opening width)(310.2.1.) Structure dimensions Egress window maximum sill height 44"(310.2) Driveway Are basement stairs enclosed/accessible? If so, protect with Topography(existing and proposed) minimum%"sheetrock(310.3.) Designate which door is the required exit(36"minimum,hinged) Footing drain inverts,outlet and separation Proposed utilities Garage Wetlands and flood zone limits and elevations Minimum 5/8"Type X gypsum board separation(on garage side)to all living spaces—all combustible support framing to be covered with • Foundation Plan minimum 5/8"Type X gypsum board if it supports habitable rooms (309.2) Plans required Indicate minimum 1'/I'solid wood door,13/4"solid core steel door,I Dimensions '/." honeycomb core steel door, or 20 minute rated door from the Wall thickness garage to the house and its basement or attic(309.1) Footing sizes Indicate self-closing devices on all doors from garage to the house Frost protection required and its basement or attic(309.1) Window and door sizes and locations Indicate slope for garage floor(309.3.) Hatchway Foundation—indicate the assumed soil conditions that the system has • Elevations been designed for or provide engineering data. If presumptive soil conditions cannot be met,provide soil bearing engineering data(401) Plans required Concrete strength—foundation,floors,exterior porches,walks,slabs Type of siding (402.2) Type of roofing Basement—finished of unfinished? Other finishes Vapor barrier between sub-grade and concrete basement floor Finish grades (505.2.3) Building heights _ Minimum height of foundation walls above finished grade(404.1.3) Dimension height of chimney above roof Perimeter insulation,if conditioned space Roof pitches Anchor bolts—size and location(403.1.a) Floor thickness and control joint location(403.1.a) • Building Section(s)&Details Lally column size,attachment and spacing(408) Plans required Column footings—size(403) Floor-to-floor heights Waterproofing details(406) Handrails and guardrails — detail, including height and maximum Rebar if required—wall length,unbalanced fill,or soil conditions will opening,handrail cross-section,continuity and required returns de ermine his. Proviey bade engineering data for complex design. Riser height(8'''A"max),tread depth(9"min.),and nosing(3/4"—1 mConcrete piers and anchor details—decks Show minimum headroom in stairways—6'-8"measured from nosing Foundation drainage—sump,drain to grade,or town storm system; plane to lowest point of ceiling indicate pitch(405.1) Stud size and spacing,species and grade(or minimum Fb and E) Beam pockets—minimum clearances Sheathing—size,thickness,type Crawl Spaces Siding,material,type,style—underlaymentper mfg. Crawl space data—clearance to joists, slab thickness (if provided), g P ) Insulation—R-value,type—including basement walls if applicable vapor barrier(409) Flashing detail—windows and doors—type,material Ventilation(409.1) Town of Montville • Framing plans Decks/Porches Plans required Plans required Bearing partitions Joists—size,span,spacing,direction,species and grade(or minimum Direction of framing Fb and E) Beam spans,size,species,grade Ledger—show attachment and flashing to house Framed openings Decking material and size Sheathing type and thickness Beam—design data if required Window and door header sizes Posts—size,material,and height Joists species and grade(minimum Fb and E),size,direction,and Piers—size,material,depth below grade(minimum 42"required) spacing Indicate joist hangers at flush framing and ledger Joists over-spanned Stairs,handrails,and guardrails Headers/beams overspanned Double joists at parallel bearing partitions,bathtubs,etc.(502.3.2) • Chimneys and Fireplaces Details of framing for plumbing, such as headers and trimmers at Indicate clearance of masonry to combustible framing materials and traps,etc. clearance from fireplace opening to finished trim Joist hangers for flush framing conditions or ledger(502.4.2) Show data for mechanical flue sizing Deck material,type,size,and span Show exterior combustion air source Floor insulation—R-value,type,vapor barrier location Flue sizes Provide design data for all unaligned wall and floor bearing points. Manufactures data and installation instructions for metal fireplaces Indicate location of all point loads Cantilevered framing less than 18"to grade to be pressure treated or • Electrical Plan(s) decay resistant Plan(s)required X Engineering data for steel beams,engineered lumber,roof trusses or Panel location(s)with main size any other engineered product or design Roofs/ceilings Meter socket location Provide roof framing plan for roof geometry Outlet locations Ceiling joists — spacing, span, direction, species and grade (or GFCI outlet locations minimum Fb and E) Lights and switches Rafters —pitch, spacing, span, species, and grade (or minimum Fb