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278-282 DERBY STREET - BUILDING JACKET C0p 4) endafle 74520 400/6P4 J i Whitlock 681 Main Street Suite 331 Waltham, MA 02451 Architects 781.647.8008 whitlockarchitects.com Architectural Final Affidavit Project Title Salem Beer Works Project Location 278 Derby St., Salem, MA Nature of Project Restaurant In accordance with Section 116.0 Registered Architectural and Professional Services- Construction Control of the Massachusetts State Building Code,I,William T.Whitlock,AIA, Registration No. 8520,being a Registered Professional Architect,have observed the work associated with the above mentioned permit. Entire Project X Architectural X Structural Mechanical Fire!Protection Electrical Other(specify) To the best of my knowledge, information and belief,the above named project and that Workhas been done in accordance with the Permit and Plans approved by the Inspectional Services Department with the provisions of the 780 CMR Massachusetts State Building Code and applicable laws and ordinances for the proposed use and occupancy. Q � N .0 H w Signature a"n4dR Subscribed and sworn to before me(date) 1419"fG11 /V!� Z 7� N 1 My commission expires JEPl %7 t U J" STEPHEN J.LAWLESS Notary Public Commonwealth of Massaohuseft My Commisswih JEXnires September 17 2015 s _+£'. - Q\Usem\Public\])muments\Bee orks Salem\Correspondence\Final Al6davit.doc 1 of 1 3/14/2011 Certificate No: - --- - - -- - - ---- - ----- - -- ---------- -- Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the Restaurant located at Dwelling Type 278-282 DERBY STREET in the CITY OF SALEM ...- - - Address � Town/City Name - IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Renovations to Down-size existing Dunkin Donuts Store This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires -, unless sooner su n ed or revoked. Expiration Date 1 Issued On: Wed Apr 6,2011 .. -.. . Wit.►-�,t'� i^�� GeoTMS®2011 Des Lauriers Municipal Solutions,Inc. ... . --..... -------------- --.,---.............__.. . 278-282 DERBY STR 516-11 GIs a 1432 _ C( Mn.. 11"EVEIALTH OF MASSACHUSETTS Map 35 Buck: CITY OF SALEM Lot: 0267 , Category: ' RENOVATIONS Pemlit# : 51611- BUILDING PERMIT �I?oject# JS-2011-00055L— . 1 IEst. Cost:- . $90,000.00'; !Fee Charged: $995.00_ J Balance Due:` $.00 PERMISSION IS HEREBY GRANTED TO: Const.- _ +Contractor: License: Expires Use Group: I l Wallace Construction Lot Slze(sg.ft) 29334.1752 Zon� m BS' :� ^ :Owner: OSGOOD GEOR ;E K, OSGOOD MARIE E WALSH ---g IUnits Gained: lApplieant: Wallace Construction Units Lost— AT: 278-282 DERBY STREET 'Dig Safe#: , s ISSUED ON: 20-Dec-2010 AMENDED ON: EXPIRES ON: 20-Apr-2011 TO PERFORM THE FOLLOWING WORK: RENOVATE DUNKIN DONUTS AS PER PLANS jbh POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing 9/1 Building ot 1rIV Underground: Underground: � lJndergroi J: /P1'�� Excavation: Service: Meter: \ 'l Footings: IRough:�/a ��J. Rough Rung Foundation: Foundation: Final: / r% Fin Final:h7/.`/ /' Rough Frame: T � Q `-[1 FircplaceiChimner: D.P.W. Fir /"C+" '� Health Insulation: Meer: Oil: [T` / / 1( Final Nouse# , Smoke: 1 u/ Treasu rv: Water: Alarm: Assessor Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIMTIF ANY OF ITS RULES AND REGULATIONS. Signature: 44 - JAN .er. Receipt No: Date Paid: Check No: Amount: BVY7iEll 5'1 eB10TFi7i R C2,Ql1-000651 20-Dec-10 3881 5995.00 AR���OR PERIODIC INSPECTIOt- u � ,r, CONSTRUCTION.SEE CURRENT BUILDINI,,,COLE e^ a �',... 'A i!+ Occupy CHAPTER 1 FOR LIST OF REQUIRED INSPECTIONS. osca i' Occupy CALL976-619-5641 TO SCHEDULE AN INSPECTION �� ehr9 e GeoTMS®2010 Des Landers Municipal Solutions,Inc. rN, F� Certificate No: 204-11 Building Permit No.: 204-11 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the Restaurant located at Dwelling Type __ -.--._-_..-_-_ 278-282 DERBY STREET in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY CUSTOM HOUSE ROTISSERIE This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires unless sooner suspended or revoked. Expiration Date - ---- Issued On:Fri Oct 1,2010 ,--- - - - - - 4 ---- ---- ------------------- -- -- - -- ----- -- -----.- .A_-7.4 GeoTMS®2010 Des Launers Municipal Solutions,Inc. a'.. ...................._---..-----------_-_----_------------------ - _-.---_ 278-282 DERBY STREET 204-11 la3z COMMONWEALTH OF MASSACHUSETTS 'Maps BICITY OF SALEM Lot _ 0267 Category REPAIR/REPLACE 'IPermnrf 204-11 BUILDING PE1 RMI1, Project# IJS-2011-000201 r --- -- !Est.Cost; 1$24,000:90 'Fee arged: 269.00 Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor. License: Expires Use Group:_ - PETER STROUT Gen.Contract6r/Code IG-022467 Lot Size(sq.ft.): 29334.1752 :zonina: 'B5 Owner: OSGOOD GEORGE K,OSGOOD MARIE E WALSII rnitsGained:--T Applicant: PETER S'IRGiJ'i Units Lost AT: 278-282 DERBY STREET Dig Safe#: J ISSUED ON: 01-Sep-2010 AMENDED ON: EXPIRES ON: 01-Feb-2010 TO PERFORM THE FOLLOWING WORK: MINOR REPAIRS TO REFIT FOR(NEW RESTAURANT)jbh :e POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas-,'` Plumbing Building Underground -;.. i'nderground `" Underground: Excavation: Service: Meter: -17. - �4��'�- Footings: Rough: Rough: ,VC l t- Rou�h ®(/��� ff Foundation: Final: �G%i Fiva1 4 Fina " Rough Frame: {� (n /� Fireplace/Chimney: _ FMeter. FireInsulation: Oil: C� nal: IHouse N Smoke: Water: Alarm: 'txSS£SSui J Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM N y�I�OLATIO,]V OFF ICTS " RULES AND REGULATIONS. /J�/ Signature: Fee Type: Receipt No: to Paid: ' Check No: Amount .. BUILDINGq��p R C 2 111 (;O. �Ie. df-Sep-10 3244 S269.00 /'Y i - a GeoTMSO 2010 Des Landers Municipal Solutions.Inc. CITY OF SALEM PUBLIC PROPERTY � + DEPARTMENT IJ,IBIFIRI.CSY DRIS<OLL ALAYOK 130 WasFuNG, ON SrHcr_r* Sni-rani,Alnsacricscrrs 01970 11a:978-745-9595 4 FAX,978-740-9846 VIOLATION NOTICE f ikOPERTY L0CATI0N.278,DERBY STREET r March 3, 2008' I I1L Y i S 1 s S y�Dd Salem Beer Works 278 Derby Street Salem, MA 01970 Dear Business Owner; The above listed property has been found to be in violation of the following State Codes and/or City Ordinances: City of Salem, Code of Ordinances, Chapter 22, Section 2, disallows noise across a real property line between the hours of 11 pm and 7 am. The operation of truck based Commercial Carpet Cleaning Equipment would fall under this section. Currently this operation is being performed between the hours of 11 pm and 2 am, in violation of this Ordinance. City of Salem, Code of Ordinances, Chapter 24, Section 23, disallows the filing or empting of dumpsters between the hours of ll pm and 7 am. Currently,your dumpster company is servicing this dumpster between the hours of S and 7 am, in violation of this Ordinance. Said violations must begin to be corrected, repaired, and/or brought into compliance within 2 days of your receipt of this notice. Failure to do so may result in further actions being brought against you, up to and including the filing of complaints at District Court. If you have any questions regarding this letter, please contact the Building Inspectors Office at (978) 745-9595, extension 5643. Sincerely, /'A9§istant Building nspector/ Local Inspector CC: file, Mayor's Office, Fire Prevention, Health Dept., Police Dept., Councilor McCarthy. OP-2002-0007 Building Permit No.: 804-2001 Commonwealth of Massachusetts City of Salem BUILDING,ELECTRICAL&MECHANICAL PERMITS DEPARTMENT This is to Certify that the Restaurant located at Dwelling Type 0278 DERBY STREET 282 in the CITY OF SALEM Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Cilantro Inc Mexican Restaurant This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires -- -- unless sooner suspended or revoked. Expiration Date Issued On: Mon Jul 16,2001 --- -- -w --------------- ---- - ---- --- 'V-"�-- - GeoTMS®2001 Des Lauriers Municipal Solutions,Inc. ----------- 0278•DERBY STREET 282 804-2001 Gis#: 1432 COMMONWEALTH OF MASSACHUSETTS Map 35 CITY OF SALEM Block: Lot: 0267 Permit Building`. Category: 437 Nonresidential:ad BUILDING PERMIT Permit# 804-2001 Project# JS-2001-1596 Est. Cost: $53,000.00 Fee: $530.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Michael T. Asaiante Lot Size(sq.#t): 29334 i Owner: OSGOOD GEORGE K Zoning. BS Applicant: Michael T. Asaiante Units Gained: AT. 0278 DERBY STREET 282 Units Lost: ISSUED ON: 14-May-2001 EXPIRES ON. 14-Nov-2001 TO PERFORM THE FOLLOWING WORK: IF Permit } }r� "� � Restaurant fit up per plans submitted. T.J.S. Cal for P`,1i11I6 `U GI ' � POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: - Service: Meter: Footings: Foundation: Rough: r }+ Rough:WvzL� ���House# v (1 Rough Frame: ® Final• % l / Final: //0/ Fireplace/Chimney: �(�j0 I C " Insulation: '_ l Gas Fire De artment Board of Health Final: .�ivwyct Qt� Rough: 7// G Treasury: dol • O.0 2/3-0/ Final {` �tA��'� Smoke: Excavation: THIS PERMIT MAY BE ROOKED BY THE CITY OF SALEM TN.Y1,OLATION OF ANY,,OF ITS RULES AND REGULATIONS. Signature: " Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2001-001766 24-Apr-01 1189 $530.00 GcoTMS®2001 lies Lauriers Municipal Solutions,Inc. 178 DERBY STREET 282 225-2000--- -11S#. 1432 COMMONWEALTH OF MASSACHUSETTS t cap: 35 CITY OF SALEM ,flock: Lot: 0267 Permit Building': Category: 437 Nonresidential:ad BUILDING PERMIT Permit# M-2000 Project# JS-2001-0420 Est.Cost:,", $150,000.00 Fee: 1 $1,505.00 PERMISSION IS HEREBY GRANTED TO: Const"Class Contractor: License: Use Group: Wallace Construction General Contractor-Salem#1365 Lot Size(sq:ft): 29334 Owner: OSGOOD GEORGE K Zoning: B5 Applicant: Wallace Construction Units Gained: Units Lost: AT. 0278 DERBY STREET 282 ISSUED ON: 29-Sep-2000 EXPIRES ON. 29-Mar-2001 TO PERFORM THE FOLLOWING WORK: Tennant build out for Dunkin Donuts per plans submitted.T.J.S. Call for Permif to Occupy POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Undergroundy/,'{f^1bpp1p'�b" Service: or- a f�P�; Meter: Footings: OW✓ Rough'P/� / –p• — Rough: 10 la to 40 O House# Foundation: 01*1 / Final:l/(�- / Final: �l9ROou(�he: Firep lac mneey Gas Fire Departure t Board of Health � I/D r Insulation: Rough:r_ 0 a/;' >'�� Final: Final: O Smoke: ' Treasury: /)/o / l —ave r 11 y: THIS PERMIT MAY BE R VOKED BY THE CITY OF SALEM LJP,QVIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee Type: Receipt No: Date Paid: Check No: Amount: BUILDING REC-2001-000527 27-Sep-00 5032 $1,505.00 GeoTMS®1998 Des Landers&Associates,Inc. Sa.t:em Fite Department. APPO!NTMENT FOR SINAI. APPOMTMENT FOR FINAL FZi to P3evemt•i,on BuAea:u INISFECTION MUST H INSFECTION MUST BE 48 La4ayette St-eeet MADE AT LEAST ONE WEEK MEDS AT LEAST ONE WEEK SaBem, Ma 01 970 AFIE;;D--_---............... (508) 745-7777 �- FIRE DEPARTMENT CERTIFICATE OF APPROVAL FOR BUILDING PERMIT In accoadance wdth the pnovt-64.on6 o4 the M"4achu.6ett.6 State Bui.e 'r.,i.ng Coda and. the Satem Fine Code, application i,6 heteby made 4on appAovaC o4 plan, and the i-64uance 04 a cent-i.4,Lcate o4 appn.ovat 4on a bui -dl.ng penm-it by the Sa-Cem F,te Department. (Rei. SeetLon 113. 3, Man4. State > ag. Code) Job Lvca ti.vn: �7 Q �r1 _ ,/1 �� L` �/ U OR / CJ 1/ I�N� r f�/�7�� __ r/ ST F^lA< Low eat/Occupant: �)e) W &z4A0✓;A9df-> uLO.S Sweep EtectLtcaC Contractor.: Fine Suppe-6.6ton Cont.%aeto/L: S,�qnatuA.e o,6 ` Phone #: 43? mo--7 Ad tr%".6 o4 C-i ty or. AppPicant: X546 !A ) 7-✓ Town: Appr.ovat date: CertZ44c.ate o4 apptovaC .i.6 heteby 'granted, on approved ptan,6 or. 6ubm-i -taZ o4 ptoject detmttte, by the Satem Ft to Department. AZ2 ptan,6 ate approved -6o-Ceey 4o2 -i.dentt4tcati.on o4 type and tocatton o4 4-ine ptotect-ton device and equipment. AZ2 ptan,6 are .6ubjeat to appnovaC 04 any other authon,ity havtng jutZ-6diction. Upon comptet-ion, the appt' cant on 4nztatten(-6) ahatt ,tequP 6-t an tn-6pect-Zon and/o t te.6t o4 the 4Za pn.otec tion deutc" and equipment. ( ** FOR ADDITIONAL REQUIREMENTS, SEE REVERSE SIDE ** ) 0 New eon-6tnuc tion. Property tocation hc" no compZ-Lance with the pn.ov.i,6.ion.6 o4 Chapter 148, Section 26 C/E, M. G. L. , r.etatLve to the .cn.6ta.Eati.on o4 apptoved 4-ine aEawn devtce-6. The owner o4 th i-6 property t4 �Lequ.ined to obtain compta.ance " a condition o4 obta.i.nZng a Bui -d,i..ng Permit. Property -eocat•ion .i..6 to eompZianee w.cth the pr.ovi-6-ion.6 o6 Chapter 148, Section 26 C/E, M. G. L. ExpZ,ta tl.on date: by ur _C� d Fee due: under 7 , 500 Sq. Ft. 7 , 500 So. Fn. Q. .t. oa.zger. - X5. 00 Form #81 (Rev. '0/90 ) FIRE DEPARTMENT CERTIFICATE OF APPROVAL FOR BUILDING PERMIT In compliance with the provision of Section 113.5 of the Massachusetts State Building Code, and under guidelines agreed upon by the Salem Bldg. Inspector and the Salem Fire Chief, the applicant for a building permit ---- shall obtain the Certificate of Approval (see reverse side) and stamped plan approval from the Salem Fire Prevention Bureau. Y "i LU Said application and approval is required before a building permit may be z 3 issued. The Massachusetts State Building Code requires compliance u m w approval of the Salem Fire Department, with reference to provisions of o oz Articles 4 and 12 of the Building Code, the Salem Fire Code, Massachusetts General Laws, and 527 Code of Massachusetts Regulations. z a ; l f _J The � O The applicant shall submit this application with three (3) sets of plans, L drawn in sufficient clarity, to obtain stamped approval of the Salem Fire 6W cd m Department. This applies for all new construction, substantiala L "n alterations, change of use and/or occupancy, and any other approvals ¢ z z required by the Massachusetts General Laws, and the Salem Fire Code. Exception: Plans will not be required for structural work when the proposed work to be performed under the building permit will not, in the opinion of the Building Inspector, require a plan to show the nature and character of the work to be performed. Notice: Plans are normally required for fire suppression systems, fire alarm systems, tank installations, and Fire Code requirements. Under the provisions of Article 22 of the Massachusetts State Building Code, certain proposed projects may not require submission of plans or complete compliance with new construction requirements. In these cases, provisions of Article 22, Appendix T, and Tables applicable shall apply. This section shall not, however, supersede the provisions outlined in the Salem Fire Prevention Regulations, Chapter 1489 MGL, or 527 Code of Massachusetts Regulations. All permits for fire code use and/or occupancy shall apply for the entire structure; Y fire alarm and/or smoke detector installation shall apply to the entire structure based upon current requirements as per Laws and/or z w Codes, but the existing structure may comply with regulations " m r applicable for existing structures. o U? i Z Notice: Sub-contractors may also be required to file individual applications for a Fire Department Certificate of Approval o for the area of their work. Such sub-contractors shall file Z: 5) c an Application to Install with the Fire prevention Bureau o prior to commencing any work for those areas applicable. a Form 81X (10/90) ' S L� Ma outs ac .. ru.Q.we .: A(ehaatDukaitts wwmae J� (R „�iraiir co»., ar Kenum Tsutsnmt �areaw. ..:r�aeiitaei�rei OZlOd Chaitmaa too Chutes J. Ofneso �4ttsteattatar MEM0RAN0U ?vt AM 8u"ae OcoaraomtarMute 23whttaa tnsoc=rz FROM: Chula J. OlaCC o.Admmntrator DATE: OrYoaer 11. 