Loading...
35-288 (3) : R � FT. DE`P . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . IA MO O . . . . . . . . . . . . . . . . -4 A- � . oz D m NOTE:IN ORDER THAT THIS APPLICATION MAY BE ACCEPTED,THE DATA CALLED FOR BELOW MUST BE SO SET FORTH THAT WE CAN DETERMINE FROM THE APPLICATION AND THE ACCOMPANYING PLANS WHAT THE EXISTING CONDI- TIONS ARE AND WHAT THE FUTURE CONDITIONS WILL BE. Plot Plans and Plane,must be filed with this application before a permit be granted. Zone R 2 41998 APPLICANT NOT TO FILL IN SPACES ABOVE THIS LINE Application for a Dwelling Permit a Northampton,Mass. . . . . .3/0. . . . . . . . . . . . 19?c�. . Telephone No. 5 .jam . . G'8.--a.. . . . . . . . . . . . . 7b the Supt.of Buildings: Application for a permit to build is hereby made according to the following:- 1. Location, Street and No. . l . .s. t' � � l w E. . . . . . . . • . . . . . . . • . • Lot No. �. . . . . . . . . . . . . . . . . . . . . 2. Nearest cross street . .w u?.�J�L ?`���• • . . . . . . • • . Size of lot . • • . . •• . . • • . . • • . • . LJ Y. . . � D fo to Z 3. Owner's name . �. .!�°. �E7^-t/r�S.%G(. . . . . . Address .�Q� . liOo?-.`Lt�. . N. . 4. Architect's name. . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . Address . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . 5. Builder's name � .. lE«i/!rS%c! . . . . . Address Pp. /�� . .���-'.t.�. ./� .'7?>J. • �'?Ca G�- Mass.Construction Supervisor's License No. . . .0.f. 7YX.9. . . . .. . . . . Expiration Date . .z/�3`` �?° • • . 6. Use of Building:One-family . . . . . .Y�. . . . . . . Two-family . . . . . . . . . . . . . . . . . . . . Other . . . . .. . . . . . . . . . . . . . . 7. Number of rooms in each family unit: . . . . .9. . . . . . . . . . . . . . . . Number of Bathrooms . . .Y . . . . . . . . . . . . 8. Is there a garage attached? . . . .r. . -� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . .. . . . . . . . . .. . . . . 9. Size of building . . . . .zg.X.38�. .(o,.C.`1�. • �1(1.S!. Square footage . ./2,3� . . �S T. . . . . . . /fi�� .?• b` 10. Number of stories . . .;?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11. Distance from finished grade to high point of roof . . . .7. . . . . • • • • . . • .• . • • 12. Type of construction . . ./�).(). 0 P. . . .�rz>J??�r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13. Distance from building to street line in feet . . . . . . . . . . r• . . . • • • . . • . 14. Distance from building to side lot lines in feet:Left . . .3 Y. .. . . . . . . . • • • . . • . . Right ... . . . . . . . . . . • • . . • . 15. Distance from building to rear lot line in feet . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . 16. Is a plot plan being filed with this application? . . . . . . .1. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17. Species of framing lumber:DF . . . . . . . . . . . . . . . . . . . . Spruce . . .JC q. . • . • • • • • • Other . . . .. . . . . . . . . . . . . . . . 18. Are all structural conditions noted on drawings? . . . .. . . Y4 7471. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . I . . . . 19. Nature of land upon which the structure will be erected:Natural . . . . d<. . . . . . . . . . . . . Filled . . . . . . . . . . . . . . . . . . . P 20. Depth of basement or cellar floor below finished grade . . . . . .(o. . • • • . . • • . • • • 21. Material of foundation walls . . . . . • • . . • • . • • • • . Thickness in inches . . . $. . . . . . . . . . . . . 22. Type of roof: Flat . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pitched . . . . .4,r./.2.