Appliance/equipment circuits and E) Stair illumination Insulation—R-value,type—including basement walls if applicable Stairway light activation at both top and bottom of stair(303.4) Ventilation—ridge,gable,soffit Show required AC/DC smoke detectors(316) Provide minimum net ventilation data Attic access(22"x30"minimum)for any attic with 30"or more clear • Mechanical plan(s) height Pplan(s)required Roof sheathing—type,size,thickness Dryer vent Collar ties—size,placement,spacing Bathroom exhaust ventilation (natural or mechanical)type and size Roof covering — shingles — type, nailing, provide proper with calculations underlayment — show interior horizontal distance of double Hood exhaust underlayment at eave,etc. Type of heat Overhang detail Heating,ventilation,and air conditioning plant locations Provide framing details of trayed/vaulted ceilings Oil/LP-gas tank size,location and piping Provide detail of cathedral ceiling structure and venting Make-up air requirements Indicate connection of lower chord of roof trusses and ceiling joists to Manufactures data for equipment the top plates of interior and exterior walls. Calculate roof tie-down Heat loss/gain calculations sizes when required by wind conditions Show framing for gables in cathedral ceiling construction • Plumbing plan(s) Provide engineering data for all roof trusses—(truss drawings must be Plan(s)required signed and sealed by a Connecticut Licensed Professional Engineer) Building trap location Roof rafters over-spanned Ceiling joists over-spanned Sewer location Domestic water location Manufacturers data for whirlpools,corner tubs,&larger tubs Water heater size,type,and location Comments: A-7 /..) o1= c ALL-Art. T/L—'' S ��'�C✓ / )/N!J 'i Ci U A f-L- -s Gi /Z c'c7F/I-)Gs : (ding Official 0 cnO N z - o CIX Uv ° z w U rW4 oc� C 0. o x ray\ Zce, = O F›" O Qs C ,..-, z U s W W U V, LL o U �1 Z C4 f•- 9 th 1 wo Q " W U -, z o O z w — vii ti Wi J 2t di Town of Montville Residential Plan Review Date: /1Alz0H ,Zoo 4 Job Address: G/1/ PO bU Job Description: a AR A Gj /.>J p I T/o We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Access 18"x24"(409.2) Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information(112.1) • Floor plan(s) Building permit application not completed,signed,dated �Plans required _ Permit fee$ /'.' 2,7 Q Dimensions Worker's comp.Affidavit or worker'comp.Insurance Finish floor elevation Copy Contractor's registration or license Minimum room sizes(304.1) Construction permit sign-off sheet Door and window sizes Provide all documentation to show compliance with the Model Kitchen layout Energy Code (1995 MEC). Contact your insulation contractor, Bathroom layouts,tub sizes in gallons,space clearances Northeast Smart Living Center (1-800-228-7764) or your local Stair location(min.width 36")(311.1) building official for information. Attic access location and size Street address of project on all drawings and documents Identify the use of each room Total square footage for each level of the structure • Site plan Indicate required light (8% of floor area per room)and ventilation Plans required (4%of floor area per room)for each habitable room or space(303.1.) Finish floor elevation Indicate safety glazing in areas required such as:doors,windows,tub Signed by P&Z,Wetlands,Uncas health,WPCA &shower enclosures,etc.(308.4.) Property lines not provided Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Distance from property to structure opening height,20"clear opening width)(310.2.1.) Structure dimensions Egress window maximum sill height 44"(310.2) Driveway Are basement stairs enclosed/accessible? If so, protect with Topography(existing and proposed) minimum 1/2"sheetrock(310.3.) Footing drain inverts,outlet and separation Designate which door is the required exit(36"minimum,hinged) Proposed utilities Garage Wetlands and flood zone limits and elevations Minimum 5/8"Type X gypsum board separation(on garage side)to all living spaces—all combustible support framing to be covered with minimum 5/8"Type X gypsum board if it supports habitable rooms • Foundation Planpp (309.2) Plans required Indicate minimum 1 3/t"solid wood door,1 3/4"solid core steel door,1 Dimensions %" honeycomb core steel door, or 20 minute rated door from the Wall thickness garage to the house and its basement or attic(309.1) Footing sizes Indicate self-closing devices on all doors from garage to the house Frost protection required and its basement or attic(309.1) Window and door sizes and locations Indicate slope for garage floor(309.3.) Hatchway Foundation—indicate the assumed soil conditions that the system has • Elevations been designed for or provide engineering data. If presumptive soil Plans required conditions cannot be met,provide soil bearing engineering data(401) Concrete strength—foundation,floors,exterior porches,walks,slabs