171SS SUBJELT. Mt:r. c4tr. S*sd. Aedes n.had. 19 lir the nen nr 19" TTIC saaye.meduoam statute reaueres east ucaris rauurna tram Inc ucmoauon. roaoumemmI audi a ,,r slues atterssroa u7 a nuiuline ur structure ne ursoosea (it In a nrmnetty tit=== low r Ow aauty as uefaeu ov mGL X111. SlIaA anu Inas nutrurae permm ur umasa arc at uratmtYO Sam ,d Inc taouty at wntcn Inc azul dcam a all tie ursrrtssed. 'HIS REOUIRni MMOES NC APPLY TO NEW (-CN=t UC .ON. In um r to srmmtty Inc process and ut nrrmuc uarturmtty. we arc atrae>uae a kmor ut a mm woo 1t V8 C:'--rcmmut=aaa usd as it Is sins Inc tpmarertaa turm wttl aC 3[iaCard to Inc arty aw«lW permrtts or ttccime or rep muco; it an n7ur icuemcmis. n CSC at maaratlle.CommtdOIIL Inuustrrar.ur mmets-unit lousing eonstruerron.Inc contracmum ter mm ins uummser suamntrz=r at Inc Itmc III Inc outiWna 17crmrt anQrrauan. .n sued Ciaa.thOiU@C=j3M ,It an Affidavit as tie usm. the commete taw is cans ineIn Inc Nr7vemtier Issue tit CODEWnRI3 wnlrn wilt ne lnatld 10 Will to to nest two Weems. Ir vna snoura nave any uuaann. -,tc=c sot us know. JMA= AFF7DA VIT As a result of the provisions of MGL c 40. 554. 1 acknowledge that as a condition of Building PerMt Number all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a oroperiv licensed solid waste disposal facifity. as defined by MGL c 111. S 150A. 1 cenity that 1 will notifv the Building Official by Cr Wo months manmumt of the location of the solid waste disposal factlity where the debris resulting from the said construction actmty shall be disposed of. and 1 shall submit me ap ropnate tom for attachment to the Building Permit. ate Signature of Permit Appik= (Print or type the following miotmauonl Name of Permit Apphemt �,z� ��D S lC Firm Name. if any ,�aaress In a®raance with the provisions of MGL c 40. S 54. a conduion of Buildine Permit Numcer a that the debris resulune from this work snail be disposed of in a property ho=to solid waste disposal facility as defined by MGL c 111. 5 150A -Me debris will be disposed of in: 0 INC , , gg VFlf/) s,r (LGauon ofFacility) 72A 54 Lure of Permit APphtant (�4t6qpt&-170V /o q Date y No. q13 I City of Salem j///' �Warrd 1 i/ _',�-� Vim//— A ( @ L oC6r APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1, It, /it, IV, and IX. I. AT(LOCATION) �97 DE2f3v f rp/1-�` ZONING LOCATION 1NO1 (STREET) 1 L-r'e`v DISTRICT _ OF BETWEEN t `►�A/ I C-f�l�.l�/ AND ✓It�l�' �. BUILDING (CROSS STREET) (CROSS STREET LOT - SUBDIVISION LOT BLOCK SIZE II. TYPE AND COST OF BUILDING -All applicants complete Parts A -D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE 1 ❑ New building Residential Nonresidential 2 ❑ Addition(If residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational housing units added,it any,in part D, 13) 19 C] Chmch.other religious 13 ❑ Two or more family-Enter number 3 Alteration(See 2 above) of units ..._.................................................. 20 ❑ Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel.motel,or dormitory- 22 ❑ Service station,repair garage Enter number of units .......................-. 5 ❑ Wracking(0 muttaamilyresidential,,enter number 23 ❑ Hospital,institutional of units in budding in Part D, 13) 15 G ! narane 24 ❑ Office,bank,professorial 6 ❑ Moving trelocatonl 16 ❑ Carport 25 ❑ Public utility 7 ❑ Foundation only 26 ❑ School,library.other educational 17 ❑ Other-Specify 27 ❑ Stores,mercantile _B.OWNERSHIP 28 ❑ Tanks.towers 8 IR Private(individual.Corporation,nonpmfR 29 Other-Specify institution.etc.) h 1 9 F1Public(Federal,Slate,or local government i rip /plerer, C.COST (Omit cents) Nonresidential-Describe in detail pmposW use of buildings,e.g.,food processing plant machine shop,laundry building at hospital,elementary school,secondary School,college, 10. Cost of improvement ....................................... $$ parochial school,parking garage for department store.rental office building,office building at industrial plant If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost _ aElectrical........................................................................... b. Plumbing................_........................................................ c. Heating,air conditioning............................................. d. Other(elevator,etc.)._.............................................. 11. TOTAL COST OF IMPROVEMENT $ R-15� Oba.e III- SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J& M,all others skip to IV E. PRIN�plC(IPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G.,,TYPE OF SEWAGE DISPOSAL I. TYPE OF MECHANICAL IL`t 30 Masonry(wall beadrg) 35 X Gas 40 ❑ Public or private company Will there be central air 31 Wood frame 36 C] Oil qt ❑ Septic eptic tank,etc.) conditioning? 32 ® Structural steel - 37 ❑ Electricity 4q ® yes 45 ❑ No 33Reinforced Concrete 38 H Coal H. TYPE OF WATER SUPPLY ❑ ❑ Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 9 Public or private Company 46 ❑ yes 47 R No 43 ❑ Private(well.cistern) J.DMENS )NS TW M. DEMOLITION OF STRUCTURES: 48. Number of stones._1�!�'.� --...._..._..._...._..._.. 49. Total square feet of floor area Has Approval from Historical Commission been received all flowm based on exterior 7 fl,5O0 S•Ft for an structure over fifty 50 dimensions ................___..._..._._................._...... . Y ftY( )YeafS. Yes— No_ 50. Total land area.sq.K ft.to.QO.... ..po Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed .................._........................................... HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. outdoors........._.__...._..-_-...._..._........................._. --=--x----- Yes No L RESIDENTIAL BUILDINGS ONLY Water: Electric: 53. Enclosed............_._..._._..._........_......... .........._..._.. .. E Gas: __._.._ .. .. Full......_._........................_. Wer: " sa. Numberns DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED b °0 Partial............................._. BEFORE A PERMIT CAN BE ISSUED.. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ No-X (If yes, please enclose documentation from Hist Com.) Conservation Area? Yes_ NO—K (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes_ Nox— Is property located in the S.R.A.district? YesL No_ Comply with Zoning? Yeses No_ (If no,enclose Board of Appeal decision) Is lot grandfathered? Yes_ No X (If yes,submit documentationlf no,submit Board of Appeal decision) If new construction,has the proper Routing Slip been enclosed? Yes_ No_ Is Architectural Access Board approval required? Yes_ Nom (If yes,submit documentation) Massachusetts State Contractor License# !� �� Salem License# I 3 Home Improvement Contractor# Homeowners Exempt form(if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX (6)MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary, please submit CONSTRUCTION IS TO BE COMPLETED BY: in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and stafe LP Code Tel.No. " ph. �tJS �_ 1. A50 mitta Owner or A 402 Lessee - 1 - 2. INV IA7 ST 021 SJ BLlcenseI2 7 connector ilder No. Anylflect or hereby certify that theroposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as hLs authorized a and wee to conform to all applicable laws of this jurisdiction. `I 58r>eture of appl' Address �G��(.7r� Application date 3 DO NOT WRITE BELOW THIS LINE VL VALIDATION Building FOR DEPARTMENT USE ONLY .:plermft number Use Group Building Parnlll issued 9 Fire Grading Building ' 7lso b Live Loading ;pLrmit Fee $ Occupancy Load CerMicate of Occupancy $ Approved b Drain Tile $ l =Plan Review Fee $ t2k;= NOTES AND Data-(For department use) PERMIT TO BE MAILED TO: DATE MAILED: Construction to be started by: Completed by: �� = The Sherwin-Williams Company 900 Broadway Saugus,Massachusetts 01906 (617)233-0670, �.. (617)231-8098- 07 H CL h a „ w:2� Emmet Keays bntrof FIRE RETARDANT era cv wQ MarketManager PAINTS & VARNISHES IU FLAME CWTROEMO. 10-10: Class "A" rated, interior fire suggest Flame Control No.129/130 varnishes be utilized.No. rWardant point.Mine0i spirits reducible.It dries to a flat finish 166 may be topcoated with Fire is primarily designed for use on combustible substrates, Retardant Vat coat to obtain a low,semi or hi-g i.e. ootl,panicle b@�rd,cellulose board,ceiling tile,etc.Can finis A� be overcoated with Flame Control No.40-40,to obtain a low- AME CONTROL NO. 167: Class "A" rated, interior fir gloss finish. retardant varnish overcoat. Available in three sheens, to IZI FLAME CONTROL N0.20-20: Class "A" rated, interior latex semi, and hi-gloss I*). Rated Class "A" when applied a a fire retardant paint.Water reducible.Itdriestoaflatfinishan topcoat over Flame Control No. 166 Class "A" Intumescent is designed primarily for use on combustible substrates.Ca Fire Retardant Varnish. The use of No. 167 improves the be overcoated with Flame Control No.40-40,to obtain a low cleansibility,moisture resistance and overall durability of No. gloss finish. 166. It should be utilized on all surfaces that will be subjected FLAME CONTROL NO. 40-40: Class "A' rated, water to periodic washing or cleansing, and where maximu reducible low gloss(') latex fire resistant paint,designed for t is desired. use on all noncombustible surfaces, i.e. plaster, drywall, FLAME CON - ra e ,Interior/exterior concrete,block,brick,etc.Also rated as a Class"A"overcoat fire retardant varnish. Mineral spirits reducible,designed for for Flame Control Flat Fire Retardant Paints. Dries in use on doors, trim lumber, decorative wood, wood paneling approximately 2 hours, and yields a highly scrubbable- and other hard use surfaces. Retains the natural wood cleansible finish. appearance. Rated as a system,overcoat with Flame Control FLAME CONTROL NO. 111: Class "A" rated, interio black No. 130 Fire Retardant Varnish Overcoat. fire r ible. Dries to a t FLAME CONTROL NO.130:Class"B'rated,interior/exterior Ish. Primarily designed for use on combusts a sur C( fire retardant varnish overcoat.Mineral spirits reducible.Used FLAME CONTROL NO. 6: Is a clear fire retardant oop' as an overcoat for Flame Control No.129,No.130 is available sanding sealer.This sealer is used in conjunction with me in low,semi or hi-gloss. (') Control No. 166 Class "A" Intumenscent Fire Retards FLAME CONTROL NO. 10: Class "B rated, clear fire Varnish. It should be used to seal all new and open grafi d retardant penetrating woodtreatment designed for use on old II woods prior to the application of No. 166. The use of o. 6 weathered and new cedar shakes and shingles.The coating sealer prevents penetration and strike-in of No. 166, ereby penetrates, depositing its fire retardant, water insoluble providing a finish that has film and sheen uniform polymers, deep within the fibers of the wood, thereby �- ME CONTROL NO. 166: Class "A" rate ear satin fire providing long-lasting protection. As this material does not retardan 'sh suitable fora n to interior wood form a continuous film, it will not restrict the normal surfaces. Recommen or wood beams, columns, ceiling expansion and contraction of the shakes and shingles.This and wall paneling. Not recommended for use on doors, treatmentwill add years to the wood's life expectancy,butwill casings or other surfaces subjected to constant handling, as not prevent the natural darkening(weathered appearance)of this varnish is somewhat softer than conventional varnishes. the cedar shakes and shingles. For doors, door casings and other hard use surfaces, we SUMMARY Product Finish Gloss Fire Hazard Number Suggested Coverage @ 60° Rating Of Coats U.S. gal. m'/L 10-10 Flat 5 max. Class "A' one 230 5.7 ti 20-20 Flat 5 max. Class "A' one 190 4.7 40-40 Low-gloss 12-18 Class "A' - one 350 8.6 111 Flat 5 max. Class "A" one 4.4 6 Sealer N/A Class "A"(1) one 300-450 7.4-11.0 1 Satin 5-10 Class "A' two 300 7.4 167 tow,iFSe I Class "A"(1) one600-800129 N/A Class "B" one 7.4 130 Low, or Hi-gloss M Class "B"(2) one 600 14.7 10 Clear N/A Class "B" two 300 7.4 (') Low-gloss = 12 to 18, Semi-gloss = 45 to 55, and Hi-gloss = 85 to 95. (1) When used with No. 166 (2) When used with No. 129. NOTE: OTHER FIRE RETARDANT PRODUCTS ARE AVAILABLE TO MEET MOST REQUIREMENTS, I.E. PAINTS, VARNISHES,STRUCTURAL STEELAND ELECTRICAL CABLE MASTICS,ASBESTOS ENCAPSULATING COATINGS, I CLOTH TREATMENTS AND ETC. `�_ FIRE HAZARD CLASSIFIcOY61 W sIIFIT. The following classifications, based on the ASTM-E-84 (UL tunnel) test results, have been estab- lished by the NFPA, and have been widely accepted by federal, *pJald Igcjf apjh89ges. Class "A" Rating Flame Spread Index 0 - 25 Class "B" Rating Flame Spread Index REIYE Class "C" Rating Flame Spread Index CITY oFLc2a0� Ss. BRIEF DESCRIPTION OF VARIOUS FIRE TESTS ASTM-E-84,SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, (NFPA-255). Steiner Tunnel Test, more commonly referred to as Underwriters Laboratory Tunnel Test. Test samples used are 20 inches wide by 25 feet long. This test determines the FLAME SPREAD, FUEL CONTRIBUTED, and SMOKE DEVELOPED of building materials when compared to Asbestos Cement Board (rated as 0, 0, 0), and uncoated Red Oak (rated as 100, 100, 100). This test is used for testing fire retardant paints and varnishes, to establish their effectiveness when applied to various building materials. Fire retardant coatings tested by this method are nationally accepted for reducing the flame spread and smoke developed of building materials, bringing them into compliance with building and fire codes.Test results are expressed numerically (see Fire Hazard Classification above). ASTM-E-108, FIRE TESTS OF ROOF COVERINGS, (NFPA-256). Tests for (1) intermittent flame exposure, (2) spread of flame, (3) burning brand resistance. Test sample sizes 3.33 feet x 4.33 feet (4.33 feet x 13 feet for spread of flame test).This test is used to determine relative fire characteristics of roof covering materials under simulated fire originating outside the building. Test results are expressed as Class "A", "B", "C". ASTM-E-119, FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS, (NFPA-251). "FURNACE TEST" Test samples, various sizes used. Test used to determine time ratings. These methods are applicable to assemblies of masonry units and to composite assemblies of structural materials of buildings, including bearing and other walls and partitions, columns, girders, beams, slabs and composite slabs, and beam assemblies for floors and roofs. They are also applicable to other assemblies and structural units that constitute permanent integral parts of a finished building. Test results are expressed in hourly ratings. ASTM-E-162,SURFACE FLAMMABILITY OF MATERIALS USING A RADIANT HEAT ENERGY SOURCE. Measures and compares the surface flammability of materials when exposed to a prescribed level of radiant heat energy.Test sample size 6 inches x 18 inches.This test is required by the Department of Transportation on various materials utilized in construction, and interior finish- ing of mass transportation vehicles. It is also used in research and development work. Test results are expressed numerically, similar to ASTM-E-84. However, no correlation exists between the results obtained in these tests. ASTM-D-1360, FIRE RETARDANCY OF PAINTS (CABINET METHOD). This method determines quantitatively the fire retardancy properties of a coating or coating system upon a wood surface. This test is required in various federal specifications for deter- mining the fire retardancy and relative resistance of fire retardant coatings to leaching (loss of fire retardancy), due to water or moisture exposure.Test sample size 6 inches x 12 inches. Test results are expressed in terms of weight loss and char volume. REFERENCES 1. NFPA-101,Life Safety Code@, provides guidance regarding use of fire retardant coatings, and sets flame spread and smoke limits dependent upon use and occupancy. 