-. . . . . . . . . . . . . . . . . . . . . . . . . - 23. Material or roof covering . . . . ./�?�3.'?? e� ??. . . . . . .��. . . . . . . . . . . . . . . .. . . . . . . . . .. . . . . . . . . . . . . . . . 24. Method of heating . . . .0/.(. . ..". . ILC g D. . . .l71VT. : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25. Will the building conform to the Building and Zoning Ordinances? . . . . . . . . 1 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26. Septic Tank? . . . . . . . . . .E O. . . . . . . . . . . . . . . . . . . . . . . . . City Sewer? . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27. Construction within 100 ft.of wetlands? . . . . . . . / U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 28. Construction within 100 year flood plain? . . . . . ./vle.� . . . . . . . . . . . • . • . • • 29. Estimated cost: Total$ . . . . . . CrPd. . . 194e.5' . 44-P-C/_;1 S-. `r"`o) No building or structure which is erected or altered,shall be used,in whole or in part,for any purpose until a certificate of occupancy is issued by the Building Inspector. The undersigned certifies that the above statements are true to the best of his knowledge and belief. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��eSign ture f Contractor Signature of re icant WRITTEN DESCRIPTION OF W RK TO BE E " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ' *� SK OWN O DZRP TMLNT? p�:BurI.Ct2'o Pok$GTION& 212 Mein.$tmt ' Mu iniciPal BuWng INS PECTOR. Worthl%mptoa, Mw-s. -01060 V CERTIFICATE of OCCUPANCY and USE This is to certify that permission is hereby granted under 780 CMR, sixth edition of the Massachusetts State Building Code, allowing the occupancy or use of the premises or structure or part thereof located at 21 Sylvan Lane — Lot#17 as shown on the Assessors Page# 35 , Lot# 288 Zone SR in the City of Northampton, as herein specified: CONSTRUCTION TYPE(780CMR 6) 5 USE GROUP CLASSIFICATION (780 CMR 3 R-4 OCCUPANT LOAD PER FLOOR(780 CMR Table 1008.1.2 40 P S F - 1 L L 30 PSF - 2LL LIVE LOAD PER FLOOR(780 CMR Table 1606.1) Under the following limitations, special stipulations, and/or conditions of the permits: N/A Issued this 23rd day of June , 1998 Certificate of Occupancy and Use# 1400 Authorized Department Personnel Electrical Elevator Fire Plumbing Building Gas Building Commissioner This certificate shall be posted by the owner, in a permanent manner and in a visible location, on all floors designated as use group H, S, M, F, or B, and in every room where practicable of use group A, I, R-1, or R-2 per requirement of 780 CMR section 120.5 Posting Structures. Building Department 413-587-1240---fax 413-587-1272 OQIKAMA�O 'N Of IIZ#��IltlIItt _ _ _L a 50MC4 116 Ctts DEPARTMENT OF BUILDING INSPECTIONS INSPECTOR 212 Main Street ' Municipal Building Northampton, Mass. 01060 - Square Footage Amount Basement @ .10 1-2,3 C� /2-.3 lst Floor @ .40 2nd Floor @ .20 r y 21 3 1/2 Floors, Attic, Garage .10 — S Deck, Porches .10 L ' TOTAL S/5L °<5' 128.(7u' CHD—S O 4 cfl O L.=251.62 ? ' 2 32.54' L=59.47' _155-42 .... �6rb Miss�",� S-75.27'51" W N 3 n /"1 000 SVLV4M L#r4F � r�s�'"'`' _ ��1s ,296• „ : 1 X00• ��.Y oa ►-' oo Sc /$ = 5 �n • . W �a ��.��•ZPvtttri3� J,�- ,•' s;ti� � 3.9•g 8 VJ V` NOTE, b191V ,W tY m eC LOc47ErD SS' U' H?642Ty soawo ItfA,aKEh ALV^. (r A c Al "r4-1-,, o - V' To.7o.#D wi Tf! 7 'Rwcsc,s f�r- GQAµ7 ,rt @i,►G !'fns 9 w,DrN ,30.69 a r w cc q'4 O OR � __-_ ...8. .99.98'._ _.