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Home My WebLink AboutShed Town of Montville Building Department 310 Norwich-New London Tpke. Uncasvilie, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 7/18/07 Todd M Frechette 7 Allison's Way Oakdale Ct. 06370 Dear Todd Frechette During a resent review of our files it was established that permit # B 2006 - 0611 dated November 9 2006 for construction of a shed has: not been closed out because it didn't pass the final inspection please correct the deficiencies and contact our office between 8:OOAM and 4:30 PM to schedule a re-inspection Please be informed that the use of this shed without the required inspections and issuance of a Certificate of occupancy would constitute a violation under the Connecticut Building Code. Respectfully yours Charles Corell Building Inspector cc: File Field Inspection Notice Town of Montville Building Department January 8, 2009 Address: 7 Allison's Way Job Description: Shed 12'x 16' Permit Number(s): B2006-0611 Permit Date: 11/9/06 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Anchors 11128106 DJ • Anchors not in lace. ° Certificate of 11/28/06 DJ • Tie down anchors required to be in place for C/O • inspection. occupancy Rev. Date: 1/18/06 Page 1 of t STATE OF CONNECT" BUT P DEPARTMENT OF PUBLIC SAFETY DIVISION OF FIRE, EMERGENCY AND BUILDING SERVICES' .x OFFICE OF THE STATE BUILDING INSPECTOR October 13, 2006 Mr. Todd Frechette . 7 Allisons Way Oakdale, CT 06370 RE: M-1280-06R 7 Allisons Way Oakdale, Connecticut Dear Mr. Fre.chette: 1 have revised the referenced request for modification of Section R301.2.1.1, of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is illy decision to approve this modification, as requested, and allow a 192 square foot accessory structure (shed) to be. exempt.from the above code. requirement. This decision is based on the size and use of such shed. If you have. any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. e Christopher R. Laux, AIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building. Official Telephone (860) 685-8310 1111 Country Club Road Middletown; CT 06457 http://www.ct.gov/dps. Equal Opportunity Employer ;FATE OF CONNECTJT DEPARTMENT OF PUBLIC SAFETY DIVISION OF FIRE, EMERGENCY AND BUILDING SERVICES Y OFFICE OF THE STATE BUILDING INSPECTOR October 13, 2006 Mr. Todd Frechette 7 Allisons Way Oakdale, CT 06370 RE: M-1280-06R 7 Allisons Way Oakdale, Connecticut Dear Mr. Frechette: I have revised the referenced request for modification of Section R301.2.1.1, of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is my decision to approve this modification, as requested, and allow a 192 square foot accessory structure (shed) to be exempt from the above code requirement. This decision is based on the size and use of such shed. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. e , Christopher R. Laux, AIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official Telephone (860) 685-8310 I l I I Country Club Road Middletown, CT 06457 http_//www,ct.gov/dps An Equal Opportunity Employer `7 TATE OF CONNECT`-UT DEPARTMENT OF PUBLIC SAFETY A. I ~ DIVISION OF FIRE, EMERGENCY AND BUILDING SERVICES A OFFICE OF THE STATE BUILDING INSPECTOR . October 5, 200 Mr. Todd Frechette 7 Allisons Way Oakdale, CT 06370 RE: M-1780-06 7 Allisons Way Oakdale, Connecticut Dear Mr. Frechette: I have reviewed the referenced request for modification of Section R301.2.1.1 of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is my decision to approve this modification, as requested, and allow a 120 square foot