2. NFPA-703, Standard for Fire Retardant Impregnated Wood and Fire Retardant Coatings for Buildings. Defines requirementsto be met in orderto be called a fire retardant coating, as referenced in NFPA-101. (situ of *tticm, fttsaac4usttts Publir Prapertg Department Nuilbing Department (Ont *aim 6rttn 509-745-9595 FA. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 15, 1994 Peter F. Dineo 546 Main Street Stoneham, Mass. 02180 RE: 278 Derby Street Dear Mr. Dineo: On November 9, 1994 my Assistant Building Inspector, Mr. John Jennings wrote you a letter asking for job reports every week and a few updated drawings. To this date we have only received one job report and no updated drawings of on going work. If this trend continues the permit will be revoked as of December 28, 1994. A list of our demands are as followed: III) Relocation of boiler room, drawings of venting system and new location. #2) Engineers stamp approval of floor joist above kitchen ares. (Metal joist) #3) Need spec sheet on type of finish on wood work. #4) Shop drawings required at awning and canopy area. #5) Need drawing on fire rating at windows between first second levels. #6) This job is under Article 127 Construction Control. We have received only one report. I request a job report at least by- weekly. If this office does not find a considerable change in supervision of the on site activity, reports, and updated drawings we will revoke the building / permit per our first notification. Please do not hesitate to call so this matter can be straightened out and \� work can continue in an orderly fashion. �\ Sincerely, G Leo E. Tremblay ^ Inspector of Buildings IrVeI�J LET: scm Certified Mail # P 921 991 655 -� I ' ARTICLE P 921 991 655 I uNe NUMBER "r Peter. F. Dined 545 'Man Street St , q,aham, Mass. 02180 1L�.L I i,. - - I t FOLD AT PERFORATION t ".` WALZ INSERT IN STANDARD#10 WINDOW ENVELOPE. CERTIFIED n �A M A I L E A w �IILJIII i TitU of 3ttlem, +.ttssttr4usetts Public Vrnpertg Bepartment Guilding Department (Out Belem Green 508-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer November 9, 1994 Peter F. Dineo 546 Main Street Stoneham, Mass. 02180 RE: 278 Derby Street Dear Mr. Dineo: I am writing this letter in regards to the job you are doing at 278 Derby Street, Salem. I am requesting the following information from you: 1. Specs for floor joists above kitchen (metal 6 inch) . 2. Manufactures specs for installation of tanks for brewery. 3. Mechanical drawings for brewery tanks. 4. Updated drawings for entire project. This job is under Article 127. Construction Control. As of this date we have received no letters from you. We would like these reports on a weekly basis. If we can be of any further help, please do not hesitate to call. Sin erely (li ohn J. Je nings Local Building I Spector JJJ: scm NS •��y..* av t Jam! [ � ry l � :.. . S. —{ i� l3 f 4 •� �r Y -u r xx. T ^�.. i:er" s, @Yx5' f uE "„ �f �r < n .y .}.rE�,+.1f�'"'t"' e.'�•-'• ON ..,•sr- l.`, '"C 1 F 'r {Be •� 5 S y..r 5/! �^ -•- _ � F - �,v i .."a t �, �r��I�� `fr�}u+'i-^tom �y ! 4 1 ! Id z 1 4s. " x AV as. 3"+,F.. .�T�1"v#w. .saoS'a^'astd Y'a h t r.:{p• T Fifty years of experience stand behind '!i(;P.I;•!O ;, "Il'!� We have become the standard of excel- - f Now, ; lence In today's construction market. Servicing the _ a t✓ ; eastern United States and overseas markets from our !1" aj, plants in Westbury and Old Bethpage, New York, rRn_5offers you a complete product line and the full support of a dedicated team of:qualified professionals who understand your needs and problems. Hot dipped galvanized steel and meticulous quality control insure you of the durability and reliability of our products. tl t Ilii Eu F � 6�b { -Id pct Presentation �� r I'rrFING is accepted by engineers and architects nationwide.They were among the first tor �wr 911A �ti recognize the advantages of this unique system and to put the product to use in their structures. Spurred on by C-JOISTS(TYPE JS)—These versatile members were a record of on-time completions and low cost designed for use as roof rafters and floor joists. Due to installations, specifiers are finding new applications greater section depth (12"), these members are capable daily for these systems. of supporting loads for almost any floor/roof condition. .11 ' i I: LAMING offers the designer and the owner C-Joists offer lower cost, greater flexibility and non- versatility, durability, and economy. Used as components combustibility to the designer. in partitions,curtainwalls, roofs, and floor/ceiling ACCESSORIES—These products are the critical assemblies, STEI_L.FRAMINGconsistently delivers the feature of any steel framing system. They insure the highest architectural standards, with the lowest in-place integrity of the system, speed the installation, and cost. accommodate the individual conditions of each project. They include web stiffeners, bridging, clip angles, reinforcement plates,joist hangers, strapping and other reinforcement/connection pieces. --- Using these basic components to suit the given needs, the designer will find the STUE R!:L- LIGHTWEIGHT �'• STEEL FRAMING SFST F11 readily adaptable to any configuration. Whether for commercial, insltutional,.or. residential structures, TOARI'I'O INDUSTRIES offers a complete line of galvanized steel products to meet the /, need. When it comes to service, remember our.motto "Large Enough to Serve,Small Enough to bare." f„ 211 Rim IM" 0 INDUSTRIES L Is proud to present .>TUD-3,I'tE r'I WEJCIII T1 GTEP.L FRAMING-Backed by dedication and experience, our products enjoy a reputation for service and quality second to none in the construction � k r a .. . industry. ,7 r,tlln nITE LICIATINEIGHT STFFI- FRAMINGsystems are comprised of basic products which can be combined to meet any architectural requirement. AMW C-STUDS (TYPE CW)—These are the lightest of the AW Steel Framing members. Originally used for exterior curtainwall applications only, Type CW studs can also be used to support axial loads. C-STUDS (TYPE SW)—These products are designed as the "back-bone" of our system. They are used extensively in curtainwall and axial-load bearing situations. They can easily accept any facing material, such as exterior insulation systems, metal lath and plaster, plywood, metal, brick and stone. C-STUDS (TYPE SWF)—This is our heavy duty stud, with an extra-wide flange (2") and extra strength steel (12 ga.). This section makes framing for extra load or, span requirements a snap. 2 PWI A 5.3/Mar i0icl!il ECfURAL c;Ei?'DICE. Despite the popularity of steel framing systems, many designers are still r unfamiliar with the detailing of these products. To aid in any way possible with your project, Marino Industries' Architectural Services Department offers complete design assistance from the architectural rendering though final detailing stages. Our qualified service people stand ready to follow up in the field to insure the conformance with,the plans so necessary to the satisfactory completion of any construction project. �1 I"� L ' r r � t CODt.APPRD J.:LS-STUURI7E LIGt-i7WEIGFiT - - - S7EEL-FRAMING has been fire tested at Ohio State University. It has been approved for use by HUD, FHA, and is accepted by model building codes nationwide. It is manufactured in accordance with applicable.ASTM - standards and suilable.for use in UL design configurations. Super-C Steel Joists have been designed and developed by United States Steel Corporation and are produced under the license by Marino Industries Corp. These code approvals in combination with the long — standing Marino reputation for quality are your Table of Contents assurance of the highest possible standards for the products delivered to your project. ITEM PAGE NO. . System Description . ... . . . . . . . . . . . . . . . . . . . . . . . . . . .2-3 - .�L Table I —Physical andStructuralProperties . . .4 S �i a} Table it —Maximum Allowable Clear Span Heights . . .6-7 f F �.x f. 'fable III —Maximum Allowable Axial Loads : .0-9 I i ' ' Table.IV —Maximum Allowable Uniform Loads ..,.,!i "�" For Joists . . . . . . . . . . . . . . .-. . . .1U-12 r'• •' Table V —Maximum Allowable Reactions— Single Unreinforced Webs . . . . . . . ... . . ... f3 Table VI —Built-Up Lintels—Physical and Structural Properties . . . . . . . . . . . . . . . . 13 q s Table VII—Built-Up Lintels—Maximum + F Allowable Loads . . . . Illustrative Details . . . . . . . . . . . . . . . . . . . . . . . ... .14 Accessories . . . . . . . . . . . . . . . . .15 r Installation . . . _ . .16-17 . _ Fabrication . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . til Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Recently Completed Projects . . . . . . . . _ti 3 �1',;rtl=1,lil'IIGAI_,rlil'ia�1ltT " ,, Table I - Physical & Structural Properties DIMENSIONS (_ - _-- -MAJOR AXIS MINOR AXIS -- _._-_ DESIGN a NET I NET CIL MR RESISTING PRODUCT SECTION A B C THICKNESS WEIGHT AflEA FACTOR Ix-x Sx x r x-x l y y S y y r Y V MOMENT PROFILE DESIGNATION (IN) (IN) (IN)I GAGE (LOSILF.) (INe) (D) (IN') (IN) (IN) (IN') (IN ) (IN) (IN LBS.) �_-_ C Studs-Type CW - - e ---- -_. - - --- - - --- - -- --ll - r,.., 6 I % /m 20 I 722 I 208 .888 .214 171 1,0151 050 095 488- ' 1 2/a CW 20 2/2 1 � 3'/a CW 20 3'/2 1° 091 501 I 3386 1 /e �6 20 853 .245. .1 771 .464 .265 1.376 1 .051 1 4198 3/e CW 20 3% 1% ',46 1' 20. .870 .250 .758 '.503 .278 1.4201 .051 .096 .486 5247 4 CW 20 4 1% �6 20 .919 .264 .721 .634 .317 1.650 .052 .097 .480 5504 6 CW 20 6 1'/e 1 5eG6 20 - 1.181 1 .339 .571 9•,666 '.555 2.2181 .053 .100. 1 .447 I 10989 I C-51111♦;;^_Type SW 2112 SW 18 21/2 I 1% I '/2 18 i 1.052 i .302 .963 .298 238. .993 086 .150 534 5 -- 21/2 SW 16 2'/a 1'/e Vt 16 1.288 .369 .977. .360 288. .988 292 103 .185 528 I 8649 1 2'h SW 14 2Vz lye '/2' 14 1.577 .452 1.000 ,435 .348 .981 123 . .230 .521 10443 r3'/2 SW 18 3'/z 1% '/2 18 1.229 .353 .857 .657 .375 1 1„ 3'/2 SW 16 3'/2. P ' , 1.365 .092 .161 .525 8333 1 /6 /2 16 1.505 .432 .874_ ..797 .45611.3691 .111 .200 .5201 13671 -� 1 - 31/2 SW 14 3'/2 1+/e 42 14 1.847 .530 .932 .967 . .553 .1.351 .139 .268 1 .513 1 16584 - _-.-_- , 3% SW 18 35/e 1% j 112 18 1.250 - .359 .845 .714 .394 11.410 .092 .162 I .524 8740 3%SW 16 3ye. 1% '/2 16 1,532 1 .440 .861 .867 .478 1.404 .112, .202 .518 I -14343 311¢SW 14 3'/e 1+/e i' '/2 14 1.880 .540 .920 1.052 .580 1.396 .140 .271 .511 17406 t ` _ 4 SW 18 4 1% 1/2 18 1.318 .378 1 .809 .901 450 11.544'1 .093-1 .164 � .519 1 9999 4 SW 16'. 4 lye 1/2 16 1.614 .463 1 .825 1.095 I 548 1.538 .113 1 .205 .513 16425 4 SW 14 4 1% ! 1/2 14 1.982 .569 j .885 1.330 .665 1.530 .142 .277 .506 19956 - 6 SW 18 6 1'/e '/2 18 1.669 I .419 1 .654 2.381 .794-,11 2.229 095 j- .172 -� .490 17618 6 SW 1.6 6 lye 1/: 16 2.050 588 .725 3.542 11.988 2.212 17 .215 1-.484 1 29031 .668 2.903 ' 2.222 1 6 SW 14 6 1% '/2 14 '2.522 724 1 147 . .296 1. .477 35418 G-Shod, -Type SURF - %m ---14 _ - 2.348 674 - .939 I1.6701 835 1.574 380 -�-.466 755 25050 a 4 SWF 18 4 I 2 l + 1. 1 l 4 SWF 14 4 4 SWF 16 4 2 1 +6e 16 1.909 548 883 1 1.371 685 1.589 301 .347 762 20562 J ` j 4 SWF 12 4 2 ++/e 12 3.217 923 1.000 2.244 1.122 1.559 506 .701 I .741 33660 1 �1. 6,SWF 18 6 2 +/e 18 i ' '1.909 .548 .725 2.919 1 1 .97312.307 .253 .291 .744 .21603 +_x 6 SWF 16 6 2 +/,6 16 2.345 .673 .738 3.566 1.189 2.302 1_.312 1 .365 -.739 35661 �i6 SWF 12 6 2 e 14 2.456 .829 786 4.360 1.4531 2.294 .398 .500 .731 43602 6 SWF 12 6 2 +/,e 12 3.970 1.139 .874 5.903 1.968 2.277 .566 ..796 1 .717 59031 Y 8 SWF 16 8 - 2 +/" 16 2.262 .6491 .618 5.809 1.4521 2.992 .257 .297 .714 32239 2/6 16 2.780 798 .629 7.107 177712.985 316 .374 709 53304 8 SWF 14 8 2 +/,6 14 - 3.428 984 .673 6.708 2 177 2.975 406 .515 .701 65310 1 e 8 SWF 12 8 2 1%, 12 4.722 1,355 .758 11.840 2 96012.956 1582 I .836 686 86800_,1 :�.O t=P 1.All physical properties are derived In conformance with the 1980 edition of the AISI "Specification for the Design of Cold-Formed Steel Structural Members." - 2.Values for Resisting Moments shown in these tables allow for web stress reductions to the Allowable Compression Stress in accordance with AISI. 3.All products are manufactured In accordance with ASTM Specification C-955. - - 4.Gauge equivalents:20 ga =.0375"; 18 ga =.0506"; 16 ga =.0625'; 14 ga =.0775'; 12 ga =.108". Design thicknesses are based on base metal thickness prior to application of galvanized boating. 5.See "Specifications" Section for additional material Information. TS/1-CCHNiCa!_suPPo r 5.3/Mar Table I Physical & Structural Properties DIMENSIONS MAJOR AXIS MINOR AXIS _ -.. i RESISTING 1 THICKNESS NET NET COLUMN I PRODUCT SECTION I p B C THICKNESS WEIGHT AREA FACTOR Ix x j Sz-x r z•x IVY SIN r y-y MOMENT PROFILE IOESIGNATION I ) (LOS/L.F.) (IN') (0) I ( 1 IIN'1 I (IN) I (IN') BN') IIN) (IN LBS) jj Type .. (IN) PH) IINI- (GAGE . . IN _.._. 1 Jois JS e I -- 6 J 18 6 -2�-a/� 18 1,909 .548 725 2:919 973 2.309 253 291 .744 I'I 20480 6 J 16 , 6 2 >/r 16 2.345 .673 738 13.566 1.189 2.302 312 366 739 1 35661 - �-{ 6 J 14 ( 6 2 9/,s 14 2,456 -.829 786 4.360 1.453 2294 398 500 ]31 43661 I -� 02 6 J 12 6 2 9„s 12 .3.970 1.139 .874 5:903 1.968 12.277 . .566 .796. .717 59031 tl =c 8 J 18 j 8 2 9/,s 18 2.262 .649 .618 5.809 1.452 2.999 .257 .297 .714 250061 8 J 16 8 -2 /,4 16 2.780 .798 .629 7.107 1_777- 2.985 1..316 j .374 .709.1 52108 I B J 14 8 I T °/s 14 3.428 .984 I .673 8.708 12.177 2.975 :406 1.515 .701 65310 - 8 J 12 8 2 '/,s 12 4.722 1 1.355 .758 X11.840 2.960 2.956 .582 .836 .686 1 88800 1 A x + -x 9'/4 J 16 9'/4 2 "Lc 16 3.053 .876 .576 '0.115 2.187 13.398. .318 11 .377 .690 . 