--•-•-— _ __._ __ S 3'08'06" W ---S 82'41'39" W 1 I GV-7O Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1) I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2) I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. e tioner NOTE: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. 26-98 C I T Y OF N 0 R T H T O N, M A S S. /3 19 THE BOARD OF PUBLIC WORKS The undersigned respectfully petiition your honorable body for Permission to install driveway at 21 Sylvan Lane Lot #17 Fifteen (15) foot maximum width ac the street line. Gutter drainage not to he disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. Driveway surface to be paved if the grade of the proposed driveway exceeds 3% or more. dc e By:P x 60248 584-4002 F MA 062 Proposed Location Inspected by: �f'k-srr�►� 3 �� �8 Gravel Base Grade Inspected by: Final Approval: THE BOARD OF PUBLIC WORKS Voted that petition be granted. $25.00 Fee Paid Ck. No. 2658 Samuel B. Brindis, P.E. , Director of public Wo ks (SUBJECT TO ATTACHED CONDITION 1 & 2) NORTHAMPTON WATER DEPARTMENT 237 PROSPECT STREET NORTHAMPTON, MA 01060 587-1098 Subject : Municipal Water Availability Location: 21 Sylvan Lane Lot #17 Inquiry Made By: John. Zieminski 584-4007 Date of Inquiry: 3-13-98 Municipal Water Main in Front of Location: YES X NO Size/Material/Age of Water Main: 8" D.I. pipe 1996 Approximate Street Pressure : 42 PSI Size of Service Connection: 1" copper Comments : A corresponding "water entrance fee" shall be paid prior,to making any connection to the municipal water system. Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. All work shall conform to Northampton Water Department specifications. arles Borowski Superintendent of Water Enclosure: Letter to Frank Sienkiewicz from Sam Brindis, dated June 14, 1991. cc: Samuel B. Brindis, Director, DPW Guilford Mooring, Assistant Director, DPW George Andrikidis, Assistant City Engineer Anthony Patillo, Building Inspector A:\WATER\Availabl.50S 16-98 Water Entry Application DATE: SIGNED: T shy' Yo6.1— (Applicant ame&Telephone No.) p© 64a< 0166L (Address of Applicant) $ 02 4 G v° entry fee paid. Check No.: 2Gj9 $ /U U meter fee paid. Check No.: 2l®T 9 Application approved and permit issued: DATE: 3 ( Eb U SIGNED: (Director of Public Wor FEE SCHEDULE: Water Entry Permit Fee= $200 Water Meter Fees: 5/8" Meter= $100 3/4" Meter= $150 1" Meter= $200 C:\MyFiles\Permits\Water\Entryapp.wpd 16-98 . r, RESIDENTIAL OR COMMERCIAL BUILDING WATER APPLICATION To the City of NORTHAMPTON, MASSACHUSETTS: The undersigned, being the Owner of the Owner, Owner's Agent property located at 21 Sylvan Lane does (Number) (Street) hereby request a permit to install and connect a 5/811 Water (Size) Service to the Residence at said location. (Residence, Commercial Bldg. , etc. ) 1. "Owner shall mean the person holding title to the property served or' to be served by the water service. 2. The name and address of person or firm who will perform the proposed work is Robert Wade 584-3492 427 North Farms Rd. , Florence, MA 01062 3. Plan/Sketch and specification for the proposed water service shall be attached to permit. In consideration of the granting of this permit, the undersigned agrees: 1. The Water Department shall make all taps to the water main. 2. WATER ENTRY PERMIT fee is $200.00 . 3. Additional work performed by City forces from the water main to streetline shall be paid at the prevailing labor rates and cost of material. Water Meters 5/8" $100.00 3/4" $150.00 1" $200.00 Water Meters 1 1/2" and above shall be purchased by the owners - using city specs. 