Loading...
28-057 AR���'�3�7 730 C.MR: STATE BO (� �fl� iST STANDARDS SE IC S, LLC ONE .-k.N+'D TWP;&.V0XDW_'1-NGS - WALL CONSTRUCTION BELCHERTCWN MA 9i0g7 inch thick (5I mm) double headers in bearing walls 3606.L.6.3 on- ear in; walls: Load-bearing shall not exceed the spans set forth in Table headers are not required in interior or exterior 3606.2.6. The table shall not be used where nonbearing walls. A single flat two-inch-by-four- concentrated loads are supported by the headers. inch(51 mm by 102 mm) member may be used as a header in interior or exterior nonbearing wails 3606.2.6.1 Single headers: Nominal two-inch fer openings up to eight feet(2438 mm) in width thick(51 mm)single headers shall not be used in if the vertical distance to the parallel nailing load-bearing walls. surface above is not more than 24 inches (610 3606.2.6.2 Plywood box headers: Plywood box 7...n). Cripple spacing shall he the same as headers shall be constructed in accordance with spacing ofstudr. Figure 3606.1.6.1 and Table 3606.2.6.1. FIGURE 3606.2.3a TYPICAL WALL, FLOOR AND ROOF FRAMING RAFTERS AND CE!L!NG ��CVED PCCF-:?US- TOP PLATE TOP PLATE— SEE DRILLING AND NOTCHING PROVISIONS 780 CMR 3606.2.5.1 SECOND STORY WALL STUD-- SEE DRILLING AND NOTCHING PROVISIONS 780 CMR 3606.2.5 FLOOR JOIST— JOIST MAY BE CUT OR NOTCHED BETWEEN SEE DRILLING /THESE LIMITS AND NOTCHING / PROVISIONS BOTTOM 780 CMR 3605.2.6.1 'g SPAN 4-1/3 SPAN PLATE lad 3605.2.6.2 JOIST _ BAND JOIST o-I- i NAILED �j AD OR BLOCKING T TO STUD iG /1 'OP FOR BLOCKING A. 1 BY S RIBBON PLATE BRIDGIN -- CUT INTO STUD- 3605.2.5 SEE 780 CMR 3606.2.71 FOR FIRESTOPPING oNn lOh L✓G II �i. �R s�ee-1 /q'� -Plcv r �oa� ©� lolily cQ(u�n F etf 1-7-r-5 PIZ LAP.'GISTS 3'MIN. SUBFLOOR / CS I' `/ BOTTOM CRSPLICE-SE_ /f '4,(PLATE 730 CNt 3605 2.4 f Faot��s /6 w� �e o sNG Jolsr !,� %�c�rS areP�• SILL PLA 2 X Q W BAWL SPACE MONOLITHIC \ R BASEMENT SLAB-ON-GRAGE (r FOUNDATION FOUNDATION IN ERMEDIAT BEARING WALL PLATFORM FRAMING BALLOCN FRAMING NOTE:See Figure 3604.3.1 a for other foundation typos For SI: I inch=25.4 mm. 2/7/97 (Effective 2/28/97) 780 CNIR-Sixth Edition 533 780 CMR: STATE1W F1141lD Lp=j*NS AINFD STANDARDS ONE W t WDWELLINGS -W.-',LL CONSTRUCTION thick A (�W7C1on-bearin- walls: Load-bearing inch ,hick (51 mm) ,double headers In ear,ng , g shall not exceed the spans set forth in Tabie headers are not required in interior or exterior 3606.16. The table shall not be used where nonbearing walls. A single flat two-inch-by-four- concentrated loads are supported by the headers. inch(51 mm by 102 mm)member may be used as a header in interior or exterior nonbearing wails 3606.2.6.1 Single headers: Nominal two-inch or openings up to eight feet(2438 mm)in width thick(51 mm)single headers shall not be used in if the vertical distance feet the parallel nailing load-bearing walls. surface above is not more than 24 inches (610 3606.2.6.2 Plywood box headers: Plywood box mm). Cripple spacin, shall he the same as headers shall be constructed in accordance with sPacinzofstuds. Figure 3606.2.6.2 and Table 3606.2.6.2. FIGURE 3606.2.3a TYPICAL WALL,FLOOR AND ROOF FRAl1IING RAFTERS AND CEILING - c?OVED TOP TOP PLATE– '—e no �.2.i✓45 �i't° l.l��re PLATE / SEE DRILLING AND NOTCHING PROVISIONS 780 CZAR 3606.2.3.1 SECOND STORY WAS STUD– SE_DRILLING AND .NOTCHING PROVISIONS 780 CMR 3606.2.5 FLOOR JOIST– JOIST MAY BE CUT OR NOTCHED BETWEEN SEE DRILLING THESE LIMITS Ilk AND NOTCHING PROVISIONS ITT 780 VISI3605.2.6.1 '/3 SPAN l/,SPAN PLATE aad 3605.26.2 JOIST BAND JOIST O i '"'d i NAILED OR BLOCKING T TO STUD /)I OP FOR BLOCKING A, 1 BY a RIBBON s�^ PLATE BRIOGIN -- CUT INTO STUD- 6� SEE 780 CMR 3606.2 3605.2.5 FOR FIREST OPPING /o�fn�lIQr) L✓G�� GanGie-fit 9 ��! x a y 7�Z 9 I see l y s/�� lav,r' 3oa� / !r's J 4'1 1 7 A F,de�JAS LAP JOISTS 3-MIN. SUBFLOOR 780 C Jm l•S 1• BOTTOM CRSPLICE--SEE 05 /J 8(*it{_ATE �IIt 3605 2.3 rr JOIST JOIST I, 1� OR WING / SILL, is .2X D RAWL SPACE MCNCLITHIC OR BASESIENT SLAB—ON-GRADE FOUNDATION FOUNDATION INTERMEDIATE BEARING WALL PLATFORM FRAMING BALLOON FRAMING NOTE:Sec Figure 3604.3.1 a for other foundation types For SI: l inch=25.4 mm. 2/7/97 (Effective 2/28/97) 780 C'MR-Sixth Edition 533 730 CMR: STATE�B v` 'Sg "�? �'r d� k1ND STANDARDS ONE , ��° CES;,13A)D'NELLINGS -WALL CO`+STRC;CTION R.O. SOX 168 inch thick (51 mm) double heade! tekER NN, MA.04407�on-bearing walls: Load-bearng shall not exceed the spans set orth In Table headers are not required in interior or exterior 3606.a6. The table shall not be used where nonbearing walls. A single flat two-inch-by-four- concentrated loads are supported by the headers. inch(51 mm by 102 mm) member may be used as a header in interior or exterior nonbearing walls 3606.2.6.1 Single headers: Nominal two-inch ;or openings up to eight feet(2438 mm) in width thick(51 mm)single headers shall not be used in if the vertical distance to the parallel nailing load-bearing walls. surface above is not more than 24 inches (610 3606.2.6.2 Plywood box headers: Plywood box mun). Cripple spacing shall be the same as headers shall be constructed in accordance with spacingofstuds. Figure 3606.2.6.2 and Table 3606.2.6.2. FIGURE 3606.2.3a TYPICAL WALL, FLOOR AND ROOF FRAMING RAFTERS AND CE!L1NG co.OVE'J POCF-RUS- %oTUss ti� �4; TOP TOP PLATE PLATE SEE DRILLING AND NOTCHING PROVISIONS 780 CMR 3606.25.1 AS SECOND STORY SEE DRILLING SEE DRILLING ANO NOTCHING PROVISIONS 780 CMR 3606.25 FLOOR JOIST— JOIST MAY BE CUT SEE DRILLING OR NOTCHED BETWEEN AND NOTCHING /THESE LIMITS y PROVISIONS BOTTOM 760 CMR 3605.2.6.1 113 SPAN �e-V�SPAN PLATE and 3605.26.2 JOIST BAND JOIST O i i NAILED y/O ✓ OR BLOCKING T TO STUD /I 'OP FOR BLOCKING A, t BY 4 RIBBON PLATE BRIDGIN CUT INTO STUD— SEE 780 CMR 3606.2 3605.2.5 FOR FIRES-,OPPING 3 21 She 1 n y 1 -F �� 3 aaa Piz-70 W I�k / 1 LJerf��� LAP JOISTS 3-MIN. SUBF!COR 1 V BOTTOM CR SPLICE--SE= h?CSf1. PLATE 730 CMR 36052.4 O OCCKING JOIST SILL P Tc 2 x AWL SPACE MONOLITHIC R BASEMENT SLAB-ON-GRACE OUNDATION FOUNDATION INTERMEDIATE BEARING WALL PLATFORM FRAMING BALLOON FRAMING NOTE:See Figure 3604.3.la for ocher foundation types For SI: I inch=25.4 mm. 2/7/97 (Effective 2/28/97) 780 CMR-Sixth Edition 533 ID-14134431053 P01/01 06-20-00 14:03 DEPT OF` PUBLIC SAFETY �� ENERGY CONSE l4 RVATION-APPLICAT ,FE RM FOR PJSE,RESIDENTIAL NEW CONSTRUCTION AND ADDITIONS NOV 15 ?