60183 9'/4 J 14 ( 9G 1 2 °/6 14 3.766 1.081 ..617 j12.405 {2.682 13.388 .409 .521 682 80466 j 9'A J 12 91G 2 °%6 12 1 5.192 1.490 .697 '16.899 13.654 13.368 j .588 .851 '.667 109617 j I �f 10 J 16 1'10 2 . 'y,4 16 - 3.216. j .923 .548 12.244 2.449 13,642 .319 j .377 .679 64771 1 10 J 1.4 10 2 °/,, 14 3.968 1.139 .587 15.024 3.005 3.632 .410 i .524 .671 '; 86890 v 10 J 12 10 2 "'/s 12 5.474 1.571 .664 20.487 14097 3.611 .590 j .858 .656 1 122919 12 J 16 '12 2 ' 'iic 16 3.652 1 048 1 .484 19.227 13.205 4.283 .321 382 1.651 j 76232 li e- 12 J 14 12 2 "'/s 14 4 508 1.294 .520 23.617 3.936 4.272 .413 530 ..643 104589 12 J 12 12 2 'y's� J2 6.228 1.787 .590 32.276 15.379 4.250 .595 ' .873 .629 161379 Track, Perimeter C panne and Bridging 2'/s T 20 r21/2 11/4 20 634 184 l 199 154 1.040 .030 .031 .402 I 3059 --. -_ - 21/2 T 18,_1 21/2 1 Y4 18 898 I 248 271 208 1.045 .039 .042 I .399 j 4619 21/2 T 16 21/2 1'/4 16 1.107 1 .306 337257 1.049 048 051 1..396 7697 /4 L. 21/2 T 14 21/2 11 - 14 .1 306 - .379 - 422 I .318 1.055 j.059 1 .061 j .393 1 9526 31/2 T 20 31/2 11/4 j - 20 .750 .221 - .430 .241. 1.394 .033 .033 .383 4766 - 31/2 T 18- 31/2 1!h _ 18- 7.044 .298 - .584 .324 1.399 .043 .043 .381 7201 1 31/2 T 16 31/2 P/4 16. 1.293 .368 _ .725 .400 1.403 .053 .053 .378 12005 31/2 T 14 31/2 11/4 - 14 1.586 - .456 .905 .495 1.409 .064 .064 .375 14864 I ! _ 3%T 20'1 3% 11'/4 _ 20 .770 .226 _ .467 '.252 1.437 .033 .033 1 .381 I 4997 3Y4-T 18 3'h 1'h 18 -1.101 .305 .634 .340 1.442 .044 .043 .378' 1 ' 7550 - - 3%T 16 3% 1'/4 _ 16 1.356 .376 - .787 .420 1.446 .053 .053 .376 i 12587 aye T14 3% 11/414 1.675 .466 - .982 .520 1.452 .065 .064 .373 15586 j 4,T 20 4 11h - -20 .815 - .240 - .588 .289 1.565- .034 .033 .374 - 5713 1 4 T 18 4 11/4 18 1.168 .324 - .797 .389 1.569 .045 .044 .372 8633 4 T.16 4 1'A - 16 1.439 .400. . - .990 .480 1.574 .054 .053 .369.1 14394 I - _M 6 T 14 4 1'/4 - 14 1 1.777 - .495 - 1.234 .594 1.579 .066 .065 :366 I 17826 e Y e 6 T 20 6 11h - 20 1.056 .315 - 1.553 .511 2.220 .037 .034 .341 1 5729. .,-- -� 6 T 16 6 -1'/4 _ 1.6 1.527 .425 - 2.102 .689 2.224 .049 .045 .339 10348 '6 Tl6' 61'h 16 1.882 .525 - 2.605 .851 2.228 ..059 .055 .337 15318 6 T 14 6 11/4. _ 14 2.324 .650 - 3.243 1.054 2.234. .072 067 .334 26330 /� -6 T 12 6 11 12 3.191 .904 - 4.566 t 1.466 2.245 .097 .090 .328 j 42543 8 PC 18 8 11h I - 18 1.887 .526 - 4.281 1.057 2.853 .051 .046 .312 15885 8 PC 16 8 1'/4 - 16 2.324 .650 - 5.300 1.305 2.857 .063 .056 .310 23490 j I� 8 PC 14 8 11h - 14 2.871 1 .805 - 6.592 1.617 2.862 .076 .069 .308 40394 • _ 8 P 12 8 11h - 12 3.927 1.120 - 9.244. 2,250 2.883 .102 .092. .302 '�, 65295 1 91/4 PC 16 91/4 11h - - 16 2.601 .728 - 7.645 1.631 3.241 .064 .057 .296 ''i 29358 9'/4 PC 141 9'/4 1'/4 _ 14 3.213 .902 - 9.505 2.021 3.246 .078 .069 .294 50486 /4 9' PC 12 9'/4 11/412 4.437 I1 1.255 - 13.317 2.814 3.257 .104 .093 .288 81662 - 10 PC 16 YO 1'h - 16 .2.767 1 .775 - 9.326 1.842 3.470 .065 .057 .289. j 33156 10 PC 14 10 11/4 - 14 3.418 .960 - 11.593 2.283 3.475 .079 .069 .286 55271 10 PC 12 10 1'/4 - 12 4..682 1 1.336 - 16.236 3.719 3.486 .106 .093 - .281 ! 105555 1 12 PC 16 12 11/4 - 16 3,210 1 .900 14.932 2.463 4.074 :066 .058 .271 42376 12 PC 14 12 11/4 - 14 3.965 1 1.115 - 18.554 3.053 4.079 .081 .070 .259 65090 12 PC 12 12 11/4 - 12 5.475 1.552 - 25.964 4.251 4.090 .108 .094 1 .264 ! 111550 11/2 OR 16 11/2 1/2 ( - 16 -- .475 .150 - 058 .072 .623 .004 .010 - I .052 I 2144 - - __ - - - - I 5 Table II -- Maximum. Allowable Clear Span Heights (Ft.) 5 10 1 15 1 20 r.LL. 25 30 35 40 - SPACING SECTION PSF PSF I PSE i PSE PSF PSE I PSF PSE SECTION uo DESIGNATION ---- " 'r- '- - -I '( DESIGNATION 1 240 360 240 360 240 1 360 1 240 360 I 240 360 1 240 1 360 ! 2401' 360 1 2dOj 360 I r { 2'/2.CW 20 14.1 12.3 11 2 9.8 9.8 1 8 5 1 8 9 1 '7 7 8.21 7 2 1 17.- 16 8I 7.4 6 4 �I. 21,',CW 20 12'/aSW 16 15.7 13.7 175 10.91 10.9 1 95.1 99. 1 87 9.21 801. 8.7 7.61 8.2 1 72 1 79 6.9. 2'hSW.18 �24i SW 16 16.8 14.6 133 11.6 11.6110.2110.6 ' 9.2 9.8! 8.6 9.2 , 3.1 8.8 ' 7.7 841 7.3 2'/z SW 16 �2'h SW 14 17.9 15.6 14.2 12411 12.4 10.8 � 112 � 9.8 10.41 9:1 1 9.8 1 861 9.3 1 81 1 891' 7.8 ; 24x SW 14 i3Y2 CW 20 . 18.2 15.9 14.5 12.61 12.6 11.0111.5 1100 110.7193 10.01 881 95 831 911 8.0 3'/:CW 20 :3'/z SW 18 20.5 17.9 16:3 1421142112.4 j 1291113 !12011057131 98 107 1 94 10.21, 8:9 3'/2 SW 18 31/2 SW 16 21.9 19.1 17.3 15.2 152 !13.2113.81120 1128 '11.2 12.0 .105111.4 : 100 109 - '9.5 3'/x SW i6 3'/2 SW 14 23.3 20.4 18.5 16.2 16.2 14.1 1 14.7 112.8 .113.6 111.9 !. 12.8 11.2 x.12.2 10:6 .111.Z' 10:2 3'/z SW 14 3% CW2018.7 16.4 14.9 13.01 13.0 j 11.4 � 11.8 : 103 .111.09.6 10.3 9019.886 9.41 8.23556 CW 20 3?/a SW 18 21:1 18.4 1.6.7 14.6 14.6 12.8 113.3 1 14.6 12.3 110.8 11.6 10 1 11.0 1 9.6 110.5 j. 9.2 3% SW 18 3s/e SW 16 22.5 19.6 17.8 15.6 15.6 1 13.6 14.2 112.4 13.111.5 12.4 10.8 11.7 1 10 3 !11.2 9.8 35/a SW 16 i3s/a SW 14 24.0 20.9 19.0 ' 16.61166 14.S 115.1 11.32 1140172.2113.2 1115112.5 109 112.0 105 3,/ 12n i I, a SW 14 4 CW 20 202 177 16.1 14.01140112.3 72.7 ' 111 118110.3 11,1 97 106. 92 1101 88 ' 4 C 20 4 S W 18 228 199 18.1 15.8 15.8 13.8 14.3 1125 113.3111.61)25 1091119 1104 1174 ! 99 4 S 18 1 4 SW 16 24.3 21:2 19.3 16.8 16.8 j 14.7 15.3 13 4 114 2 12.4 13.4 111 7 12.7 ! 11,1 12T 10.6 4 SW 16 4 SW 14 25.9 22.6 20.6 18.0 1 180 15.7 1 16.3 1 14 3 115.2 (13.2 i 14.3 12.5 i 13.5 11.8 '13.0 11.3 4 SW 14 4SWF18 24.3 21.2 19.3. 16.8 16.8 114.7 153 13.3 142112.4 113.3 11,7 2.7 1111 112.1 10.6. 4SWF18 1 ! 4 SWF 16 25.9 1 22.6 20 6 18.0 18.0 1 15.7 1.16.3 14.3 15.1 113.2 i 14.3 ! 12.5 13.5 ' 11 8 1 13:0 11.3 4SWF 16 4SWF 14 1 27.7 24.2 22.0 19.2 19.2 16.8 17.4 15 2 116.2'14.1. 1 15.2 1.13.3 1 14.5 1 12 6 13.8 ;. 12.1 4 SWF 14 4SWF 12 30,5 26.7 24,2 21.2 21,2 18 5 19.2 16.8 117.8115.6116.81147116.0139115.3113.34SWF 12 1 - - - 6CW20 27.9 244122.2 19.4 19.4, 16.9 117.6 154' 116.3114.3115.4 134 14.6 128 1391'122 6-CW20 1 - 6 S 18 31.5 27.5 25.0 21.8 21.8119.1 119.8 173 18416.1 17.3 151 164, ' 144 15.7 ' 937 6 S 78 6 S 16 36.6 29.4 26.7 '23.3 23.3 20.4 21.2 185 197117.2 18.5 16211761154 ' 16.8 ' 147 ''. 6 S 16 1 6 SW 14 35.9 31.4 28 5 24.9 249 21.8 1 22.6 1 198 21 0 118.4 19.8 117 3 18.8 1 16.4.1 18.0 1 .15.7 1 6 S 14 1 1 6SWF 18 33.3 29.1 26,4 23.1 23.1 20.2 21:0 118.3 19.5 i 17.0 18.3 16.0 17.4 115 2 16.6 14.5 6 SWF 18 6 SWF 16 35.6 31.1 282 24,7 24.7. 1 21.5 1 22.4 19.6 20.8118.2 19.6 17.1 ,18.6 1 16 2 17.8 15.5 6'SWF 16 ! 1 6 SWF 14 38.0 33.2 302 26.4 26.4 23.0 1 24.0 120.9 22.01 19.4 20.9 183 19.9 1 17 4 19.01 16.6 1 6 SWF 14 1 1 6 SWF 12 42.1 1 36.7 33 4 29.2 29.2 1 25:5 1 26.5 123.1 24.61 21,5 20 2 1 22.0 19 2 121.0.1, 18.4 ! 6 SWF 12 ..- ----. '. - -.-1 ._l.. 5 10 15 20 . ._ _.,25 1 30 1 35 40 ---1 STUD I SECTION PSF - I PSF 1 PSF PSF PSF PSFPSF 1 PSF SECTION j SPACING DESIGNATION - j - I. 1 i. ! SICNATION 240 360 240 360 240 1360 1 240 1360 ._1 240 360 1 240 1 360 1 240 1 360 X 240 360 1 1 2'/2 CW 20 12.8 11.2 1.0.2 -8.9 1 8.9 7.7 1 8.1 1 7.0 1 7.5 6,5 7.0 1 6.1 - . - - 1 2'/2 CW 20 1 21/2 SW 16 15.2 13.3 12.1 10.6, 1 10.6 1 9.2 1 9 .6 8.4 1 8.9 7.8 1 8:4 7.3 1 8.0 7.0 1 7:6 . 6.6 1 2'/2 SW 16 1 2'/2 SW 14 16.2 14.2 12 9. .'11.2.1.11,2 1 9.8, 1.10.2 1 8,9 1 95 1 8.3 8.9 7.8 85 ( 7.4 8.1 '_1 7.1 1. 2'/2 SW 14 1 31iCW 20 16.6 145 BZ' 1.21115 100 ! 10.1 9.1 9.71851 9.1 80 ! 8.71 761. 831 ill - 3's$W18 18.6 16.3 14:8 12.91112.9 113111.7 10.2 10.9 9.5 102 89 9.7185 9.31 8 ' ! 3zSW18 . 13'/SW16 19.9 17.3 158 - 13.8113.8112.0112.5 10.9111.610.1 10.919.5 - 10.41 9.1 9.9 � 87 1 13 :SW 14 212 18.5 168 117 147 1281, 13.3 fV 112.4110.8 X11.7 110.2111.1 97 1b51 .92 3 'a SW 11 1 3', CW 20' 17.0 14.9 13..5 11.8 11.8 110.3110.71 941Q0 8.71, 9.4 8.21 , 891 781 85,1 7.4 { 31a CW 20 _ 3'„ SW 18 19.1 .16.7 15.2 13.3 13.3 11.6 1 12.1 10 5 11.2 9.8 10.5 9.2 10.0 8.7 9.6 1 8 4 3'e S'W 18 1 31„ SW 16 20.4 17.8 16.2 P4.2 14.2 12.4 12.9 11 2 11.9 10.4 11.2 1 9.8 10.7 9 3 10.2 8.9 ! 3`„ SW 16 i 3'„ SW 14 21.8 19.0 17.3 15.1 15.1 13.2 13.7 12 0 12 7 11.1 12.0 110.5 11.4 9.9 10.9 9.5 3'„SW 14 1 1 ,r 1 4 C 20 18.4 .116.1 _14.6 12.7112.7111.1111.6 IUI 110.81 9,41t0.1 1 881 9:6 84 1 9.21 801 . 4CW 20 16 4SW18 20.7 .18.1 16.4 14.3 14.3 12,5 j 13.0 11,4 12.1 0.6 11,4 99 10.8194 10,31. 90 4'SW18 20 4 SW 16 22.1 19.3 17.5115.3 15.3113.4113.9112.1112.91111.3112.1 1106111.51101 11.01 96 4 S 16 4 SW 14 23.6 20.6 18.7 16.3 15.3 : 14.3114.8 130113.8112.0 13.0111.3 12.3 -108 : 11.8 .11031 4 S 14 4 SWF 18 22.0 19.3 17.5 15.3 1 15.3 1 13.3 13.9 1 12.1 1 12.91 1,3 112.1 110.6 11.5 10 1 1 11.0 1 9.6 !� 4 SWF 18 1 1 4 SWF 16 23.5 20.6 18.7 16.3 16.3 1 14.3 1 14.8 13.0 13.8:12.0 13.0 ll.3 12.3 10 8 11.81 10 3 1 4 SWF 16 1 j 1 4 SWF 14 25.1 22.0 20.0 17.4 17.4 15.2 15.8 13.8 1 14.7112.8 13.8 112.1 13.1 1 11 5 12,6.! 11.0 4.SWF 14 i 4 SWF 12 27.7 24.2 .22.0 19.2.1 19.2 16.8 17.5. 15.31 16.21142 15.3 ! 13.3 14.5 12 7'1 13.9 1 12.1 1 -4SWF 12 1 '.6 CW 20' 25.4 22.2 20.1 17.6 17.6 15.4 16.0 1 14.0 14,11 13.0 13.9.1 12.2 11.9.1 11.6 10.4.1 10:4•' 6 CW 20 1 - 1 6 SW 18 28.6 25.0 22.7 19.8 19.8 17.3 18.0 1 15.7 16.7 14.6 '15.7 13.7 14.9 + 13.1 14.3 1 12.5 6 SW 18 _1 6 S 16 30.6 26.7 24.2 21.2 21.2 18.51192 1681179115.6 16.8 14.7 16.0 139 ! 153.' 13.31,, . 6SW 16 _1 6 SW 14 32.6 28.5. 25.9 22.6 22.6 1 19.8 20.6 18 0 19.1 16 7 18,0 15.7 17'.1 14 9 16.3 1 14.3 6.SW 14 I 1 6SWF 18130,2 26.4124.0 21.0 21.0 .118.3 16.0 116.6 177115.4 116.6114.5 '114.3.1138 '126•', 126•, 6SWF 18 - ` 6SWF 16 32.3 128.2 25.7 22.4 22.4 119.6 20.4 17.8 18 9 116.5 1 17.8 13.5 16.9 14 8 I6 2 14 1 1 6 SWF 16 1 6 SWF 14 34.6 . 30.2 27.4 24.0 24.0 1209. 21 8 19.0 20.2 117.6 1.19.0 16.6, 18.1 15.8 1 17.3 151 i 6 SWF 14. 1 I 1 6 SWF 12' 38.2 1 33.4 30.3 26.5 26.5 123.1 24.1 . 21.0 22.3 11'9.5 1 21.0 18.4-1.20.0 17.4 119:1 16.7,_I. _6 SWF 12_ 1 S ' F" I' II: AL `UPPO ,1 5.3/Mar Table II - Maximum Allowable Clear Span Heights (Ft.) 5 1 10 15 1 20 I 25 30 35 40 STUD SECTION I PSF PSF PSF I _ PSF PSF PSF j PSF PSF_ _ I SECTION SPACING DESIGNATION - - - - 1 DESIGNATION 240 I 360 240 360 240 1 360 240 I 360 240 360 f 2401 360 240 360 2401 360 2112 CW 20111.2 ] 98 8.91 77� 7.7 ,1 68 7.0 � 6.1 I -I - - - - - � - 2'/2 CW 20 - 2yaSW18 12.5 ; 109 9.9 87 � . 8.7 � 76 7.91 6.9 � 7.3 6.41 6.9 : 6.01 6.5 5.7 6.2 5.5 2/2SIN 18 2'/2 SW 16 13.3 ', 116' 10.6 '. 92 9.2. 1 8.1 8.4 � 7.31 7.81 6.8 ! 73L 6.41 7.0 ! 6.14 . 6.6 5.8 21/2 SW 16 2'/2 SW 14 142 , 12.4 11.21 98 ! 9.8' 8.6 8.9 7.8 8.317.21 7.8 6.8 � 7.4 ; 6.5 : 7.1 6.221/2 SW 14 _ 3'/2 CW 20 14.5 1 12.6 ', 11,5 ] 10 It 0.0 1 88 9.1 1 8-0 8.5 1.4 j 8.0 1 TO 7.6 86 1' 7.2 6.3 31/2 CW 20 - 3'/2 SW 18 16.3 ! 14.2 12.9 .11 3 11.3 9.8 10.2 1 8.9 9.5' 8.3 1 8.9 1 7.8 I 8.5 T4 8.1 7.1 3'/2 SW 18 3'/2 SW 16 17.3'; .15.2 13.8 ! 12 0 1.2.0 f0.5 10.9. : 9.5 1 10.1 8.9 9.5 8.3 9.1 i 7.9 1 8.7 7.6 31/2 SW 16 342 SW 14 18.5 16,2 14.7 1128.112.8 111.2 1t7 10.2 i 10.8; 9.4 4.10.2 8,9 9.7 1 8.4 a 9.21 8.113'/2 SW 14 I 1 I � 1 1 I 355/a CW 20 14.91130 11.8 , 103 10.3 901 9.41 82 1 8.717.8 8.21 71 7.8 6811 7.4 85- 1 .3%CW 20 - 3'/rSW 18 16.7 146 13.3 ' 116 11.61101110.51 92 9.818.51 9.2 8-0j 8.7 76 8.4 73 13%SW 18 3%SW l6 117.81156 1421124 . 12.41108 111.2 ' 9.8 10.41 .9.1 9.8 8.6 1 9.3 � 81 � 8.9 � 78 13'/a SW 16 Y 2421 3/e SW 14 19.0 166 15:1 : 13.2 13.2 : 11 5 -12.0 10.5 1 11.1 1 9.7 10.5 1 9.1 9.9 1 8:7 �, 9.5 8.3- 3i%SW 14. - 4.CW 20 1 16.1: 114 012 7 11 1 11 1. �� 9 7 10.1 8.8 � 9.4 ; 8 2 8.8 I -7.7 1 8.4 1 7.3 7.9• 7 0 1 4 CW 20 4 SW 18 181 ' 158 14.3 125112.51109111.4 99110.6192 9,9 8.71 9.41 82 9.0 79 4S 18 4S 16 1931168115.3 ,.134 13.4 , 11712.11106 11.3198 10.6 9.3110.1 1 88 9.6 8.4 1 4SW16 4S 14 2061180 16.31143 14.3 125 .13.01113 12.0 ;10.5 11,3 9.9 ; 10.8 94 X10.3 9.0 4SW 14 j 4 SWF 18 19.3 16.8 15.3 13.4 1. 13.4 11.7 12.1 �', 10.6 11.3 9.8 f 10.6 9.3 10.1 I 8:8 9.6 8.4 4 SWF 18 '4 SWF 16 20.6118.0 16.3 , 14.3 14,3 12,5 13.0 -. 11.3112.0'10.5 i 11.3 9.9 i. 10.8 ! 9,4 0,3 9.0 ,14SWF 16 4SWF 14 ! 22.0 19.2 17.4 15.2 15.2 13.3. ! 13.8. 12.1 1 12.8:11.2 92.1 10.6.1 11.5 ! 10.0 j 91.0 i. 9.6 4SWF 14 - 4SWF.12 !. 24.2121.219.21.6:8 ; 16.8 ', 14.71.15.3.1 13.3 ' 14.2 12,4 13.3 1.1-.6112.7 11.1 X12.1 10.6 ! 4SWF 12 - i i 6 CW 20 ' 22.2 19.4 ITS 115.4115.4 � 134 ' 1.3.9•' 12.2. 111.1.11.1•1 9.3• 9:3.1117.9•` 7.9.1, . 6.9•! 6.9. 1 6C 20 1 6SW18 125.0 `21.8 19.8 ' 17.3 17.3 15.1 15.7113.7 14.6;12.81.13.7112.0 13.1 11.4 12.5110.9 6SW 18 i 6S 16 26.7 23.3 21.2 18.5] 18.5 16.2 .16.8 . 14.7. 15.6113.6114.7112.8113.9 12.2 113.3 111.7 6S 16 6 SW 14 28.5 24.9 22.6 j 19.8 19.8 17.3 j 18.0 1 15.7 1 16.7 j 14.6 1 15.7 13.7 1 14.9 13.0 1 14.3 12.5 6 SW 14 I p _ 6 SWF 18 1 26.4 231 .21.0 1 18.3 18.3 116.0 !16.6 j 14.5 ! 13'.4•.13.4.111.2• 11.2.11 9.6.1 9.6.1 8.4.1 8.4. 1 -6 SWF 18 1 - 6 SWFIC 28.2 247 '22.4 196 ' 19.6 -'' 17.1 117.8 t5:5 ; 16.5 14.4175.5 13.6 ' 14.8 ! 12.9 , 14.1 112.3 6 SWF 16 - 6 SWF 14 ; 30.2-; 26.4 ; 24.0 20.9 20.9 ;18.3 19.0 716.6 17.6 ',15,4 116.6 `14.5 115.8 113.8 ! 15.1 113.2 6 SWF 14 6 SWF 12 i 33.4 29.2 26.5 j 23.1 1. 23.1 20.2 21.0 18.4 19.5 1T i 18.4 : 16.0 117.4 115.2 116.7 1.1.4.6 � 6 SWF 12 NOTES: - - 1. Heights denoted with{•)indicate that web crippling governs. 3. Heights indicated can be attained by studs alone(i.e. no 2. Heights indicated aresimplespan,one story conditions only. sheathing) provided flanges are adequately supported laterally in the plane of the wall. VI * * a ;s Rr 3 Y iA UNA • t� � "�,� .� � �xNP�z a�'ti�s .;n wiY'' � �+ ,� /jl°1,:r tr...�`ruvZ .*k'.. ➢ 3�e�f` x''`tx' E e5 �A E�,LL 7 15/TLCHNICA L SUPPORT - Table III •- Maximum Allowable Axial Loads (Kips Per scua) - STUD HEIGHT & SPACING SECTION QDESIGNATION 8 9' 10' 12' - 14' 16' ..J 12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24" 12" 16" 24" 2'/2 CW 20 2.21 2.22 1.98 1.91 1.80 1.55 1.55 1.42 . 1.17• .98 .85• .62• .62• .50• .29• .39• .28• 242 SW 18 2.88 3.12 3.35 2.52 2.75 2.62 2.20 2.21 2.03 1.53 1.43 1.21. 1.04• .94• .72• .73• 61• .41- .39- 41- F 2112 SW 16 3.30 3.69 4.22 2.90 3.20 3,56 2.54 2.77 2,85 1.98 2.00 1.83. 1.47 1.39• 1.21• 1.070 .98• .80• 2'/z SW 14 3.81 4.25. 4.92 3.36 3.70 4.17 2.98. 3.25 3.55 2.34 2.49 2.34 1,85 1.76 1.57• 1.36• 1.27• 1.08• r. T 3% CW 20 2.89 2.92 2.94 2.78 2.81 2.85 2.66 2.71 2.49 2.32 2.14 1.79 1.75 .1.55 1.19• 1.26 1.07• 73- 0- 3% SW 18 4.48 4.77 4.91 4.27 4.54 4.72 3.99 4.30 4.47 3.52 3.69 3.37 2.84- -2.70 2.37 2.09 1.93 1.59• ZE 3%SW 16 5.32 6.33 7.33 5.01 5.98 6.85 4.73 5.51 6.32 4.06 4.56 4.97 3.40 3,68 3.47 2.83 2.74 2.47• O 3°%SIN 14 5.73. 7102 8.80 5.36 6.58 8.16 5.10 6.12 7.46 4.52 5.22 6.04 392 4.32 4:41 3.31 3.45 3.19 4 CW 20 2.99 3.01 3.03 2.92 2.95 2.96 2.82 2.84 2.81 2.62 2.52 2.16 2.13 1.92 1.54• 1.62 1.41 1.02• 4 SW 18 4.75 5,04 5.17 4.57 4.85 4.98 4,37 4.64 4.813.94 4.22 4,07 3.48 3.40: 3.02 2.72 .254 2,16- 4 SW 16 5.71 6.85 .7,96 5.40 6.57 7.47 5.21 6.17 7.02 4.62 5.41 6.09 4.03 4.54 4.55 3.44 3.56 - 3.27 LL 4 SW 14 6.02 7.48 9.56 5,75 7.15 . 