Type of siding (402.2) Type of roofing Basement—finished of unfinished? Other finishes Vapor barrier between sub-grade and concrete basement floor Finish grades (505.2.3) Building heights Minimum height of foundation walls above finished grade(404.1.3) Dimension height of chimney above roof Perimeter insulation,if conditioned space Roof pitches Anchor bolts—size and location(403.1.a) Floor thickness and control joint location(403.1.a) • Building Section(s)&Details Lally column size,attachment and spacing(408) Plans required Column footings—size(403) Floor-to-floor heights Waterproofing details(406) Handrails and guardrails — detail, including height and maximum Rebar if required—wall length,unbalanced fill,or soil conditions will opening,handrail cross-section,continuity and required returns determine this. Provide engineering data for complex design. Riser height(8'/I'max),tread depth(9"min.),and nosing(3/4"—1 Fireplace/chimney base y�») Concrete piers and anchor details—decks Show minimum headroom in stairways—6'-8"measured from nosing Foundation drainage—sump,drain to grade,or town storm system; plane to lowest point of ceiling indicate pitch(405.1) Stud size and spacing,species and grade(or minimum Fb and E) Beam pockets—minimum clearances Sheathing—size,thickness,type Crawl Spaces Siding,material,type,style—underlayment per mfg. Crawl space data—clearance to joists, slab thickness (if provided), Insulation—R-value,type—including basement walls if applicable vapor barrier(409) Flashing detail—windows and doors—type,material Ventilation(409.1) Town of Montville • Framing plans Decks/Porches Plans required Plans required Bearing partitions Joists—size,span,spacing,direction,species and grade(or minimum Direction of framing Fb and E) Beam spans,size,species,grade Ledger show attachment and flashing to house Framed openings Decking material and size Sheathing type and thickness Beam—design data if required Window and door header sizes Posts size,material,and height Joists—species and grade(minimum Fb and E),size,direction,and Piers—size,material,depth below grade(minimum 42"required) spacing Indicate joist hangers at flush framing and ledger Joists over-spanned Stairs,handrails,and guardrails Headers/beams overspanned Double joists at parallel bearing partitions,bathtubs,etc.(502.3.2) • Chimneys and Fireplaces Details of framing for plumbing, such as headers and trimmers at Indicate clearance of masonry to combustible framing materials and traps,etc. clearance from fireplace opening to finished trim Joist hangers for flush framing conditions or ledger(502.4.2) Show data for mechanical flue sizing Deck material,type,size,and span Show exterior combustion air source Floor insulation—R-value,type,vapor barrier location Flue sizes Provide design data for all unaligned wall and floor bearing points. Manufactures data and installation instructions for metal fireplaces Indicate location of all point loads Cantilevered framing less than 18"to grade to be pressure treated or • Electrical Plan(s) decay resistant Engineering data for steel beams,engineered lumber,roof trusses or Plan(s)required any other engineered product or design Panel location(s)with main size Roofs/ceilings Meter socket location Provide roof framing plan for roof geometry Outlet locations Ceiling joists — spacing, span, direction, species and grade (or GFCI outlet locations minimum Fb and E) Lights and switches Rafters —pitch, spacing, span, species, and grade (or minimum Fb Appliance/equipment circuits and E) Stair illumination Insulation—R-value,type--including basement walls if applicable Stairway light activation at both top and bottom of stair(303.4) Ventilation—ridge,gable,soffit Show required AC/DC smoke detectors(316) Provide minimum net ventilation data Attic access(22"x30"minimum)for any attic with 30"or more clear • Mechanical plan(s) height Pplan(s)required Roof sheathing—type,size,thickness Dryer vent Collar ties—size,placement,spacing Bathroom exhaust ventilation (natural or mechanical) type and size Roof covering — shingles — type, nailing, provide proper with calculations underlayment — show interior horizontal distance of double Hood exhaust underlayment at eave,etc. Type of heat Overhang detail Heating,ventilation,and air conditioning plant locations Provide framing details of trayed/vaulted ceilings Oil/LP-gas tank size,location and piping Provide detail of cathedral ceiling structure and venting Make-up air requirements Indicate connection of lower chord of roof trusses and ceiling joists to Manufactures data for equipment the top plates of interior and exterior walls. Calculate roof tie-down Heat loss/gain calculations sizes when required by wind conditions Show framing for gables in cathedral ceiling construction • Plumbing plan(s) Provide engineering data for all roof trusses—(truss drawings must be signed and sealed by a Connecticut Licensed Professional Engineer) Plan(s)required Roof rafters over-spanned Building trap location Ceiling joists over-spanned Sewer location Domestic water location Manufacturers data for whirlpools,comer tubs,&larger tubs Water heater size,type,and location Comments: . ding Official Ocie e``J�a 05 t°Go"044 o ,e\.'' ��` of cP c4 40 e yea` de o Q� `4%o1A ,,/ P'V,0,,a` 0� '� o - le' o3 Q• 14saw r � Q "0. O I 4 U N t r �\\\ 5 Cr) O "3- 0,0\\ /! 