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24x36 Garage 2000
Town of Montvill Building Department Phone: 848-7166 �.. 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-22 Permit Date 1/19/00 Permit Type Building Permit Code R7 Job Street# 99 Job Location Pires Drive Map/Block-Lot 039/091-000 Job Description Garage Owner Mark Clewell Mailing Address 99 Pires Drive City Oakdale State Ct. Zip 06370 Telephone Contractor Custom Carpentry of Norwich *Mailing Address 36 Bentley Avenue *City Norwich *State Ct. *Zip 06360 *Telephone 887-6800 Lic/Reg Number 563506 Lic/Reg Type Home Imp. Expiration Date Use Group R4 Size 24'x 36' Type Construction 5B Building Value $38,880.00 Building Fee $232.00 Plumbing Value $0.00 Plumbing Fee $0.00 Heating Value $0.00 Heating Fee $0.00 Electrical Value $1,555.20 Electrical Fee $10.00 A/C Value $0.00 A/C Fee $0.00 Other Value $0.00 Other Fee $0.00 Total Values $40,435.20 State Ed Fee $6.47 C/O Fee $10.00 paid check Plan Review Fee $23.20 Total Fees $281.67 11 1 Building Official's Signature,- . i 7 Date I Ili% Required Inspection Ei Footings-Prior to pouring concrete ❑ Rough Heating and Air Conditioning E Footing Drains/Waterproofing-Prior to backfill ❑ Chimney -One flue above thimble • Framing ❑ Fireplace-Throat O Rough Electrical ❑ Fireplace-Final ® Electrical Service ❑ Firestopping/ Draftstopping El Rough Plumbing -Leak test required ❑ Insulation ® Pool Bonding and Electric V Final Inspection for Certificate of Occupancy-PRIOR to Use or Occupancy Town of 11OntviffeII– *14n Building (Depart 9-. ) ment t310 Norwich-New London Tpke. Vncasviffe, Ct. 06382 TeL 848-7166 Fa.,848-7231 Application for Building or Trades Permit Owner: ?uvk Cl (4,Q H MailingAddress: 9 5 /`moi/2 r 5 (/CZ City: Xrn tZ,/1 le_ State:0%. Zip: C 6 38 2 Tel: / / Job Location: Jc / e '5 �R . Map/Block-Lot e7 t / aft -- 000 Contractor:��r ram ( slii0e417117 a( Auit;(Mailing Address:3lv h 74, Are . City: 11)p,e(-1//c A/ State: e j. Zip: D6 3(6 Tel:,PG p /f/'7 /j?O 0 Type of Permit ❑New Single Family ❑New Two Family ❑Addition ❑ Commercial ❑ Industrial ❑Alteration [Garage ❑ Carport ❑ Shed ❑ Roofing ❑Air Conditioning ❑ Plumbing ❑ Heating ❑ Electrical ❑ Gas ❑ Retaining Wall ❑ Deck ❑ Pool ❑ Patio ❑ Porch ❑ Demolition ❑ Siding ❑ Windows ❑ Fireplace ❑ Chimney Job Description/Materials: Size p? `1 ' )( ? (o ' Type of Heat Use 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. New Home Construction Contractors:Have you entered into a ,.ntract with the consumer for the proposed / work ? ❑ Yes ❑No Owner/Agent Signatu ��' Date / / /Q / 0 0 Contractors License/Regist . n Type &Number OC 3s 0 6 Construction Value Fee Building $ 31/?Ye— $ 2 — Plumbing $ $ Heating $ $ Electrical $ /S66.20 $ /° - -Air Conditioning $ $ Other $ $ Certificate of $ /,,,— Plan -- Plan Review Fee $ ?J,Za State Education Fee , $ �y- y 7 Total $ el U3 S•zo $ 2Y 1.6 7 �cIL 1" /c.,01- ACORD INSURANCE BINDER _ OP ID PB DATE 06/25/99 THIS BINDER IS A TEMPORARY INSURANCFNTRACT,SUBJECT TO THE CONDITIONS SHOIiyN THE REVERSE SIDE OF THIS FORM. PRODUCER PHONE 860-446-8255 COMPANY (A/C,No,EM): BINDER# 1197 860-448-1608 Hartford Casualty Ins. Co. t}FE( IIVE EXPIRATION Bailey Agencies, Inc. DATE TIME DATE TIME 178 Bridge Street X AM X 12:01 AM Groton CT 06340 06/25/99 12:01 PM 07/25/99 NOON Patricia A Barrett THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY CODE: 020043 SUB CODE: PER EXPIRING POLICY#: AGEN CUSTOMER 'Y DESCRIPTION OF OPERATIONSNEHICLES/PROPERTY(Including CUSTID: CITSTO-2 Location) INSURED Carpentry Custom Carpentry of Norwich 36 Bentley Avenue Norwich CT 06360 COVERAGES LIMITS TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS% AMOUNT PROPERTY CAUSES OF LOSS BASIC BROAD SPEC GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY FIRE DAMAGE(Any one fire) $ CLAIMS MADE OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ RETRO DATE FOR CLAIMS MADE: PRODUCTS-COMP/OP AGG $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE J $ HIRED AUTOS MEDICAL PAYMENTS $ NON-OWNED AUTOS PERSONAL INJURY PROT $ UNINSURED MOTORIST $ $ AUTO PHYSICAL DAMAGE DEDUCTIBLE ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE COLLISION: STATED AMOUNT $ OTHER THAN COL: OTHER GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION $ X WC STATUTORY LIMITS WORKERS COMPENSATION E.L.EACH ACCIDENT $100000 AND EMPLOYERS LIABILITY E.L.DISEASE-EA EMPLOYEE $100000 E.L.DISEASE-POLICY LIMIT $5500000 SPECIAL FEES $ CONDITIONS/ OTHER TAXES $ COVERAGES ESTIMATED TOTAL PREMIUM $ NAME&ADDRESS MORTGAGEE ADDITIONAL INSURED LOSS PAYEE LOAN# i-- AUTHORIZED REPRESENTATIVE /9 • + r PaEY`icia A Barrett ACORD 75-S(1/98) NOTE:IMPORTANT STATE INFORMATION ON REVERSE SIDE ACORD CORPORATION 1993 RESIDENTIAL PERMIT CALCULATION (STANDARD) Square Feet $/SF Total Ranch S 60 $ Raised Ranch $ 60 $ Lower Lvl Finished $ 60 $ Unfinished $ 35 $ Cape $ 65 $ - Second FI Finished $ 40 $ - Second FI Unfinished 864 $ 25 $ 21,600.00 Two Story $ 75 $ - Second Fl Finished $ 45 $ Second Fl Unfinished $ 30 $ Attached Garage 864 $ 20 $ 17,280.00 Garage Under $ 15 $ - Detached Garage $ 25 $ Covered Porch $ 15 $ Wood Deck $ 15 $ Concrete Patio $ 14 $ Fireplace $ 4,500 $ Stick Chimney $ 2,500 $ Shed Dormer $ 4,500 $ Front Dormer-Window type $ 950 $ Extra Full Bath $ 4,000 $ 1/2 Bath $ 2,500 $ Storage Shed $ 10 $ Sunroom $ 25 $ Other: $ $ $ $ $ TOTAL BUILDING CONSTRUCTION COST $ 38,880.00 PERMIT FEE Building $ 38,880.00 $ 232.00 Plumbing $ - $ - Heating $ - $ - v Electrical $ 1,555.20 $ 10.00 Air Conditioning $ - $ - Other CO Fee $ 10.00 Plan Review $ 23.20 State Ed Fee $ 40,435.20 $ 6.47 Total Fees $ 281.67 / 7 ail JAN-10-20u00 12:];7 WOOD STRUCTURES INC. 207 282 2423 P.01/02 BOISE CASCADE - BC CALCTM 99 DESIGN REPORT Monday,January 10,2000 12:16 (ID SINGLE - 16" BCI 60s SP-OSB Name: Untitled Job Name - Customer - Address Specifier - Designer - WOOD STRUCTURES, INC. City, State,Zip- Company: - WOOD STRUCTURES, INC. File Code Reports - ICBO 5208,BOCA 98-18,SBCCI 9844 Misc; - Member Diagram s andar Load (PsF) - 40 10 loc Sp ting in) WIIIII {111-0A q l+I tI u�C il11t "C� i�s,p l l l r.rill!i�l ,1111. 'Fil i'n.:�l;l Sia?-,i?!.�7M - —1'3/4: 1 77. 640# LL 640# LL 160# DL 160# DL Total Horizontal Len th - 24-00-00 1 General Data Load Summary Base Unit Feet/Inches ID Description Load Type Ref. Start End Live Dead OCS(in) Dur. S Standard Unf.Area Load Left 00-00-00 24-00-00 40 10 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 4800 ft-lbs 57.1% @ 100% 2 1 -Internal End Reaction 800 lbs 55.2% @ 100% 2 1 -Left Slope(in/ft) - 0.00 Total Defi, U 474(0.6071n) 50.6% 2 1 OC Spacing(In) - 16" Live Defl. L/593(0.485in) 80.9% 2 1 Repetitive - Yes Span/Depth 18.0 Construction Type - Glued Live Load(psf) - 40 NOTES: Dead Load(psf) - 10 Design meets Code minimum(L/240)Total load deflection criteria. Partition Load(psf) - 0 Design meets User specified(U480)Live load deflection criteria. Duration(%) - 100 Minimum End bearing length is 1.75". Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood i products must be in accordance Post-its Fax Note 7671 Date pages with the current Installation Guide and �O h From �G/tn and the applicable building codes. tvi To obtain an Installation Guide or if Co./Dept. fJb 1 rc /7L Co. 5 ' ' you have any questions, please call l (800)232-0788 before beginning Phone Pnone product installation. Fax# Fax# BCI®and Versa-Lam are registered trademarks of Boise Cascade Corp. — - - • November 14,2000 Tom Giroux 36 Bentley Ave. Norwich,CT cc-Consumer Protection Agency cc-Town of Montville Building Inspector Torn, We are sending you a letter to detail the complaints we have had with your building of our garage on 99 Pires Dr. in Oakdale. Here is a summary of events as we see it. On 1/27/00, you began construction on a 24x36 attached garage. On 3/16/00, you received final payment for the completion of the job. On 4/1/00, we noticed a large crack in the floor stretching across the entire floor. This was noticed before the inspector was called to inspect the garage. On 6/20/00, we received the report from the inspector detailing numerous items that needed to be addressed, including the floor needing to be sloped toward the main vehicle entry. It has been 5 months between the date of the report and the writing of this letter. You have made only one visit to our house to correct the problems. There are still some items on the list that need to be addressed by you. We have called you numerous times to get you over to repair the problems. You even told us one time you would be over in the next two weeks and never showed We have been more than patient in this matter and regret having to start writing letters to get our garage repaired. We hope this will motivate you and Custom Carpentry of Norwich to expedite the necessary repairs so we can get approved to use the garage for the intended purpose. Sincerely, Mark Clewell Shari Clewell • Job Truss Truss type Lry Irly I _-HSTOCK SH24A FINKK — I 1 --....