4. The Water Superintendent shall be notifed for water line inspection prior to backfill of trench. �O O y � B �ltcsaarErnsrtta 2 � 098 m DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street ' Municipal Building ' Northampton, Mass. 01060 WORKER'S COMPENSATION INSURANCE AFFIDAVIT I, .JCS/,VA / -/�7�>/t✓S� j (licensee/permiUee> with a principal place of business/residence at: :5 3 (phone#) > � �ioDz (street/ci ty/s=d2i p) do hereby certify, under the pains and penalties of pegury, that. (� I am an employer providing the following worker's compensation coverage for my employees working on this job: (Insurance Company) (Policy Number) (Expiration 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: (Name of Contractor) (insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Contractor) (Insurance Company/Policy Number) (Expiration Date) (attach WkHoml sheet ifna essary to include infonnition pertaining to all oorttacton) ( ) 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 while homcowaas who employ persons to do mainicnaace,oonatru oa or repair work on a dwelling of not more than throe units in which the homeowner resides or oa tho grounds appurtenant therctn are not gco=11y considered to be employers tender the W- et'a oomp=sation Act(GL152,ss 1(5))�,application by a homeowner for a license or permit may evidence the legal ctatua of an employer under the Worker's Compcom6on Act I understand that a copy of thin ax cmmi may be fotwnrded to the Dcpact rnro of 1ndudrial Aaxdm Of5oc of Iffiucance for the coverage vcnficatioo and that failure to secure coverages under section 25A of MOL 152 can lead to the ia>posi -of criminal penalties oomisiing of a fins of up to S1,300.00 and/or imprisonment of tip to one year and civil pemlties in the form of a Stop Work Order and a fine of S 100.00 a day againsl me. For dgnutmtmW u-c-Y p Permit Number Mao--Lot# Sl of Liccnsee&P tmitiee MUY R-3904 T2 FINK 10 1 --&R TFkUSS INUL)SON). U S 4:(1•'33 o Dec l u 199/MiTok Industries.Inc, luo Jan I 3 age 10•� ', 5-9•4 I f1.00 I 1s•z•1z I 22-ao 0-10-0 S-9.4 5-2-12 5.2.12 5.9.4 0.10-0 4x4= 7 4 I 5 y�✓/d�' L C 6.00 FT,- 1.15x4\\ 1.5x4// • .\5 M f! M q{1 7 Ip 0 x6= 10 9 8 3x8= 3x4= 3x4- 3x4- 7.143 I 14.10.3 I 24.0.0 7•1•13 7.8.7 7.1.13 OADINQ fpsf) SPACING 2-0-0 CSI DEFL (in) 80cl Udcfl PLATES GRIP CLL 40.0 Plates Increase. 1.15 TC 0.81 Vert(LLI •0.10 10 >999 M20 197/190 "CDL 10.0 Lumbar Increase 1.15 8C 0.77 Vert(TLl -0.25 8.10 >999 ICLL 0.0 Rap Stress Incr YES WS 0.36 Horz(TLI 0.06 6 n/a :COL 10.0 Code SOCA/ANS196 Min Length/LL defl = 240 Weight:77 lb UMBER BRACING "OP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-1-9 on ccntor purrin spacing. ;OT CHORD 2 X 4 SPF No.2 SOT CHORD Rigid ceiling directly applied or 10.0.0 on centdr bracing. VESS 2 X 4 SPF Stud LACTIONS(Ib/elze) 2=1400/0-5-8,6=1400/0-5-8 Max Horz 2--61(Ibad case 4) ' N13x Uplift2=-60(load case 6),Ere-50110ed eaaa 6) 'ORCES(lb)-First Load Cece Only 'OP CHORD 1-2=18,2-3=•2069,3.41•-1826,4-5=-1820,5-8=-2069,6.7=18 TOT CHORD 2-10.183(3,9-10=1250,8.9=1250,8-3=1838 VEBS 3.10=•453,4.10-672.4-8-672.5-8=-453 TOTES : )This truss h--k--been designod for the wind toads generated by 80 Mph winds.