2 N 23 41 ' ' 40 \I \ \ I kik, , , ,, \\,, -„, , 0 45 \\,t\V „, \ , c, c-6. cri __ .:, 0 , ._ . . ,,,- " c„ cr, Lo \ �i4,, Iv New conditions for garage at 44 Podurgiel, Montville CT ,, ....„,..00"... 4";11 ,-,-, 4S;t4 , 0 0 I 44------ - I- I- il-- 1" I- W--,-io Pte. //// //� �,- di s- , / ii 0. 42 b e io,u i ((4 yr4 00% e.;( /6 " Fri Garage enlarged by 8' for a size of 19wx22dx13h Door opening enlarged to a 12x 7 with a 1 3/4 x 11 7/8 (2x) LVL header. Window header is 36" wide and same construction as garage door header. Trusses to be used for new roof. 2x4 wall construction. Existing rafters to have 2x10 collar ties located at the wall plate tops. Town of Montville Residential Plan Review Date: /-'1 ARCH 5`z_004 Job Address: L/4/ Pc fJu p_gic L Job Description: a A 2A Ga- /,,,gyp I T/0 N We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Access 18"x24"(409.2) Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information(112.1) • Floor plan(s) Building permit application not completed,signed,dated Plans required X Permit fee$ J32.70 Dimensions Worker's comp.Affidavit or worker'comp.Insurance Finish floor elevation Copy Contractor's registration or license Minimum room sizes(304.1) Construction permit sign-off sheet Door and window sizes Provide all documentation to show compliance with the Model Kitchen layout Energy Code (1995 MEC). Contact your insulation contractor, Bathroom layouts,tub sizes in gallons,space clearances Northeast Smart Living Center (1-800-228-7764) or your local Stair location(min.width 36")(311.1) building official for information. Attic access location and size Street address of project on all drawings and documents Identify the use of each room Total square footage for each level of the structure • Site plan Indicate required light (8% of floor area per room) and ventilation Plans required (4%of floor area per room)for each habitable room or space(303.1.) Finish floor elevation Indicate safety glazing in areas required such as:doors,windows,tub Signed by P&Z,Wetlands,Uncas health,WPCA &shower enclosures,etc.(308.4.) Property lines not provided Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Distance from property to structure opening height 20"clear opening width)(310.2.1.) Structure dimensions Egress window maximum sill height 44"(310.2) Driveway Are basement stairs enclosed/accessible? If so, protect with Topography(existing and proposed) minimum%"sheetrock(310.3.) Footing drain inverts,outlet and separation Designate which door is the required exit(36"minimum,hinged) Proposed utilities Garage Wetlands and flood zone limits and elevations Minimum 5/8"Type X gypsum board separation(on garage side)to all living spaces—all combustible support framing to be covered with • Foundation Plan minimum 5/8"Type X gypsum board if it supports habitable rooms (309.2) Plans required Indicate minimum 1'/,"solid wood door, 1 3/4'solid core steel door,I Dimensions '/I' honeycomb core steel door, or 20 minute rated door from the Wall thickness garage to the house and its basement or attic(309.1) Footing sizes Indicate self-closing devices on all doors from garage to the house Frost protection required and its basement or attic(309.1) Window and door sizes and locations Indicate slope for garage floor(309.3.) Hatchway Foundation—indicate the assumed soil conditions that the system has • Elevations been designed for or provide engineering data. If presumptive soil conditions cannot be met,provide soil bearing engineering data(401) Plans required Concrete strength—foundation,floors,exterior porches,walks,slabs Type of siding (402.2) Type of roofing Basement—finished of unfinished? Other finishes Vapor barrier between sub-grade and concrete basement floor Finish grades (505.2.3) Building heights Minimum height of foundation walls above finished grade(404.1.3) Dimension height of chimney above roof Perimeter insulation,if conditioned space Roof pitches Anchor bolts—size and location(403.1.a) Floor thickness and control joint location(403.1.a) • Building Section(s)&Details Lally column size,attachment and spacing(408) Plans required Column footings—size(403) Floor-to-floor heights Waterproofing details(406) Handrails and guardrails — detail, including height and maximum Rebar if required—wall length,unbalanced fill,or soil conditions will opening,handrail