-- — ((9 1,79•2239111 —` — ----. . wood structures inc. 3'UU a IAar 22 1975 Mr G•N Industries,Inc. Mon Jun tri UU 20 221 1095 P:Igr. 1 !C y1 IV2 0.0 I 9.10.0 I 12-0.0 1 17.1.10 1 24.1)0n.a0 2.0.0 8.100I --`1 5.1.10 S-i-IO 0.10.0 20.0 2 k,PL1 M OF Mass 0 a STEPHEN W. tip' 4x4= = CABLER 'd' • •. Cn s.000 rz CIVIL N r�'; No.31927 1x4,v 1.4,, �0��(��ST -PCO r`°,-`f•, C7 2 q v(( • FSS/O,V.4LC'C'e�l, C ..�' X M Ja A°11r-41111'/ 61111111 � 8 7 e \ o LnZ 3x4= 3x4= 3x4= /1 SEE DETAIL �I 11-2-121 8-3-14 I 15-8-2 I 22.9.4 124-0.01 1-2-12 7.1.2 7-4-5 - 7-1-2 1-2-12 • Plate Offsets(X,Y): (1:0-3-0,0-0-0),(5.0-0-3,0-0-0) LOADING(psi) SPACING 2-0-0 CSI DEFL (in) (lac) I/defl PLATES GRIP TCLL 60.0 Plates Increase 1.15 TC 0.85 Vert(LL) 0.27 7/6 999 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC 0.73 Vert(TL) 0.35 7/6 815 BCLL 0.0 Rep Stress Ina YES WB 0.43 Horz(TL) 0.10 5 Na BCDL 10.0 Code TPI . Min Length/LL del=240 Weight:79(lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-3-3 on center purlin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 6 SPF 1650F 1.5E WEDGE Lett2 X 6,Right:2 X 6 / REACTIONS (Ibs/size) 1.2081/0-5-8,5=2081/0-5-8 1 STEPHEN W. CABLER 1 FORCES 1ial33:1 ,,,sBB1USBBBtI TOP CHORD 1.2=-3228,2-3=-2862,3-4=-2862,4-5=•3228 �•'ll f � BOT CHORD 5-6=2959,6-7=2093,7-8=2093,1-8=2959 '����+++-yy, ! ���,,f`Or r���F,'��i WEBS 2-8=-678,3-8=932,3-6=932,4-6=•670 o. )j -N •••�� W'`e••C,,1. LOAD CASE(S) Standard 4597 _: (<4 ', 5!7096'•G r. Ih3 i rte, : --�r. �O: �� 37• `� silo = PROF REGISTERED s3'• No;027 �w`r �������O F rrvela*, f 1 ESSIONAL ENGINEER �� 1.0,,'••e;�ENSEO �tl.`:`�• �. N w'••."4->'0,?�� • Ct, t ,...,-.t.,co .Q,N` 6. BBs B. ` r .� * CO IVO. 5292 A; *; • 12' Max • 9 •.9 A WARNING-Verify design parameter'and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Mt Design valid for use only with MITek connectors.this design b based only upon parameters shown,and Is for an Individual building component to be \'...---, installed and loaded vertically. Applicablltty of design parameters and proper Incorporation of component Is responsibility of bulbing designer-not truss designer.Bracing shown H for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure It the responsibillty of the building designer.For general guidance regarding tobricallon,qualify control,storage.delivery,erection and bracing,consult 05T-88 Qualify Standard,058-89 Bracing SpecMlcaflon,and HIB-91 M iTe k® Handling kuta UP mb lna and Bracing comeadafn available horn Truss Plate ale hslltut e,583 D'Onohb Drive.Madison,WI 53719. t.ity fly Job Truss Trrss Type (69) Irr.1._JJ I 1 _ HSTOCK 5H2•tA FINK i00 0 liar 22 1905 Ml rr1k Industnes,tnc. MuJun tri U8 20 21 1975 P.1gc 1 wood structures Inc �I--- 1;.t.ln I 240.n I 5.1.10 0"10.0 2.0.0 Iz•0 0 8.10-0 I 5.1.10 I 2 0.o a-1°'° 0 „0.. OF Mgss9 0 STEPHEN W. �yo ,, N 4x4= • CABLER rn c, —I '• CIVIL — 73 N o.31'927 o C 5.000171-2 1 x4 rr �� �:,+. n Ix4.� 4 �.0 �''ISTEP s* ,-,'.q.` -I 2 • 655/0N.2L 4 C 1f4"• C m Ablitaillailliiiiirtill' l' p...b - ,j 11.14'. ° 7 e 1111411% ' 7x4= 3z4= 3z4= .5EE FETA 1 L 15.8-2 22-9.4 24.00 1-2.12 a-7.14 7 7-4-5 -1-2 1-2-12 • 1-2-12 7-1.2 Plate Offsets(X,Y): (1:0-3-0,0-0-0],(5:0-0-3,0-0-0] S GRIP ga) 199/146 LOADING(P SPACING 2-0'0 CSI DEFL (in) (Ioc) Vdefl PLATE Vert(LL) 0.27 7/6 999 PLATE M20(2 Plates Increase TC 0.85 TCLL 67..00 Ise 1 BC 0.73 Vert(TL) 0.35 7/6 815 TCDL 7.0 StressLumber Incr Y1ES 5 WB 0.43 Horz(TL) 0.10 5 n/a BCLL 0.0 Rep Incr YES BCDL 10.0 Min Length/LL den=240 Weight:79(lbs) Code TPI BRACING LUMBER TOP CHORD Sheathed or 2-3-3 on center purlin spacing. TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. BOT CHORD 2 X 4 SPF 1650E 1.5E WEBS 2 X 4 SPF Stud OTHERS 2 X 6 SPF 1650F 1.5E , 1 WEDGE Left:2 X 6,Right:2 X 6 y STEPHEN W. CABLEA REACTIONS (lbs/size) 1=2081/0-5-8,5=2081/0-5-8 ,sssslssss/sI FORCES ���VIMCI • � ���`,,0` CO/4,A � ce TOP CHORD 1-2=-3228,2-3=-2862,3.4=-2862,4-5=-3228 > �� (` •.... C,�i BOT CHORD 5-6=2959,6-7=2093,7-8=2093,1-8=2959 .?,,,<<„ '` •• WEBS 2.8=-678,3-8=932,3.6=932,4-6=-678 45� �Q �yc,5��.rf6,��G C/3:-,.",(1 ✓Et9 1'�e--4 r. LOAD CASE(S) Standard - �___C 1 x- '• :( M S•c to REGISTERED • x• •,• ,,,,....' N .. `°.^t310„ •'� ���•�� 0 F V •S'A.! `' - PROFESSIONAL ENGINEER •�ICENSE� •�� ��.,`P •�N w. '• , C>�.�� �` '. 2Y(o wEocig •._ C',,I,t Ili ►� ,� :co Os'. ,- No. 5292 �; *= i2• Mix: :.0--.4 Fo/STE`�`•` ' �� • 11 Design NING Verify design ammeters and READ NOTES ON THIS AND REVERSE SIDEehs BEandORE USE. im...le ot an individual building component to be Desgn valid lot use only with MOp connectors. his decor is based only uponD dolled and1loaded ver lcalry.totem! iall supptyof t designofIndividual w b mernbeis only.Additional otemtpor V bnacng rto insure Isltability diving ng ing dcorisshuctlon 4 IRAs the designer.lllY 01 shown t for iol suPpo1l genes,l and HIB-91nc lesponslblllty of the erector.Additional permanent bracnq of the oveloll sHucture t the lesponslblllly of the building designer.For ganelal guidance 1\,ltTek® I egaldinq tobncatbn,quality control,stotoge,delbuery,erection and bracing.consult OST-88 Quality Standard,DS6-89 bracing Spec Handling Installing and tracing 11 comrnendatlon available horn Huss Plate Institute,583 D'Onollb Dilve,Madison,WI53719. HUD-FHA 2005 U.S.DEPARTMENT OF HOUSING AN.)URBAN DEVELOPMENT VA Form 26-1852 FEDERAL HOUSING ADMINISTRATIQY FmHA Form 424-2 For accurate register of carbon copies, form Form Approved may be separated along above fold. Staple OMB No. 63—ROOSS Rev. 2/75 completed sheets together in original order. ❑ Proposed Construction DESCRIPTION OF MATERIALS No. (To be Inserted by FHA,VA or FmHA) ❑ Under Construction Property address City State Mortgagor or Sponsor . (Name) (Address) Contractor or Builder (Name) (Address) INSTRUCTIONS 1. For additional information on how this form is to be submitted,number required,then the minimum acceptable will be assumed. Work exceeding of copies,etc.,see the instructions applicable to the FHA Application for minimum requirements cannot be considered unless specifically described. Mortgage Insurance,VA Request for Determination of Reasonable Value or 4. Include no alternates, "or equal"phrases,or contradictory items. FmHA Dwelling Specifications,as the case may be. (Consideration of a request for acceptance of substitute materials or equip- 2. Describe all materials and equipment to be used,whether or not shown ment is not thereby precluded.) on the drawings,by marking an X in each appropriate check-box and entering the information called for in each space. If space is inadequate,enter 5. Include signatures required at the end of this form. "See misc."and describe under item 27 or on an attached sheet. THE USE 6. The construction shall be completed in compliance with the related OF PAINT CONTAINING MORE THAN THE PERCENT OF LEAD BY drawings and specifications,as amended during processing. The specifi- WEIGHT PERMITTED BY LAW IS PROHIBITED. cations include this Description of Materials and the applicable Minimum 3. Work not specifically described or shown will not be considered unless Property Standards. 