-at 3S ft above ground level,using 7.0 psf tap chord dead load and 10.0 pal bottom chord deed load, 100 mt from hurricano ocoanlins,on an oecupancy category 1,condition I enclosed building.of dimensions 45 ft by 24 1%with exposure C ASCE 7.93 par SOCA/AN5195 If and veft)eals or cantilevers exist they;are exposed to wind..If porches exist,they are not exposed to wind. The lumber DOL incroaso is 1,33,and the plate grip increase Is 1.33' ') Unbalanced snow loads have been considered for this design. All platns pr9 M20 plates unlace otherwise indicated. Provide mechanleal connection(by others)of truce to bearing plat. capablo of withstanding SO lb uplift t joint 2 and 50 lb uplift at joint 6. Thia trust hac been datignad with ANSMI 1-1995 criteria. OAD CASE(S) Standard - Z srFPHENw. o CABCER rn - CIVIL -.6 ,p No.31927. y 9 J 190c;i o�FS C7Srt'Sp'��4�'� 4. n JAN 14 1998 TvtxMNO-v .r•(/y d..fg*parn,,..eer:artrt xrav rrotas oF7I=dND Rl!17S7tS'S"6M2 nt>t'O.RE t/sa. •. •••,rWm M1 Deatbn voed tot use only wsh Mutt eonnecfoff•-fki0io Vufi Is based only upon bbameten stawit,and it for on hdblduol bvsdho component b be Inrtored and boded wrlk ky. AppaeobMy or design pardrnaten and Prop4(InfafpOtotbff ot•COmponenl Is mtoonstbaty of buedlno deslpner-"I li'm ' desl2net.sroclno shown h for Wef01 supporf of.ltdNbu01 alit)fnembefs only.A6altbroal temporory broC4tp to haute slobaey durliv coneiuctbn Is the '-pontlbefy of the ereCfef.AddltV^61 perfnonenl t-Inj of f"areal shvefure Y IM f"pOnrit)fy of the 1,.Wk+a cf-kj-Pot g-,.t putdance fegordlnQ fob4--olbn.quoely Control,sloroge,deffvery,efectlon and blocIno.ccedus an-ae ouamy 91at�dotd,091-89 llrocing:pecMCatton.and mz.al M iTet k® t+en ef dana frufanq one Vaginal e.ent ome^doflon oros b T abta hom T, r Plot,Yana,,,,Sal ip'Onoe om*."3dbom wl aJe. EO 'd I6RR99I5 'ON Xd.d NO5anH Ssna nd Wd C920 3AI 86-01-NVW 1H-3904 T1 (FINK I1U 1 J - 7tTRU�� 0dT7SAT�tQ�3QirftY1253 !1463 u ac I b 1WOI MiICk 1n4JU4trioLL,IINC. I ue J, �+STII df"fSlDit'1 T' tO-V -- --- e-9.4 I 13-a0 _-- _ I 19-2-12 — 26.0.0 2t4.10 t0 0-10-0 6-0.4 0.2.12 8-2-12� 6.9.4 0.10.0 4x4= - 4 S'JL v�ll 6.00 rfy 1.6x4\\ ( 1.5x4/ } ,. 73 ivs� 1 L� I ! (7 B M 7a 6 4x5= 10 s 8 4xS= 3x4= 3x4- 3x4; 8.10.3 I 17.1.13 --- 8.10.3 li 3 11 8.1Q.3 - — ate Oflsafe - ,e to o _ _OADING(pef) SPACING 2-D-0 CS) _ DER (in) (foc) Ildoil PLATES GRIP FCLL 40.0 Platers lnernate 1.15 TC 0,89 Vart(LL) -0.13 10 >999 M20 1871190 rCDL 10.0 Lurnber lncreasa 1.15 BC :0.98 Vort(TL) -0.34 8-10 >S12 l3CLL 0.0 Rep Strets Inor YES W8 .0,40 X Halt(TLI 0.08 8 We BCDL 10.0 Code SOCAJANS)95 J! Min Length 1 LL deft= 240 Weight:91 lb LUMBER DRACINO TOP CHORD 2 X 4 SPF 1850E 1.612 TOP CHORD Sheathed or 3-2-13 on oeniar purlirl spacing. COT CHORD 2 X 4 SPF No,2 ;;' BOT CHORD Ripld oeiling directly applied or 10-0-0 on eontor bracing. WEBS 2 X 4 SPF Stud REACTIONS((blaize) 2-164010-5.8,0=1040/0-5-8 Max Non 2=-720oad caad 4) • Max Uplift2=-51(load case 6),6=-51(load case 61 ' FORCES 0b)-First Load Case Only i TOP CHORD 1.2=18. 2-3--2467,3.4=-2113, 4-5=•2113,5-6--2457,6-7=18 SOT CHORD 2.10=2183,9-10=1490,8.9=1490,6.8=2183 l WEBS 3.10=-546,4.109745. 4-8=745, 5-8=-54S NOTES 1)This tru=hat:been designed for the wind loads gonereted by 80 mph winds at 25 it above ground level,using 7.0 pc(top chord dead load arld 10.0 pat bottom chord dead lead, 100 rnt from hurricane oaearllina,on an occupancy category 1,condition 1 enclosed building,of dimensions 45 it by 24 It with exposure C ASCE 7.93 per BOCAJANS195 It and vart;calrs or cantiloyore exist,they are exposed te'wind' If porches exist,thay arc not exposed to wind. The lumbor DOL incroase ;s 1.33,a„d the plate grip increase is 1.33' 21 Unbalanced snow loade have been ooncidorod for this design. 3)All plates are M20.plates unless otherw;so indicated. 