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HomeMy WebLinkAbout2004 - Addition - Workshop Town of Montville Building Department Field Inspection Notice Address: 20 Beechwood Rd. Job Description: Workshop Permit Numbers: B2004-0130 Footing Not Approved: Approved: Comments: 1• Backfill Not Approved: Approved: Comments: 1- Framing Not Approved: Approved: 6/25/04 JS Comments: 1• Clips installed on exterior for the dining room addition Rough Electric Not Approved: Approved: 9/24/04 JS 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: 9/24/04 JS Comments: 1• Certificate of Not Approved: Approved: Occupancy Comments: Not Approved: Approved: Comments: 1• Not Approved: Approved: Comments: 1• Not Approved: Approved: Comments: Comments: Cheek on plumbing vent requirements 9/24/04 JS All vents shall be so sloped and connected as to drain back to the soil or waste pipe by gravity (3601.2.1) Pagel of l Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: B2004-0130 Date: 13-Apr-04 Map/Lot: 076/058-000 Owner ID 7009 Job Location: 20 BEE~HW0,.0[11~AlAD_ Unit Job Description: Construct workshop Owner: Contractor: James L and Nancy L Fonk James L. Fonk 20 Beechwood Drive 20 Beechwood Rd Oakdale Ct. 06370- Oakdale CT 06370 Telephone: (860) 848-9840 Lic/Reg Type/No. 0 Exp Date: Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $4,400.00 Building Fee: $28.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $300.00 Electrical Fee: $10.00 Permit Code: R3 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $4,700.00 CO Fee: $10.00 Plan Review Fee: $2.80 State Ed Fee: $0.75 Total Fees: $51.55 it is the owners responsibility to schedule the following insRections (minimum 48 hours notice required): ❑ Footing - Prior to pouring concrete ❑ Rough HVAC ❑ Backfill - Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble Rough Framing ❑d Firestopping/draftstopping Rough Electrical ❑ Insulation ❑ Electrical Service CRS 0 ❑ Final Inspection ❑ Rough plumbing and leak test F Certificate of Occupany ❑ Gas piping and test Building Official's Signature. Town of Montville Plan Review Form Date: ICI Arzc P 3 l ~`Zo o'4 Street Address: 20 Ga,-_CJ4(, ooO Job Description: ADo m yft 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 Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information Building permit application not completed, signed, dated - A_Permit fee $ 6). rL _ Permit fee to be calculated Worker's comp. Affidavit or worker' comp. Insurance Copy Contractor's registration or license Construction permit sign-off sheet Street address of project on all drawings and documents Field set of approved plans need to be picked up from our office 2-sets of construction documents required Comments: od*fficial Town of Montville - Building Department Permit # C.1 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form 0 New Construction ❑ Addition ❑ ACteration Accessory Structure -other A7~ o^t To Job Location 2 0 12 (,va 9 !2 Job Description/Materials R L4 t 'L t~, 19 WCkk !5-If OP ©kf CS:s' I r n16! f° u111AA7104 Owner T/4 A~i /0 5 4, FOW4 Mailing Address -i2,0 8-96e H w too City 0,rj k 64 QC State e- 1- Zip 063 ?0 Tel-960 l"g'/ 9 9'qO Contractor 0 WW4 ft- Mailing Address 09.~ /1-~, City State Zip Tel Contractor's License/Registration Type & Number Exp. Date I I 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 permit for such work as described above. -f ✓ ` Date / 3 Owner /Agent Signature l 1l: / Construction Value Fee Building $ tmt-, $ Plumbing $ c~;, $ Mechanical $ 0 $ Electrical $ - $ /a- Other $ $ - Certificate of Occupancy $ Plan Review Fee G $ 2. F0 State Education $ a° S Total . $ $ 5/ S 5 (See Reverse side for additional requirements) Town of Montville Building Department Recut i Date 46, No. s 1 A.. From: _ Job Address: Amount Cash "heck Check # Permit 4 Received by ~G STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: ,R0 9 ~~(o0 o RD In the town of 0A /C bA -(L Name of building permit applicant: Please check one: 1. am the owner of the above property. 