9.02 5.53 6.85 8.43 5.06 6.06 719 4.50 .5.19' 5.69 3.98 4.35 4.19 6 CW 20 3.18 3.23 3.23 3.17 3.22 3.23 3.17 3.20- 3.21 3.12 3.13 3.14 3.01 3.02 2.96 2.92 12.90 2.50 6 SW 18 5A0 5.54 5.69 5.38 5.53 5.67 5.31 5.52 - 5,61 5 14 5.37 5.46 4,94 5.14 5.22 4.75 4:93 4.93 LO 6 SW 16' 6.43 7.96 9.27 6.21 7.75 9.25 6.10 7.64 9.10 5.80 7.41 8.68 5,65 7.16 8.17 . 5.49 16.82 7.61 6 SW 14 6.67 8.43 11.37 6.49 8.15 11.22 6.22 '8.00 10.95 5.94 7.73 10.53 5.79 7.54' 9.98 5.64 17.26 19.42 - _._ STUD HEIGHT & SPACING ---- - U SECTION ----- ------- ---- ------ M DESIGNATION �8.. 9' 10' 12' 14' O ,_ 12 16 24 12' 16" 24 12' 16 24" 12 16 _ 24 12" _i6 . 24" 12 i 16"� .24` __!,- _ 77 21/2 CW 20 1.90 1 69 1.29- 1 47 1.26• .86• 1 11• .90 .51• 59 39• 28• 10• --r _- 2'77SW16 288 2.118 2.57 2.31 220 1.86. 1.83 t67 1.31. 1.13• 95• .59• .68• .51.18• 40• 23•� 242 SVJ16 3 30 3.69 3.82 1.2.90 3.09 -.2.89 2 51 2..45 2 20. 1.70• 1.55• 7.25• 1.14• 99• /0• 77• .62• '.35• ^,`. -2'/7 SW 14 3.81 .4.25 4.76 3.36 3.70 3.67 296 .3.08 2.85. 2.15 2.01• 1:72• 1.49• 1.33• 1.02• 1.02• 87 58. 58• . 3"h CW 20 2.89 2.92 2.58 2.78 2.57 2.14 2.44 2.19 1.6 1.75 1.45• 92• 1.16• 86 .34• .71• .43- 3 - ye SW 18 4A8 4.77 4,91 4.27 4.54 4.29 3.99 4.07 3.57 3.12. 2.89 2.33. 12.20 1.93• 1.38• 150• 1.23• 70- 3 SW 16 5.32 6.33 7.33 5.01 5.98 6.85 4.73 5.51- 5.87 4.06 -4.24 13.95 3.13 2 98 12.55. 12.30• 2.09. 1.64• p- 39e SW 14 5.73 7.02 8.80 5.36 8.58 8.16 5.10 6.17 7.38 4.52 5,21 5.08 3.d7 3:80 3.41• 2.93 X2.75.1229• of 4 CW 20 2.99 3.01 2.87 2.92 2.89 2.47 12.78 2.52 2.04 2:12 1.82 1.26• 1.51 1.18.1 .61• 1.00• .69• .13• � 4 SW 18 4 75 5.04 I ,5.17 457 4.85 4.88 4.37 4.64 . 4.24 3.76 3.58 2.98 2.82. 2.54` 1.92• 2.04•. 1.73• ;1.13• 4 SW 16 5.71 6.85 7.96 5.40 6.57 7.47 15.21 6.17 7.01 4,62 5.32 5.07 3.93 3.90 3.47• 2.99 2.81. 2.30• I� 4 SW 14 6,02 7,48 9.56 5.75 7.15 9.02 5.53- 6.85 8.43 5.06 6.06 6.48 4.50 4.85 4.53 3.74 3.60 13.13. i v) 6 CW 20 3.18 3.23 3.23. 3.1 T, 3.22. 3.23 3.17 3.20 3.21. 3.12 3.13 271 2.95 2.64 2.08 ' 2.49(L 6 SW 18 5 40 ' 5.55. 5.70 28 15.39 5.54 5.68 5.32 5.53 5.62 5.14 5.37 5 47 495. , 5 15 4.59 X 4 72 4A2 1,47 3 64• 11 16 6 43 1 7.97 9. 6.22 7.76 9.26 6.10 7.65 9.10 5.81 7.42 8.68 5.66 7.16 8.18 5 50 6.83 6.68 _ 6 SW 14 6.67 T8.44 11_37 16.49 8.16 11.22 623 8.01 10.96 5.95 7.73 10.54 5.80 7.55 9.99 5 64-i 727 8.83 a 112" ___ ___ _ STUD HEIGHT & SPACINGSECTION QDESIGNATION 9 _ 9 10' 12 14 �"-J 16" 24 12" 16 24" 12. AV 24" 12 - 16' -24 12" 16 24" 12" 116" i 24� 2'/2 CW 20 1:55 1.27 75. 112• .84• -- _ _--_ -I _- L= .33• .77• 50• - 29• - - S'N.18 2 56 2.42 1.95. 1.96 1.76• 1.27• 1 48• 1 25• 76• 82• .57• 13• .40• 17. 15• - 247 SW 16 3.30 3.46' 3.24 2.77 2:69 2.35• 2.21 2.07. 1.68. 141. 1.21• 81• .88• 6d• .31• .53.1 .34.1 - 2'/7 SW 14 3.81 4.25 4.16 3.36 3.38 3.10• 2.79 2.68• 2 30. 1.85• 1 64• 1 23• 1.21• .99 .60• 77.1 .57• 21 I- n 3i'e CW 20 2.84 2.56 2.03 2.43 2.11 1.52 2.02 1.68 1.03. 1.29•1 1 .91• 24• .71• .34• - .29- 3% SW 18 4.48 4.77 4.31 4,27 4.16 3.54 3.70 3:47 2.78 .2.61 2.26• 152• 171.1133 . ,62.1105•' .69• 1 a 3�/s SW 16 5.32 6.33 7.33 5:01 5.98 6.18 4.73 5.30 5.04 3.76 . 3.66 3.15• 2.69• 2 44. 1.84. 1.89• 1.59• 1:00• GO 3%SIN 14 5.73 7.02 -8.80 5.36' 6.58 7.88 5.10 6.16 6,51 4.52 4.61 4.23• 3.41 322. 12.64.12.49. 2.21. 1.59• fes? 4 CW 20 2.99 2.86 2,37 2.76 2.46 1.88 2.38 2.03 1.38. 1.65 1.25^ .54• 1.02 .61- 4 - .53• .13• ..,,� SW 16 4.75 5.04 4.92 4.57 4.77 4.16 4.34 4.12 3:44 3.23 2.91 2.11• 2.27• 187• 1.07" 1.51• 1.09• .33• 4 SW 16 5,71 6.85 7.96 5.40 6.57 7.27 5.21 6.17 6.16 4.57 4.68 4:18• 3.44 14.20 3 27• 2:63.12.52• 2.22• 1.55•4SW 14 6.02 7.48 9.56 5.75 7.15 9.02 5.53 6.85 7.94 :5.06 5.73 5.52 4.22 3.64• 3.24. 2.98.1 2,32- D,D, 6 CW 20 3.18 3.23 3.23 3.17 3.22 3.10 3.17 3.20 2.79. 3.03 2.70 2.07 2.49 2.07 1.31- 1.95 1. .62• Lry 6S 18 5.40 5.55. 5.70 5.39 5.54 5.68 5.32 5.53 5.62 5.14 5.37 4.76 4.87 4.52 3.64 4.08 3.6161 2.60.1 "-' 6 SW 16, 6.43 7.97 9.28 6.22 7.76 9.26 6.10 7.65 9.10 5.81 7.42 8.68 5.66 9.16 9.13 5.50 6.16 5.53 1 6 SW 14,6_67 8.44 11.37 6.49 8.16 11'22 6.23 8-111 10.96 5.95 7.73 10_54 5_80 7.55 9_3815.64 7.19 7_56J PIOTES: - - 1. Loads denoted with I-) indicate that studs deflect in excess of LI360 but not in excess of LI240. 2.Axial Load tables are based on studs clad with 3/8" to 518" thick gypsum wallboard on both sides of the stud prior 8 MaNTP9 TS'TECE NICAI_SUPPORT Table III Maximum Allowable Axial Loads (Kips Per Stud) • STUD HEIGHT& SPACING 7 SECTION -_ ____ _ ___I-2 ..- _ M 8 9' 12 14' 16 O DESIGNATION J `12" 1V 24" 12' ''16" 24" 12" 16" 24 12" 16" 24" 12 16"I 24 i 12" 1 16" 24"1 C 2'/e CW 20 1.24• 90• -.29• .82• .48• - .49• 16- - - ` - �r 21/2 SW 18 2.25 2.02• 1.42 1.66• 1.37• .77•- 1.19• 8.8• .30• .55• .25• - .17• - - - y 2'h SW 16 3.17 3.12 2:75. 2.51 2.35• 188• 1.95. 1.74• 125. 116• 91• .44• .66• 42•. - .33• .11• 1 2'72 SW 14 3.81 3.91 3.64. 3.14 3.02• 2.60• 2.52• 2.33• 1 83. 1.58• 1.32- .82•. 97• .71• 24• .56•J .32• - 3%CW 20 2.54 2.20 1.54 2.09 1.69 .97• 1.65 1.23• 46• :90• 45• 33• ' - 3'6 SW 18 4.48 4.41 3.72 3.95 3.67 2:88 3.29 2.95 2.09. 2.17• 1.72• .83• 1.29- .83• - .66• .23• - 3%SW 16 5.32 6.33 6.74 5.01 5.78 5.48 4.70 4.81 4.33° 3.38 3.16• 2.47• 2.32• 1.97• 1.24• 1.54• 1.16• .47.1 3%SW 14' .5.73 .7.02 . 8.64 5.36 6.58 7.14 5.10 5.87 5.75 4.14 4.09° 3.50• -3.02• 2.72- 1.98• 2.11• 1.:75• 1.01 -4 CW 20 2.84 2.52 1.89 2.44 2.06 1.34• 2.02 1.58 .81 1.24• .76e - .60• .12• - .13• 4 SW 18 4.75, 4.99 4.35 4.53 4.30 3.52 3.93 3.60 2.73 2.77 2.32• 1.36• 1.80• 1.30• .35.1 1.06• 56•; - L 4 SW 46 5.71 6.85 7.85 5.40 6.57 6.58 5.21 5.82 5.41 4.17 4.12 3.41• 3.03• 2.73• X1.93• 2.11.11.72• .92.1 4 SW 14 6.02 .7.48 9.56. 5.75 7.15 8.54 5.53 6.85 7.14 4.97 5.17 4.71• 3.80 3.63• 2.88• 2.82• 2.45°I 1.63•! C. 6 CW 26 3.18 3.23 3.07 3.17 3.22 2.73 3.17 2.94 2.34 2.69 2.27 1.47 2.07 1.55• .62• 1.46•I .88•' C� 6 S 18 5.40 5.55 5.70 5.39 5.54 5.68 5.32 5.53 5.22 5.14 . 4.93 4.04 4.38 .3.89 2.80. 3.51 12.90 1.67•i, ln: 6 SW 16 6.43. 7.97 9.28 6.22 7.76 9.26 6.10 7.65 9.10 5.81 7.42 7.98 5.66 6,70 6.19 5.18 15 45 453• --J_-6-SW 14 6.67 8.44 11.37 6.49 8.16 11.22 6.23 8.01 '10.96 5.95 7.73 10.38 5^80 7.55 18.37 5'64 1653 L6.45• STUD HEIGHT & SPACING ! -d SECTION {{II g SI10N0, 10 - - --12- __ ._ _14' .._ 16 1 CW 2I 97• 16" 24 155 16" 24 __1223 16'_1.24 12 _16 24" - _. 12 16" 24 -12"+ _ 15']L. 24 2YII e' 2'/2 SW 18 1.97 1.67• .95. 1.39•�1.04•I .336 .93• .57• - :32° - - - - - - - - 1- 21/2 SW 16 2.94 2.80- 2.32. 2.27.1 2.04• 1:47• 1.72• 1.45• .87• 95°I .66• - 46• .19• - 16• - - 2'h SW 14 3.66 3.58 3.18. 2.90 2.70.1 2.16• 2.27• 2:02° 1.42.1 1.35• 1.04• :46• .76• .46•. - .37• --3%CW 20 2.27 1.85 1.08. 1.78 1..31• .47• 1.32• :82• - .55• - - - - - 3s% SW A 8, 4.28 4.01 .3.17 3.60 3.21 r 2.28• 2.91 - 2.47• 1.47. 1.77• 1 24•. .22• .92• .38• - .33- 3% SW 3.3% SW 16 5.32 6.33 6.15 5.01 5.35 4.85 - 4.38 4.36 3.69. 3.03• 2.71• 1.88• 1.98. 1.56• .71• 1.22•y .80• 1 . . 3% SW 14 5.73 7.02 8.02 -5.36 6.42 6.47 5.10 5.42 5.06. 3.80 3.62• 2.86• 2.67• .2.28• 1-40• 1.78• 1.34• -.49• pj 4 C 20 2.58 2.19 - 1.45 2.14 1.68 .84• 1.68 1.18• .28• .87•. .34• - .23• - 4 SW 18 4.75 4.62 3.82 4.20 3:86 2.92 3.55 3.11 2.09. 2.35• 1.80• .70- 1 34• 'SO- .67• 4 SW 16 571 6.85 " 7.28 5.40 6.33 5.94 5.16 5.35 4.73. 3.81 3.63• 2.74• 2.65• 2.25• 1 30. 11.75• 1 24. 11. .36• ' 4 SW 14 6.02 7.48 9.36 5.75 7.15 .7.87 5.53 6.50 6.42 4.62 4.67 3.98! 3.42• 3.13• 2,21. 12.44° 1 98. 11.02. 1 L2. 6 CW 20 13.18 3.23 2.78 3.17 2.97 2.36 2.99 2.63 1.90 2.37 1.86 .92• 1-.68 1.07• - ,1.02• .36• 6 S 18 15,40 5.55 5.70 5.39 5.54 5.32 5.32 5.49 . 4.71 4.86 4.45 3.37 3.92 - 3.31 .2.02.1 2.98 2.25• .84• LO cV 6 SW 16 6-.43 7,97 9:28 6.22 7.76 9.26 6.10 7.65 9.10 5.81 7.40 7.24 5.59 6.13 5.34. 4.72 4.80.13.63• 6 SW 94 6,67 8 44 11.37 6.49 8.16 _ 11.22 6.23 8.01 10.96. 5.95- T73 9.60-I5 80 7.16 795.15.41 592 5.46• STUD HEIGHT & SPACING -SECTION DESIGNATION g g• 19' I 12' 14' 16, 21/2 CW 2/z SW 0 11.72 1.34 52 114 73 .69• 28• _ I - - - 24 12" j 16" 24" ,� - 12" 16 24" 12 16'� 24"--12 tfi 24 12 16" 24" 12 16_ - 1 _ 21h SW 16 2.72 2.52• 1.92•-2.05• 1.76• 1.10. 1.51• 1.19• .53 .75• .42• - .29• - - - - 2'/2 SW 14 3.44 3.29.1 2.75- 2.67. 2.41• 1.76•- 2.05. 1.73• 1.05. 1.14- .79° .14• .57• .23• - .20.1 - f2- 3% CW 20 2.01 1.53 I '.650 1.49 .96 - 1.01• .45° .23• - _ 3s%SW-18 399 3.63 2.65 .3.27 2.80 1.72• 2.56 2.03• .90. 1.42• 81• 58• 1 3%SW 16 5.32 5.98 5.60' 4.81 4.95 4.27• 4.08 394• 3.10. 2.71. 230• 1.340 167. 118• 23• 94• .45 1 �- -3% SW 14. (5.73 7.02 7.44 5.36 6.03 5.85 4.84 5.01 4.44. 3.48! .3.20• 2.28• 2:34• 1.88• .88• 1.47• .97• - CD 4 CW 20 2.34 1.88 1.03. 1.86- 1.33• .38• 1.37 .80• - .53•' - - - - 4 SW 18 4.55 4.25 3.32 3.88 3.44 2.36• 3.20 2.62. 1.50- 1.96• 1.33• - 1.00• .34• - .31•. i 4 SW 16 - 5.71 - 6.85 6.74 .5.40 5.93 5.35 4.86 4.92 4.11- 3.47• 3.17• 2.12• 2.31• 1.82• .74• 1:43• .89• -tS_ 4 SW 14 6.02 TO 18.80 5:75 7.03 7.23 5.53 6.08 5.75. 4.29 4.20• '3.32• 3.07• 2.67• .1.606 2.09• 1.55•! .47.1 L 6 CW 20 3.18 3.07 2.49 3.05 2.72 2.00 2.76 2.33 1.48 2.06 1.47 .39• 1.30• .62• - 61 C� 6 S 18 15.40 5.55 -5.52 5. 39 554 4.90 5.32 S.YS 4:21 4.51 3.98 2.73 '3.49 2.16. 1.30. 2.50.11.66• .....1. . 1 �. 9 I C7 .I 6 SW 16 6 43 7.97 9.28 6.22 7.76 9.26 6.10 7.65 8.57 5.81 6.96 6.54 5.25 5.59 4.55• 4.33 1 4.20.1 2.81•; �.....__...._ i 6 S 14 6.67 8.44 111.37 6.49 8.16 11.22 6.23 8.01 10.96 5.95 7.73 8.87 5.80 6.67 6.60• 5.05 5.35•, 4.56•:; to loading. Otherwise bracing must be Installed to prevent stud rotation and/or bending. Bracing shall be placed 4'0".o/c unless specifically designed otherwise. 3.When,2 or more studs are used as a single support, the value for each stud must be considered as 12" o/c capacity. 9 SUPI'ORI Table IV — maximum Allowable Uniform Loads For Joists(PSF) SPAN I SECTION ONE ENO IPT•I DESIGNATION REACTION TOTAL LOAD LIVE LOAD LIVE LOAD ��T i6" _._1.. I.__ _ L/36U .,,..__ -_. - L/240 !. 24" _ (LBS.) . .I_ 24 L,. 12 16 ! 24 12' 1e" 12 112 1785 119 89 59 1 52 39 26 -78 59 39 . 12J 14 1155 77 58 39 38 j- 29 1 1.9 ! 57 43 i- 29 10 J 12 1365 91 68 46 33 1 25 30 10 J 14 960 64 48 32 24 1 18 i p i. 50 j 38 25 - 9/4J12 1215 81 51 I 41 27 20 .. .i 14 36 2 1 18 - -_. __27 .,-. 28 .69 41 48_.. I_.32. _ .._ 86 12J12 391 127 1 95 - - -- 12 J 14 1203. 83 - I 62 64 57 I — s 29 10 J 12 1406 97 73 42 I 42 10 J 14 1000 69 52 I 36. 38 - 18 1 54 41 27 - j 9V4 J 12 1247 86 65.._ - L-..q3 30 ._ 23 26 20 15 45 34 23 .__ _ - — __ 12 J 12' 1918 137 ---_.I. 10368 64 48 - 32 - ! 2 Q 12 J 14 1246 89 67 52 96 72 48 22(7 10 J 12 1456 104 78 45 J. . 47 35 24 71 I 54 36 10J 14 1036 74 56 37 pg 30 20 60 45 I. 30 ! j , 944 J 12 1.302 93 70 47 33 25 17 I 44 I 33 22 1 12J 12 j 1984 147 110 74 71-_..._1._-53"_.__I 36 _. .. 1Uo- �.__80._� 25 54 2r 12 J 12 j 72 48- I 52 1 39 26 I 78 1. 59 39 L 10 J 12 1592 172. 84 56 45 34 23 68 51 34 h 10 J 14 1066 79 59--_.-_ .. 1. 33 I 25 91/4 J 12 I 1350 100_-- 75 40 17 50 38. ! 25 j 50 I" 37 1 28 I 19 56 42 _ 28 I 12 J 12 1 2067 159, 119 80 -- -- 26 12 J 14 1339 I 103 ! 77 51 � B0 60 ! 4lf 120- 90 ! 60 1 10 J 12 I 1573 121 91 1 60 58 44 29 �. B7 65 44 10 J 14 1118 I- 86 i 65 43 !1 50 ! 38 25 75 5 38 37 1 28 19 56 42 9'/i J 12 1404 . 10g 81 54 I. 42 1 32 1 2163 47 32 . .. .. _ 12 J 12 -j .2150 _ 172 129 1 86 go 68 12 J 14 1 1400 112 84 56 6fi 50 ! 33 ! 135 1 101 68 - 25 10 J'12 ! '1637 1 131 98 99 74 50 v 1 10 J 14 1162 93- 70 66 57 j 32 27 j 86 65 43 9'/4 J 12 47 42 63 47 32 _ 944 J 14 . 1062 1g5 64 43 j 58 jq 35 1 -24 71 I. 53 36 _ _ _..1. ._ . _� 1 - 1.. 26 17 , . 51 f 36 26 12 J 12 1 2232 186 140 93 -j. 102 1 77 56 '37 111 t 115 ..77 . ... 72 J 14 1452 1 121 91 61 ' 74. 153 i 1 10 J12 1704 r 142 106 71 I - 64 f 83 56 24 10 J 14 1200 100 75 50 47 35 24 ! 96 72 48 9/4J12 11512.- 126 95 63 71 ! 53 j 36 91/4 J 14 1104 92 69 46- 1 53 40 27 j 0 1 60 -40 - _.�. 39 29 1 20 59 44 30 12 J 1.2 2334 203 152 1. 102 115 86 - 112 J 14 2 J 16 1518 132 99 66 1 84 58 173 130 87 1104 96 ! - 42 72 ! 48 69 52 35 126 95 63 2q 10 J 12 - 1771 154 116 37 i 196 72' 48 J 10 J 14 1253 09 82 55 1 53 40 P7 83 55 10 J 16 80 (. 60 40 91/.J 12 1587 1 138 104 41 43 j 32 ! 22 i- 65 49 33 69 60 1 45 30 90 68 - 45 - 9'/4 J 14 1161 101 76 - 51 44 33 22 66 ! 50 33 B J 12 17.76 I . 111 83 56 j 42 32 j 21 ! 63 1 47 32 12 J 12 2442 .222 i 167111 132 99 'r 66 198 149 ! g9 12 J-14 1584 1 12 J 16 144 108 i 72 1 96 - 1 72 48 144 108 i;. 99 72 10 J 12 - 1859 169' 127 I 85 - i 84 63 42 j' 126 i .1155 105 79 1 53 78 59 39 105 95 79 53 �f 10 J 14 1320 120 90 92 i. 69 46- G 10 J 16 979 89 67 45 fig 38 25 i' 75 56 j 38 9/a J-12 ' 1650 150 113 j 35 104 78 52 91A J 14 1210 110 83 5550 75 56 38 9'A J 16 913 83 - 1 62 42 411 62 47 31 38 21 � 8 J 12 1 1342 122 92 61 48 , 36 24 72 54' 36 12 J 12 2551 243114 122 152 114 - 76 1228 1 171 114 �! . 12 J 74. 1669 159 119 80 111 83 56 111 83 56 -I12 J 16 1207 115 86 58 90 68. 45 . 115 86 58 1 . 10 J 12 I 1942 185 139 93 �- 96 72 48 144 108 72 V ! 10 J 14 1375 131 98 66 - 70 53 35 j 105 79' 1- 53 21 1 10 1.16 1029 98, 74 49 57 43 944112 1732 165 124 83 79- 59 40 1780 1 90 65 60 944 J 14 1270 121 91 61 1 58 44 29 87 j 65- 44 ! 1 94�J 16 955 91 68 46 I 47 35 - 24 71 ' S3 j 36 - 8 J 12 11407 134 . 101 67 1 .-55 41 28 j 83 j 62 1 42 8 J 14 1029 98 74 49 I 41 31 21 1 62 ! 47------- j 31 -- See notes on p. 12 10 TS/TECHNICAL SUPPORT . 5.3/Mar Table IV —' Maximum Allowable Uniform Loads For Joists SPAN SECTION ONE ENO TOTAL LOAD LIVE LOAD. LIVE LOAD (Fr.) DESIGNATION REACTION, U360 U240 '�. (LOS.) 12" 16" - 24" 12" 16" 24" 12" 16 - -24'- - 12 J 12 2880 268 201 134 176 132 88 264 198 132 12 J 14 1750 - 175 131 88 - 129 . ., 97 65 175 131 88 . 12 J16 1270 127 95 64 105 79 53 127 95 64 10 J 12. 2040 204 - 153 102 111 83 56 204 153 102 n0. 10J 14 . 1450 145 109 73 82 ' 62 . 41 123 92 61 L 10 J 16 1080 108 81. 54 66 50 33 99 74 50 91A J 12 1820 182 137 91 92 69 46 138 104 69 91/4 J 14 1330 133 100 67 67 52 34 101 16 - 51 91A J 16 1000 100 75, 50 55 41 28 83 62 42 8 J 12 1470 147 110 - 74 64 48 32 '96 72 48 8 J 14 _1080. 108 81 54 47 35 24 71 53 36 12 J 12 2831 298 224 149 205 - 154 103 298 224 154 12 J 14 1843 194 146 97 150 113 75 194 146 97 12 J,16, 1339 141 106 � 71' 122 92 61 141 106 71 10 J.12 2147 226 170. 113 130 98 65 226 - 170 I 113 10 J 14 1529 161 121 81 -95 71 48 143 107 72 9 10 J 16 1140 120 90 60 78 59 39 117 88 1 59 - 94:J 12 1919 202 152 101 107 60 54 161 121 1 81 9V4 J 14 1406 148 111 74 79 59 40 119 89 60 91A J 16 ," 1054 111 83 56 64. 48. 32 96 . 72 48 8 J12 1548 -163 1.22 82 75 56 38 113 85 57 '8 J 14 1140 .120 90 - 60 55 41 28 83 .62 42 8 J)6 912 96. 72 48 45 34 . 23 68 - 51 34 8 J 18 .542' 57 42 28 37 _ 27 18 55 40 27 -_—_ 12 J 12 2988 332 249 166 241 181 121 332 249 ! 166 . 12 J1 4 1944 216 162 - 108 176 132 88 216 162 108 12 J 16 1413 157 118 78 144 108 72 157 118 78 10 J 12 2268 .252 189 126 153 115 77 230 173 115 10 J 14 1611 179 134 90 112 84 56 • 168 126 84 1 8 10 J 16 1197 133 99 66 91 68 46 133 99 66 94.J 12 2025 225 169 113 126 95 63 189 142 - 95 91A J 14 1485 165 124 83 92 69 46 138 104 69 9V.J 16 1116 124 93 62 75 56 37 112 84 1 -55 8 J 12 1638 182 137 91 88 66 44 132 99 66 8 J 14 1206 134 - 101 67 65 49 33 98 74 1 49 8 J 16 963 107 80 54 53 40 - 27 80 60 40 8 J 18 567 63 - 47 32 43 32 22 - 63 48 32 vi2 J 14 2057 242 182 121 210 158 105 242 182 121 .12 116. 