cross-section,continuity and required returns determine this. Provide engineering data for complex design. Riser height(8''/"max),tread depth(9"min.),and nosing(3/4"—1 Fireplace/chimney base Concrete piers and anchor details—decks Show minimum headroom in stairways—6'-8"measured from nosing Foundation drainage—sump,drain to grade, or town storm system; plane to lowest point of ceiling indicate pitch(405.1) Stud size and spacing,species and grade(or minimum Fb and E) Beam pockets—minimum clearances Sheathing—size,thickness,type Crawl Spaces Siding,material,type,style—underlayment per mfg. Crawl space data—clearance to joists,slab thickness (if provided), Insulation—R-value,type—including basement walls if applicable vapor banier(409) Flashing detail—windows and doors—type,material Ventilation(409.1) Town of Montville • Framing plans Decks/Porches Plans required Plans required Bearing partitions Joists—size,span,spacing,direction,species and grade(or minimum Direction of framing Fb and E) Beam spans,size,species,grade Ledger—show attachment and flashing to house Framed openings Decking material and size Sheathing type and thickness Beam—design data if required Window and door header sizes Posts—size,material,and height Joists—species and grade(minimum Fb and E),size,direction,and Piers—size,material,depth below grade(minimum 42"required) spacing Indicate joist hangers at flush framing and ledger Joists over-spanned Stairs,handrails,and guardrails Headers/beams overspanned Double joists at parallel bearing partitions,bathtubs,etc.(502.3.2) • Chimneys and Fireplaces Details of framing for plumbing, such as headers and trimmers at Indicate clearance of masonry to combustible framing materials and traps,etc. clearance from fireplace opening to finished trim Joist hangers for flush framing conditions or ledger(502.4.2) Show data for mechanical flue sizing Deck material,type,size,and span Show exterior combustion air source Floor insulation—R-value,type,vapor barrier location Flue sizes Provide design data for all unaligned wall and floor bearing points. Manufactures data and installation instructions for metal fireplaces Indicate location of all point loads Cantilevered framing less than 18"to grade to be pressure treated or • Electrical Plan(s) decay resistant Y%, Engineering data for steel beams,engineered lumber,roof trusses or Plan(s)required any other engineered product or design Panel location(s)with main size Roofs/ceilings Meter socket location Provide roof framing plan for roof geometry Outlet locations Ceiling joists — spacing, span, direction, species and grade (or GFCI outlet locations minimum Fb and E) Lights and switches Rafters —pitch, spacing, span, species, and grade (or minimum Fb Appliance/equipment circuits and E) Stair illumination Insulation—R-value,type—including basement walls if applicable Stairway light activation at both top and bottom of stair(303.4) Ventilation—ridge,gable,soffit Show required AC/DC smoke detectors(316) Provide minimum net ventilation data Attic access(22"x30"minimum)for any attic with 30"or more clear • Mechanical plan(s) height Pplan(s)required Roof sheathing—type,size,thickness Dryer vent Collar ties—size,placement,spacing Bathroom exhaust ventilation (natural or mechanical) type and size Roof covering — shingles — type, nailing, provide proper with calculations underlayment — show interior horizontal distance of double Hood exhaust underlayment at eave,etc. Type of heat Overhang detail Heating,ventilation,and air conditioning plant locations Provide framing details of trayed/vaulted ceilings Oil/LP-gas tank size,location and piping Provide detail of cathedral ceiling structure and venting Make-up air requirements Indicate connection of lower chord of roof trusses and ceiling joists to Manufactures data for equipment the top plates of interior and exterior walls. Calculate roof tie-down Heat loss/gain calculations sizes when required by wind conditions Show framing for gables in cathedral ceiling construction • Plumbing plan(s) Provide engineering data for all roof trusses—(truss drawings must be signed and sealed by a Connecticut Licensed Professional Engineer) Plan(s)required Roof rafters over-spanned Building trap location Ceiling joists over-spanned Sewer location Domestic water location Manufacturers data for whirlpools,comer tubs,&larger tubs Water heater size,type,and location Comments: ding Official / / n do (11 a.';' kJ, 6114 R-.*le/in IYeekkA Ply •••I• ••••. 