1. EXCAVATION: Bearing soil, type 2. FOUNDATIONS: Footings: concrete mix 8" x 1 6" ; strength psi 2500 Reinforcing Foundation wall: material 8" (2500 PST) Reinforcing #4 Rebar 4 Bars Interior foundation wall: material Party foundation wall Columns: material and sizes 3 1 /7 Cnnc,rete E7 11Td Piers: material and reinforcing 2 ' X 2' X 8" Girders: material and sizes l CC Sills: material 2 x 6 Spruce Basement entrance areaway Window areaways Waterproofing Footing drains 4" PVC w/Stone Termite protection Basementless space: ground cover ; insulation ; foundation vents Special foundations Additional information: 3. CHIMNEYS: Material Prefabricated(make and site) Flue lining: material Heater flue size _ _ Fireplace flue size Vents (malersai and site): gas or oil heater _- _; water neater_ Additional information: 4. FIREPLACES: Type: 0 solid fuel; 0 gas-burning; 0 circulator(make and site) Ash dump and clean-out Fireplace: facing ; lining ; hearth ; mantel Additional information: 5. EXTERIOR WALLS: #1 o r #2 Wood frame: wood grade, and species2X6 Spruce Or Fir ❑ Corner bracing. Building paper or felt Sheathing CDX Plywood ; thickness it' ; width 4 ' ; 6 solid;dp spaced " o. c.; 0 diagonal• Siding ; grade ; type ,-8ze ; exposure— '; fastening fa i 1 s Shingles ; grade ; type ; size ; exposure "; fastening Stucco ; thickness "; Lath ; weight lb. Masonry veneer Sills Lintels Base flashing Masonry: ❑ solid ❑ faced ❑ stuccoed; total wall thickness "; facing thickness "; facing material Backup material ; thickness "; bonding Door sills Window sills Lintels Base flashing Interior surfaces: dampproofing, coats of ; furring Additional information: Exterior painting: material Latex Paint ; number of coats. 2 Gable wall construction: ❑ same as main walls; 0 other construction 6. FLOOR FRAMING: _ Joists: wood, grade, and species 2X8 Spruce orothhrir ; bridging Solid ; anchors 1/2" Bolts Concrete slab: ® basement floor; ❑ first floor; 0 ground supported; 0 self-supporting; mix ; thickness reinforcing__ _ ; insulation ; membrane Fill under slab: material ; thickness ". Additional information: 7. SUBFLOORING: (Describe underflooring for special floors under item 21.) Material: grade and species Underll ayment P1 ywnnd ; size 3/4" ; type T & G Laid: ❑ first floor; ❑ second floor; 0 attic sq. ft.; 0 diagonal; 0 right angles. Additional information: 8. FINISH FLOORING: (Wood only. Describe other finish flooring under item 21.) LOCATION ROOKS GRADE SPECIES THICKNESS WIDTH BLDG. PAPER FINISH First floor Second floor Attic floor sq. ft. Additional information: HUD-FHA 2005 VA Form 26-1852 DESCRIPTION OF MATERIALS FmHA Form 424-2 Position 6 Rev.2/75 Government Printing Office. 766-987 Z :uonew.'oju! leuOutppy STTt?,z pU'2Lj 111-TM ' Jagwnu IJpow pug .»tew :BwieaddeslU Doty dUUN 17x6 3)11.1(.1 U _x6 dJriadS ,,t7/ du Ld 117t - - aorzds u,e i; DuoN �xZ 9onadS O :XZ aonzdS 07/i, du .;:l. 11C , aonzdS ,Uaw e!JaleW ax! IeualeW asaulla!yy Ie!Ja" 4 aaulla!yy IeuJle1 anS Isu�leyy anS I S II IVIS s�Jtsll�g llvyctnvLL :'1N1Y1S sYzsla swivel _ :SbiVIS .0t :UO!1EWJ0ju! IeuomppV — aJnt!uJnj u!-11rnq pue stautgea 'atop 8917 ds Ilapow , auo�nN a>ew :sau!gea aua! payy . ZslEoa Jagwnu ` UTL4S LIU LIS7uld /eelOstaugea jo ysu!3 U Uur-i o-pspTdyselds pua pue 'peg dol Jatunoa `. pUUM IY!Jaleu' :suun .'seg • dlur:S Bu!Bpa : d3euLtue�j JL-1S� Ld .'. Z 4tP!M flays : u}7 saspys JO WO) leawi `. 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Vinyl Sheet Flooring Metal Pine Plywood 8 Bath Vi r>y7 Sheet Flooring Metal Pine Plywood u. 32oz . - 100% Nylon w/Action Back (Meets UM-44-C Specifications) LOCATION MAI ER UL, COLOR, BORDER, CAP. SIMI,GAGE, ETC. HEIGHT HEIGHT HEIGHT IN SHOWED OVER Tus (FRow FLoos) Z Bath 3 Bathroom accessories: 0 Recessed; material ; number ; ®Attached; materiaWhite Metal.number 6 Additional information: • • •. •- •• • - t • • . - •. Oil , ' 22. PLUMBING: and Mirror FIXTURE Num SLR LOCATION -- ------ _- _---------- M'us MFR'S FIXTURE IDENTIFICATION No. SIZE COLOR Sink 1 T.:.:. - T-;.i'' v _ , PSR-3322 (I1%r r�11 Lavatory aM. • - a - • • - • an . on P C Water closet R. • • - \ •• IMIIIIMIIIIIIIIIIMIMM _ Bathtub Ill i. • . . : •• - • • • . Shower over tubA _ Stall showery .. Laundry trays IIIIIIIIIIIIIIIIIIII • IIIIMINIMIIIIIIIIMIIIINIMI IIIMIIIMINIIIIIMml Ag] Curtain rod A❑ Door 0 Shower pan: material Water supply: 0 public; 0 community system; 0 individual (private) system.* Sewage disposal: ❑ public; ❑ community system; 0 individual (private) system.* *Show and describe individual system in complete detail in separate drawings and specifications according to requirements. House drain (inside): 0 cast iron; ❑ tile; ® other PVC House seweroutside : ( ) 0 cast iron; 0 tile; 0 other Water piping: 0 galvanized steel; ® copper tubing; 0 other 2 Sill cocks, number Domestic water heater: type Electric ; make and model ; heating capacity ity5 2 Gal . gph. 100' rise. Storage tank: material ; capacity gallons. Gas service: p utility company; 0 liq. pet. gas; 0 other Gas piping: 0 cooking; 0 house heating. Footing drains connected to: p storm sewer; 0 sanitary sewer; 0 dry well. Sump pump; make and model ; capacity_ ; discharges in:J--- 23. HEATING: ❑ Hot water. ❑ Steam. 0 Vapor. ❑ One-pipe system. ❑ Two-pipe system, ❑ Radiators. ❑ Convectors. 0 Baseboard radiation. Make and model Radiant panel: ❑ floor, ❑ wall; 0 ceiling. Panel coil: material ❑ Circulator. ❑ Return pump. Make and model ; capacity gpm, Boiler: make and model Output Btuh.; net rating Btuh. Additional information: Warm air: ❑ Gravity. ❑ Forced. Type of system Duct material: supply ; return Insulation , thickness 0 Outside air intake. Furnace: make and model Input_ Btuh.; output Btuh. Additional information: ❑ Space heater; ❑ floor furnace; 0 wall heater. Input Btuh.; output P Btuh.; number units Make, model Additional information: Controls: make and types Additional information: Fuel: 0 Coal; 0 oil; ❑ gas; 0 liq. pet. gas; ❑ electric; 0 other storage capacity Additional information: Firing equipment furnished separately: 0 Gas burner, conversion type. ❑ Stoker: hopper feed 0; bin feed C Oil burner: p pressure atomizing; 0 vaporizing Make and model Control Additional information: Electric heating system: type_Bas ehnarc] Input watts; @ 240 volts; output Btuh Additional information: Refer to drawings (basement heat included) Ventilating equipment: attic fan, make and model Broan 678 kitchen exhaust fan, make and model Rrnan #40000 Series ducted wherle pnssi hl e Other heating, ventilating. or cooling equipment CFM rating is 180 CFM 24. ELECTRIC WIRING: • Service: 0 overhead; 0 underground. Panel: 0 fuse box; El circuit-breaker; make ITE 200 28 AMP', No.circuits Wiring: ❑ conduit: ❑ armored cable; IS] nonmetallic cable; 0 knob and tube; ❑ other Special outlets:l l range; [water heater; p other GFT Ciirciii is provided fnr hath & ext_ nittl er Doorbell. 0 Chimes. Push-button locations Front door Additional information: Hook-up for Washer & Dryer - __ . • 25. LIGHTING FIXTURES: Total number of fixtures 7 Total allowance for fixtures, typical installation, $ 150.00 ontypical installation Additional information: Bedroom outlets are switched (no overhead lights) 3 DESCRIPTION OF MATERIALS S L/Z '"321 f Z'iZ1'u110.3 VHLL13 2581 9Z u110.1 VA aknteu9ls SOOZ VH-13-Qf1H atsQ _Jntsu9!s •nopn!idds;o sum aqi is UMou>I n rut; mil p ko91391x1w pasodokd NI ko/pus Joeaode lo `Japi!n9 nit Jo atnisu9ls aqt Aq pay9u3P! aq nsys l!gltl'ra slyj,—•NOLLVOULLNaaj —03 ‘ 'snonp!aap'sgnkys 9u!Mok9-mol ---w 'snonpl�ap 'squills 9u!mok&Wnlpayi ,- —ot _'r _ 'sttonP!'P 'sgniys 9u!Moi9-99!H kea(-Z 'sau!A — � •egnJys uaaJBkang -of , 'snonplaap 'saaJ) 9uuaMou Mo-1 'S 7i g -- 'kadllrk „ snonpnap 'taw) apstiS -- of •saakt uaal9kan3 S 7D 8 ', , 011o1 it 0 du!Mskp uo uMoys pus plynads ss 0 :9u9usld pJs,( wok; ❑ :(palludt JO'psppos'lap is) sums-1 p,Y,( ksak 0 s Ws�( a P!s ❑ � ks,( took a! t „ I1OidO.L •Suipllnq ulYul pulyaq pa.) of p. JP.) 0 :spks.( ap!s 0 P 1 ❑ tl q :ONIGViIO HSINH GM/ 'fNU1N11141 'ONIel Nn •alis moa3 panomaa stagap TT'e uozq.•epunoj punoa-e q.uamaTl.4as :upwire 0o3 ve snzgea .OZ .uzp'eaS uszuia (•saknprult Lprromp Fur, 1 7711 `tfugtvi's ua('sjja-n fulurvli4 'saknlmJlt sfaurv/p 'luipsul ionsnun SD ykns male lurpnjswi 'asymatjs pagtlmsap low spiamanoolugapnro 1aJWl 4Ol4S7s31ISNO gr11�H1) 1.1.1431113AltuatsW :slots silYM laa43 ,, unp !" spit LuattW • ylplM :711tH 1t10J3 MN 1 !