4)Provide mechanical connection(by others)o�truct to bearing plate capable of Withi timdind 51 16 uplift at;o;nt 2 and 51 lb uplift at Joint U. 5)Thls truss hac been dee;gned wish ANSUTP(1-1895 criteria. LOAD CASE(S) Standard :11R OF M�SSq " tea STEPHEN CABLE R r" v° CIVIL y ND.31927a STS JAN 14 1998 tr,txNWO. . '. ,�► .{ht 4ffff0R pananti[m and la:C'.lD NbTSS ON 27tIS AND REVS7tS1S''ffi7DS IIS101ta tr8C'.;:: 0e1fOn Vold tot use Only Wen fAt4k CCnnectom fhl(d igii.k bared o(tty'upon paiamNs,t"'It,r(rpwn,arsd k for on hdhktual bustling component to tx - h+brad and boded vwdlooly. Aposaabslly of dsdpn poll—to,s and Psapw kwrirp toliall'oCcomponent It responobAlly of binding dwsIgnar-not hun desgnet,er4erna shown it foe Welot w000rt O1 tldMduol Web members only.AddWr4t IMtpefoty bracing to Insure stabory dutha eotldtuction It the, rs+pomblGly of the•,r eto,,Agdlbnof potmonMf brocs of the evsml 91fuCIUM Is th-'f40tpo,xbary of the buldha deslo"f.For pene,al OuldonC, rapordtnQ lobrtcaran.Quany COMM(Hordpe,defy*y,M*ctbn and brccIrx&eensug ernes eerily ltondard,D-TI-80 irvckV na 9paelrteanon,and HN-71 R i�A r_k® Handtt ln,foltIrV and araoll,41* swim—datbnevol ab o tram ntnr Prof* lutr.,etJ D'Onotrb Olt".Moolton,Wlbl71V. M e b0 'd t 6HH99 f 5 'ON Xdd NOSCH Ssnn ad Wd £S T Zo inj 86-0 I-Nvw '0�,�;,�� �► �y � 2 PCs of 1.75" x 14" 1.9E Microllam® LVL 1-J-Beam" v5.03 Serial Number:707203662 3EAMUSA 1111 3/11/98 10:22:20AM Page 1 of 1 Build Code:041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0 Roof Slope: 0 I� 121 17 _GADS:All dimensions are horizontal. Product Diagram is Conceptual. Analysis for HEADER MEMBER Supporting ROOF Application. Tributary Load Width: 15' Loads(psf):20 Live at 125%duration, 15 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 plate 3.50" 3.5" Left Face 2550/2028/4578 Detail R1 SB Shear Blocking 2 2x4 plate 3.50" 3.5" Right Face 2550/2028/4578 Detail R1 SB Shear Blocking -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s): R1. )ESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 4488 3792 11638 Passed(33%) LT.end Span 1 under Roof loading Moment(ft-lb) 18699 18699 30323 Passed(62%) MID Span 1 under Roof loading Live Defl.(in) 0.368 0.556 Passed(L/543) MID Span 1 under Roof loading Total Defl.(in) 0.661 0.833 Passed(L 1303) MID Span 1 under Roof loading -Deflection Criteria:STAN DARD(LL:L/360,TL:U240). 4DDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. Not all products are readily available. Check with your supplier or TJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above. Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Design assumes adequate continuous lateral support of the compression edge. Note:See TJM SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available RUGG LUMBER CO.-DIVISION OF RUGG MANUFACTURING CO. GINGER 24 WEST ST. WEST HATFIELD,MA 01088 413-247-8300 413-247-8338 ,opyright®1997 by Trus Joist MacMillan,a limited partnership,Boise,Idaho,USA. TJ-BeamTI is a trademark of Trus Joist MacMillan. Acrollam®is a registered trademark of Trus Joist MacMillan. 10. Do any signs exist on the property? YES NO 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 cclu= to be filled in by the Buildiag Uepartmnnt Required Existing Proposed By Zoning Lot size Pr f t% ST 3 Frontage Setbacks - frnnt 35/ 3 C> - side L: C R: s-= L: R: 3S' U - rear Building height Bldg Square footage %Open Space: (Lot area minus bldg &paved parking% # of -Parking Spaces # (of Loading Docks , Fill: -(volume--& location) 4" .4b A6- 13 . Certification: I hereby certify that the information contained herein G is true and accurate to the best of my knowledge. DATE: t e h O' APPLICANT's SIGNATURE 3 2-j NOTE: Iss a e of to zoning permit does not relieve an app ioa Ys ur en to ly witty-all zoning requtramants and obtain ail required permits from the Boa Health( onservt2tion Commission. Department of Publio Worku and other applioable per granting authorities. FILE # 2 41,998 File No. 3J ZONING PERMIT APPLICATION (§10 . 