2. I am the sole proprietor of a business. 2A. Name of business: 2B. Federal Employer Identification Number (FEIN) - - - - - - - - - - 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. tL 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 to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of , 200_. (Notary Public/Commissioner of the Superior Court) Town of Montville Building Department 848-3030, Ext 382 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SKEET Property Address Job Description: if/57-4(-c, 1 &ro WALL S} F,:7 A-- 4 WO 4r- S- /f0P 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 ❑ Permit Required Septic System Date Approved of Permit El Permit Required Private Well Date VPCA DE ART NT 848-3030, Ext 376 Approved Not Permit dgfz~~ 2,) a'j ❑ Permit Required unicipal Sewer Date House Trap ❑ Outside ❑ Inside Approved Not Permit ❑ Permit # El Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved Not Permit ❑ Permit Required Director Date PLANNING & ZONING DEPARTMENT 848-3030. Ext. 379 Approved Not Permit _QC7hermit #:~j 3 -0 C El Required Zoni Date Approved Not Permit ( - ❑ Permit equired Inland-Wetlands Date ~fi'~ Town of ontville Plans Approved or Construction Approval shalt n t be construed as a permit for, r approval of, 12 any violation of he provisions of the Connecticu B ilding Code Id C y ~ 12 File Copy Office Bathroom window Dining Room Add. -sewer ven [Lk c T 2x10 rafter 16" oc width 18" overh kAf<(~i 16' wide- i 2x6 studs Basement Window all wiring will be 12-2 with ground insulation R-19 walls R-38 ceiling Georgia Pacific Vinyl Clap Board {1 Architectural shingles ice and water shield q 1/2" plywood sheathing p "Roof 5/8 plywood 'gh outside wall „ Insulated Garag 9 8' t G- (,IT V IM -1 (OA( j3 FC iLC HWoob 0- 7, A/ 5170" ° C , f 0 „ ~t t ~ ~-'3mpered~ass._.~.;.._..~_...~._._~ l tlts i` 3b Door with Rear Elevatic~h ' 20 $eechwood Rd. N6 W vi, CARRYING BEAM "A" ® TJ Beam 605 S~,N &;8 4 PCs of 13/4" x 11 7/8" 1.9E Microllam® LVL User: 1 11/1'3/2003 12:23:18 PM Pagel Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED o 6 76J Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 3' 9" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 16' Adds To Uniform(plf) Roof(1.25) 298.0 128.0 0 To 16' Adds To SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 3584 / 2298 / 0 / 5882 L1: Blocking 1 Ply 1 3/4" 1.9E Microllam® LVL 2 Stud wall 3.50" 3.50" 3584 / 2298 / 0 / 5882 L1: Blocking 1 Ply 1 3/4" 1.9E Microllam® LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 5759 -4940 19742 Passed (25%) Rt. end Span 1 under Roof loading Moment (Ft-Lbs) 22557 22557 44621 Passed (51%) MID Span 1 under Roof loading Live Load Defl (in) 0.347 0.522 Passed (U541) MID Span 1 under Roof loading Total Load Defl (in) 0.570 0.783 Passed (0330) MID Span 1 under Roof loading -Deflection Criteria: STAN DARD(LL: U360,TL: U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing'the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: JAMES FONK BEN HULL NORWICH LUMBER 470 RIVER RD. LISBON, CT. 06351 Phone : 860-889-1393 Fax :860-885-0374 norwichlumber@aol.com Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. er4 W, 71 r CARRYING BEAM "A" E ® TJ-Beam(TM)6.05Serial Num 2232789 4 Pcs of 13/4" x 117/8" 1.9E Microllam® LVL User:1 11113/2003 12:23:19 PM Page2 Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 15' 8.00" ^ Max. Vertical Reaction Total (lbs) 5882 5882 Max. Vertical Reaction Live (lbs) 3584 3584 Required Bearing Length in 1.98(W) 1.98(W) Max. Unbraded Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 