1496 176 132 88 171 128 86 176 132 - 88 "'10 J 12^• 2405 283 212 142 182 137 91 273 205 137 10J 14 1708 201 151 101 133 100 67 200 150 100 10 J 16 1275 150 113 75 108 81 54 150 113 75 17 91/4 J 12 2142 252 189 126 150 113 75 225 169 113 91/4J 14 1572 .185 139 93 110 83 55 165 124 83 91/4 J 16 1181 139 104 70' 89 67 45 134 101 67 8 J 12 1734 204 153 102 105 79 53 158 119 79 8 J 14 1275 150 113 75 77 58 39 116 87 58 " 8 J'i6' 1020 120' 90 60 63 47 32. 95 72 48 1 8 J 18 603 71 53 - 36 51 38 26 71 54 36 10 J 12 2560 320 240 160 218 164 109 320 240 160 10 J 14 1816. 227 171 114 160 120 80 227 171 -114 10 J 16 1352 169 127 85 130 - 98 65 169 127 85 91A.J 12 - 2280 285 214 - 143 - 180 135 90 270 203 135 6 C 91h J 14' 1672 .209 157 105 - 132 99 66 198 149 149 91/4 J 16 1256. - 157 118 78 107 80 54 157 118 - 78 8 J 12 1848 231 174 116 126 95 63 231 174 116 -.8 J 14_..' 1360 170 128 85 92 69 46 .170 128 85 8 J 16 1088 136 102 68 75 57 38 136 102 68. 8 J18 640 80 60 40 61 46 31 80 60 40 10 J 12 2730 364 - 273 982 265 199 1383 4 .273 182 10 J 14 4935 258 194 .149 - 194 145 97 258 194 149 10 J 16 1440 192 144 96 158 119 79 192 -144 96 91A J 12 2430 324 246 162 218 164 109 324 246 162 91A J 14 1785 238 179 119. 160 120 80 238 179 119 G 91/4 J 16 1342 179 135 90 130 98 65 179 135 90 J 8 J 12 1972 263 198 132 153 115 77 230 173 115 8 J.14 1447 193 145 97 112 84 56 168 126 84 8 J 16 1162 155 117 78 92 69 46 138 104 69 8 118 - 682 91 69 46 75 - 57 38 91 68 46 6 J,1.2 1305 174 131 87 76 57 38 114 86 57 1I 6 J 14 967 129 97 65 56 42 28 84 63 42 6 J 16 1 787 105 79 53 46 I 35 23 69 50 35 See notes on p.12 FOI-I(JICAl_SUPPORT Table IV.— Maximum Allowable Uniform Loads For Joists (PsF SPAN SECTION ONE END TOTAL LOADLIVE LOAD --'� (FT-) DESIGNATION REACTION -LIVE LOAD L/360 L/240 (LBS.) 12" -- 16_- 24"._ 12" __ 18.. _24 I ..-12 76 ___24' ! 10 J 14 2072 296 222 148 239 180 _-120 -296 222 148 10 J 16 1547221 166 111 195 146 98 221 16691/4 J 12 2604 111 91A J 14 1911 '372 279 186 269 202 135 372 279 .186 273 205 137 197 148 99 273 205 137 944 J 16 1435 . 205 154 103 161 121 81 205 154 103 14 I 8 J 12 2107 301 226 151 188 141 94 282 212 141 8 J 14 1554 222 167 111 138 104 69 207 - B J 16 156 - 104 '1246 178 134 89 113 85 57 170 128 86 6 J 18 735 105 79 53 92 69 46 105 79 - 53 6 J 12 1400 200 - 150 100 93 70 47 140 6 J 14 1036 148 • 111 74 69 52. 35 104 78.105• 71 - 71 6 J 16 847 121 91- 61 56 42 28 10453 6 J 18 511 73 55 37 63 42 46 35 23 69 53 35 944 J.12054 316 991A J 166 1547 237 • 158-- 246 --185 123 '316 237 158 . 238 179 119 201151 101. 238 179 119 8 J14 1670 257 193 129 173 130 87. 257 . 193 . 129 13 8 J 16 1339 121 191 161 141 71 206 155 103 6 J 18 786 121 91 6f 115 - 86 58 121 91 61 6 J12 1508 232 174 116 117 88 59 176 . 6 J 14 1111 ,171 128 - 86 132 69 . 86 - - 65 43 129 98 65 6 J 16 910 140 105 70 70 53 35 105 80 53 6 118 552 85 64 43 58 44 29 85 64 43 8 J 14 1812 302 227 151 220 165 --110 302 227 151 8 J 16 1452 242 182 121 179 134 - 90 242 182 121 i 1 2 8 J 18 858 143 107 72 143 107 72 143 107 72 6 J 12 1638 273 205 J 14 137 149 112 75 .224 168 - 113 6 1206 201 151 101 110 83 '55 165 125 83 6 J 16 - 990 165 124 83 90 68 45 135 102. 68 6 J 18 594 99. 74 50 73 55 37 99 -'74 50 . . 8 J 14 1974 359 269 180-- -- 285 214 -_143 -- -359 269 180 8 J 16 1584 288 216 144 233 175 117 288 216 144 11 8 J 18 935 170 128 85 170 128 85 170 128 --� 85 6 J 12 1787 325 244 - 163 193 145 97 290 218 146 6 J 14 1320 240 180 120 143 107 72 215 161 108 6 J 16 1078 196 147 98 1f7 I1 88 59 --176 132 89 fi J 18 654 119 - 89 60 95 I 71 48 119 '-89' 60 8 J 14 2175 - 435 326 B J 218 '380 285 190 435 326—-- 218 1 0 1745 349 262 175 310 233 155 349 262 175 6 J 18 " 1030 206 155 103 206 155 103 206 155 103 6 J 14 1450 290 218 145 190 143 95 285 215 143 6 J 16 1185 237 178 119 155 116 78 233 174 117 6 J 18 715 143 107 72 - 127 95 64 - 143 107 72 9 6 J 14 1611 358 269 261 196 131 358 269 179 6 J 16 1318 293 220 147 213 160 107 293 220 147 6 J 18796 177 133- - 89 174 131 - 87 177 133 89� O -_- _6 J 14 1816 454 341 227 372 279 —_—186 454 341 ---227 v 6 J 16 1484 371 278 186 304 228 152 371 278 186 6.1 18 896 224 168 112 224 168 112 224 168 112 _ _6 J 14 2075 593 445 297 -- 555 416 278 6 J 16 1697 , 593 445-- 297 485 364 243 454 34122Y 485 364 243 6 J 18_ 1025 293 220 . 147 293 220 147 _ 293 _ 220 ^ 147 1.The bearing ends of all Joists not terminating In a Joist hanger 6.The figures in the total load columns for the table give the must be reinforced with either end clips,web stiffeners or clip - total safe uniformly-distributed load-carrying capacities,in pounds per angles as may be appropriate. square foot.The weight of dead loads,including the Joists,must in all 2.Minimum end bearing =1Yr". cases be deducted to determine the live load-carrying capacities of the 3.Simple spans should be measured from face of support to Joists' -face of support, - 7.The figures shown In the live load columns of the table are the 4.Bridging must be provided at mid span 10-16 foot spans when the total . loads per square foot which will produce a deflection of L/360 load Is 50 PSF or less.For spans greater than 16 feet,or when the or L/240 o the span.If the d i load is equal sto tress, the total loan the total all total load Is greater than 50 PSF,provide bridging at third-points,All allowable Joist load s governed by stress,In no case D shell the total load(dead load plus live load)caDeclty of the - bridging must be In place prior to placing any loads on the floor Joists. Joist be exceeded. - 5.Top flange bridging can be assumed to be provided by the proper te 8.No composite action was considered for determination of attachment of flooring material(Le.metal deck,plywood,etc.).Bottom stress or sitle actio flange bridging may be provided by strapping,furring,etc. Both flanges - - are braced when solid bridging is used. - - 12 :;4�f IMI TStTECHNICAL SUPPORT 5.3/Mar Table V-Maximum Allowable Reactions - single Unreinforced Webs (LBS.) ENO REACTIONS END REACTIONS INTERIOR REACTION INTERIOR REACTION UNIFORM LOADS WITH OPPOSITE AT CONCENTRATED WITH.SUPPORT AT ONLY CONCENTRATED'LOADS LOAD CONCENTRATED LOAD SECTIN DES G ATION I I. l_ BEARING LE'NGT'H(IN.) BEARING LENGTH(INTTT.))_ BEARING LENGTH(IN.) BEARING LENGTH�IN._� 1.5 3.5 6.0 1.5 3.5 1 6.0 3.5 6.0 3.5 6.0 6 J 18 250 330 - 420 170 220 290. 790. 1070 640 680. . - 6 J 16 - .. .500 . •.620 780 340 430 540" 1520 1970 1400 1460 6 114 930 1130 1380 650 790 970 2400 2920 2410 250 6 J 12 2160 2520. 2960 1550 1800 2110 4770. 5400 5290 5440 8 J 18. 230 300 380 150 190 250 740„ 1000 530 560 8 J 16 460 580 730 310 390 490 1440 -1870 1220 1270 8J 14 870- 1060 1300 600 730. 900 2310 2810 2170 2260 8 J 12 2080 2420 2840 1470 1710 - 2010 4640 5260 4950 5090 91h J 16 440 550 690- 290 370 460- 1390 1810 1100 1160 91h J 14 840 1020 1250 570 700 850 2250 2730 2030 2110 91A J 12 2030 2360 2770 1420 1650 1940. 4560 5160 4740 4870 10 J16 430 530 - '670. 280 350 440 1360 1770 1040 1090- 1.0 J 14 820 1000 1220 560 680 - 830 2210 2690 1940 2020 10 J 12 2000 2320 2730 1390 1620 1900 4510 5110 4610 4740 12 J 16 .'. .390"„_ 490 .620,. 240 310 390 1290 .1670 .850 900 12 JA 4 770 940 1150 510 620 760 2120 2570 1710 1770 12 J 12. 1920 2230 2620 1320 1,530 1800 4380 4960 4270 4390 NOTES: - 1.Where actual reactions exceed those listed above, web stiffening is required. 2.All sections required to transfer vertical loads from load bearing walls should use end andlor interior web stiffeners. _ 3. Holes in joists shall not be located closer than 12" from bearing points. - 4.Above values are calculated in accordance with AISI 3.5.1-1 (assumption is made that all imposed loads fall directly over supports). Table VI - Built-Up Lintels - Physical and Structural Properties B' DIMENSIONS WEIGHT NET - MAJOR AXIS' SECTION AREA DESIGNATION RESISTING A B B' C Ixx Sxx MOMENT -1 (IN.) (IN.) (IN.) (IN.) (LBS/LF) (W) (IN') -(IN') (IN LOS) 231/2118 51/4 11/, 1% %6 3.412 .978 4.448 1.618 33,942 2 5'/2 L 16 5'/2 1% 1% >/,a 4.206 1.206 5.450 1.982 72,840 x- --+- X A 25'/2L 14- 5'% 1% 1% %a 5.192 1.490 6.676- 2.428 55,658 C I2 71h L 18 7'% 12% 1'% %e .4.240 1.152 8.572 2.364 48,131 2 71A L 16 7'/, 1% 16 °66 4.956 1.422 10.518 2.902 81,507. -- 27'/,L 14 7'/, 1%. 1'% °/u 6.124 1.758 12.900 3.562 106,860 291/eL 16 9'/, 1% 1% 88/n' 5.812 1.668 18.996 4.108 107,292 R 2996 L 1.4 91% 1% 1% °66 7.192 1 2.064 23,360 5.050 142,926 Table Vll - Built-Up Lintels - Maximum Allowable Loads (PLF) MAXIMUM CONC.. SECTION LOAD(LBS) SPAN(FT) DESIGNATION - 11h"BRG. 3'h"BRG. q 5 6 7 S 9 10 2-592 L 18 790 1010 1496 718 - 665 488 (374) (295) - (239) 23'/2 L 16 1530 1840. 2477 1189 - 1101 - (808) (619)" (489) (396) 2-51/2 L 14 2380 -2790 3035 1456 1348 991 (758) (599) (485) 2-71A L 18. -750 960 2201 1049 971 714 546. 431 349 2-794 L 16 1460 1760 3627 1741 1612 1184 (906) (716) (580) 2796 L 14 2300 2690 4452 2137 1978 1453 (1113) (879) (712) 2 91/4 L 16 1380 1660 5134 2464 2282 1676 1283 1014 (821) 2 91A L 14 2210' 2580 6312 3030 2805 2061 1578 1246 (1009) NOTES . . ----- 1.Lintel members are designed to act as one member and adequate attachments must be provided. 2.Webs at ends of all members shall be stiffened. 3.Values shown in parenthesis indicate deflection exceeds 11360. 4. Maximum concentrated load indicates the load at which web stiffeners are required to prevent web crippling. 13 Place web stiffeners in each member. I ,I'f II)LllUM IN PL!1t,f:: Illustrative Details BRIDLE HANGER. WF BEAM(LESS THAN JOIST DEPTH) i�l\ YI\ SHORT WEB REINFORCEMENT - I I� YI -JOIST$ .- - CJOIST \ STEEL BEAM OR - BEARING WALL WEB STIFFEN ERS `\ STUD - STEELSTRAPS TRACK .. STUD OS.TEETLANGLLEO PERIMETERCHANNELLOIST WEB STIFFENER- - CREW ED PLATE TRACK TRACN STUD_ t MASONRY WALL CLIP ANGLE POCKETIN _CONCRETE. WALL(FILL FLOOR WITH GROUT) ./. STRUCTURAL ANGLE I CONTINUOUS ANGLE - � I STEEL BEAM CLIP - ANGLE GJOIST .STUD' 14 MUM Cr'iC06.^,i�ONLNI 1=`IAhIL 5.3/Mar Accessories 4 TOP FLANGE BRIDGING �4 (FL REQUIRED) C JOIST HOLE REINFORCEMENT PLATE / JOISTS . L STRAP BRIDGING - PERIMETER CHANNEL - BUILT UP HEADER JOIST HANGER Y i I + � I CLIP ANGLE f JOIST JOIST TRACK. •. STUD Description WEB STIFFENERS are used to prevent web crippling at joist bearing points or points of concentrated loads. HOLE REINFORCEMENT PLATES are used to reinforce -- CJOIST the webs of joists where large holes are required for placement of services through the joists. wEe STIFFENER--- JOIST HANGERS are.used to support the ends of joists . for framing around floor openings,or similar framing, situations. BRIDLE HANGERS are used to support the ends of joists for framing into structural steel. (Web stiffening required.) CLIP ANGLES are custom made accessories used for attaching members together when standard connection methods are not practical. TRACK- _...,.STUD SHORT WEB REINFORCEMENT is a piece of similar size joist used to stiffen the main joist web over interior bearing points. 15 ;f.R,lRLY. INSTALLATION Installation Excellent results will be achieved either through on-site masonry anchors may be used. Care should be given to construction (stick building)or prefabrication of panels the selection of fasteners used for this purpose. The and sub-components (penalization), if care is given to cer- followingtables offer suggested tain details of design and installation. Panelization has 99estnd design loads for power- proven highly effective for large projects where repetitive driven fasteners in concrete and steel: panel configurations may be selected: In most cases, panels can be installed with finished materials already SUGGESTED DESIGN LOADS FOR POWER DRIVEN FASTENERS Allowable working values in stone aggregate concrete(lbs.) attached which enables the project to move ahead faster even during periods of adverse weather. Where paneliza- tion is unworkable because of the lack of repetitive condi- Concrete tions, consideration should be given to the shop fabrica- Strength(PSI) Minimum tionofrough openings and headers. Our Architectural Type of Shank Minimum Type of Fastener Services Department stands ready to offer guidance as to Shot Diameter Penetration Loading 20003000 4000 Spacing the preferred construction technique for your project. LOw 1/8" 31a"' ul out 121 la h" Whether stick built or panelized, care must be given to Velocity Shear 152 168 186 the bracing and anchorage of steel framed walls and 9164 Pwlout __6__20_7252 3" floors. The following guidelines will offer some suggestionsShear 250 278 306 on key areas of lightweight steel framed construction: 5/32" 1V4" Pullout 242 311 380 3+/4` Shear 361 402 442 Wali Framing Standard 11164" 1114" Pullout 1 323 429 409 41A Attention should be given to three areas of wall framin Velocity Shear 370 550 531 - horizontal bracing, diagonal bracing and anchorage. 9 316 1vz Pu lout 4 5 4 592 avz" Horizontal bracing may be used to obtain higher axial Shear 518 781 735 loading than given in the preceding tables. Several types NOTES of horizontal bracing areavailable including strap bridging; ?. Shear and pullout values based on average test results divided V-bar, or channel bridging. Each of these products offers by a safety factor of 4.Test data is available from fastener different advantages and their installation should be manufacturers. reviewed by a qualified.engineer to check their suitability2. The shadesnk diameters limit shear load for some steel thicknesses in any design. - and shank diameters as shown in the acing following strength where steel bearing capacity may control. Bearing strength based on Diagonal bracing is used to resist racking loads Bearing Area x 21 x 33,000 psi, imposed by wind or earthquake. It consists of steel strap- ping diagonally applied across a group of studs from the A__LOWABLE SHEAR LOAD(Lbs.) bottom of one stud to the top of another. The optimum Shank Steel Thickness angle of attachment should be between 45 and 60 Diameter 16 GA is Ga. 20 GA. degrees. Gusset plates should be used to attach the strap - 5132••_ . 388_ at the stud/track intersection. Since diagonal bracing is _11184 x_,_,_517 427 intended to transmit vertical uplift to the foundation, they - _ 3n 6' 777 621 466 should be attached as near as possible to the end of the 3. Power driven fasteners should not be located closer than 3" wall, and anchor bolted t0 the foundation. from the edge or the concrete may crack, and the fastener Anchorage-Track members are generally attached to won't hold. concrete or hot-rolled structural steel through the use of 4. A minimumfastenerspacing is also recommended to prevent power-actuated fasteners. For concrete, expansion type concrete cracking. - 5. A concrete slab should be three limes'as thick as the fastener penetration depth. If too thin, the compressiveforces forming at. the point can cause the far side of the concrete to break away, resulting loss of holding power. SUGGESTED DESIGN LOADS FOR POWER DRIVEN FASTENERS In structural steel (lbs.) Steel 118 Dia.Shank 5132" Dia.Shank 3116 Dia Shank1 Thickness Steel Thickness Steel Thickness' I 'Steel Thickness' -� Gage 114" - 318" 112" 114" - 318" 112" 114" 318" - 112" (Ib _._._ . s) (lbs) - {lbs.) 12 375 _ 500 625475 _ 650 825 575 800 1000 _ 14 375 500_ _625 475 650 808 575 , . . 