accessory structure (shed) to be exempt from the above code requirement. This decision is based. on the size and use of such shed. If you have any.questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. Vst rR. Laux, ;CIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official - Telephone (860) 685-8310 I I I.I Country Club Road Middletown., CT 06457. . http://www.ct.gov/dps An Equal Opportunity Employer STATE OF CONNECT0 FILE # DEPARTMENT OF PUBLIC SAFETY OFFICE OF THE STATE BUILDING INSPECTOR 1111 COUNTRY CLUB ROAD MIDDLETOWN, CT 06457 TELEPHONE: (860) 685-8310 FAX: (860) 685-8365 REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE FOR OFFICE USE ONLY 1. Name and Location of Building: Residential Storage Shed - 12'X 16' 7 Allisons Way Oakdale T 06370 Number Street City State Zip 2. Building Owner: Todd M. Frechette 3. Applicant's Name: Todd M. Frechette Telephone:(860) 889-2888 Applicant's Address: 7 Allisons Way Oakdale CT 06370 Number Street City State Zip (Include Firm Name if Applicable): Name of Person to Contact: Todd M. Frechette Telephone:(860) 625-9199 (For information if required) 4. A. Date of Application for Building Permit: October 03, 2006 B..Applicable Code (Title and Date): Requirement for a CT State Registered Engineer 1 S .T/ZC; 5. Use Group: Storage Shed St r~1 "~rT i L A. Was there a change of occupancy: ❑ Yes ® No B. If yes from to 6. Building Construction Classification:Wood Frame Shed 7. Square Foot Area of Building (Total): 192 Largest Square Foot Area per Floor: 192 8. Number of Stories: 1 9. Check Applicable Designation: ® New Building ❑ Existing ❑ Addition ❑ Other (Explain) 10. Fire Protection at subject premises (Check appropriate headings) ❑ Smoke Detection ❑ Heat Detection ❑ Extinguishers ❑ Sprinklers ❑ Standpipes ❑ Other (identify): NONE 11. Describe alarm system(s) at premises: NONE 12. Building Code Section that modification is requested from: 2003 IRC, Appendix M 13. Modification Sought: Allow the attached New Hampshire Registered Engineer's Report 14. Reason Modification is Sought: CT Registered Engineer Report not available 15. Applicant's Signature Date Signed D'1 d6 16. Important Requirement Failure to provide the following information will delay modification process. The Building Official must comment below on the modification request as per Connecticut General Statute 29-254 (b). ❑*Note: Must signed by Chief Building Official, Acting Building Official or Provisional Building Official of the municipality where the construction is being done. ❑ Support Request ❑ Do Not Support Request Al The decision on this request is left to the Office of the State Building Inspector. ❑ Please contact the undersigned. Building Official's written comments, if desired. )/ZfzjU0)V ~ Building Official (Printe Town *Building Official Signature D Signed Building Official's Telephone Number Best Time to Contact The Office of the State Building Inspector cannot accept this form electronically. Please mail a paper copy of the signed form, with the local Building Official's written comments and signature, to the Office of the State Building Inspector. ❑ MODAPP_NET Rev. 1/5/06 Town of Montville t Buitding bey artment 310 Norwich-New Landon Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6 Type of Work Occupancy Type P rmit Type ❑ New Construction Single Family Building ❑ Addition ❑ Two-Family ❑ Plumbing n Alteration ❑ Townhouse ❑ Mechanical ❑ Accessory Structure ❑ Electrical CRS#: Job Address: A ~(1 0C l5A (Numbe (Street) (Unit) Job Description: Owner: 11► v~ Address: `7 City: State: 1 Zip Code: Telephone: Contractor: DBA: 1,~ C Address: Y JO City: State: Y Zip Code: G Telephone: 7q 4- 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. r~KlBy checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner /Agent Signature: Date: ~ 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: Rfviserl Decem6es31, 2005 - '-list Rec°-~ential Permit Requirements Che k ry ~ This list is to be used as a guide only and is not all-inclusive, additional information may be required for your particular project. Two complete sets of construction documents required. Provided Not Applicable Item Provided Not Item Supporting Documentation Applicable Completed, signed and dated Building Permit Building Section & Details Application Floor-to-floor heights Completed worker's compensation affidavit for Material type, size, andspacing property owners or sole proprietors or copy of Stair details (rise, run, treads, nosing, width, workers compensation insurance headroom Co of Contractor Registration or license Handrail details Construction permit sign-off sheet signed by all Guardrail details departments Roof ventilation Documentation showing compliance with the Framing Plans Energy Conservation Code www.ener codes. ov or Chapter 11 Design loads - for floors, ceilings, roofs Street address of project on all drawings and Bearing partitions identified on the plan documents Direction of framing -Spans, beam _ Wind Limitations Criteria Woodspecies and grade Documentation showing compliance with the Framed openings requirements for construction in 110 mph wind Wall framing size andspacing identified zone -Sheathing type and thickness Design publication identified; WFCM-2001, Window and door header sizes chapter 2; WFCM-2001, chapter 3; SSTD 10-99; Decking material, size, spacing ASCE 7-02, AISI, COFS/FM Engineering data for engineered lumber (LVL's and I= oists Site Plan Framing plan for engineered lumber Property lines Engineering data for steel beams, signed and Distance from property structure sealed b a CT re istered design professional Structure dimensions Engineering data for trusses, signed and sealed Driveway b a CT registered Professional Engineer To o ra h existing and proposed) Note: Unusual structural conditions may require Footin drain inverts, outlet and separation that additional engineering back u be submitted Proposed utilities Chimneys & Fireplaces Wetlands and flood zone limits and elevation Clearances to combustible materials Septic sstem shown and located on the plan Manufactures data for metal flues Well and piping shown and located on the plan Exterior fresh air source for fireplaces Foundation Information Flue sizes Assumed soil bearing pressure Manufacturers data and installation instructions for metal fire laces Dimensions Electrical Information Wall thickness Footing sizes Panel locations with main size Frost protection n Meter socket location Foundation anchor type, size, locations GFCI outlet locations Window and door sizes and locations Smoke detector locations Hatchwa Li hts and switches Columns Mechanical Information Drainage details Dryer vent Waterproofing details Bathroom exhaust ventilation (natural or Crawls ace ventilation size and location mechanical type and size Crawls ace access size and location Hood exhaust Concrete strengths Type of heat oil, electric, as Floor Plan Information Heating, ventilation, and air conditioning plant location Dimensions Oil tank size, location, and piping Door and window sizes, egress window LP-Gas tank location, size, and piping Glazing in hazardous locations Combustion air requirements Gara