^ 1 784 PMR Appendix 14effective 3/1/98) Site Address: /616 Nnnr a:--'Aq� drBSS: -ot)//TaNril: Use Group: Date of Application: A l nt Ptt^rr_: %�3 G'f.�i� IV Application., Sigilaturb' CempiiaACe Path(check one). ❑ Prescriptive Package(Limited to 1-or 2- family wood frame-buildings Heated with fossil fuels only) Package (A through KK from Table J5.2. lb): Healing Degree Days (HDD6s)from Table J5.2 la: (For items d, through i., fill in all values that apply from Table J5.2) a. Gross Wall Area sq. ft fi, wall`R-value- 6- b. Glazing Areal sq. ft g- Floor R•1lalue R- c. GI&zing 9>;(100 x.b+a) qt; h. Basement wail R- d, Glazing U- _ _ Slab Perirnetw FC e. Ceiling R-value $ i- Heating AFUE Crprnponen, Per<ortnanre: 'Manual Trade-W (Limited to wood or metal framed buildings only) Gimafe-Zorle-(from FigurtJ6.2.2) ❑ Zone 12 ❑ Zone 1, ❑ Zone 14 Attach Trade-Off Wtvkstreet from Appendix .1,(and NVAC Trade-0e Worksheet, if applicable) ❑ tAAScheck Software Attach Compliance Report-and.I nspeciion Checklist printouts, ❑ Syslems Analysis OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Goss Wall +Ceiling Area/Y91 sq. ft. b. Glazing Areal 21 sq.ft. c_Glazing ,(100 x b+a) g(, ❑ ADDITION with Glazing% (c.)up to 40%may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-v61ue � ; , (I-Z2 Minimum R•Values Fenostraction Ceiling Wait I Floor Basement Wall j Slab Perimeter, Dept 0:33- R-37 R-13 R-19 R-10 R•10,A ft- ❑ -SUN ROOM'addition (greater than 40% giazing•to-wall and ceiling gross area) Attach `Consumer Information Form- from 780 CMR Appcndiz B. Official's Name. Official's Signature. Application Approved &T Denied ❑ Date of ARprmaI/Denial: Reasons)vi fii5i: (prbviCic addiiionai details as needed on back side) ` Glazinz Ams=xy be -Rapes Opeaing or Uait Dunen inns 06-20-60 14 01 TO:DEPT OF PUBLIC SAFETY FROM:413 4999444 P01 4.tKA1fP�O Boo ° °g Crzfi� oaf 'Wart4alitpton �i54RCi�ttS[ita' m DEPARTMENT OF BUILDrNG INSPECTIONS 212 Main Street ' Municipal Building Northampton, Mass. 01060 ' WORKER'S COMPENSATION INSURANCE AF MAVIT (li permittec) with a principal place of businessJresidence at: ��- 6C)>(- 16b f�C�c�L`- �J, (phone#) (streeilcity/state/yip) .� do hereby certify, under the pains and penalties of peg ry, that: (� an employer providing the following worker's compensation coverage for my employees working on this job: (Ins ce Compaay) (Policy Number) (Exp lion Date) ( ) I am a sole proprietor, general contractor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compensation policies: (Nome of Contractor) (Insurance CoinpanylPotiq Number) (Expiration Date) +r. (Name of Contractor) (insurance Cotnpauy/Pol.icy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) ansm-mce Company/PoLicy Number) (Expiration Date) (atIadi additional shed if no caary to indkkc c infoemstion perta ring to all ooatraciors) ( ) I am a sole proprietor and have no one working for me. ( ) I am a home owner performing all the work myself. NOTE:please be aware that vehilo howcowvm who employ p:z w do a=,tc ,n;Pico or mare work on n dwelling of not moc•o than throo units in which the ho=owvcr rt:ndes a ou the grvaa6 appurtenant thereto arc oot gca<ralty ooasidacd to be employers under the vemicces c=Tcuseioa Ad(GL152,=1(5)),application by a homcowna for a license cc permd may cvidcaoc tha legal ru- of an employer under the Wockces Oompmsation Act I uadcrs d teat a copy of this r wxmc t may bo forwarded to the DcQar nxat of lodusirial A-6&-&OfSoo of In<rranco For the coverage verification and that failure to&ooze coverage under soction 25A of MOL 152 can lead to the imposition of criminal Pennines comisting of a fmc of up to 51,500.00 and/or imprisoamct of up to one year and civil penalties in the-form of a stop Wort;Ord and a firm o(5100.00 a day sgnitut me. j' For only Permit Number Lot# �'t6c of Li ccmittcfl SECTION 8 CONSTRUCTION SERVICES 8 1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder : 5 License Number 0,1 d X /Gb /�c-/c r/a�,� cy�0 ?ho _ 7 Address Expiraon ate Signatur Telephone f Not Applicable ❑ n m° n c �s � � .E �,„. :, e!� . pP Compan II`I D Registration Number SERVICES, 1-t.. d�- P o OX 168 Address BELCHERT 41NI, '20ti 01007 Ex ' at' Date Telephone l yi35V�/cJ SECTION;10-WORKER$' COMPENS'ATION.INSURANCE AFFIDAVIT(M.G.L. c. 152, § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... E3,-- No...... ❑ «. M Me The current exemption for"homeowners”was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature a SECTION b D65 RIPTION 0F PROPOSED WORK(check all iapplicable) sn3?.N.,f� IS 3aK M3g3.1`^£HxR3N.339M, ?4ihf.a� i -2s•vfiP '..3 3 0. .., .. , a., ,.a ,< . ,..,. 6 3,?sx 11 3 3„i m+r New House ❑ Addition M111, Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition❑ New Signs [ ] Decks [ ] Siding[ ] Other[ ] Brief Description of Proposed Work: Clavg XA) ffe)d,1�6,i 'C' `,v��c�. Alteration of existing bedroom_ Yes 1/5o Adding new bedroom Yes No Attached NarrativeB— Renovating unfinished basement Yes No Plans Attached Roll ❑- Sheet a-' "'Offs Nean�ho. "d addi:tion..to:_ezi'stirr”" liousin 4com� Iete the,#ollawffik=: a. Use of building: One Family Two Family Other ��i- /r►zcJ/4,rolybti� � b. Number of rooms in each family unit: Number of Bathrooms 3 VZ_ c. Is there a garage attached? /S !