800 970 16 375 500 518 475 647 ---647 575 777T 777 18 ' - 375 414 414 1 475 517 517 575 621 621 20 . 310_ 310 310 388 __ 388 388 466 466 468 'Hot Rolled Structural Steel - - ---- NOTES: . . 1. Shear and pullout values shown above are based on average 3. Fasteners should not be located less than +/z" from the edge smooth shank fastener test results divided by a safety factor. - ..of steel. of 4. Knurled shanks would increase pullout values shown. 4.' A minimum fastener spacing of 11/2" is necessary. Test data available from fastener manufacturers. 5. Bearing strength based upon: Bearing area x 2.1 x 33,000 2. Tests conducted with the point driven completely through the for cold-formed steel. - psi back side of the hot-rolled steel member.This is necessary to obtain proper gripping force. - 16 MN[11Ia 5.31Mar SUGGESTED DESIGN LOADS FOR EXPANSION MASONRY ANCHORS - Allowable working values in stone aggregate concrete(Ibs.) Type Minimum Minimum Minimum Anchor Minimum of Concrete Strength(PSI) Anchor Edge Slab .Dia Embedment Loading 2000 3000 4000 Spacing Distance Thickness 112" 2'/4" Pullout 1396 1746 2433 5" 21/2" 3+/4' - Shear 2566 2566 2566 -- __2 — -— - — --- - - 5l8 �/4Pullout 2356 I 2946 4123 61/4 - 36 4" Shear 3733 3733 _ 3733 314- 31/4" Pullout 3173 3966 5553 71/2" 33/4" q3/4" — -- — Shear � 5600 _ 5600--_ 5600 J" 41/z" Pullout 5066 6333 8866 10" 5"_ 6Y2"" I _._Shear __ —7333 NOTES: 1. Shear and pullout strength based on average test results divided 3. Minimum spacing,edge distance and slab thickness as noted by a safety factor:of4.Test data is available from anchor in the table is necessary. manufacturer. 2. Designer should calculate bearing strength of the material being connected for comparison to the shear loads shown. - Bearing strength of steel: Bearing Area x 2.1 x Fv. - Floor Framing Proper installations procedures will insure strong, For the application of plywood to steel joists screws or stable and acoustically satisfactory floors. Attention power-driven nails may be used. If screws are used, there should be given to three detail areas of this construction: is no requirement for adhesives. When nails are used, a bearing support, openings and web stiffening at reaction' - suitable construction adhesive compatible with galvanized points. steel should be used in the assembly. Whether required Bearing.support area insures that joist members per- for construction or not, adhesives will improve the form to their maximum capability. The minimum end bear- acoustical performance of floors. ing for joists is 11/2 inches. For continuous spans, the minimum interior bearing support allowable is 31/2 inches. Openings may be cut in Super C-Joists to accom- RECOMMENDED FASTENER HEAD DESIGN modate the passage of pipe, electric wires or other serv- ices. The maximum allowable hole diameter is 2 inches - -less than the depth of the joist. Holes larger than 3 inches FACING MATERIAL HEAD DESIGN in diameter should bereinforcedwith hole reinforcement. Gypsum Sheathing _ Phillips plates as shown in the Accessories section of this Plywood sheeting Bugle Head catalog. Cement Asbestos Phillips Web stiffeners should be used at all reaction points in Board Wafer Head accordance with the tables. These members prevent trip- Metal Lath pling of the web of the C-Joist member and may serve to Metal Panels Hex transmit concentrated loads to the studs below. it should Metal Deck washer Head be noted that joist webs should always be aligned directly. wood Trim - Phillips Trim Head over stud webs. Attachment Of Collateral Material General Notes on Screw Attachment of Collateral Materials A wide variety of screws have been developed for the at- 1. It is recommended that all screws used for exterior tachment ofdifferent collateral materials to lightweight applications be zinc or cadmium plated. .steel framing. The difference in fastenersisprincipally 2. The screw manufacturers standard recommendations head design. All fasteners are the self-tapping, self-drilling for the appropriate screw gun or drill, including speed type and are attached with electric screw guns. The table and amperage should be closely followed. that follows lists the common collateral materials and the 3. Insure that design guidelines for location of fasteners head design which should be used with them: in collateral materials are closely followed. 17 `.l( LY, IN"'11AIJ_ATION "Fabrication Careful consideration should be given to the fabrication achieved with either E6012 or AWS E7014 electrodes. This Of STUD-RITE LIGHTWEIGHT STEEL FRAMING. There are method requires a trained and experienced operator but numerous, widely accepted techniques for the cutting and will prove very effective for field welding. attachment of the framing members. The attachments are important because they insure the performance of the The following general recommendations should be products as designed. The following is a general discus- followed for all welding operations: sion of the guidelines for the design and execution of 1. Welding should be performed in accordance with the STUD-RITE LIGHTWEIGHT STEEL FRAMING installation. latest recommended practices of the American Cutting of Steel Framing Members Welding society. 2. Manufacturers of welding equipment should be There are many numerous techniques for the cutting of - consulted in the proper and safe usage of welding steel framing including radial arm saw, portable circular saw, and chop saw. In reviewing the most approequipment. priate 3. equipmequipmexhaust of welding fumes must be provided. method for an individual project consideration should be 4. Inorderto insure corrosion resistance, welded areas given to: repetitiveness of task, site conditions,quality should be touched up with zinc rich paint or other control and safety. Methods which are applicable for shop suitable coating- fabrication frequently do not lend themselves to-on-site The designer should specify the welds in accordance with cutting. In the use of any individual method, conformance the suggested shear strength table below: to the manufacturer's recommended safety practice and OSHA requirements is strongly urged. Radial arm saws are most applicable to shop fabrica. SUGGESTED SHEAR STRENGTH' tion. It is recommended that 14" minimum blade diameter OF WELDED CONNECTIONS saws be utilized with friction type cutting blades (10-12 teeth per inch) or reinforced abrasive cut-off wheels. Most Gauge of Thinnest Allowable She Load Per saws in this category are 6 hp or above. This method is Member Being Joined Connection (I rlineal inch) extremely precise and may be used with jigs for repetitive cutting. 12 2100 Portable circular saws are a good field cutting method. 14 1500. - They are lightweight, easy to handle and allow for the - 16 1218 operator to work unconfined areas. If this method is 18 - 789 selected, worm drive units of 3 or more horse power with 20 500 .8" blades are recommended. Metal slicing or abrasive cutoff wheels may be used. This method is not recom- These values calculated in accordance with AISI mended for repetitive cutting as it is less precise than Specification Section 4.2.1.2.4 other methods. - Chop saws combine many of the good features of each of the above methods. They are small and portable, and Screw Fastening can be bench mounted for use with jigs or cutting stops. Successfull attachment of lightweight steel framing The Black & Decker Model 3934 with 14" abrasive cutoff members can readily be achieved through the use of wheel is efficient and inexpensive. This method generally self-tapping, self-drilling screwsmanufactured for this is the most economical technique. purpose. Used in combinationwith electric or pneumatic screw guns,they offer an inexpensive and high speed Welding fastening method. Again, it is important that the con- Strong and efficient attachment of tt a members can be nection be designed to allow the structural members to achieved through welding. Again, consideration must be function at their maximum capability. given to the size of the task and construction conditions It is recommended that hex washer head type screws be in order to determine the most effective method. used since they transmit the maximum amount of driving Good connections will allow the structural member to torque to the screw from the screw gun. In the selection perform to its designed capacity. On-site supervision of the appropriate screw gun care should be given to should insure conformance tothe-specified welding select a driver with at least 4 amp electric motor and-a no criteria. load RPM capability of approximately 1750 RPMs. . Excellent results will be achieved with either Gas Metal - Arc welding (GMAW) or Shielded Metal Arc Welding SUGGESTED SHEAR STRENGTH FOR SCREWS (SMAW). Each technique has its application and the suppliers can provide additional information on the most STEEL NO. 12.14 NO. 10-16 NO.8.18 NO.6,S-12 appropriate method for each installation. - THICKNESS. D='177" .D=AST' D-=.125 D=.106" GMAW, also known as Metal Inert Gas or MIG Welding, SHEAR OR SHEAR OR SHEAR OR SHEAR OR is a semi-automatic process which uses a consumable GAGE BEARING BEARING BEARING BEARING wire electrode which is fed.to a special welding gun.The 12 861 N.A. N.A. N.A. electrode again provides the filler metal in the fusion proc- 14 788 636 . N.A. N.A. ess. Numerous types of shielding gases are used in this 16 733 621 498. 381 .process but carbon dioxide (CO2) is efficient and least _78 505 474- 401 - 351 costly. This method is the most widely used today and is 20 344 334 310 263 particularly suitable for shop operations or panelization. 1.Shear strength based on average test result divided by a SMAW, commonly called Stick Weldin safety factor of 2.5. g, is a manual 2.Bearing strength based upon: Bearing Area x 2.1 x Fy. welding process which utilizes an electrode (stick) which 3.Minimum screw spacing and edge distance shall be not less decomposes in the fusion process. The electrode than 11/2 D. becomes the filler metal. Satisfactoryresults can be 4.When connecting materials with different gages,use loads for the lighter gage. 18 marina T`:TECHNICAL SUPPORT 5.3/Mar �P@cificatlon Installation Wall Framing Materials 3.1 Top and bottom track shall be securely anchored to 1.1 All framing materials shall be of the type and size ceiling or roof structure overhead and to floor shown on the drawings and shall be the Stud-Rite stucture below. Track shall be anchored with anchor Lightweight Steel Framing System, manufactured in bolts, concrete nails, powder actuated fasteners, accordance with ASTM C-955 by Marino Industries screws, expansion bolts or by welding as shown on Corp., Montrose Road, Westbury, New York. drawings. Maximum spacings for anchors shall be 24" 1.2 All 20 gauge lightweight steel framing members O.C. and no nearer than 4" from either end of track. shall be manufactured from steel made in 3.2 At track butt joints, track will be anchored to a accordance with ASTM specification A-446, Grade common structural element. If track must be spliced, a "A", with a-minimum yield stregnth of 33,000 psi.. 12" piece of stud of the same size and gauge will be 1.3 All 18 gauge lightweight steel framing members used as a connector. shall be manufactured from steel conforming to 3.3 Studs shall be seated squarely in track with stud ASTM specification A-446, Grade "B", with a flanges abutting track flanges. Studs shall be plumbed, minimum yield strength of 37,000 psi. aligned, and squarely attached to flanges of top and 1.4 All 12, 14, and 15 gauge lightweight steel framing bottom track. members shall be manufactured from steel made in 3.4 Splices in axially loaded.studs shall not be permitted. accordance with ASTM specification A-446, Grade 3.5 Studs shall be positioned in track so as to be aligned "D", with a minimum yield strength of 50,000 psi: directly below floor, roof or ceiling framing members 1.5 All materials shall be hot-dipped galvanized steel for overhead. If unable to center and directly transfer greatest corrosion resistance, conforming to loads from floor or roof framing (such as.openings) . Federal specification QQS-774,7ype 1, Class "E", to the studs, lintels shall beprovided. and ASTM specification A525. 3.6 Horizontal strap bracing shall be installedwhere necessary during construction to support framing Fabrication members across minor axis before attachment of 2.1 All material shall be handled and stored on jobsite sheathing materials. in such a.manner as to avoid distortion. 3.7 Insulation matching that tequired elsewhere will be 2.2 Damaged materials will be immediately removed installed in areas not accessible to insulation con- from the jobsite. tractor after completion of the framing. 2.3 Fasteners shall be of sufficient size and/or quantity to insure the strength of connections. Installation Floor Framing 2.4 All field abrasion to members from welding shall be 4.1 Joist bridging shall be installed as shown on plans touched up with a zinc-rich paint or primer. prior to application of metal deck or plywood. 2.5 Wire tying of components shall not be permitted. 4.2 Web stiffeners or end clips shall be used at end 2.6 Screws shall be cadmium or zinc plated for reaction points as shown on plans. corrosion resistance. - .4.3 Joists shall be located directly over wall studs or on 2.7 Prefabricated panels shall be square and braced lintels provided for load distribution. - against racking, Lifting of prefabricated panels shall 4.4 Minimum bearing area for joist ends will be 11/2 be done in such a manner to minimize distortion in - Minimum bearing area for interior support in Contin- . any.member. uous spans will be 31/2". It 6� gg , n� ! v s� 19 c. Lo [-1/% LL STEAM SUPPLY / � 1-o!2" .CGMBl/KETTLE SUPPL'I—I BALL VALVE (2. REOD) CV `- ^ ' PITCHED 5' FOR CONDENSATE DRAINAGE J', f- - I^ SOLENOID VALVE STRAINER (Z REtIO) ` I, I 1 ' SOLENOID YALE IaE!F'L. VENT A902L I J 4- s6 'NC LARGER.. _ WArFR LE'JcL - f /b' SCLENOZD VALVE, 7P61_ SY5TE�. OF 601LE34 MAIN SHUT CFF ' - I CLQ.181 ' ' I KETTLE m COLD - - a WATER - INLET i. ♦ I� - WATER LEVEL - :STEAL IMCE11SATE 1• - 1 j i . ' - L - - Tach: --i L- ` ZONE -1 -_ :. FT ZONE 2... Lo J� I ..