2937 -2937 Max Shear (lbs) 3425 -3425 Member Reaction (lbs) 3425 3425 Support Reaction (lbs) 3498 3498 Moment (Ft-Lbs) 13414 Live Deflection (in) 0.116 Total Deflection (in) 0.339 Loading on all spans, LDF = 1.25 Dead + Floor + Roof Design Shear (lbs) 4940 -4940 Max Shear (lbs) 5759 -5759 Member Reaction (lbs) 5759 5759 Support Reaction (lbs) 5882 5882 Moment (Ft-Lbs) 22557 Live Deflection (in) 0.347 Total Deflection (in) 0.570 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 1930 -1930 Max Shear (lbs) 2250 -2250 Member Reaction (lbs) 2250 2250 Support Reaction (lbs) 2298 2298 Moment (Ft-Lbs) 8812 PROJECT INFORMATION: OPERATOR INFORMATION: JAMES FONK BEN HULL NORWICH LUMBER 470 RIVER RD. LISBON, CT. 06351 Phone : 860-889-1393 Fax :860-885-0374 norwichlumber@aol.com Copyright © 2002 by Trus Joist, a Weyerhaeuser 'Business Microllam® is a registered trademark of Trus Joist. CARRYING BEAM "B" ~n ® TJ-Beam(TM)6.o5SerialNum r. 1234W89 2 Pcs of 1 3/4" x 117/8" 1.9E Microllam® LVL User: 1 11/13/20031224:23 PM Pagel Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: T 6" Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 2400 / 992 / 0 / 3392 L1: Blocking 1 Ply 1 3/4" 1.9E Microllam® LVL 2 Stud wall 3.50" 3.50" 2400 / 992 / 0 / 3392 L1: Blocking 1 Ply 1 3/4" 1.9E Microllam® LVL -See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 3321 -2849 7897 Passed (36%) Rt. end Span 1 under Floor loading Moment (Ft-Lbs) 13008 13008 17848 Passed (73%) MID Span 1 under Floor loading Live Load Defl (in) 0.465 0.522 Passed (U404) MID Span 1 under Floor loading Total Load Defl (in) 0.657 0.783 Passed (0286) MID Span 1 under Floor loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note: See TJ SPECIFIER'S / BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: JAMES FONK BEN HULL NORWICH LUMBER 470 RIVER RD. LISBON, CT. 06351 Phone : 860-889-1393 Fax :860-885-0374 norwichiumber@aol.com Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Microllam@ is a registered trademark of Trus Joist. CARRYING BEAM "B" U-Beam )6.05Seriai► .123456789 2 Pcs of 1 3/4 x 11 7/8 1.9E Microllam® LVL User l 11/131200312:24:23 PM Page2 Engine Version: 1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group ^ 15' 8.00" Max. Vertical Reaction Total (lbs) 3392 3392 Max. Vertical Reaction Live (lbs) 2400 2400 Required Bearing Length in 2.28(W) 2.28(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 2849 -2849 Max Shear (lbs) 3321 -3321 Member Reaction (lbs) 3321 3321 Support Reaction (lbs) 3392 3392 Moment (Ft-Lbs) 13008 Live Deflection (in) 0.465 Total Deflection (in) 0.657 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 833 -833 Max Shear (lbs) 971 -971 Member Reaction (1bs) 971 971 Support Reaction (lbs) 992 992 Moment (Ft-Lbs) 3804 PROJECT INFORMATION: OPERATOR INFORMATION: JAMES FONK BEN HULL NORWICH LUMBER 470 RIVER RD. LISBON, CT. 06351 Phone : 860-889-1393 Fax :860-885-0374 norwichlumber@aol.com Copyright © 2002 by Trus Joist, a Weyerhaeuser Business Microllam® is a registered trademark of Trus Joist. Y Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descriytion Area -Value R-Value U Factor U Factor Roof 1: All-Wood Joist/RaBer/Truss 240 19.0 38.0 0.018 0.060 Skylight 1: Vinyl Frame, Double Pane with Low-E 0.440 0.060 Tinted, SHGC 0.43 8 Skylight 2: Vinyl Frame, Double Pane with Low -E 8 _ 0.440 0.060 Tinted, SHGC 0.43 Exterior Wall l : Wood. Frame, Any Spacing 90 19.0 0.0 0.068 0.089 Exterior Wall 2: Wood Frame, Any Spacing 75 19.0 0.0 0.068 0.089 Exterior Wall 3: Wood Frame, Any Spacing 105 19,0 0.0 0.068 0.089 Window 1: Vinyl Frame, Double Pane with Low-E 15 0.340 0.593 Clear, SHGC 0.33 Window 2: Vinyl Frame, Double Pane with Low-E 0.340 0.593 Clear, SHGC 0.33 15 Window 3: Vinyl Frame, Double Pane with