-- leuat1W : g1plM :7lIVM aa!nkas •„ ssaulp!yt : 1 ytp1M I A ) 3 'I M ssaa al t : IslJatsW .tseq —scx»hlyt ' l¢uattw 9UI�Y;Jnt :„ '1 y KI :SAY/MARIO GNV VI1VM S3OVWWVO :s33V1,1131 :SSF3110d s • _ • - - en waJ (•t(}IOYJ Buswo3aq wag Mol Aq pwlglyaid saµ;oy3 JO saslWLJ444:s ddo 14 uc41A p ao Mol pool Aq •Iqo - pallddo pigM s.uor dospuo+4uawdinbe Astro pnpullau•A4quon puo oc f.powua�oW JO 1ouaIOW NWS) :1N3Wdif1O3 1VI}3dS -I�a ..to y .4 .I 9- a _ - (31sluy Poo '14:ua404• 'allow)I11VMG1IVH ------------ --------------- (w.so j $1144 uo Pasn UodsaUO) 04 Jogwnu wa{t Aq a3u.JajOJ sdoMllf •ajonbapou!SCM papv,OJd a3ods ayj*Jaya uo1OWJolu!goUoy ppo BuiAOJd U 04 psuO3 JO 'IUYWdlnba 's,OUa4OW BulllaMP uroW 1(Uo aglns0Q) :Sf1O3NV'113.1SIW .LL award 04 asn JO'aJayMasla uMoys IOU swab! uoi+xW IMMO' "4311 I 117M • .a , 111111011 lob snNlla711,1, Nouvao'1 OoHJ.I)4 ()Nes 'sou,`1Vllfus'i'V ,,,t11,� so+�n ppuv-nvisN1 10 :NOIIVVISNI •9L '1VIW131VW 3O NOIldRi)S3G• Hi 1 a 8 \ ' ' Jr-Li : ',. 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CNO, A p v-z - o �oi3 kJ 7(tF ��� �' • N ti • LY ili) • „ 1... . al .0 vif cx 1LL 144, V NI 3 Mi t 'a OD I is) de---Dedrot . -. 1* F v f 1� Q J (Y o :179 > A. - r .I AY i It e ~ -1,1 II /� V i A oJo= p1c \� ‘44 a r ; c CS, ln t 1 ; ...":7.---- - gi . '. ) w ie�� J ' ,, • r , v 04/11/02 10:08 '$860 889 6244 OBRIEN SHAFNER (j002 „idi0 y ,1/ Lod Qo MEMORANDUM To: Vern Vesey e From: Meredith Mussell — O l 9-3ey FCS- rCX'ewell;FYoperty ire0 Pires.uYive Bard;. Agril,11,31252,?. You and I spoke on April 1”about the above-named property owned by our clients,Mark and Sharon Clewell. I appreciate your sending me the copy of your June 2000 report from your visit to the Clewell property,which I copied to the attorneys representing the general contractor and the concrete subcontractor. The response from Giroux's attorneys leads me ro several'queshisns: 1. Giroux proposes to rebuild the lower section of the stairs without risers"as was contracted for by the parties."The contract called for him to"construct open stairway to landing for entrance into existing house.(use 2X10 tread and 2xb stringers5". is that a stairway that hoes not'nave risers? Would succi a construrctron cumply war.a r the_Rankling-Code? 2. Giroux proposes to"make each of the stairs in the upper section level."Will this be sufficient to comply with the Building Code? 3. Giroux proposes to"close in the lower section of the stairs(the portion that is exposed to the garage)with plywood." Will this comply with the Building Code? 4. Giroux proposes to"repair the framing around the chimney so it measures two inches from the chimney." Will this comply with the Building Code? 5. What is the minimum requirement for a guardrail on the stairs and around the top of the stairs,as set forth in your report? That is,what is the simplest construction that will comply with the code (e.g.,a vertical at each end of the stairs with aihorizontet connecting)? 1 appreciate your willingness to meet the parties at the property on April 23'at 11:30 a.m. However,at this time,it does not appear that it will be necessary for us to meet with you,and therefore,that appointment should be cancelled, I look forward to your response to my questions as quickly as possible. Meru.itiga don'Cla weIl1Meuros\V eseyMamo ARTICLE 210—BRANCH CIRCUITS 70-39 (b) To Be Grounded. Receptacles and cord connectors be replaced with a grounding-type receptacle(s) where that have grounding contacts shall have those contacts effec- supplied through a ground-fault circuit interrupter. tively grounded. Grounding-type receptacles supplied through the ground-fault circuit interrupter shall be marked "GFCI Exception No. 1: Receptacles mounted on portable and Protected"and"No Equipment Ground."An equipment vehicle-mounted generators in accordance with Section grounding conductor shall not be connected between the 250-34. grounding-type receptacles. Exception No. 2: Replacement receptacles as permitted by Section 210-7(d) (e) Cord- and Plug-Connected Equipment. The instal- (c) Methods of Grounding. The grounding contacts of re- lation of grounding-type receptacles shall not be used as a ceptacles and cord connectors shall be grounded by con requirement that all cord-and plug-connected equipment be nection to the equipment grounding conductor of the circuit of the grounded type. supplying the receptacle or cord connector. I FPN: See Section 250-114 for types of cord- and plug- FPN: For installation requirements for the reduction of elec- connected equipment to be grounded. trical noise, see Section 250-146(d). (f) Noninterchangeable Types. Receptacles connected to The branch-circuit wiring method shall include or provide circuits that have different voltages, frequencies, or types an equipment grounding conductor to which the grounding of current(ac or dc)on the same premises shall be of such contacts of the receptacle or cord connector shall be con- design that the attachment plugs used on these circuits are nected. not interchangeable. FPN No.I: Section 250-118 describes acceptable grounding 210-8. Ground-Fault Circuit-Interrupter Protection for means. p Personnel. FPN No. 2: For extensions of existing branch circuits, see Section 250-130. FPN: See Section 215-9 for ground-fault circuit-interrupter protection for personnel on feeders. (d) Replacements. Replacement of receptacles shall com- ply with (1), (2), and (3) as applicable. (a) Dwelling Units. All 125-volt,single-phase, 15-and 20- ampere receptacles installed in the locations specified below (1) Where a grounding means exists in the receptacle shall have ground-fault circuit-interrupter protection for per- enclosure or a grounding conductor is installed in accordance sorrel. I with Section 250-130(c), grounding-type receptacles shall be used and shall be connected to the grounding conductor (1) Bathrooms. I in accordance with Sections 210-7(c) or 250-130(c). (2) Garages, and also accessory buildings that have a floor located at or below grade level not intended as habitable (2) Ground-fault circuit-interrupter protected receptacles rooms and limited to storage areas, work areas, and shall be provided where replacements are made at receptacle areas of similar use. outlets that are required to be so protected elsewhere in this Code. Exception No. I: Receptacles that are not readily accessible. (3) Where a grounding means does not exist in the recep- Exception No. 2: A single receptacle or a duplex receptacle tacle enclosure, the installation shall comply with (a), (b), for two appliances located within dedicated space for each or (c). appliance that, in normal use, is not easily moved from one place to another, and that is cord- and plug-connected in (a) A nongrounding-type receptacle(s)shall be permitted to accordance with Section 400-7(a)(6), (a)(7), or(a)(8). be replaced with another nongrounding-type recepta- cle(s). Receptacles installed under the exceptions to Section 210- (b) A nongrounding-type receptacle(s) shall be permitted 8(a)(2)shall not be considered as meeting the requirements to be replaced with a ground-fault circuit interrupter- of Section 210-52(g). type of receptacle(s).These receptacles shall be marked "No Equipment Ground." An equipment grounding (3) Outdoors. conductor shall not be connected from the ground-fault circuit interrupter-type receptacle to any outlet supplied Exception: Receptacles that are not readily accessible and from the ground-fault circuit interrupter receptacle. are supplied by a dedicated branch circuit for electric snow- (c) A nongrounding-type receptacle(s)shall be permitted to melting or deicing equipment shall be permitted to be in- NATIONAL ELECTRICAL CODE 1999 Edition �44iics7i��fT Jppc /r'/% /U /99 ^ ('i/7 6ir O 58 b 1. The maximum projection below the required ceiling height of beams and girders spaced not less than 4 feet on center shall be 6 inches. j 2. Ceiling height in basements without habitable spaces may not be less than 6 feet 8 inches clear except for under beams, girders, ducts or other obstructions where the clear height shall be a minimum of 6 feet 4 inches. (Amd) 309.