�0 S L'• r d. Proposed Square footage of new construction. � Dimensions �� X3O e. Number of stories? I f. Method of heating? Or� Fireplaces or Woodstoves 0 Number of each g. Energy Conservation Compliance. Mascheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade , k. Will building conform to the Building and Zoning regulations? P- Yes No . I. Septic Tank V"" City Sewer Private.well City water Supply QSYYGN7�ORFSlI,AGNOWIRERCANI�JTHORIZA710N -TO BE COMPLET W RAC70RAPPLIES FiEtV: FOR BUILDING PERMIT I, 3A 1 -a � as Owner of the subject property her by authorize .f /�/ <fll� to act on m beh in all m ers relative to work authorized by his building permit application. ign re of Owner lbaV L> Sid G�S� a Owne /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accura e, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. rint me / `�/O� Slot'dnature of Owner/Agent ate Section 4. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size �'�o !Z�C `'16; I t orthampton D '1 i Department "' 2 ain Street S= a q n(� m 100 e 1 NOV 5 ?Tort -n p on, MA 01060 e a 7.1 0 Fax 413-587-1272 Plat , pccT O�81J1101NG INSPECTIONS 010E0 ..,. - APPLICATION TO CONSTRUCT, ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION This se #ip�` o'�b' comple#edbffrce 1.1 Property Address: Zone �IVK GN C. �' ! "L/T• U!GO(O� 84 � � � -v�L9� wd.+.-. �'{ ,y � i e�� Elm St. Distr�ict`� CBD,ist SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT! 2.1 Owner of Record: AaPlr �' Z%Sri 644n.r Na e( ) Current M�a/ili Telephone n ture 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTI0N3 ESTIMATED CONSTRUCTIONCOSTS Item Estimated Cost(Dollars)to be Official Use'Ohly' completed by ermit applicant 1. Building (a) Building Permit Fee 'jva OOd 2. Electrical (b) Estimated Total Cost of i Construction from(6) 3. Plumbing 4®lJ Building Permit Fee 4. Mechanical (HVAC) 5. Fire Protection 6. Total = G + 2 + 3 + 4 + 5) 9( „S/000 Check Number This Section For-Official-Use Only Bullding;Perinit'',Number " Date Issued: ,u ,.,: ,. �,,�,[1:�►1,81!����a� �er/lnspectof'3Qf�Bu,tlding��,�w .`...i. qa�e�,`� File#BP-2002-0525 APPLICANT/CONTACT PERSON DIVERSIFIED CONSTRUCTION SERVICES LLC ADDRESS/PHONE P O Box 168 (413)253-2798 PROPERTY LOCATION 165 SYLVESTER RD MAP 28 PARCEL 057 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 30 X 26 ACCESSORY APARTMENT New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included• Owner/Statement or License 030787 3 sets of Plans/Plot Plan THE FOL OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION PRESENTED: L-Approved Denied PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan OR Special Permit and Site Plan Major Project: Site Plan OR Special Permit and Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission G ZOO Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning& Development for more information. 1.155 SYLVESTEIR RD BP-2002-0525 GIS#: COMMONWEALTH OF MASSACHUSETTS a :B k:28-057 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: ACCESSORY APARTMENT BUILDING PERMIT Permit# BP-2002-0525 Project# JS-2002-0802 Est.Cost: $51000.00 Fee: $390.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: DIVERSIFIED CONSTRUCTION SERVICES LLC 030787 Lot Size(sg. ft.): 615677.04 Owner: LABBEE CHARLES A JR&LISA A Zoning: RR -pplicant• DIVERSIFIED CONSTRUCTION SERVICES LLC AT. 165 SYLVESTER RD Applicant Address: Phone: Insurance: P O Box 168 (413) 253-2798 Workers Compensation BELCH ERTOWN MAO 1007 ISSUED ON.11/21/01 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 30 X 26 ACCESSORY APARTMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy si nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/21/010:00:00 1705 $390.00 212 Main Street,Phone(413) 587-1240, Fax: (413)587-1272 Building Commissioner-Anthony Patillo JB: MARLEY AC: LEADER AMHERST WO:0112003 WE: TI:T1GE QTY:1 SCOPE OF DESIGN WORK TOP CHORDS: 2x4 SPF #1/#2 (N) 2X4 T or L bracing, of same grade & species ----MAX. REACTIONS PER BEARING LOCATION----- This design is for an individual building BOT CHORDS: 2x4 SPF 1650F-1.5C ® as web, to be nailed to edge of web with 16d X-Loc Vert Horiz Uplift Y-Loc Type component in accordance with ANSI/TPI GABLE STLWG 2x4 SPF STUD (N) ecatnan nails at 8" o.c. Brace to extend the 0- 1-12 0 0 0 BOT PIN 1-1995 and NDS-97,and is based on infor full length of web. One 2x6 brace may be 25-10- 4 0 0 0 BOT H-ROLL be inc shown on this sheet only. It is g ->Concurrent live load of 20 psf applied substituted where two braces are indicated. ->Anal sis based on S' lified Anal Model. be incorporated into the overall building p � y � °g � design by the building designer.All in- to sections of bottom chord as indicated ->NOTE: READ ALL NOTES ON THIS SHEET!<- a formation must be reviewed by the build- in "TOTAL DESIGN LOAD" table. lgwaf= 0.80 Wind analysis based on: ing designer for compliance w/conditions ASCE-Combined [7-931, V= 90 MPH, and requirements of the specific building „TC ,,FORCE...CSI BC...FORCE...CSI I=1.00, Mean Hgt.=20.0 ft, Exp. Cat. C, and governing codes and ordinances.The internal pressure coef. I, end zone. truss designer accepts no responsibility WEB.,.FORCE...CSI WEB...FORCE...CSI for the correctness or accuracy of the Wind analysis chord dead load = 13.3 psf. design information as it may relate to a 2-25 0 0.15 8-19 0 0.68 specific building.Any references to job 3-24 0 0.43 9-18 0 0.45 names and locations on this sheet are 4-23 0 0.83 10-17 0 0.83 for administrative purposes only and are 5-22 0 0.45 11-16 0 0.43 not part of the review or verification by 6-21 0 0.68 12-15 0 0.15 the truss designer. 