edwellin opening protection Manufacturers data forequipment Gara e/dwellin separation Heat loss, Heat gain calculations Kitchen layout Plumbing Information Bathroom layouts, tub sizes in gallons, space clearances Building trap location if on municipal sewer Indicate use of all rooms Sewer location Stair location Domestic water location Attic access location and size Water heater size, !ype, and location Square footage for each habitable level of the Manufacturers data for whirlpools, corner tubs, & structure ---tlarger tubs Required light and ventilation for each habitable room Elevations Type of siding Roofing Other finishes Finish rades Building heights Heigh t of chimney above roof Roof itch Town of Montville Building Department File.Receipt Receipt No: 1843 Date: 09-Nov-06 Received From: Todd Frechette Job Address: 7 Allison's Wa Fees Collected State Educational Training Fee Cash: $0.57 Cash: $45.77 Check: $0.00 Check: $0'00 Check No: 0 Short/Over: $0.00 $3,552.00 Construction Value: $0.00 Demolition Value: Received By Sandra Pandora le,~ .rress• TOTAL ITEM QTY $/UNIT Building Plumbing Mechanical Electrical BUILDING AREA $ Now Construction SF $ 114.17 $ Basement, Finished SF $ 2087 $ $ _ Basement, Unfinished SF $ 1128 $ $ Crawl Sppce S SF $ 8.46 $ Interior Renovations SF $ 31.90 $ - $ - $ MANUFACTURED HOMES $ Ground Anchors SF $ 5.86 $ $ - Basement SF $ 11.28 $ - $ $ Crawl Space SF $ 8.46 $ - $ - $ AMENITIES $ _ Kitchen EA $ - $ Full Bathroom EA $ _ $ _ Half-Bathroom EA $ $ GARAGE $ Attached SF $ 49.41 $ - - Detached SF $ 63.21 $ - $ Under SF $ 9.12 $ - $ Carport SF $ 18.08 $ - MECHANICAL Warm-Air Y' Y/N $ Hot Water Nr Y/N $ _ Electric N I;I Y/N $ Air Conditioning "-.11 Y/N $ ELECTRICAL SERVICE $ Upgrade Amps Overhead, new 6 Amps $ Underground, new ; Amps $ Subpanel EA $ 545.00 $ Gen Set EA $ 3,500.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ Masonry w11 fireplace EA $ 6,451.50 $ Masonry w/2 fireplaces EA $ 10,087.00 $ Wood Stove, tree standing S EA $ 2,447.50 $ Wood stove insert EA $ 1,690.70 $ DECKS, PORCHES, SUNROOMS Deck SF $ 39.16 $ Porch SF $ 135.80 $ Sunroom SF $ 160.82 $ - $ POOLS 8 HOT TUBS $ Hot Tub I'. EA $ 7,287.50 $ $ Inground Pool S'. EA $ 19,430.40 $ - Above Ground Round EA $ 4,635.88 $ $ Above Ground Oval EA $ 5,472.50 $ - $ - Pool Heater EA $ 8,167.50 $ Inflatable Type Pool FA $ 1,542.42 $ SHEDS w/o electrical 192.. SF $ 18.50 $ 3,551.81 w/electrical SF $ 18.50 $ $ RENOVATIONS Roofing, Overlay SF $ 3.38 $ Roofing, Strip & reroof SF $ 3.76 $ RoofSheathing SF $ 1.19 $ Siding SF $ 2.30 $ Windows EA $ 423.50 $ - Skylights EA $ 955.54 $ Doors, Exterior EA $ 401.50 $ Oil Tank, 275 Gallon FA $ Oil Tank, 550 Gallon EA MISCELLANEOUS CALCULATIONS TOTALS $ 3,551.81 $ $ $ PERMIT FEE CALCULATIONS Construction Value Fee Building $ 3,552.00 $ 32.00 Plumbing Y $ - $ Mechanical Y- $ $ Electrical Y_J $ - $ Working before Permit Issuance _N ` $ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 3.20 State Education Fee $ 0.57 TOTALS $ 3,552.00 $ 45.77 Figures are based on the 2006 RS Means Residential Cost Data i A State of Connecticut Workers' Compensation Commission - ■ Please TYPE or PRINT IN INK ~rwsyy Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL act as General Contractor or Principal Employer Applicant for .Permit Name of Applicant for Building Pere- Pro rty located at ,j S6t JS rCr~/-v 7 7 ~^y If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL act as the general contractor or principal employer, you must provide proof of workers' compensation insurance coverage for all employees. Complete this form