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with either 1 '14-inch solid wood doors, 1 3h-inch solid or honeycomb core steel doors or 20-minute fire-rated doors. Doors shall be fitted with a self-closing device. (Amd) 309.2 Separation required: Garages attached side by side to residences shall be separated from the residence and its attic area by means of a minimum 518-inch type X gypsum board applied to the garage side. Garages beneath habitable rooms in residences shall be separated from adjacent interior spaces by a minimum 518-inch type X gypsum board on the garage side of all walls, ceilings, and combustible structural supports. Gypsum board joints shall be finished in accordance with the manufacturer's requirements. (Amd) 310.2.1 Minimum Size: All egress or rescue windows from sleeping rooms must have a net clear opening of 5.7 square feet. The minimum net clear opening height shall be 24 inches. The minimum net clear opening width shall be 20 inches. Exception: Grade floor windows may have a minimum net clear opening of 5 square feet. (Amd) 314.2 Treads and risers: The maximum riser height shall be 8-114 inches and minimum tread depth shall be 9 inches. The riser height shall be measured vertically between leading edges of the adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be sloped no steeper than one unit vertical in 48 units horizontal (2 percent slope). The greatest riser height within any flight of stairs shall not exceed the smallest by more than 318 inch. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. (Amd) 314.6 Circular stairways: Circular stairways shall have a minimum tread depth and a maximum riser height in accordance with Section 314.2. The smaller radius of the stairway shall not be less than twice the width of the stairway. The minimum tread depth of 9 inches shall be measured from the narrower end of the tread. (Amd) 316.1.1 Alterations and additions: When alterations or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the entire building shall be provided with smoke detectors located as required for new dwellings. The smoke detectors may be battery operated and are not required to be interconnected unless other remodeling considerations require removal of the appropriate wall and ceiling coverings to facilitate concealed interconnected wiring. (Del) SECTION 324-PROTECTION AGAINST RADON - Delete section and subsections without substitution. ONE AND TWO FAMILY DWELLING CODE SECTION 313 314.5 Spiral stairs.Spiral stairways are permitted,provided the , RAMPS minimum width shall be 26 inches (660 mm) with each tread having a 71/2-inch(190 mm)minimum tread width at 12 inches 313.1 Maximum slope.All egress ramps shall have a maximum (305 mm)from the narrow edge.All treads shall be identical,and slope of one unit vertical in eight units horizontal(12.5-percent the rise shall be no more than 91/2 inches(241 mm).A minimum slope). headroom of 6 feet 6 inches(1982 mm)shall be provided. 313.2 Handrails required. Handrails shall be provided on at 314.6 Circular stairways.Circular stairways shall have a mini • - least one side of all ramps exceeding a slope of one unit vertical mum tread depth and a maximum riser height in accordance with in 12 units horizontal (8.33-percent slope). Section 314.2 and the smaller radius shall not be less than twice 313.3 Landing required. A minimum 3-foot-by-3-foot (914 the width of the stairway.The minimum tread depth of 10 inches mm by 914 mm)landing shall be provided at the top and bottom (254 mm)shall be measured from the narrower end. of ramps,where doors open onto the ramp,and where the ramp 314.7 Illumination.All stairs shall be provided with illumina- changes direction. tion in accordance with Section 303.4. SECTION 314 SECTION 315 STAIRWAYS HANDRAILS AND GUARDRAILS 314.1 Width. Stairways shall not be less than 36 inches (914 315.1 Handrails. Handrails having minimum and maximum mm) in clear width at all points above the permitted handrail heights of 30 inches and 38 inches (762 mm and 965 mm), height and below the required headroom height.The minimum respectively, measured vertically from the nosing of the treads, width at and below the handrail height shall not be less than shall be provided on at least one side of stairways of three or 32 inches(813 mm)where a handrail is installed on one side and more risers. Spiral stairways shall have the required handrail 28 inches(711 mm)where handrails are provided on both sides. located on the outside radius.All required handrails shall be con- tinuous the full length of the stairs.Ends shall be returned or shall 314.2 Treads and risers.The maximuriser eight shall be terminate in newel posts or safety terminals.Handrails adjacent 73/4 inches (197 mm) and the mini i(n t •d depth shall be to a wall shall have a space of not less than 11/2 inches(38 mm) 10 inches (254 mm). The riser heit I be measured verti- between the wall and the handrao. cally between leading edges 1,1t .•jacent treads. The tread depth shall be measured hoe • y between the vertical planes Exceptions: of the foremost project{{�/- .jacent treads and at a right angle 1. Handrails shall be permitted to be interrupted by a newel to the tread's I':.i .The walking surface of treads and post at a turn. landings of a.t.' .4. all be sloped no steeper than one unit 2. The use of a volute, turnout or starting easing shall be vertical in 4: u i : orizontal (2-percent slope). The greatest allowed over the lowest tread. riser t w' in any flight of stairs shall not exceed the small- est .p I than 3/8 inch (9.5 mm). The greatest tread depth 315.2 Handrail grip size.Handrails shall have either a circular with . y flight of stairs shall not exceed the smallest by more cross section with a diameter of 11/4 inches(32 mm)to 2 inches th. /8 inch(9.5 mm). (51 mm),or a noncircular cross section with a perimeter dimen- sion of at least 4 inches(102 mm)but not more than 61/4 inches 314.2.1 Profile.The radius of curvature at the leading edge of (159 mm)and a largest cross-section dimension not exceeding the tread shall be no greater than 9/16 inch(14.3 mm).A nosing 21/4 inches (28.6 mm). Edges shall have a minimum radius of not less than 3/4 inch(19 mm)but not more than 11/4 inches(32 1/g inch(3.2 mm). mm)shall be provided on stairways with solid risers. Beveling of nosing shall not exceed 1/2 inch(12.7 mm). Riscrs shall be verti- 315.3 Guardrail details.Porches,balconies or raised floor sur- cal or sloped from the underside of the leading edge of the tread faces located more than 30 inches(762 mm)above the floor or above at an angle not more than 30 degrees from the vertical. grade below shall have guardrails not less than 36 inches(914 mm) in height.Open sides of stairs with a total rise of more than Exception:A nosing is not required where the tread depth is a 30 inches (762 mm)above the floor or grade below shall have minimum of 11 inches(279 mm). guardrails not less than 34 inches(864 mm)in height measured vertically from the nosing of the treads. 314.3 Headroom. The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inches(2032 mm)mea- 315.4 Guardrail opening limitations. Required guardrails on sured vertically from the sloped plane adjoining the tread nosing open sides of stairways,raised floor areas,balconies and porches or from the floor surface of the landing or platform. shall have intermediate rails or ornamental closures which do not allow passage of an object 4 inches (102 mm) or more in 314.4 Winders.Winders are permitted, provided that the width diameter. of the tread at a point not more than 12 inches(305 mm)from the side where the treads are narrower is not less than 10 inches(254 Exception:The triangular openings formed by the riser,tread ,� mm)and the minimum width of any tread is not less than 6 inches and bottom rail of a guard at the open side of a stairway may be (153 mm).The continuous handrail required by Section 315.1 of such a size that a sphere 6 inches (153 mm) cannot pass shall be located on the side where the tread is narrower. through. 20 ONE AND TWO FAMILY DWELLING CODE r3 � SECTION 313 314.5 Spiral stairs.Spiral stairways are permitted,provided the RAMPS minimum width shall be 26 inches (660 mm) with each tread having a 71/2-inch(190 mm) minimum tread width at 12 inches 313.1 Maximum slope.All egress ramps shall have a maximum (305 mm) from the narrow edge.All treads shall be identical,and slope of one unit vertical in eight units horizontal(12.5-percent the rise shall be no more than 91/2 inches(241 mm).A minimum slope). headroom of 6 feet 6 inches(1982 mm)shall be provided. 