7-20 0 0.95 Ilk 13-0-0 k 13-0-0 1 2 3 4 5 6 8 9 10 11 12 13 6 00 6 00 4X4 2X4 2X4 2X4 2X4 2X4 2X4 7-3-15 <2X4 - 2X4 6-10-3 2X4 2X4 0-4-3 0-4-3 3X4 2X4 2X4 2X4 2X4 2X4 6X6 2X4 2X4 2X4 2X4 2X4 3X4 it 26-0-0 26 25 24 23 22 21 20 19 18 17 16 15 14 ON 3.50" 0!t 3.50" 1�0-G�f 26-0-0 1-0-0 (RI-1-7) io a- R1_1_7j EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 Studs (& 2-0-0 o.c. scale = 0.2393 a MANUFACTURING, HANDLING, INSTALLATION,8t BRACING: Eng. Job: WO:0112003 Trusses shall be fabricated er ANSI/TPI 1-1995 quality requirements.Unless otherwise Dom, Truss ID:T1 GE noted,plates to be centered and of min.type,size and gauge shown.Plates manufactured g' by the Tee-Lok Corp.,Edenton,NC. Dsgnr: JOE Chk: Date: 12-04-01 Care must be taken not to damage trusses due to shipping,handling&installation.Brac- TC Live 40.0 psf DurFac - Lbr: 1.15 in is always required during erection to prevent toppling and dominoeing. Unless noted UHP otherwise,all chords shall have continuous bracing nd all interior joints shall be braced TC Dead 10.0 psf DUrFac - Pit: 1.15 within four inches of joint.Bracing indicated on this design is to reduce the buckling O.C. Spacing: 24.0° ^ ^� �^ ^ length of th , , e truss member and is not intended to replace erection and permanent bracin BC Live 0.0 psf h 9 ❑E: Tor' overall truss and building systems which are part of the overall building design Design Criteria: 130f"and not the responsibility of the truss designer.Additional information may be obtained BC Dead 10.0 psf g UNIVERSAL FOREST PRODUCTS INC from the Truss Plate Inst.,583 D-Onofrio Dr. Madison WI and the Wood Truss Council Code Des- 1 (413)323-7247 Fax(413)323-5257 of America,6425 Normandy Lane,Madison,Wl. TOTAL 60.0 psf V-0- Design: Matrir Aim[vsis JOB PATH: CITEE-LOKWOMEDL? JB: MARLEY AC: LEADER AMHERST WO:0112003 WE: TI:TI QTY:5 -- SCOPE OF DESIGN WORK TOP CHORDS: 2x4 SPF #1/#2 (N) ->Concurrent live load of 20 psf applied This design is for an individual building BOT CHORDS: 2x4 SPF 1650F-1.5C to sections of bottom chord as indicated ------------ TOTAL DESIGN LOADS ------------ component in accordance with ANSI/iPI WEBS: LWG 2x4 SPF STUD (N) in "TOTAL DESIGN LOAD" table. Uniform PLF From PLF To 1-1995 and NDS-97,and is based on info r ->NOTE- READ ALL NOTES ON THIS SHEET!<- a TC Vert L+D -100 -1- 0- 0 -100 27- 0- 0 mation shown on this sheet only. It is to be incorporated into the overall building lgwaf= 0.80 BC Vert L+D -20 0- 0- 0 -20 11- 4- 4 design by the building designer.All in- PROVIDE UPLIFT CONNECTION PER SCHEDULE: Wind analysis based on: BC Vert L+D -60 11- 4- 4 -60 14- 7-12 formation must be reviewed by the build- Support 1 251# ASCE-Combined (7-931, V= 90 MPH, BC Vert L+D -20 14- 7-12 -20 26- 0- 0 ing designer for compliance w/conditions Support 2 251# I=1.00, Mean Hgt.=20.0 ft, Exp. Cat. C, ----MAX. REACTIONS PER BEARING LOCATION----- and requirements of the specific building MAX LIVE LOAD DEFLECTION: internal pressure coef. I, end zone. X-Loc Vert Horiz Uplift Y-Loc and governing codes and ordinances.Tice 'Pe truss designer accepts no responsibility L/999 Wind analysis chord dead load = 13.3 psf. 0- 1-12 1725 0 -251 BOT PIN for the correctness or accuracy of the L=-0.29" D=-0.13" T=-0.42" 25-10- 4 1725 0 -251 BOT H-ROLL design information as it may relate to a MAX HORIZONTAL TOTAL LOAD DEFLECTION: ..TC...FORCE...CSI ..BC...FORCE...CSI specific building.Any references to job T= 0.09" 1- 2 -2870 0.94 10- 9 2452 0.77 names and locations on this sheet are MAX HORIZONTAL LIVE LOAD DEFLECTION: 2- 3 -2539 0.94 9- 8 1631 0.64 for administrative purposes only and are T= 0.06" 3- 4 -2539 0.94 8- 7 1631 0.64 not part of the review or verification by the truss designer- RMB = 1.15 4- 5 -2870 0.94 7- 6 2452 0.77 .WEB...FORCE...CSI WEB...FORCE...CSI 2- 9 -604 0.25 3- 7 929 0.54 3- 9 929 0.54 4- 7 -604 0.25 6-9-4 6-2-12 6-2-12 6-9-4 66-9-4 13 0 0 19-2-12� 26-0-0 13-0-0 13-0-0 1 2 4 5 6 00 -6 00 4X6 2X4 2X4 7-3-15 6-10-3 0-4-3 04-3 A- 3X8 4X4 4X6 4X4 3X8 8-10-3 � 8 8-10-3 17-7-1-13 26-0-0 n 26-0-0 10 9 8 7 6 11-0 1726# 3.50" 1726# 3.50 -0-0 (R1-1-7) I � 26-0-0 1-0�0 EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.2393 a D MANUFACTURING, HANDLING, INSTALLATION, 8 BRACING: Eng. Job: WO:0 112003 Trusses shall be fabricated per ANSI/TPI 1-1995 quality requirements.. Unless otherwise Dw Truss ID:TI noted,plates to be centered and of min.type,size and gauge shown.Plates manufactured g' by the Tee-Lok Corp.,Edenton,NC. Dsgnr: JOE Chk: Date: 12-04-01 Care must be taken not to damage trusses due to shipping,handling&installation.Brac- TC Live 40.0 psf DurFae - Lbr: 1.15 in�is always required during erection to prevent toppling and dominoeing.Unless noted UFP o erwise,all chords shall have continuous bracing and all interior joints shall be braced TC Dead 10.0 psf DurFae - Pit: 1.15 within four inches of joint.Bracing indicated on this design is to reduce the buckling O.C. Spacing: 24.0" length of the truss member and is not intended to replace erection and permanent bracin BC Live 0.0 psf p g ❑�QQ for the overall truss and building systems which arepart of the overall building design Design Criteria: 1301- and not the responsibility of the truss designer.Additional information may be obtained BC Dead 10.0 psf g UNIVERSAL FOREST PRODUCTS INC from the Truss Plate Inst.,583 D-Onofrio Dr. Madison WI and the Wood Truss Council — Code --sc' e� (413)323-7247 Fax(413)323-5257 of America,6425 Normandy Lane,Madison,Wl. TOTAL 60.0 psf ICI Design: Matrix Analysis JOB PATH. C:ITEE-LOKWOMEDIR JB: MARLEY AC: LEADER AMHERST WO:0112003 WE: TI: S1 QTY:10 SCOPE OF DESIGN WORK TOP CHORDS: 2x4 SPF 1650F-1.5C ->Concurrent live load of 20 psf applied ----MAX. REACTIONS PER BEARING LOCATION----- This design is for an individual building BOT CHORDS: 2x4 SPF 1650F-1.5C to sections of bottorn chord as indicated X-Loc Vert Horiz Uplift Y-Loc Type component in accordance with ANSI/TPI WEBS: LWG 2x4 SPF STUD (N) in "TOTAL DESIGN LOAD" table. 