0 290 Preston Rd Jewett City,CT 06351 (860)303-7556 CT#565191;CT#3538 TO: Montville Building Inspectors Office RE: 44 Podurgiel application Please find enclosed the data requested by your office.If you require any further data or information please feel free to contact me. Thank yo i Or aniel Kimball 3/10/04 RECEIVE t Town of Montville Residential Plan Review Date: A L /Z, 2.0o4 Job Address: Hq 1=t424/�1... Job Description: RR_jG i i ,-r7 J We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Crawl Spaces Plans are to be drawn to scale including dimensions ofrooms and Crawl space data—clearance to joists,slab thickness (if provided), spaces and all framing information(112.1) vapor barrier(409) permit application not completed,signed, Ventilation(409.1) Building pp p and/or dated Access 18"x24" 409.2 Permit fee$ ( ) Permit fee to be calculated Worker's comp.Affidavit or worker'comp.Insurance • Floor plan(s) Copy Contractor's registration or license Plans required Construction permit sign-off sheet Dimensions Provide all documentation to show compliance with the Model Finish floor elevation Energy Code(1995 MEC). Minimum room sizes(304.1) Street address of project on all drawings and documents required Door and window sizes Field set of approved plans need to be picked up from our office Kitchen layout Two sets of construction documents required Bathroom layouts,tub sizes in gallons,space clearances Stair location(min.width 36")(311.1) • Site plan Attic access location and size Plans required Identify the use of each room Finish floor elevation Indicate required light (8% of floor area per room)and ventilation Property lines not provided (4%of floor area per room)for each habitable room or space(303.1.) Distance from property to structure Indicate safety glazing in areas required such as:doors,windows,tub Structure dimensions &shower enclosures,etc.(308.4.) Driveway Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Topography(existing and proposed) opening height,20"clear opening width)(310.2.1.) Footing drain inverts,outlet and separation Egress window maximum sill height 44"(310.2) Proposed utilities Are basement stairs enclosed/accessible?(310.3.) Wetlands and flood zone limits and elevations Designate which door is the required exit(36"minimum,hinged) Garage Minimum 5/8"Type X gypsum board separation(on garage side)to • Foundation Plan all living spaces-all combustible support framing to be coered with Plans required minimum 5/8"Type X gypsum board if it supports habitable rooms Dimensions (309.2) Wall thickness Indicate minimum 1 3/4"solid wood door,13/."solid core steel door,1 Footing sizes %" honeycomb core steel door, or 20 minute rated door from the Frost protection required garage to the house and its basement or attic(309.1) Window and door sizes and locations Indicate self-closing devices on a Il doors from garage to the house Hatchway and its basement or attic(309.1) Foundation—indicate the assumed soil conditions that the system has Indicate slope for garage floor(309.3.) been designed for or provide engineering data. If presumptive soil conditions cannot be met,provide soil bearing engineering data(401) • Elevations Concre rete strength—foundation,floors,exterior porches,walks,slabs Plans required (402 Basement—finished of unfinished? Type of siding Vapor barrier between sub-grade and concrete basement floor Type of roofing (505.2.3) Other finishes Minimum height of foundation walls above finished Finish grades g grade(404.1.3) Perimeter insulation,if conditioned space Building heights Anchor bolts—size and location(403.1.a) Dimension height of chimney above roof Floor thickness and control joint location(403.1.a) Roof pitches Lally column size,attachment and spacing(408) Column footings—size(403) • Building Section(s)&Details Waterproofing details(406) Plans required Rebar if required—wall length,unbalanced fill,or soil conditions will Floor-to-floor heights determine this. Provide engineering data for complex design. Handrails and guardrails — detail, including height and maximum Fireplace/chimney base opening,handrail cross-section,continuity and required returns Concrete piers and anchor details—decks Riser height(8'/."max),tread depth(9"min.),and nosing(3/4"—1 Foundation drainage—sump,drain to grade,or town storm system; /.") indicate pitch(405.1) Show minimum headroom in stairways—6'-8"measured from nosing Beam pockets—minimum clearances plane to lowest point of ceiling Stud size and spacing,species and grade(or minimum Fb and E) Sheathing—size,thickness,type Siding,material,type,style—underlayment per mfg. Flashing detail—windows and doors—type,material Town of Montville Decks/Porches • Framing plans Plans required Plans required Joists–size,span,spacing,direction,species and grade(or minimum Bearing partitions Fb and E) Direction of framing Ledger–show attachment and flashing to house Beam spans,size,species,grade Decking material and size Framed openings Beam–design data if required Sheathing type and thickness Posts–size,material,and height Window and door header sizes Piers–size,material,depth below grade(minimum 42"required) Joists–species and grade(minimum Fb and E),size,direction,and Indicate joist hangers at flush framing and ledger spacing Stairs,handrails,and guardrails Joists over-spanned Headers/beams overspanned • Chimneys and Fireplaces Double joists at parallel bearing partitions,bathtubs,etc.