313.2 Handrails required. Handrails shall be provided on at 314.6 Circular stairways.Circular stairways shall have a mini- least one side of all ramps exceeding a slope of one unit vertical mum tread depth and a maximum riser height in accordance with in 12 units horizontal (8.33-percent slope). Section 314.2 and the smaller radius shall not be less than twice 313.3 Landing required. A minimum 3-foot-by-3-foot (914 the width of the stairway.The minimum tread depth of 10 inches mm by 914 mm)landing shall be provided at the top and bottom (254 mm) shall be measured from the narrower end. of ramps,where doors open onto the ramp,and where the ramp 314.7 Illumination.All stairs shall be provided with illumina- changes direction. tion in accordance with Section 303.4. SECTION 314 SECTION 315 STAIRWAYS HANDRAILS AND GUARDRAILS 314.1 Width. Stairways shall not be less than 36 inches (914 315.1 Handrails. Handrails having minimum and maximum mm) in clear width at all points above the permitted handrail heights of 30 inches and 38 inches (762 mm and 965 mm), height and below the required headroom height.The minimum respectively, measured vertically from the nosing of the treads, width at and below the handrail height shall not be less than shall be provided on at least one side of stairways of three or 32 inches(813 mm)where a handrail is installed on one side and more risers. Spiral stairways shall have the required handrail 28 inches(711 mm) where handrails are provided on both sides. located on the outside radius.All required handrails shall be con- tinuous the full length of the stairs.Ends shall be returned or shall 314.2 Treads and risers. The maximum riser height shall be terminate in newel posts or safety terminals.Handrails adjacent 73/4 inches (197 mm) and the minimum tread depth shall be to a wall shall have a space of not less than 11/2 inches(38 mm) 10 inches (254 mm). The riser height shall be measured verti- between the wall and the handra" Alb cally between leading edges of the adjacent treads. The tread depth shall be measured horizontally between the vertical planes Exceptions: of the foremost projection of adjacent treads and at a right angle 1. Handrails shall be permitted to be interrupted by a newel to the tread's leading edge. The walking surface of treads and post at a turn. landings of a stairway shall be sloped no steeper than one unit 2. The use of a volute, turnout or starting easing shall be vertical in 48 units horizontal (2-percent slope). The greatest allowed over the lowest tread. riser height within any flight of stairs shall not exceed the small- est by more than 3/8 inch (9.5 mm). The greatest tread depth 315.2 Handrail grip size.Handrails shall have either a circular within any flight of stairs shall not exceed the smallest by more cross section with a diameter of 11/4 inches(32 mm)to 2 inches than 3/8 inch(9.5 mm). (51 mm),or a noncircular cross section with a perimeter dimen- sion of at least 4 inches(102 mm)but not more than 61/4 inches 314.2.1 Profile.The radius of curvature at the leading edge of (159 mm)and a largest cross-section dimension not exceeding the tread shall be no greater than 9/16 inch(14.3 mm).A nosing 21/4 inches (28.6 mm). Edges shall have a minimum radius of not less than 3/4 inch(19 mm)but not more than 11/4 inches(32 1/8 inch(3.2 mm). mm)shall be provided on stairways with solid risers. Beveling of nosing shall not exceed 1/2 inch(12.7 mm). Risers shall be verti- 315.3 Guardrail details.Porches,balconies or raised floor sur- cal or sloped from the underside of the leading edge of the tread faces located more than 30 inches(762 mm) above the floor or above at an angle not more than 30 degrees from the vertical. grade below shall have guardrails not less than 36 inches(914 mm) in height. Open sides of stairs with a total rise of more than Exception: A nosing is not required where the tread depth is a 30 inches (762 mm) above the floor or grade below shall have minimum of 11 inches(279 mm). guardrails not less than 34 inches(864 mm) in height measured 314.3 Headroom. The minimum headroom in all parts of the vertically from the nosing of the treads. stairway shall not be less than 6 feet 8 inches (2032 mm)mea- 315.4 Guardrail opening limitations. Required guardrails on sured vertically from the sloped plane adjoining the tread nosing open sides of stairways,raised floor areas,balconies and porches or from the floor surface of the landing or platform. shall have intermediate rails or ornamental closures which do 314.4 Winders.Winders are permitted, provided that the width not allow passage of an object 4 inches (102 mm) or more in diameter. of the tread at a point not more than 12 inches(305 mm) from the side where the treads are narrower is not less than 10 inches(254 Exception:The triangular openings formed by the riser,tread mm)and the minimum width of any tread is not less than 6 inches and bottom rail of a guard at the open side of a stairway may be (153 mm).The continuous handrail required by Section 315.1 of such a size that a sphere 6 inches (153 mm) cannot pass shall be located on the side where the tread is narrower. through. 20 CHAPTER 10 CHIMNEYS AND FIREPLACES SECTION 1001 1001.8 Flue lining(installation).Flue liners shall extend from a MASONRY CHIMNEYS point not less than 8 inches(203 mm)below the lowest inlet or,in the case of fireplaces,from the top of the smoke chamber,to a 1001.1 General. Masonry chimneys shall be constructed, point above the enclosing walls.Fireclay flue liners shall be laid anchored, supported and reinforced as required in this chapter with tight mortar joints left smooth on the inside and installed to and the applicable provisions of Chapters 3,4 and 6.In Seismic maintain a 1/2-inch-wide(12.7 mm)air space separating the flue Zones 3 and 4, masonry and concrete chimneys shall be rein- liners from the interior face of the chimney masonry walls.Flue forced and anchored as detailed in Section 1003 for chimneys lining shall be supported on all sides. serving fireplaces.In Seismic Zone 0, 1 or 2,reinforcement and seismic anchorage is not required.Chimneys shall be structur- 1001.9 Multiple flues.When two or more flues are located in the ally sound,durable,smoke tight and capable of conveying flue same chimney,masonry wythes shall be built between adjacent gases to the exterior safely. flue linings.The masonry wythes shall be at least 4 inches(102 mm)thick and bonded into the walls of the chimney. 1001.1.1 Support. Masonry chimneys shall be supported on foundations of solid masonry or concrete at least 12 inches(305 Exception:When venting only one appliance,two flues may mm)thick and at least 6 inches(153 mm)beyond each side of the adjoin each other in the same chimney with only the flue lin- exterior dimensions of the chimney. Footings shall be founded ing separation between them.The joints of the adjacent flue on natural undisturbed earth below frontline.In areas not subject linings shall be staggered at least 7 inches(178 mm). to freezing, footings shall be located a minimum of 12 inches 1001.10 Flue area (appliance). Chimney flues shall not be (305 mm)below finished grade. smaller in area than that of the area of the connector from the 1001.2 Corbeling. Masonry chimneys shall not be corbeled appliance.The sizing and installation of a chimney flue to which more than 6 inches(153 mm)from a wall or foundation,nor shall multiple-appliance venting systems are connected shall be in a chimney be corbeled from a wall or foundation which is less accordance with Section 2104.3.2. than 12 inches(305 mm)in thickness unless it projects equally 1001.11 Flue area (masonry fireplace). The cross-sectional on each side of the wall,except that on the second story of a two- area of the chimney flue shall be determined in accordance with story dwelling, corbeling of chimneys on the exterior of the Figure 1001.11.For square or rectangular flues,the nominal flue enclosing walls may equal the wall thickness.The projection of a size shown or a size providing equivalent cross-sectional area single course shall not exceed one-half the unit height or one- shall be used. For round flues, the size selected shall be least third of the unit bed depth,whichever is less. equal to the effective flue area determined in accordance with Figure 1001.11. The height of the chimney shall be measured 1001.3 Changes in dimension.The chimney wall or chimney from the firebox floor to the top of the last chimney flue tile.Indi- flue