0- 2-12 1660 0 -251 BOT PIN 1-1995 and NDS-97,and is based on infor WEDGES: 2x4 SPF #1/#2 (N) + Denotes 90 degree plate orientation. 25- 9- 4 1660 0 -251 BOT H-ROLL mason shown on this sheet only. It is to 1 af= 0.80 ->NOTE: READ ALL NOTES ON THIS SHEET!<- a be incorporated into the overall building design by the building designer.All in- MAX LIVE LOAD DEFLECTION: Wind analysis based on: PROVIDE UPLIFT CONNECTION PER SCHEDULE: formation must be reviewed by the build- L/576 at JOINT # 8 ASCE-Combined [7-931, V= 90 MPH, Support 1 251# ing designer for compliance w/conditions L=-0.52" D=-0.25" T=-0.77" I=1.00, Mean Hgt.=20.0 ft, Exp. Cat. C, Support 2 251# and requirements of the specific buildin MAX HORIZONTAL TOTAL LOAD DEFLECTION: internal pressure coef. I, end zone. and governing codes and ordinances.T ike T= 0.52" Wind analysis chord dead load = 13.3 psf. ..TC...FORCE...CSI ..BC...FORCE...CSI truss designer accepts responsibility ac for the correctness or accuracy of the MAX HORIZONTAL LIVE LOAD DEFLECTION: 1- 2 -4694 0.67 10- 9 4233 0.82 design information as it may relate to a T= 0.35" 2- 3 -3413 0.69 9- 8 4240 0.86 specific building.Any references to job 3- 4 -3413 0.69 8- 7 4240 0.86 names and locations on this sheet are RMB = 1.15 4- 5 -4694 0.67 7- 6 4233 0.82 for administrative purposes only and are not part of the review or verification by WEB...FORCE...CSI WEB...FORCE...CSI the truss designer. 2- 9 85 0.03 4- 8 -1159 0.98 2- 8 -1159 0.98 4- 7 85 0.03 3- 8 2311 0.99 6-9-15 6-2-1 6-2-1 6-9-15 6-9-15� 13 0 0 19-2-1 26-0-0 13-0-0 13-0-0 1 2 4 5 6.00 -6 00 +4X6 i 3X4 3X4 7 6-10-3 -3-15 I 6X8 0'4'3 2X4 2X4 0� 4X8 3X8 3-1-10 4X8 3X8 3.00 I1 3.00 0-5 8 6-9-15 i 6-2-1 6-2-1 0-5-8 26-04 6-9-15 13-0-0 19-2-1 26-0- 12-6-8 12-6-8 0 9 7 6 1660# 5.50" 1660# 5.50" 11-0-0-0 1-0-0 (R1-1-'7) I ia 26-0-0 _��f �� EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSI/TPI 1-1995 scale = 0.2393 a D MANUFACTURING, HANDLING, INSTALLATION,8 BRACING: Eng. Job: 11 Trusses shall be fabricated per ANSI/TPI 1-1995 quality requirements..Unless otherwise Dw Truss ID: S1 noted,plates to be centered and of min.type,size and gauge shown.Plates manufactured g by the Tee-Lok Corp.,Edenton,NC. Dsgnr: JOE Chk: Date: 12-04-01 Care must be taken not to damage trusses due to shipping,handling&installation.Brac- TC Live 40.0 psf DurFac - Lbr: 1.15 in is always required during erection to prevent toppling and dominoeing.Unless noted UFP otherwise,all chords shall have continuous bracing and all interior joints shall be braced TC Dead 10.0 psf DurFac - Pit: 1.15 within four inches of joint.Bracing indicated on this design is to reduce the buckling O.C.Spacing: 24.0" length of the truss member and is not intended to replace erection and permanent bracin BC Live 0.0 psf �NEl for the overall truss and building systems g which are part of the overall building design Design Criteria: BOCA and not the responsibility of the truss designer.Additional information may be obtained BC Dead 10.0 psf . UNIVERSAL FOREST PRODUCTS INC from the Truss Plate Inst.,583 D-Onofrio Dr-Madison WI and the Wood Truss Council Code DeSC: Bn (413)323-7247 Fax(413)323-5257 of America,6425 Normandy Lane,Madison,Wl. TOTAL 60.0 V:07 sf P .26 r" Design: Matrix Analysis JOB PATH: C:ITEE-LOKIHOMED/R Nom. SHIPPING SUMMARY Page: 1 Job Name: MARLEY 165 SYLVESTER RD. Work Order: 0112003 FLORENCE, MA Customer: LEADER AMHERST UFP Date: 12-04-2001 Exp. Date: 15 DAYS Contact: SCOTT Ph Salesperson: JOHN E Fax #: UNIVERSAL FOREST PRODUCTS INC (413)323-7247 Fax(413)323-5257 Span Type jPitch T/B 0/A Hght 10 Sl 26- 0- 0 SCISSOR 6.0/ 3.0 7- 3-15 Overhangj Cant j Stub j Heel Left 1- 0- 01 0- 0- 01 0- 0- 01 0- 4- 3 Right 1- 0- 01 0- 0- U1 0- 0- 01 0- 4- 3 5 T1 26- 0- 0 COMMON 6.0/ 0.0 7- 3-15 10verhangl Cant I Stub I Heel Left 1- 0- U1 0- 0- 01 0- 0- 01 0- 4- 3 Right] 1- 0- 01 0- 0- 01 0- 0- 01 0- 4- 3 1 T1GE 26- 0- 0 COMMON 6.0/ 0.0 7- 3-15 10verhangl Cant I Stub I Heel Left 1- 0- 01 0- 0- 01 0- 0- 01 0- 4- 3 Right] 1- 0- Oj 0- 0- 01 0- 0- ol 0- 4- 3 Total Trusses: 16 INSTRUCTIONS To Driver : Builder's representative must sign and date this copy. Driver will check material for damage after delivery. Damage to any product durring delivery must be noted below. Date: `fJ C Driver: )INA,\ Driver checked (initial) Quantity: 1 �a — Hangers: Layout: Paper work included: Shop Drawings, HIB 91 Summary Sheet (Layout only included if prints were provided for complete design) I have recieved shop drawings and HIB-91 Summary sheet. I have also recieved the trusses and other products listed above in good condition. I have listed below or on the back any broken or questionable product as well as any problems concerning the delivery. Received by (signiture) : (print name) (company) : Delivery comments: UNIVERSAL FOREST PRODUCTS E.' DIVISION #221 BILL OF LADING PAGE 1 OF 1 Ship Date 12/13/2001 BOL#: 221035965-001 Frt Terms Prepaid Cust PO#: 15314 Carrier #221 UFP EASTERN DIV ORD#: 02321215 Unit marty VIA: TRUCK TO: LEADER HOME CENTERS FROM: UFP EASTERN COMPANY, INC. #221 Consignee: Marley Shipp ].49 BAY ROAD 165 Slyvester Rd P.O. BOX 945 Dest: Florence, MA, USA 01004 Origin: BELCHERTOWN, MA, USA 01007-0945 413 253-3411 413 323-7247 0112003 I;ocation: 221A 221 YARD ITEM QUANTITY PRODUCT / DESCRIPTION 1 1 pkg @ 1 PCs = 1 TOT TR0407 16 Mise Trusses DRWG #: 0112003 i 1 pkg TOTALS 1 PCs Cust Instr: Work Order 0112003 Ship Notes: BOL Notes: Shipper: , l` Carrier: #221 U P EASTERN DIV Per: Date: Per: Date: .7 .