2) PLEASE TYPE OR PRINT ALL INFORMATION 1. Name of Applicant: _30t(t-- - .- I L-��144 IJ S IS r Address: EC) l VX 2v z, Telephone: �' y L 3 P 2. Owner of Property: Mtn IA� 1.4 , " t C-� S/t t Address: �[) P�G1C ��U 2 H�� ( Z,jY� Cc Telephone: S y 3. Status of Applicant: _� Owner Contract Purchaser Lessee Other(explain): 4. Job Location: YLV*�hv L_ n-,j C (_&-c <7 luv E /,f�Yvn P?�7�i sir Parcel Id: Zoning Map# -' Parcel# A, District(s): (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5 Existing Use of Structure/Property e vt t t f3/,-j U r -G r- 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): c2l•T14 Pf7,1WzlH�'b 7. Attached Plans: ,4- Sketch Plan yC Site Plan Engineered/Surveyed Plans Answers to the following 2 questions may be obtained by checking with the Building Dept or Planning Department Files. S. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW A YES 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 x 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 I AZ APPLICANT/CONTAeCT PERSON: J fy-�oG ADDRESS/PIIONE: ' � PROPERTY LOCATION: f 2x ff MAPS PARCEL: 42 Z11F, ZONE THIS SECTION FOR..OFFICIA.L USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE 7.0NINC,FORM FITLE-11 OUT pe Paid d' t ` p'G f Pin T FOLL G ACTION HAS BEEN TAKEN ON THIS AP ICATION' Approved as presented based on information presented Denied as presented: CY—, vt\� Special Permit and/or Site Plan Required under: § PLANNING BOARD ZONING BOARD Received &Recorded at Registry of Deeds Proof Enclosed Finding Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed I/ Variance Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability A`pptroval-Bd of Health Well Water Potability-Bd Health !Permit from Conserve ' Commission A�,e, Z-4:ge- '17 Signature of Buildij tor Date NOTE:lusuanoe 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, Department of Pubiio Works and other applicable permit granting authorities. z On •on Z °, g a b �' cWi, O �Yo ° tn.c7 � O R (D � �„S'• N � � � W i! r..r su c-r y aN c� C � o C a r 5 CD o 'A b t m m o A- g p t D N IQ a ° On P. �. 0 OW rot- 0 y � xn O La C E R ,r 5 S OD �• Fry C7 ;r1 �: K3' � CCCt77. R• r� r�"� � Q' rte, W l M1 k�"' s p p � ►•y � � N � ll, �' S �n s p O ►b b V1 J � 1.� R• :3 O Poo 410 °O G y try o ) i O, -.. i. y � k F t _ � , 3 k ,11 ,#L L X - - R x - }Is, 1 An—WAX'`tm' t w'3 I €'�. m�.1't x4 $ w - ,22222­�77777777 �' ,�,� ,���', Y no Aff awnw,Y�-V _9�', ,,,��,�, ,,�:�—�� ,,":-,-`,-�,,:,�,-,s, 6 �' ask 'r �.. a ) , #:. +_ F {: 3 a 1,f d $, 41 4,'F '/ € ry..v "I: 1 f� 'C 4 #- "I"A SX , q k , § � - at' � ' 11 Q "., - f F6 Y tF ' Y S ,; 2 S .. .,� r { Y '� d„m, N .1 1 # �� s E t, a.= ,f7&.� `"ae ,pro r 6.k A 4n't'.y44 T n IS »:, ,� f; 11 1 ,- 0 �a " x ,} I 11 �� . a aM,.�- s , ,� r 'a4 a r .;„m,a. a 11 r t X75 11— b �Xy, X N jd �i $ d u } & t �.' FFFF xt 3k w ' 4. x a r r ' kt" �s '«'. " �x r I ''' .. ,�� t n 'x IN +': ,n ''q 4 i✓ ?ti 's§ v �it 11 , ' . 5 . n , % ". , 'Al Owe Lno D 0 `� �°. � �o � °• can c (!� n OKD t j O `i' Et O OD ED x G fD R. W rt n y rr bd qQ S' UQ < lit. g' CD _ 5 c�wo 1rt ran r. � qq G A 5. ~ 7C ol OWN tr ro Q rt (D ti O tz qQ d ac � c 0 �`�y tz CrQ