lining shall not change in size or shape within 6 inches(153 vidual flue tiles shall not have a cross-sectional area less than mm) above or below where the chimney passes through floor 50 square inches(0.032 m2)for round flues or 64 square inches components,ceiling components or roof components. (0.041 m2) for square or rectangular flues. Unlined chimneys 1001.4 Additional load.Chimneys shall not support loads other shall have a minimum cross-sectional area of 100 square inches than their own weight unless they are designed and constructed (0.064 m2). to support the additional load. 1001.12 Inlet.Inlets to masonry chimneys shall enter from the 1001.5 Termination.Chimneys shall extend at least 2 feet(610 side.Inlets shall have a thimble of fireclay,rigid refractory mate- mm)higher than any portion of the building within 10 feet(3048 rial or metal that will prevent the connector from pulling out of mm),but shall not be less than 3 feet(914 mm)above the point the inlet or from extending beyond the wall of the liner. where the chimney passes through the roof. 1001.13 Masonry chimney cleanout openings.Cleanout open- ings shall be provided within 6 inches(153 mm)of the base of 1001.6 Wall thickness. Masonry chimney walls shall be every masonry chimney. constructed of solid masonry units with not less than 4 inches (102 mm)nominal thickness. Exception:Chimneys serving masonry fireplaces. 1001.7 Flue lining(material).Masonry chimneys shall be lined 1001.14 Chimney clearances.A portion of a masonry chimney with fireclay flue liners not less than 5/8 inch(15.9 mm)in thick- located in the interior of the building or within the exterior wall ness or with other approved liner of material that will resist, of the building shall have a minimum air space clearance to com- without cracking or softening, a temperature of 1,800°F bustibles of 2 inches(51 mm).Chimneys located entirely outside (982°C) the exterior walls of the building,including chimneys that pass through the soffit or cornice, shall have a minimum air space Exception: Masonry chimneys may he constructed without clearance of 1 inch(25 mm). The air space shall not be filled, flue liners when walls are at least 8 inches(203 mm)in thick- except to provide firestopping in accordance with Section ness of solid masonry. 1001.15. 137 FLOORS 6, TABLE 503.2.1.1a ALLOWABLE SPANS AND LOADS FOR PLYWOOD AND WOOD STRUCTURAL PANELS FOR ROOF AND SUBFLOOR SHEATHING AND COMBINATION SUBFLOOR UNDERLAYMENT1,2,3 LOAD(pounds per square foot, MAXIMUM SPAN(inches)4 at maximum span) NOMINAL PANEL With Without SPAN RATING THICKNESS(inch) Edge Support Edge Support Total Load Live Load MAXIMUM SPAN(inches) C-D,C-C,SHEATHINGS ROOF6 SUBFLOOR6 12/0 5/16 12 12 40 30 0 16/0 5/16,3/8 16 16 40 30 0 20/0 5/16,3/8 20 20 40 30 0 24/0 3/8,7/16,1/2 24 207 40 30 0 24/16 7/16,1/2 24 24 50 40 16 32/16 15/32.1/2,5/8 32 28 40 30 168 40/20 19/32 5/8 3/4,7/8 40 32 40 30 208.9 48/24 23/32,3/4,7/8 48 36 45 35 24 UNDERLAYMENT,C-C COMBINATION SUBFLOOR PLUGGED,SINGLE FLOOR I° ROOF6 UNDERLAYMENT1 I 16 o.c. 19/32,5/8 24 24 50 40 168 20 o.c. 19/32,5/8.3/4 32 32 40 30 2089 24 o.c. 23/32,3/4 48 36 35 25 24 32 o.c. 7/8.I 48 40 50 40 32 48 o.c. 13/32,11/8 60 48 50 40 48 For SI: 1 inch=25.4 mm, 1 psf=0.0479 kN/m2. I The allowable loads were determined using a dead load of 10 psi If the dead load exceeds 10 psf,then the live load shall be reduced accordingly. 2 Panels continuous over two or more spans with long dimension perpendicular to supports.Spans shall be limited to values shown because of possible effect of concentrated loads. 3 Applies to panels 24 inches or wider. 4 Lumber blocking,panel edge clips(one midway between each support,except two equally spaced between supports when span is 48 inches),tongue-and-groove panel edges,or other approved type of edge support. 5 Includes Structural 1 panels in these grades. 6 Uniform load deflection limitation: 1/180 of span under live load plus dead load, 1/240 of span under live load only. 7 Maximum span 24 inches for I/2-inch panels. 8 Maximum span 24 inches where 3/4-inch wood finish flooring is installed at right angles to joists. 9 Maximum span 24 inches where 11/2 inches of lightweight concrete or approved cellular concrete is placed over the subfloor. 10 Unsupported edges shall have tongue-and-groove joints or shall be supported with blocking unless nominal l/4-inch thick underlayment or 11/2 inches of light- weight concrete or approved cellular concrete is placed over the subfloor,or 3/4-inch wood finish flooring is used.Allowable uniform live load at maximum span, based on deflection of I/360 of span,is 100 psf. II Unsupported edges shall have tongue-and-groove joints or shall be supported by blocking unless nominal 1/4-inch-thick underlayment or 3/4-inch wood finish flooring is used.Allowable uniform live load at maximum span,based on deflection of I/360 of span,is 100 psf,except panels with a Span Rating of 48 o.c.are limited to 65 psf total uniform load at maximum span. TABLE 503.2.1.1 b ALLOWABLE SPANS FOR PLYWOOD COMBINATION SUBFLOOR UNDERLAYMENT1 SPACING OF JOISTS IDENTIFICATION 16 20 24 Species Groupe 1 1/2 5/8 3/4 2,3 5/8 3/4 7/8 4 3/4 7/8 1 For SI: I inch=25.4 mm, 1 psf=0.0479 kN/m2. I Plywood continuous over two or more spans and face grain perpendicular to supports.Unsupported edges shall be tongue-and-groove or blocked except where nominal 1/4-inch-thick underlayment or 3/4-inch wood finish floor is used.Allowable uniform live load at maximum span based on deflection of I/36p of span is 100 psf. 2 Applicable to all grades of sanded Exterior-type plywood. 43 ��- 9u/Pe / /99 58 :zY. 1. The maximum projection below the required ceiling ng height of beams and girders spaced not less than 4 feet on center shall be 6 inches. 2. Ceiling height in basements without habitable spaces may not be less than 6 feet 8 inches clear except for under beams, girders, ducts or other obstructions where the clear height shall be a minimum of 6 feet 4 inches. (Amd) 309.1 Opening protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with either 1 7!-inch solid wood doors, 1 Yeinch solid or honeycomb core steel doors or 20-minute fire-rated doors. Doors shall be fitted with a self-closing device. (Amd) 309.2 Separation required: Garages attached side by side to residences shall be separated from the residence and its attic area by means of a minimum 518-inch type X gypsum board applied to the garage side. Garages beneath habitable rooms in residences shall be separated from adjacent interior spaces by a minimum 518-inch type X gypsum board on the garage side of all walls, ceilings, and combustible structural supports. Gypsum board joints shall be finished in accordance with the manufacturer's requirements. (Amd) 310.2.1 Minimum Size: All egress or rescue windows from sleeping rooms must have a net clear opening of 5.7 square feet. The minimum net clear opening height shall be 24 inches. The minimum net clear opening width shall be 20 inches. Exception: Grade floor windows may have a minimum net clear opening of 5 square feet. All (Amd) 314.2 Treads and risers: The maximum riser height shall be 8-114 inches and minimum tread depth shall be 9 inches. The riser height shall be measured vertically between leading edges of the adjacent treads. The tread depth shall be,measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The walking surface of treads and landings of a stairway shall be sloped no steeper than one unit vertical in 48 units horizontal (2 percent slope). The greatest riser height ` within any flight of stairs shall not exceed the smallest by more than 318 inch. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 318 inch. (Amd) 314.6 Circular stairways: Circular stairways shall have a minimum tread depth and a maximum riser height in accordance with Section 314.2. The smaller radius of the stairway shall not be less than twice.the width of the stairway. The minimum tread depth of 9 inches shall be measured from the narrower end of the tread. (Amd) 316.1.1 Alterations and additions: When alterations or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings,the entire building shall be provided with smoke detectors located as required for new dwellings. The smoke detectors may be battery operated and are not required to be interconnected unless other remodeling considerations require removal of the appropriate wall and ceiling coverings to facilitate concealed interconnected wiring. (Del) SECTION 324-PROTECTION AGAINST RADON-Delete section and subsections without substitution. t. �,' BUILDING PLANNING 7 308.6.4 Screens with multiple glazing.When the inboard pane SECTION 310 is fully tempered,heat-strengthened,or wired glass,a retaining EXITS screen meeting the requirements of Section 308.6.7 shall be installed below the glass, except for either condition listed in 310.1 Exit required.Not less than one exit conforming to this Section 308.6.5.All other panes in the multiple glazing may be chapter shall be provided from each dwelling unit of any type listed in Section 308.6.2. 310.2 Emergency egress required.Every sleeping room shall have at least one openable window or exterior door approved for 308.6.5 Screens not required. Screens shall not be required emergency egress or rescue.The units must be operable from the when fully tempered glass is used as single glazing or the bottom inside to a full clear opening without the use of a key or tool. pane in multiple glazing and either of the following conditions Where windows are provided as a means of egress or rescue they are met: shall have a sill height of not more than 44 inches(1118 mm) 1. Glass area 16 square feet(1.49 m2)or less.Highest point above the floor. of glass not more than 12 feet(3658 mm)above a walk- 310.2.1 Minimum size. All egress or rescue windows from ing surface or other accessible area,nominal glass thick- sleeping rooms must have a net clear opening of 5.7 square feet ness not more than 3/16 inch(4.76 mm),and(for multiple (0.530 m2). The minimum net clear opening height shall be glazing only) the other pane or panes fully tempered, 22 inches(559 mm).The minimum net clear opening width shall laminated or wired glass. be 20 inches(508 mm). 2. Glass area greater than 16 square feet (1.49 m2). Glass Exception: Grade floor windows may have a minimum net sloped 30 degrees or less from vertical,and highest point clear opening of 5 square feet(0.465 m2). of glass not more than 10 feet(3048 mm)above a walk- ing surface or other accessible area. 310.2.2 Bars,grills and screens.Bars,grills,screens or other obstructions placed over emergency escape windows shall be 308.6.6 Glass in greenhouses. Any glazing material is per- releasable or removable from the inside without the use of a key mitted to be installed without screening in the sloped areas of or tool. greenhouses,provided the greenhouse height at the ridge does 3103 Under stair protection.Enclosed accessible space under not exceed 20 feet(6096 mm)above grade. stairs shall have walls and soffits protected on the enclosed side 308.6.7 Screen characteristics.The screen and its fastenings with 1/2 inch(12.7 mm)gypsum board shall(1)be capable of supporting twice the weight of the glaz- 310.4 Type of lock or latch.All egress doors shall be readily ing,(2)be firmly and substantially fastened to the framing mem- openable from the side from which egress is to be made without bers, and (3) have a mesh opening of no more than 1 inch by the use of a key. 1 inch(25 mm by 25 mm). 308.6.8 Curbs for skylights. All unit skylights installed in a SECTION 311 roof with a pitch flatter than three units vertical in 12 units hori- DOORS AND HALLWAYS zontal(25-percent slope)shall be mounted on a curb extending at least 4 inches(102 mm)above the plane of the roof. 311.1 General. The required exit door shall be a side hinged door not less than 3 feet(914 mm)in width and 6 feet 8 inches (2032 mm)in height.Other exterior hinged or sliding doors shall not be required to comply with these minimum dimensions.The minimum width of a hallway or exit access shall be not less than SECTION 309 N 3 feet(914 mm). GARAGES /v 141 V 309.1 Opening p..tect•on.(YpErngs •-"private garage SECTION312 directly in,1 a .: i • r y,,::urposes shall not be per- mitted. •_g- •,pen j• ,,, , the garage and residence shall 312.1 General.A minimum of 3 foot by 3 foot(914 mm by 914 be equi..•. ' iFlid wood doors not less than 13/8 inch mm)landing shall be required on each side of an egress door.The • (35 i .••*' ess or 20-minute fire-rated doors. floor or landing shall not be more than 11/2 inches(38 mm)lower than the top of the threshold. 309.2 Separation required.The garage shall be separated fromI Exceptions: the residence and its attic area by means of minimum 1/2-inch (12.7 mm)gypsum board applied to the garage side. 1. At the top of a flight of stairs,provided the door does not swing over the stairs. 309.3 Floor surface.Garage and carport floor surfaces shall be 2- The landing at the exterior doorway shall not be more of approved noncombustible material.That area of floor used for than 81/4 inches(210 mm)below the top of the threshold, parking of automobiles or other vehicles shall be sloped to facili- provided the door does not swing over the landing. tate the movement of liquids to a drain or toward the main 3. Exterior storm and screen doors are exempt from the vehicle entry doorway. requirements for landings. 19 /,'/ r '(' /Jk. I Iffr: ZONING PERMIT ZONING PERMIT NUMBER ,/C - (1) OR ON/A EXPIRATION DATE Cl \U r,1 PROPERTY LOCATION , ,f"( /� e, e 2 v e_ MAP 39 LOT C i PROPERTY OWNERS ;'/4jz/L C L 'e ( CONTRACTOR ` c"5'�or1.r CA-' 1 7-r y if Ati2eti" CONTRACTOR LICENSE# O 6 57 3 1'4.• (, CONTACT ADDRESS 3 v t"e<t / / r,C Alele c TELEPHONE 8 3 7 `� © 0 ZONE 2. -Ya LOT AEA /. 20 I-/ PERMIT REQUEST v?(--/ X 3 /-7-/L/�'i(A ci G cc v ci G C IT IS THE APPLICANT'S RESPONSIBILITY TO FURNISH THE FOLLOWING INFORMATION: A SKETCH, OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1" = 4 Y SHOWING: DIMENSIONS OF THE LOT, THE SIZE, AREA, AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES, AND ADJACENT STREETS; DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES AND WETLANDS. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN YES ON/A HEALTH DISTRICT APPROVAL YES ON/A STATE HIGHWAY PERMIT DYES ( /A WETLANDS PERMIT OYES (pWA HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES INO HAS BOND BEEN FILED DYES ON/A FEE OCASH OCHECK# ON/A THE APPLICANT IS RESPONSIBLE FOR AND AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMATION AND DOCUMENTATION TO PROCESS APPLICATION. 3. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 4. CALL FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. - 4111111111r . APPLICANTS SIG ATI)" i! DATE: ✓'A� ?...,U_,,71 /,,,,...&,) i :e2i VS 614 t‘d4e, V /0/ COMMISSION AGENT ATE CERTIFICATE OF COMPLIANCE DATE THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. NW— JAN-10-2000 12:38 WOOD STRUCTURES INC. BOISE CASCADE - BC CALCTM 99 DESIGN REPORT Q07 282 2423 F'.r_., :.,_, SINGLE - 14" BC! 90XL DF-OSB Monday,January 10,2000 ,2:,6 Filo ID Job Name _ Name:Address Customer - Untitled Specifier City,State,Zip - Designer WOOD STRUCTURES, INC. Code Reports - ICBO 4665 Company: WOOD STRUCTURES, INC. Member Diagram Misc: `�- t� � M I - andar woad PSF)r:-40 10 oc s cin iia• a i� __p', g in) 16" , � 640# LL ;' i4 160# DL ?,tI iapy�dl a In,�}a titi wi�u:'t 1 3/a 640# LL 160# DL Total Horizontal Length 24-00-00 ' �---- _ Load Summary Base Unit Feet/Inches ID Description ~ General Data S De riptard Load Type Ref. Start End Unf.Area Load Left Live Dead OCS (in) Dur. 00-00-00 24-00-00 40 10 16" Number of Spans - 1 Controls Summary 100 Member Type: - Joist Left Cantilever - No L Right nnveControl T - No Moment Type Value %Allowable Duration 4800 ft-lbs 45.7% 100% 2oadcase Span Location Slope(in/ft) - End Reaction 800 lbs 55.2% @ % 1 -Internal OC (in) - 0.0016" Total Defl. U 518(0.556in) 46.3% °� 100/° 2 1 -Left OC Spacingive Live Defl. U 647(0.444in) 74.1% 2 1 - Yes Span/Depth 20.6 2 Construction Type - Glued 1 Live Load(psf) - 40 NOTES: Load(psf) - 10 Deadion (p f) - 0 Design meets Code minimum(U240)Total load deflection criteria. Partition(%) - 0 Design meets User specified(0480)Live load deflection criteria. DMinimum End bearing length is 1.75". Disclosure rhe completeness and accuracy of he input must be verified by anyone tho would rely on the output as vidence of suitability for a articular application. 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