-/ ' Received by Customer(Name of Recipient) Date: Printed Name of Recipient TOP CHORD 12 123 or 8- TOP CHORD DIAGONAL BRACE greater MINIMUM LATERAL BRACE SPACING(DBS) W B, SPAN PITCH SPACING(LBS) [#trusses] 6<0 SP DF SPF HF t 24' 3/12 8' 17 6 O \ Over r 24'-42' 3112 7' 10 6 \\ Over 42'-54' 3/12 1 6' 6 4 Over 54' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine Q. HF-Hem-Fir SPF-Spruce-Pine-Fir oe� ,Yo' ��Jg SQL\ �ry All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace Required chords that are usec collapse braced odiag - togetherandcausecollapsei fthereisnodiago- s � 10"or Greater nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins 2q _ CF are attached to the topside of the top chord. g$S Attachment MONO TRUSS Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A INSTALLATION TOLERANCES BOW Length L(in) PLUMB D(in) D/50 D(ft) 12" 1/4" 1' Lesser of 24" 1 2" 2' L/200 or 2" 36" 3/4" 3' 48" 1" 4 60"— 1-1/4" 5' L(in) L(in) ±� 72" 1-3 4" 6' "} 84, 1.3 4„ 7, 11 96" �2. 8, Truss 108" 2" 9' i .................. .......................... epth � .................................. ........................................ D(in) i ±+�; Lesser of 1 Lesser of U200 or 2" D/50 or 2" L(in) L/200 L(ft) L(In) Q200 L(ft) Maximum Plumb 5o.. 14" 4.2' 200" 1" 16.7' Misplacement Line IW., 12" 8.3' E25O" 1-1/4" 20.8' 150" " ' 1-1/2" 25.0' OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 mbol is used to attract your DANGER: A DANGER designates a condition This safety alert sy where failure to follow instructions or heed warn- attention! PERSONALSAFETyISINVOLVED!When in will most likely result in serious personal A you see this symbol-BECOME ALERT-HEED ITS in,ury or death or damage to structures. MESSAGE. WARNING: A WARNING describes a condition A&CAUTION: A CAUTION identifies safe operating where failure to follow instructions could result in Apractices or indicates unsafe conditions that could severe personal injury or damage to structures. result in personal injury or damage to structures. o Summary HIB-91 S Y Sheet &hh.� .� COMMENTARY and RECOMMENDATIONS for TRUSS PLATE INSTITUTE HANDLING, INSTALLING & BRACING METAL 583 D'Onofrio Dr.,Suite 200 Madison,Wisconsin 53719 PLATE CONNECTED WOOD TRUSSES (608)833-5900 re handle install and presented as a guide forthe use of a qualified laims a 9 dresponsibility for installer. damages Itistheres onsibilit oftheinstaller builder buildin contr stor licensed contractor truss industry, but must, due to the disclaims of r Y ponsibilities involved, e erectororerectioncontractor to ro erl receive unload application or reliance on the recommendations and brace metal late connected wood trusses to protect life and property.The installer the Truss Plate Institute,Inc.expressly must exercise the same high degree of safety awareness as with any otherstructural arising from the use, app ification for handling,installing ©by Truss Plate Institute, Inc. All rights form without This encperm permission material.TPI does not intend these recommendations sateC s to be interpreted as superior information contained herein by building designers,installers,and others.copyright an to the project Architect's or Engineer's design p and bracing wood trusses for a particular roof or floor.These recommendations are thereof must not be reproduce based upon the collective experience of leading technical personnel in the wood publisher.Printed ON nlAlltemporary bracing should be no less CAUTION:The builder,building contractor,licensed than 2x4 grade marked lumber. All connections contractor,erectororerectioncontractorisadvised should be made with minimum of 2-16d nails.All Ato obtain and read the entire booklet"Commentary ® trusses assumed 2'on-center or less.All multi-ply and Recommendations for Handling, Installing & trusses should be connected together in accor- Bracing Metal Plate Connected Wood Trusses,HIB- dance with design drawings prior to installation. 91"from the Truss Plate Institute. TRUSS STORAGE CAUTION:Trusses should not be �� Aunloaded on rough terrain or un- even surfaces which could cause damage to the truss. 10( 8'-10. 8'-10' CAUTION: Trusses stored vertically should be IL CAUTION: Trusses stored horizontally should be ® braced to prevent toppling or tipping. Asupported on blocking to prevent excessive lateral bending and lessen moisture gain. bundles upright unless DANGER. Do not store P WARNING: Do not break banding until installation EA& p roperly braced.Do notbreak bands until bundles begins. Care should be exercised in banding re- are laced in a stable horizontal position. moval to avoid shifting of individual trusses. DANGER: Walking on trusses which are tying flat WARNING: Do not lift bundled trusses by the is extremely dangerous and should be strictly bands.Do not use damaged trusses. J& rohibited. Frame 1 TOP CHORD 2x4/2x6 PARALLEL Continuous TOP CHORD DIAGONALBRACE CHORD TRUSS Top chord Lateral Brace MINIMUM LATERAL BRACE SPACING (DBs) Required SPAN DEPTH SPACING(LBS) [#trusses] Top chords that are laterally braced can buckle SP/DF r.S.PF/.HF togetherand cause collapse ifthere is no diago- 10"or Greater U t0 32' 30" 8' 16 10 nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins Over 32'-48'1 42.' 