LOW -E 15 0.340 0.593 Clear, SHGC 0.33 Window 4: Vinyl Frame, Double Pane with Low -E 15 0,340 0.593 Clear, SHGC 0.33 Door 1: Glass, Clear, SHGC 0.55 39 0.330 0.593 Floor 1: All-Wood Joist/Truss 240 25.0 10.0 0.028 0.054 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Envelope PASSES: Design 8% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1('89) Code requirements in COMcheck-EZ Version 2.4 Release 2a. Z/ - - Date Pcipal Envelope Designer-Name gnature y , , . . l _ ~ a i . a . C r i r ~ t f\ Assumed Loads: Live (psf) Dead (psf) Live +Dead Floor Load 40 10 50 Ceiling Joists 20 10 30 Roof Rafters 30 15 45 125 Total Load (psf): 90 35 Building Size: Length (ft) Width (ft) 16 15 Total Area (sq ft) 240 Load per ft applied to wall length factor support length (ft) (12/12 pitch) Load Factor Rafter Load 477.225 7.5 1.414 45 Ceiling Joists Load 225 7.5 1 30 4 Floor Load 375 7.5 1 50 Wall Load 80 1 8 10 Total Load Ibs per ft 1157.225 Total load on column (Ibs) 9257.8 16 0.5 1157.225 Required Beam: 8 x 2 1/4 I-Beam ( Note this beam will support a load per ft of 3.9 KIPS on a 16 foot span making it over sized by a factor of a little 3.) Beam Support: Support beam end with 6""6" Douglas fir or southern yellow pine column, place 112 steel plate 6""6" on top of column under beam. (Douglas Fir 385 psi allowable ) Prepared for: Jim Fonk Prepared by: VCS 20 Beechwood Rd. Montville Ct. F v x_ ~ y 2nd Floor Plan` 20 Beechwood Rd. 240 sq. ft. ` k 4~ Center Ceiling light and Fan Fixture Circuit #1 20 amp ® J N3 outlets wire 12 2 W/G x Y J r k f2 _ Wall Switch Using Fxisti~ ~IL!~Jr Hl~~' wiring from kitchen house Circuit #2 20 amp 3 outlets wired 12-2 W/O wall 1 wiring sizing and rec. placement will be to code ® Wall switch and ceiling fan Try y 7r~n r q derson C-W 15 y c~ 'IFS ` x 8" Rafter 16" O.C. t~1y4 5/8 ply w/ spacers Addition Section 15 lb. felt 20 Beechwood Rd. 8' Alum. Drip 30yr. Arch. Shingle Ridgevent Ice and Water Barrier Alum. Clad 2X6 fascia Vinyl vented soffit 2 X 6 wall studs House wrap 8" vinyl siding 1/2" Ply. cdx 1rim board _r 2 AV s c ~,e - o 1's e3/4 T and G Ply 8CAM P. Treated 2 X 6 sill 1e .t sill seal .t ,rx1 6lftic , yixr ac~~ yg Bolted 4' O.C. 12" From Corners ('I'yp) t i t ! fL15S } !200365 DOI !TRAY l t(optional) i Y om, WFLib fi4 3 a 1 ' 1-10-4 1 5-C-0 15-0-0 r s 1.10-4 3-3-3 244 ~ '4 3~ 8 ~ 1- 4 s D~ 5~ - 1:313. f A S ` 3 14 6,00-17 ~~QO ~~-aa 1~-a~ , - .781 r Vdefl PLATES ~ (LOADING (pis) SPACING ~~}~F~. in 4lc~c) TCLL 42.0iPlates Increase 1.16j7C 0.23'Vett(LL) -0.17 11 5 12(3 TC[3L 10,01Lumber 1ncMee 1.15,BC 0.33"Vert(TL~ -0.25 11 >702~ SCLL 0 0,~Rep Stress tner YES 0:92 Hor'z(TL) 0-18 8 n1a BCDL 10.0COde BCCAIA 51 LC LL Min Vdefl '40 ghf 63 lb t.Ultrfi CHORD Sheathed or 4-0-9 oc purlins. TOP CHORD X 4 SPF 1654 1.raE TQ RACING Bt7T CHORD 2 X 4 SYP t' a.2 BCC' CHORD Rigid ceiling directly applied or CBS 2 X 4 SPP-S Stud 10-0-0 oc, bracing. I A EACTIQN lysize) 2=i029/0-5-8,8=1029/0-5-8 j max l'-t= 2=-37 toad use 2} Max uplin=-109(ioad case 4), Sz-105(toad case 4) FORCES (lb) f=irst Load Case Only t'TOP CHORD 1-2=22, 2-3=-1576, 3-4-2947, 4-5=-2947, 2947, 6-7=-2947 7-8=1576, 6-9=22 t BOT CHORD 2-14-1354,13-14=1407,12-13=1431,1 `-12-1431, 10-11=1407, B-10=1354 was 3-14=-553. 3-13=1383, 4-1~~..2~4~ 5-13m4681, 5-11=1681, i~1i=-294, 7-11=1353: 7-1f}~-553, 5-42=47 Tha Norwich Lrribr. C.D, NOTES 47€2 River Poad l 1) This truss has been checked for unbalanced loading conditions. CT 06-351 1 I st Floor Plan f 20 Beechwood Rd. 240 sq.'ft. } ~ f 4 t 5 ~ i S r nderso~ CW_-13 2'4"_x 3'S" Tempered Glass y-2- i~ r - - I Left Elevation 20 Beechwood Rd. IAN Top of wall to y~ r be S" below ` ""Y finish slab. 4 f ,Dowel to _ existing foundation Foundation f57 20 Beechwood Rd. N -i rt _ _ ^ ~ t a I Rear Elevation ti 20 Beechwood Rd.