and, if applicable, sign the Affidavit below in the presence of a Notary Public or a Commissioner of the Superior Court. CHECK ONE (1) BOX ONLY, provide the appropriate information, and sign: * am the OWNER of the above-named property. t WILL act as the general contractor or principal employer and, as such, will submit proof of workers' compensation insurance coverage for all employees who are doing work o the construction project at the above-named property. Signature of OWNER Applicant 4; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property. I WILL act as the general contractor or principal employer and, as such, will submit proof of workers' compensation insurance coverage for all employees who are doing work on the site of the construction project at the above- named property. Signature of SOLE PROPRIETOR Applicant ❑ 1 am the OWNER of the above-named property or the SOLE PROPRIETOR of a business doing work at the above-named property. I will not personally submit proof of workers' compensation insurance coverage, but I will attest to the. following: AFFIDAVIT hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he or she does work on the site of the construction project at the above-named property in accordance with Section 31-286b of the Workers' Compensation Act. Signature of OWNER or SOLE PROPRIETOR Applicant Name of Business-if applicable Federal Employer ID# (FEINy4fappticable Subscribed and swom to before me this day of 200 Signature of Notary Public / Commissioner of the Superior Court Town of Montville Buildiria Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL I I i~i-Aa roperty Address Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector 10L3 O G Signature/ date Comments: ❑ WPCA, Administrative Signature/ date Comments: ❑ WPCA, Operations Signature/ date Comments: mid Planning & Zoning Signature/ date Comments: jk- Health Department Sign Lure/ date Comments: /o cry ever` ls~ c~u~ f.+ ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/ date Comments: Fire Marshal 2N Signature/ date Comments: IV L~ 4svUedAugust 5, 2005 1010312006 20:37 16033823087 POSTWOODWORKING PAGE 02 1 2x16 Storage Shed Main Wind Force Resisting System And Overturning Moments i, STEVEN q. Cummoft 10/03/2006 20:37 16033823087 POSTWOODWORKING PAGE 03 This Design is for Mrtd I! oading ONLY! No Lure, Dead or Snow Loads were considered in this analysis for the given structure. Results have been determined from IBC ZOOM Code and National Design Specifications for Wood Construction, 1997 Edition. Stud Grade Spruce-Fine-Fr 2x4 construction and Maximum New England-Wind Speed of 124 mph (3 Second Gust) was used in the analysis. Normal Moisture and Temperature conditions applied. Buildin Dimensions Width :=,V Fa%c = T3, Peak IT. Weight 3980.1b I..angtb : L 16-ft W :m 12-ft Hs:= 6.25.11 T.•~p:^ 9.1-ft fTm + (Hy H/ 11m = 7.675 ft L 2 Horizontal End Zone Distance Zone 1 - Transverse a1 30.0 a1= 112ft a 40-Ha aZ = 2-fl *Not Less Than a=3 ft as'~ .04V a3 = 0.49ft a:= if(a3 ~t:i•ft,a ,340 a= aft F7,D I a EZD = 6 ft. a WEROR ZONE i 2 ~T „ 3E X +N~NObI~tECn~ttfahNGF. Wind Analysis- 12x16 Page 79 Post Woodworking Storage Shed W6101 1010312006 20:37 16033823087 POSTWOODWORKING PAGE 04 Wind Lead w W TRANSVERSE ELEVAIM 120•mph V38=: Sasic Wind Speed, 3 second gust, lBC 2000, Figure 16M (Roof Angie, degrees Rise 14P -11, Rise = 2-83A Run= W Raga = 6 ft - 2 RR;'tsa l i30 4;=at A=0.443 D_:=L1•~W-) Run 3.14 6 = 25.421 Main Windforce Loadings, IBC 2000, Figure 1809.6(1) ISO 2000, Table 1609.6.2.10) for 3-Second Wind Gust of 120 MPH, Tnsverse Wind Direction (Roof Angle Values to be interpolated) for 01.10L.5* W=5 = 22.8 Re15 --11.9 WR 5 -274 LR,$ -15.6 Rln„15 17.3 F4,,,.5:=•-13.4 for 20° We _ 31.6 112D -8.3 WRstzo -27.4 L12e:_ -19. Y E1,,i.,20 = 21.5 E4ma~v -18.4 forfor 300to. 4S_°45° W 25.7 RezA5 17.6 W1,,A5 9.9 LR,Z45 -15.G F11111145;= 19" E4m x45 : ~ -145 Wind Analysis-12x16 Page 8o Post Woodworking Storage Shed 5!25101 10/0312006 20:37 16033823087 POSTWOODWORKING PAGE 05 Horizontal Wind Loads zone 19 Wail 11 20~deg~ + ~e~,3, "NEhT"J~~ Wcz:= 8 s 5 dcg, Wez3a = 20, Wc~a, i 5 0 •c 20, 15 Wex "NF?CT" (c owdr,45 (0 - 20) wcz ° ~30-dcg <d5-deg, WoA5,Wd7.20-~ 10 _ WE:,. 213-402 Zone I E - Roo 8 = 20,Rc a,' S a 0 20, ~RezZ(s15 R.cz5) (A - 20)] A. &,5, "NFXT"l]l Rc"N "NEXT„ Rez45) All R.:= 30-deg ~ 8 <45-deg,Rez45,Rez2o - A - - 10 I = 5.739 Vertical Wind Loads Zone 2E - Nndward ft& - ' 9 5•deia,WRZs, P1 T 20, ,.20, <0 <20, (WR ao - Wk9s) 0 20•dcgl +'VVltC731 „Nk'XT" l pdi~z : 15 fez T "NEXT" 4s~ -l] Wea.:~ ' 30 deg S 8 45•deg, WRCzgS, ao (tea - 10 20} Wp, CZ . -•7.181 Zo ?3E- E.ee d Roof l1 LRc.20 - LR..5 (0 - 20- deg)J + L1~„ "NEXT' fez = 9 s 5 deg, s,' 6 = 2o,z. ~ a, s 6 <20,~ 15 J Lilt, _ „NEXT" (jRim-2e - L J.",,41) 20}1 TAY ' 30-deg 0 < 45-deg,LRcz45,LR,7jo - 1D 1~ _ -17.203 LRc= Page Wind AnalySiS- 12x16 5125 81 post Woodworking Storage Shed 5125!01 10/03/2006 20:37 16033823087 POSTWOODWORKING PAGE 06 Maximum Horizontal Wall Loads for Transverse Wind Storage Building, IBC 2000 1, 0.87 Wind Importance Factor, lb lb lb WRa W&~ lb LRd TRIM. w:= we l' W,:= W.Z. 2 R. Rez ft2 ft e It WTI _ -7.181 1b X -17.203 1 R.:.,25.739 lb ft e T, HC A RiseZ + Rim' -T. 100ft2 Landhw Wd Logd i,, (lip s) T, ) JAS, = 106.28 ftz L aad Le Tw} T oad,~ L (L+rw) 2 2 Load,,,, = 24711b Load = 227.692 lb Load„T 599.7691b a4;=--14371b pverturrling Moment Calculation H0 1-Ttise~ + k~8 Ybar = 3.67•ft 3'wau 2 Yro~:_ ~3 l ,,,.U = 3.12511t Yrove = 7.21t Loady,25W)l W ) + tLoa~,•75-W) + (J T + ~T..aadlm•Yroo~e -W W~~t. ~ ~ + ~~►~hw•Ywa„) T = 1.1 x 103 th Post Woodworking Wind Analysis- 12x16 Page 82 5125/01 Storage Shed 10/03/2006 20:37 16033823087 POSTWOODWORKING PAGE 07 a « Bending Stress in Illfll turfs Considering Wind Loading Of Maim 5tnict' 0'71yd Actual Sending Stress in Wdil Studs 1.333.0 w = 24.71 1b Wtdb 00•x' wlxib = 32.938 oc:- 160.831b. R wall 6.25-ft Ivim~ 8 b:= 1.5-in b.:= 3.54a NTm' = 1.93 x I(Y 1b. in Lb ! f b fb = 630.189 1 2 S 6 b S m Allowable Bending Stress in Wall Studs Lumber Type: Spruce-Pine-Fir Stud Grade Assumed Load Duration Factor, Permanent Lifespan, Wind Loading CD 1.6 Wet Service Factor, Moisture S 1 cm 1.0 Temperature Factor, T e- 1000 F Ct 1.0 Beam Stability Factor, End Support Provided CT, 1.0 Form Factor, Rectangular Cross Sedon cf = 1.0 Volume Factor, Applies only to Glu-Lam Cv :T 1.0 Flat Use Factor, Load Applied to Narrow Face Cfv:= 1.0 Incising Factor, No Incising performed ci 1.0 Repetitive Member Factor, Stud Placed 18" On Center, Not Lass Than 3 in Number, Joined by Floor and Roof Plates Cr 1.15 Curvature Factor, Curved Glu-Lam Only C,:= 1.0 Wind Analysis-12x16 Page 83 Post Woodworkicg Storage Shed 5125101 10183/2806 28:37 16033823087 POSTWOODWORKING PAGE 08 Allowable Sending Stress in Wall Studs (Continued) Size Factor, Depends on Lumber Type CF 1.0 Sending Stress for Specified Species, Spruce-Pine-Fir Assumed, Stud Graded Fb 675. lb m F'b:m Fb'CD'CM'Ct'C?: Cf'CV'C;F„1C`-Cs C..CF F*b = 1242 1b 2 in. Check Actual Sending Stress vs. Allowable Sending Stress Sufrioient if(fb s F'1„"TR.UO,"FALSE") Soffioient "TRITE" Wind Analysis- 12x16 Page 84 Post Woodworking Storage Shed 5125101 i