(502.3.2) Indicate clearance of masonry to combustible framing materials and Details of framing for plumbing, such as headers and trimmers at clearance from fireplace opening to finished trim traps,etc. Show data for mechanical flue sizing Joist hangers for flush framing conditions or ledger(502.4.2) Show exterior combustion air source Deck material,type,size,and span Flue sizes Floor insulation–R-value,type,vapor barrier location Manufactures data and installation instructions for metal fireplaces Provide design data for all unaligned wall and floor bearing points. Indicate location of all point loads • Electrical Plan(s) Cantilevered framing less than 18"to grade to be pressure treated or decay resistant Plan(s)required XEngineering data for steel beams,engineered lumber,roof trusses or Panel location(s)with main size any other engineered product or design Meter socket location Roofs/ceilings Outlet locations GFCProvide roof framing plan for roof geometry Ligh outlet locations Ceiling joists – spacing, span, direction, species and grade (or Lights and switches minimum Fb and E) Appliance/equipment circuits Rafters–p itch,s pacing,s pan,species,and grade (or minimum Fb Stair illumination and E) Stairway light activation at both top and bottom of stair(303.4) Insulation–R-value,type–including basement walls if applicable Show required AC/DC smoke detectors(316) Ventilation–ridge,gable,soffit Provide minimum net ventilation data • Mechanical plan(s) Attic access(22"x30"minimum)for any attic with 30"or more clear Plan(s)required height Dryer vent Roof sheathing–type,size,thickness Bathroom exhaust ventilation (natural or mechanical) type and size Collar ties–size,placement,spacing with calculations Roof covering – shingles – type, nailing, provide proper Hood exhaust underlayment – show interior horizontal distance of double Type of heat underlayment at eave,etc. Heating,ventilation,and air conditioning plant locations Overhang detail Oil/LP-gas tank size,location and piping Provide framing details of trayed/vaulted ceilings Make-up air requirements Provide detail of cathedral ceiling structure and venting Manufactures data for equipment Indicate connection of lower chord of roof trusses and ceiling joists to Heat loss/gain calculations the top plates of interior and exterior walls. Calculate roof tie-down sizes when required by wind conditions • Plumbing plan(s) Show framing for gables in cathedral ceiling construction Provide engineering data for all roof trusses–(truss drawings must be Plan(s)required signed and sealed by a Connecticut Licensed Professional Engineer) Building trap location Roof rafters over-spanned Sewer location Ceiling joists over-spanned Domestic water location Manufacturers data for whirlpools,comer tubs,&larger tubs Water heater size,type,and location Comments:97Z-uSS DATA 10 'a- STS fz ?u..- .57 4N00 23 Y A C'T. I./C.L,-n1Seo PR-0 PL—_CS 1 o IJ- t_._ /x7114/,oei}3'Q- > d'; Official Highlands Building & Remodeling LLC. 290 Preston Rd (860)303-7556 Jewett City,CT 06351 CT#565191 To: Montville Building Inspector Enclosed is the data requested for the garage addition and roof replacement at 44 Podurgiel Rd. If you have any further questions please feel free to contact me. Thank you, jk}(L) Daniel Kimball 4/13/04 ReltaCEI\I 0 flub Truss Truss Type 1-C—ity Pty P.f.V•/ y/OOO 522 OUEEUPOST 300 1 STOCKS (5) P780.132 rrood structures Inc. 3 300 t May 26 1995 Muck Indualrtcs,Inc. Mon Jun 12 10:26:26 1995 Page 1 1 .1.4.0 1 6-0-0 I 11.0.0 1 15.4.0 I22.0.0 1 23.4-0 I - 1-4-0 8-0.0 44-0 4.4.0 0.6.0 pr r 1-4.0 `,,tnttlnr lr,,.,,;s•` . COeyc ,, A+OF Mq 4. 1,‘,,�0 C� ,� A� ? O `‘ :��?ti �C�`lC : p� FEN AQ � sG=`ti:� :r " 1 4x4= GAOLER :�; �_ o N _ �.ti l••�. v r^: _ r,• CIVIL =I ti... - •. 4...1 1,,, ..(w 3.00 12 'p0..‹,i<0: Gr t., C 0,..... cit i1 4 154: 181...% ,cF CIST rP 0-L a • '��rn•'•.(/_c,.S-.• .-._ `� 2 4 ,,`rs"IVAL 1,:jet ��/ U �,�L `c�OND,�E�,`� rJV C ( - ,'rfsduutttIt... 73 0111°-:"1-/Ilk _ A1Z% ' m 7+1I — u). . ttIo Z o , 1 gi 3x7= 3x= U 5 n SEE DETAIL . JUN 2 3 1995 1.1.12 11.0.0 20.10-4 22-0-0 1-1-12 9-10-4 9.10-4 1-1.12 Plate Offsets(X,Y): (1:0-0-0,0-0-0),(5:0-0-0,0-0-0) LOADING(psi) SPACING 2-0-0 CSI OEFL (in) (lac) Udell PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 TCOL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 1/7 578 BELL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.06 5 Na BCLL 10.0 Code WI Min Length/LL dell=240 Weight:85(Ills) LUMBER BRACING TC?CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied,or 10.00.00 on nog` WEBS 2X4SPF Stud `74.s+FT,r►dre,.,. N1e!Irrr.., `'�(ty OF NE- 4.