1 6' 1 6 4 are attached to the topside of the top chord. Over 48'-60' 48" 1 5' 1 4 2 Over 60' See a registered professional engineer Attachment DF-Douglas Fir-Larch SP-Southern Pine Required HF-Hem-Fir SPF-Spruce-Pine-Fir I 2U'(p8 e s S� T. s $ sPF/Hp 2 O.c. 1,051 e or greater All lateral � braces lapped at least two trusses. /X45° The end diagonal brace / for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on placed on vertical both ends of the truss system. / webs in line with the support. AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Continuous Top Chord Top chords that are laterally braced can buckle Lateral Brace together and cause collapse ifthere is no diago- Required nal bracing.Diagonal bracing should be nailed to the underside of the top chord when purlins 10"or Greater are attached to the topside of the top chord. Attachment �5 Required l�0` 30,(Dgs) 1y 9 15 TrussE's @ 2.D.C. — 3%' Trusses must have lum- ber oriented in the hori- All lateral zontal direction to use ... braces lapped - this brace spacing. at least two trusses. ' 4 End diagonals are essential for �II stability and must be duplicated on – —/ both ends of the truss system. Frame 5 1AWARNING: Do not attach cables, chains, or WARNING:Do not lift single trusses with spans hooks to the web members. A greater than 30' by the peak. / e.V so° MECHANICAL or less or less INSTALLATION Tag r�112 mately Approximately Tag Line length 1/:truss length Line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as Strongback! SpreaderBar / �� SpreaderBar slings,chains,cables, nylon strapping, 10, Toe In etc. of sufficient strength to carry the —� Toe In ~ weight of the truss.Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the Approximately____ 1 truss are securely fastened and tempo- i5 to'h truss length /2 to i/a truss length Y P rary bracing is installed. Greater than 60' Less than or equal to 60' Tag Line Tag Line Strongback/ SpreaderBar _ SpreaderBar 10' 10' Toe In Toe In At or above mid-height Approximately Approximately t 1/2 to Y's truss len th '13 to truss length � Less than or equal to 60' Line L ne Greater than 60'Tag Tag F CAUTION: Temporary bracing shown In this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR ;a GB -. -- p Top Chord Typical vertical - End Wall 1 e LBT attachment plan Blocking Ground brace i -vertical(GBV) =Top Chord �GBV I _ I Ground brace j' diagonals(GBD) 1attruss group of t Ground brace End vertical(GBV) brace ; at lateral(LB ) 1truss of braced aG Grou race t group of trusses later Ground �li� = End brace(EB) s(GBD) Note 2nd mall have ad to support ground braced / i Strut Backup (ST) ` 2nd floor ground stake Driven - Typical horizontal tie member with -"-- -- 13t floor ground stakes multiple stakes(HT) [A CAUTION: Ground bracing required for all installations. A Frame 2 12 ---� 4 or greater BOTTOM CHORD - BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING(DBS) SPAN PITCH SPACING(LBS) [#trusses] U to 32' 4/12 15' 20 15 Over 32'-48' 4/12 15' 10 7 Over 48'-60' 4/12 15 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-larch SP-Southern Pine 9 HF-Hem-Fir SPF-Spruce-Pine-Fir %U �� All lateral braces lapped at least 2 &� trusses. Aga ., ,- Bottom chord diagonal bracing repeated at each end of the building and at same = BOTTOM CHORD PLANE spacing as top chord diagonal bracing. AWARNING: Failure tofollowthese recommendations could result in A severe personal injury or damage to trusses or buildings. u Cross bracing repeated at each end of the building and at 20' °, intervals. _ o - jo 4 s 2 s O. P Permanent s continuous o lateral bracing as specified by the - a truss engineering. Zk =45° WEf3 MEMBER PLANE Frame 4 TOP CHORD TOP CHORD DIAGONAL BRACE 12 a or greater MINIMUM LATERAL BRACE SPACING(DBS) — i SPAN PITCH SPACING(LBS) #trusses UP to 32' 4 12 8' 20 15 Over 32'-48' 4/12 6' 10 7 Over 48'-60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. �- 10"or Greater �L Attachment Required O .0 k' Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing.Diagonal bracing should be nailed - - to the underside of the top chord when purlins are attached to the topside of the top chord PITCHED TRUSS„__�., - AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A TOP CHORD MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL BRACE SPACING(DBS) 12 >" SPAN DIFFERENCE SPACING(LBS) I#trusses) _ SP/DF I SPF/HF V �. Up to 28' 2.5 7' 17 12 r Over 28'-42' 3.0 6' 9 6 Over 42'-60' 3.0 5' 5 3 Over 60' See a registered professional engineer — DF-Douglas Fir-Larch SP-Southern Pine HF-Hem-Fir SPF-Spruce-Pine-Fir Continuous Top Chord Lateral Brace �` All lateral braces Required lapped at least 2 �- trusses. 10"or Greater Attachment Required eJ �Q Top chords that are laterally braced can buckle y09, togetherand cause collapse ifthereisnodiago- nal bracing.Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. , SCISSORS TRUSS Frame 3 165 SYLVESTER RD BP-2002-0525 GIs#: COMMONWEALTH OF MASSACHUSETTS MapBlock: 28 -057 CITY OF NORTHAMPTON Lot:-001 Permit: B u i l d i n a Category: ACCESSORY APARTMENT BUILDING PERMIT Permit# BP-2002-0525 Project# JS-2002-0802 Est.Cost: $51000.00 Fee: $390.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: DIVERSIFIED CONSTRUCTION SERVICES LLC 030787 Lot Size(ss . ft.): 615677.04 Owner: LABBEE CHARLES A JR&LISA A Zoning: RR Applicant: DIVERSIFIED CONSTRUCTION SERVICES LLC AT. 165 SYLVESTER RD Applicant Address: Phone: Insurance: P O Box 168 (413) 253-2798 Workers Compensation BELCH ERTOWN MAO 1007 ISSUED ON:11/21/01 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 30 X 26 ACCESSORY APARTMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: ,t 1� Footings: Rough: /p ,> Rough: jh) House# Foundation:'Ow 2.-to.�f_�� �� Driveway Final: Final:�J/�Ja Final:0,//!`Az Rough Frame:�� Gas: Fire Department Fireplace/Chimney: D� Rough: Oil: Insulation: Final: Smoke: ' 1 — 20 U� 0.�" Final:e: W o?—/3"-Oo0,'? THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOL ON OF ANY OF ITS RULES AND REGULATIONS �►-' Certificate of Occu an Si nature: Fee Type: Receipt No: Date Paid: Check No: Amount: Building 11/21/010:00:00 1705 $390.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Building Commissioner-Anthony Patillo �'tcYEQ NAY SSE °I 111A, ff GAQ/YEWq�'.EASEMENT BE.1gcMby�17 C nO- ` z9a6r l B"r,ztervE ate i t✓F/¢ .dNl.�f�4?K/NG /` �'�'�' �'� iS�E_.4G>K//,E► R, PROP V P 1 7�srP/rs war h Fxisr. 7a 15111 1 i m. . t z4- 01 u U7, IT- \Q I 1 l(.oll � � f I t I i 1 w I �i N L'6 . N z o 7 z t�o---- BOARD OF HEALTH CITY OF NORTHAMPTON MEMBERS N CYNTHIA DOURMASHKIN,R.N.,Chair MASSACHUSETTS 01060 1 , ROSEMARIE KARPARIS,R.N.,MPH r RICHARD P.BRUNSWICK,M.D.,MPH .■s,n PETER J.MCERLAIN,R.S.,MPH OFFICE OF THE HeaM Agent BOARD OF HEALTH (413)587-1214 210 MAIN STREET,Room 8 NORTHAMPTON,MA 01060-3167 FAX(413)587-1221 �y7g September 25,2001 D Mr. &Mrs. Charles Labbee , SEP,, 9M01 165 Sylvester Rd. Florence,MA 01062 DER IIE3CFff1NS j QN;MA' OID60 Re: A one bedroom addition to your dwelling at 165 Sylvester Rd. Dear Mr. &Mrs. Labbee: On September 24,2001, the Northampton Board of Health reviews your request for approval of the construction of a one bedroom addition to your dwelling at 165 Sylvester Rd. while utilizing the existing subsurface sewage disposal system. The proposed addition will bring the total number of bedrooms to four(4). The existing septic system plan on file with the Board of Health indicates that your septic system has a design capacity of 511 gal. of sewage per day.This system will accommodate the daily sewage flow from a four(4) bedroom home without a garbage grinder which(daily flow would then be only 440 gpd). The Board of Health voted to approve your request based on the inspection report from Registered Sanitarian Timothy Maginnis and your intention to remove your existing garbage grinder. This approval is subject to the removal of the existing garbage grinder and the filing of a restriction on your property deed at the Hampshire County Registry of Deeds office which prohibits the future installation of another garbage grinder. A copy of the deed restriction from the Registry of Deeds must be submitted to this office. Please contact the Board of Health office with any questions. Thank you for your cooperation. Sincerely, Peter J. McErlain Health Agent cc: Building Inspector Anthony Patillo ,�iSTi�vG SHEo NcX/SE ' I r �t°�F'Of'c?SEO O AiC/p i°LAC�O 17EC,e , 7 71- ; x i 10. Do any signs exist on the property? YES NO �f IF YES, describe size,type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size,type and location: 11. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Building Department EXISTING PROPOSED REQUIltED BY ZONING Lot Size QG v_ (�� 6-17L) Frontage Setbacks Front //fl Side L: t{ R: /S I ; f R: 75_1-�) L: n T R. Rear P �J S s / S_ �O Building Height �.- Building Square Footage % Open Space: (lot area minus building&paved parking ((UJJ #of Parking Spaces #of Loading Docks Fill: (volume&location) 12. Certification: I hereby certify that the information contained herein is true and accurate to the best of y knowledge. Date: $) 3 ©/© � Applicant's Signature NOTE: Issuance of a zoning permit does not relieve an applicant's burden.to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission,Historic and Architectural Boards, Department of Public Works and other applicable permit granting authorities. V AUCG 2 g 20 File No. —'Q 2—3� 0 PTO.BUILDING(N c PERMIT APPLICATION (§10.2) Please type or prin i` ation and return this form to the Building Inspector's Office with the $10. filing fee (check or money order) payable to the City of Northampton 1. Name of Applicant: S c�o�� j{c.��dw �Q �OW Qy�►��eJC�`S Address: S-3 C-- Lo1e>> Telephone: (os 2_ Owner of Property: C,A1c:c e,5 Address: / GS— Sy j y ea%k-c' RV�) Telephoner 3. Status of Applicant: Owner Contract Purchaser Lessee Other(explain) 4. Job Location: e STe� RD .Parcel Id: Zoning ap#_ Parcel# District(s): In.Elm Street District: In Central Business=District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property `,RC��e 0.r��\�i �M g 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES V IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# 9. Does the site contain a brook,body of water or wetlands? NO DON'T KNOW YES IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Side) File#MP-2002-0031 APPLICANT/CONTACT PERSON Harlow Builders ADDRESS/PHONE 336 COLES MEADOW RD (413)586-0465 PROPERTY LOCATION 165 SYLVESTER RD MAP 28 PARCEL 057 001 ZONE RR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING RM FILLED OUT ee al Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 20 X 26 IN LAW APARTMENT New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE YOCLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON l:NP6RMATION PRESENTED: Approved Denied PLANNING BOARD PERMIT REQUIRED UNDER: § ,� „n Intermediate Project: Site Plan OR Special Permit and Site Plan Major Project: Site Plan OR Special Permit and Site Plan hi 10 • 0 ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. 165 SYLVESTER RD MP-2002-0031 COMMONWEALTH OF MASSACHUSETTS [f �j CITY OF NORTHAMPTON ZONING PERMIT APPLICATION PERMIT Permit, � PERMISSION IS HEREBY GRANTED TO: P1�uJect 20{� �58 ;' Contractor: License: Homeowner as Contractor #aflryi�i�t1��: ` Owner: LABBEE CHARLES A JR&LISA A Applicant: Harlow Builders AT. 165 SYLVESTER RD ISSUED ON. 30-Aug-2001 EXPIRES ON. TO PERFORM THE FOLLOWING WORK: CONSTRUCT 20 X 26 IN LAW APARTMENT-APPROVED IF MEET ALL REQUIREMENTS IN 10.10 THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: Zoning Permit Application REC-2002-000660 06-Sep-01 5024 $10.00 212 Main Street,Phone:(413)587-1240,Fax:(413)587-1272 GeoTMS®2001 Des Landers Municipal Solutions,Inc. F 70- 8 40 o 1 dc%D,c�1PKi,VG ,�- Np V TEST P/T�' PROP j lf/ic/ 72D f wiz o 'TT .:a - •s ..„_.. ._. .... Sri • GAF i. ,,, S 4� b • k