� 0-F NEW.9�, ��.� . ►4,.,. 5'�P ��► w. y°� WEDGE Lell:2 X4.Right:2 X4 ... 41, •/ i �� FiSel REACTIONS (lbs/size) 1=1411/0-3-8,5=1411/0.3.8 f cz; . rP • ��%,te•• W ('' �, h - z� : STEPHEN W.—.y =�r7.'•a�, 9`, •. h dray��+".I a 1^ CABLER _ LL TOP CHORD 1.2=-2161,2.3=-1631,3-4=-1631,4-5=-2161 f-- ••• t1 .rn No. 520-'1 �• $t F ''1I,t `` DOT CI IOHD 5-6-191!4,6-7=1904,1-7=1904 '- -- a t ��'" 4 WEDS 2-7=-567,3-7=825,4-7=-567 �i 0. r r-'ti- • i� t • • d,• ~O • LOAD CASE(S) Standard .. -ll �•• Pe (Q :rr,�`. `O\06303 mow' 4-,L to= /^P41 ��c\. :,�;F��S�/STE��;,,,`� ROFEss101�P. :; ' f'2.1s4- WEOtIE �, 1 ( '... ...,, Il oT�;:icy Lt,'. C-9'=r� CA NT. Y! = r 14 I ' ' 't1l 1->':-•••..f.,�•%,, j 6 ; :. DESIGN LOADING: -' f-,°/ON AL 1-:".7';t' ' (1 . r 'I TCLLITOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. ///�j� �I+s�n►11ii . r:>(„S}`;;L!; j • This truss has been designed for a 20 ps(bottom chord live load,applied concurrently with all other loads i- Erli, ;..•,,.,I d: •f-. , wherever the clear distance between the top of the bottom chord and any other member is 42 inches or.greater. �' ”'{1"y``o i. 1} This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. -- ^__-- _J III A WARNING•Ver((g design pararsse/era and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. .wer....® Design void for use only with Welt connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be MI installed and boded vertleaRy. Applicability of design paaneten and proper incorporation of component is responsibility 04 budding designer-not truss designer.&oche shown is to.lateral support of individual web members only.Additional temporary bracing to insws dabilly during condnsclbn Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility or the building designer.For general guidance regordhg tobdcatbn,quaIIY conhol.storage,delivery.erection and bracing.consult 05T-88 Quality Standard,058-89 tracing Specification,and HIS-91 , ® Handling Installing and tracing Recommendation available hoot Truss Plate Institute.583 D'Onol io Drive.Madison,WI 53719. BOliSIE BC CALCQ3)2003 UtSiliN Ktlh'VK I - UJ Double 1 3/4" x 11 7/8" VERSA-LAMED 3100 SP File Name: BC CALC Project:RB01 Job Name: Description: Address: Specter: City,State,Zip:, Designer: BEN HULL Customer: Company: NORWICH LUMBER Code reports: ICBO 5512,NER 629 Misc: 0 12 Standard Load-35 psf 115 psf Tributary 12-00-001 A A 80 81 2660 lbs LL 2660 lbs LL 1214lbsDL 1214lbs DL Total Horizontal Length-12-08.00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 12-08-00 Live 35 psf 12-00-00 115% Member Type: Roof Beam Dead 15 psf 12-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 12268 ft-lbs 50.1% 115% 2 1 -Internal Slope: 0/12 Neg.Moment 0 ft-lbs n/a 100% Tributary: 12-00-00 End Shear 3269 lbs 35.4% 115% 2 1 -Left Total Load Defl. U419(0.363") 43.0% 2 1 Live Load Defl. L/610(0.249") 39.3% 2 1 Max Defl. 0.363" 36.3% 2 1 Live Load: 35 psf Dead Load: 15 psf Notes Partition Load: 0 psf Design meets Code minimum(U180)Total load deflection criteria. Duration: 115 Design meets Code minimum(L/240)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Member Slope=0,consider drainage. who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project design professional of record or BOISE technical representative for connection design code-accepted design properties Bolts are assumed to be Grade 5 or higher. and analysis methods. Installation Member has no side loads. of BOISE engineered wood products must be in accordance Connectors are:1/2 in.Staggered Through Bolt with the current Installation Guide and the applicable building codes. a=2" To obtain an Installation Guide or if b d b=2-1/2" you have any questions,please call _ (800)232-0788 before beginning d=4' a p\ product installation. d=24" —. —• • i1�\�1 � BC CALC®,BC FRAMER®,BCI®, BC RIM BOARDTM,BC OSB RIM �\ BOARDTM,BOISE GLULAMT"", C VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND ,TMl /\ VERSA-STUD®,ALLJOIST®and • • "a ii AJST"are trademarks of B\ Boise Cascade Corporation. Page 1 of 1 IA . W _ISN'4." AA I if''' \ , /„, ,, , Aly NV \ ' XM ///1/mo *• (D Q (,7 `/ 70 X `4 O CO cn CO O. '-r o \ \ � AllIV,.. 93o 'co iv 9-3 "is,_ o * C.O. -1,- Oft 51.J 0 A 0- ci X = d w < a' = rn C) New conditions for garage at 44 Podurgiel, Montville CT ,44100 ° .:k (*c;'L4 / ,x//5 7:,,1111--- - 1- 1,11%11t--- ' '' ---;100000000_feiNON- W -11, � / 0% ll / / '�% `moi ‘ ,., t Whip.\. \j�` I, / , i n i 0 �Jj gii*,,:t*., i.i coici __:_e_q_ /N f gl 42 " be/0,, � `� r )ec CJ {rZ0}tet ?-X i ) :' tir/ % Garage enlarged by 8' for a size of 19wx22dx 13h Door opening enlarged to a 12x 7 with a 1 3/4 x 11 7/8 (2x) LVL header. Window header is 36" wide and same construction as garage door header. Trusses to be used for new roof. 2x4 wall construction. Existing rafters to have 2x10 collar ties located at the wall plate tops.