�� BOILER FEED WATER—� - 3/4" SOLENOID VALVE cV CHECK VALVE - - I' RETURN LINES J 1-1/4" CONDENSATE RETURN Ld CONTRACT. N... _ THE pub BFEW-1i443 CO. - 185 -RCUTE 17 . - _ — -M.AHWAH, N. J. 07450 - - FP.EP HG9.21/43 C T � PVCON`�JEICT '-Ns iFOR REF ONLY ) - - SIZE R I NUMBERR_FJ - LJ L. ET `-:GALE NONE �IlfiIN ON laVd _ JZ[. _ "pOe iV 1. IaF rs Nf 4j:nllVl.r I xvw Isd sl cl-rrrilra f,k-1 Ncl A38 HO-4) /901GY9d6 a I1i65,#td ]`dY a3T lH; IV-H ��JJ m NOLLVIOSII r 3NW Va IiN - o O j x co � a-�avlN3 NnnHs - -.Z 0) - 3N71 Alddls 3_nD3i3 tet! PMA I l - �^ v - - {-� 3W-1 N ujz3 3191X314 �• - 1 `n . 3A_IVF. IIVB�� C� - - �q, r '�� rra'1i�3 aro Alddlst = ' 33 ��^d t 13H.` 3dld 0. O3cJ5 .Zi I- T Titg of ftem, mttssttc4usctts lie Public Prupertq Eepartment iiuilbing Department (One Kalem (ireen 508-745-9595 f-9. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer December 15, 1994 Peter F. Dineo 546 Main Street Stoneham, Mass. 02180 RE: 278 Derby Street Dear Mr. Dineo: On November 9, 1994 my Assistant Building Inspector, Mr. John Jennings wrote you a letter asking for job reports every week and a few updated drawings. To this date we have only received one job report and no updated drawings of on going work. If this trend continues the permit will be revoked as of December 28, 1994. A list of our demands are as followed: #1) Relocation of boiler room, drawings of venting system and new location. #2) Engineers stamp approval of floor joist above kitchen area. (Metal joist) #3) Need spec sheet on type of finish on wood work. #4) Shop drawings required at awning and canopy area. #5) Need drawing on fire rating at windows between first second levels. #6) This job is under Article 127 Construction Control. We have received only one report. I request a job report at least by- weekly. If this office does not find a considerable change in supervision of the on site activity, reports, and updated drawings we will revoke the building permit per our first notification. Please do not hesitate to call so this matter can be straightened out and work can continue in an orderly fashion. Sincerely, Leo E. Tremblay Inspector of Buildings LET: scm Certified Mail # P 921 991 655 ---OP-2001-0032 Commonwealth of Massachusetts City of Salem BUILDING,ELECTRICAL&MECHANICAL PERMITS DEPARTMENT This is to Certify that the BUSINESS located at Dwelling Type 0278 D-E-RB Y STREET 282 in the CITY OF SALEM i Address - Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY Permit#225-2000 Dunkin Donuts &Baskin Robbins This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires _ unless sooner suspended or revoked. ------------------ Expiration Date e Issued On:Thu Jan 11;2001 — -� ---- ----- GeoTMS®1998 Des Lauriers&Associates,Inc. ------------------------------------ ------------------------------------------ CERTIFICATE OF OCCUPANCY #� CITY OF SALEM Issued.1241L Permit SALEM, MASSACHUSETTS 01970 City of Salem Building Dept. DATE 0 CT D B^. 15 19 '37 PERMIT NO. 59=1-qq7 APPLICANT GEORGE K. OSGOOD AODRESS1(710 NA Ihl IS AVF"N! I' (NO.1 (STREET) (CONTR S LICENSE) CITY MARBLEHEAD STATEMIA ZIPCODEI7119:5 TEL.NO.F•17-F3l -9;l88 NUMBER OF PERMITTO 0THFR (_) STORY SIQR12 C; h'IFO ghIT71_F DWELLING UNITS (TYPE OFIMPROVEMEN 1) N0. IPROPOSEOUSE) ZONING AT(LOCATION)n E''-Ta r.ocn'..• r-It 'PF''� DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) LOT(CROSS STREET) _ SUBDIVISION 'MRF' LOT 1-='-'• BLOCK SIZE Ouh='9' +u SCI FT BUILDING IS TO BE FT.WIDE BY FT.LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: FII`T SH 1EQ0 S- ET REIGIl S'Pr.r- i PR I: I ANS GI IRM IIIED EQR 2,82 1=1—r4Y AREA ORPERMIT VOLUME ESTIMATED COST.$ FEE $ 7�7- I,!i• (CLIBIGBOUARE FEET) , OWNER 7151200D CEDE36E R BUILDING DEPT. ADDRESS84 NAUGUS AVFN! I= BY I E. ' :PC of *tt1Em, Mtts1iar4us>etts Public Propertu i9epurtment '^ Nuilbing tDepurtment (One t9sirm (careen 388-745-9593 Cxt. 380 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer May 2 , 1995 RE : 278 Derby Street Dear Owner and Architect : This department will not issue a Certificate of Occupancy at the above mentioned property until the items listed below are attended too. This department continues to be ignored upon its Inspections , and having these violations corrected. #1 . Carpet shall be approved by fire department. #2 . Install partition around boiler for hot water heater. #3 . Mark floor in area of egress at rear storage room. #4 . Letter from Electrical , Mechanical, and Architect stating that all work was performed according to there specifications . #5 . As Built drawings . #6 . Install all panic hardware on egress doors . #7 . Chlorination test on new 2" water line . Please contact this office upon receipt of this letter as to advise us of your intentions in this matter. Thank you in advance for your anticipated cooperation in this matter . Sincerely, Leo E . Tremblay h Inspector of Buildings LET: scm cc: David Shea Fire Department Health Department Councillor O ' Leary, :lard 4 UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS PENALTY FOR PRIVATE Print your name,addressUSE TO AVOID PAYMENT,and ZIP CODE in the space below. OF POSTAGE,$300 Complete items 1,2,and 3 on the reverse •Mnislen grammar ends and attach to front of article if space U.S.MAIL Oermits.Otherwise affix to back of article. i! •Endorse article "Return Receipt Requested adjacent to number RETURN TO I Robert E. Gauthier, Building Inspector I (Name of Sender) One Salem Green (Street or P.O. Box) r Salem, MA 01970 4 (City, State, and ZIP Code) r" • SENDER:Complete items 1,2,antl 3. Add your address in thez." ETUPN TO space on reverse. 1. The following service is requested(check one). (d Show to whom and date delivered... .... . ..45 R D Show to whom,date,and address of delivery.. 6 D RESTRICTED DELIVERY Show to whom and date delivered..... . . . .. . s D RESTRICTED DELIVERY to Showto whom,date,and addressof delivery.5 m -� (CONSULT POSTMASTER FOR FEES) c Z 2. ARTICLE ADDRESSED TO: M Jimmy' s Marine Service M 278 Derby Street Salem, MA 01970 3. ARTICLE DESCRIPTION: REGISTERED NO. CERTIFIED NO. INSURED NO. G 7188802 M (Always obtain signature of addressee or agent) m o I have received the�article described above. Z SIGNATU D Addressee D Authorized agent x C m 4. Q AT DELIVERY TMARK D ZAo n 5. ADDRESS(Complete only d reque i' m FD it m 6. UNABLE TO DELIVEF BECAUSE,,, '•CLERK'S 0 � -INITIALS D r *GPO'.1977—0—249-595 r_� 5 cif of "Salem, nsar4u!n is �A Robert E. Gauthier One Salem. Green 74�-U213 February 24, 1981 Jimmy's Marine Service 278 Derby Street RE: Sign Bond Salem, MA 01970 278 Derby St. , Salem SECOND NOTICE Dear Sir: The bond for your sign located at 278 Derby Street expired in August, 1980. If a new bond is not filed at the City Clerk's office immediately, it will be necessary to revoke the sign permit and order the sign removed. Very truly yours, Building Inspector & Zoning Enforcement Officer REG:C Certified Mail #7188802 DEC 3 : CtU IIfM1PITi� 4flassar4usieffs �Bottrb of �tNvvral DECISION ON THE PETITION OF GEORGE K. OSGOOD FOR A VARIANCE �AT A DERBY ST: (B-5) A hearing on this petition was held November 16, 1989 with the following Board Members present: James Fleming, Chairman; Messrs. , Febonio, Luzinski, Nutting and Associate Member Dore. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner, owner of the property, is reouesting a Variance to allow the property to be used for research and development of crystalline materials in this B-5 district. The Variance which i.as been requested may be granted upon a finding of the Board that: a. special conditions and circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings and structures in the same district; b. literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise, to the petitioner, and; C. desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented at the nearing, and after viewing the plans, makes the following findings of `act: 1 . There was no neighborhood opposition expressed. 2. Those who spoke in favor considered the proposed use of the property to be an asset to the community as it would provide appropriate needed business in the area. 3. Approval would enable a Salem company to remain in Salem. On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal, concludes as follows: 1 . Special conditions exist which especially affect the subject property but not the district generally. 2. Literal enforcement of the provisions of the Ordinance would work a substantial hardship on the petitioner. 3. Desirable relief may be granted .without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the ordinance. i' DECISION ON THE PETITION OF GEORGE K. OSGOOD FOR A VARIANCE AT 278 DERBY ST. , SALEM page two Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the Variance requested on condition petitioner meet all requirements of the Salem Fire Prevention Bureau. GRANTED Peter A. Dore, Associate Member, Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK if ',,v, ..:!I h£ u .'10 . urs.._�,r :.-flan 17 of ro c:.:d or Cu^_'icat^_ of _.,. BOARD OF APPEAL] VPETER F. DIMEO ASSOCIATES, INC. ARCHITECTS ENGINEERS y 4 6 M A I N S T R E E T , S T O N E H A M , MASSACHUSETTS 0 2 1 80 T E L . 4 3 8 - 0 9 0 0 F A X 4 3 8 - 5 9 4 0 4,1 November 15 , 1994 Mr. Leo Tremblay Building Inspector City Of Salem Building Department One Salem Green Salem, MA. 01970 RE: Olde Salem Brewery and Grille 278 Derby Street Salem, MA. 01970 Dear Mr . Tremblay, As per our latest site inspection , the following work is being performed . 1 . Metal studs are being installed . 2. Finish carpenters have begun building the built-in benches . 3 . Quarry tile is being installed in the brew house and cold box. 4. Rough plumbing has been insalled and back filled . - 5. Electrical contractor has begun rough wiring. 6. Some gypsum board is being installed . 7. Exterior terrace foundation wall completed . All work is being performed 'substantially in accordance with plans provided by this office and the Massachusetts State Building Code . If there are any questions regarding any of the above , please do not hesitate to contact this office . Sincerely, PETZR F . DIMEO ASSOCIATES , INC . Peter F. D ' IA PETER F. DIMEO ASSOCIATES, INC. ARCHITECTS ENGINEERS 548 MAIN STREET , STONEHAM . MASSACHUSETTS 02180BtTjELLj)j¢agDETrT FAX 438 - 5940 December 31 , 1994 AN IZ 09 Pik °gq RECEIVED J Mr. Leo Tremblay CITY OF SALEN,4,ASS. Building Inspector City of Salem Building Department One Salem Green Salem, MA. 01970 RE: Olde Salem Brewery and Grille 278 Derby Street Salem, MA. 01970 Page 2 of 2 All work is being performed substantially in accordance with plans provided by this office and the Massachusetts State Building Code . If there are any questions regarding any of the above , please do not hesitate to contact this office . Sincerely, TER F. DI kAIA TES , INC. Peter F . PETER F. DIMEO ASSOCIATES, INC. ARCHITECTS ENGINEERS 548 MAIN STREET , STONEHAM , MASSACHUSETTS BiJ118o (�,T@d)Ej%h- 0900 FAX 438 - 5940 December 31 , 1994 jtgm I IZ 09 P1 ®94 Mr .Leo Tremblay REa Building Inspector CITY OF SALEM, ALEM,ki SS. City of Salem Building Department One Salem Green Salem, MA. 01970 RE: Olde Salem Brewery and Grille 278 Derby Street Salem, MA. 01970 Dear Mr . Tremblay, As per our latest site inspection, the following has been performed and completed to date : 1 . Exterior Terrace concrete work completed . 2. Exterior water and sewerage lines are installed . 3 . Drywall work approximately 80% completed . 4. Bar and bench construction roughed out . 5. Ceramic tile work 70% completed . 6. Rough Sprinkler work completed . 7. Rough plumbing 80% completed . 8. Duct work 85% completed and roof top H.V.A.C. units installed . 9. Rough electrical work approximately 80% completed . 10. Brew House equipment installed . 11 . Kitchen Hoods are installed . 12 . Reglazing of skylights in progress . , 13 . 80% of kitchen equipment has arrived at the site . Page 1 of 2 C itv of "Sa lera, s c ixse fl���e fir (Office of 14je (i#g Oak�C 19 Jasepl�ine2_ "usca *4y �';; c/t3' �.��'�/ m<<g miezagCEj4 aax Xsu �S �CJpp� December 12, 1980 Mr. Robert Gauthier Director of Public Property One Salm Green Salem, Mass. 01970 Dear Mr. Gauthier: Please be advised that we do not have a bond covering the sign for Jimmy's Marine Service, 278 Derby Street. They were contacted on September 18, 22, 26, and October 3 and 10. In compliance with Section 3-30 of the Salem Code of Ordinances, please advise the above party that a bond must be filed with this office as soon as possible, or the sign should be removed. Thank you for your attention to this matter. Very truly yours, _ OSEPHINE R. FUSCO CITY CLERK e 'f�mt�s`Y� �lIlU1I3TI� ,y Q}I2IL�mEYC1' Robert E. Gauthier One Salem Green Tai-n�13 January 6, 198P Jimmy's Marine Service 278 Derby. Street Salem, MA 01970 RE: Sign Bond 278 Derby St. , Salem Dear Sir: Enclosed please find a copy of Sections 3-38 and 3-39 of the City of Salem sign ordinance. The bond for your sign located at 278 Derby Street expired in August, 1980. If a new bond is not filed at the City Clerk's office immediately, it will be necessary to revoke the sign- permit and order the sign removed. Very truly yours, Robert E. Gauthier Building Inspector & Zoning Enforcement Officer REG:tc enc. 2 P.S. Wood stove has been installed without a permit. �i ofSlem, tt �ttcCte #s Offia IIf t4E TitV Clerk ��.cvNux,„a Jvsepl�uxe�R_�ixscv �ftnmR i ` ata su d"iitg�Irrk n y,� C c� �CAaN£D�N January 2, 1981 Mr. Robert Gauthier Director of Public Property One Salem Green Salem, Mass. 01970 Dear Mr. Gauthier: Please be advised that the Sign Bond for Lazarakis Co. at 358 Bridge Street has been received. There now remains outstanding, the Bonds for the following: Jimmy's Marine Service, 278 Derby Street, Salem, Mass. Richdale Dairy Stores, 207 North St. , Salem, Mass. Your attention to this matter will be appreciated. Very truly yours, OSO�HINE R. FUSCO CITY CLERK JRF/jl taMuq . 4 CERTIFICATFiiss CITY"OF SALEM = ? t. + DATE Y— SALEM.'MASSACHUSETTS.OI9 0T` ` BUILDING PERMIT, 4, trR � � x CERTIFICATE`OFtOCCUPANCY T DA TE 9I k' 19,.94 t''. i PERMIT NO 413-94 �^ PUCANT 61 hn At,hena®opouiDe ADDRESS Dere Salem, HA 11 1293 a 55 }t -(,EJto Icoxt R•s uc[NE[) li 'i F i F.i, :�.. i T ��${ -1'' NUMBER' PERMIT T� ` BlterB�ions 1_I STORY Bila Masa f C' DWELLING UNITS '; • s,Ac,'Tif I (T•PE or..1MPROVEMf RTI, 1 :MO.- � ,j CtPROPOSCO OSEII c ° 238 Derby St. Salem 44IL HWard 1 ZONING BS .AT (LOC AT 10N1 E '11 }O ISTRtCT C� ISTREETI Y ` t ..BETWEEN P'I t I I TR ' ARD { - L- , .y q � � ICROS$ STRE['TI ICRosC STREET) F - 7 .. " SU 061VIS1�g}x',w 1 LOT '"` BLOCK 5 2E fBUILDING BE FT. WIDE P.� 1 FT. {ONG-BT 'FT. IN HEIGHT AND SHALI.CONFORM IN CONSTRUCT4ON 1 LD TYPE f'-1' - USE GROUP BASEMv yr WALLS OR FOUNDATIONe- 1 .NiITrPEI .i Aeuovationsifor brevery 6 reatau�ant . . AEMARNSi SOCal � . lK AREA OR i VOLUME HE M 11 11 C:BtG EOUARE.FE fTt $OaVYII John Athanasopoulos bO BE POSTED ON PR E ISES vrns�r o OWMER TOB POSTE6 ON PREMISES ADDRESS. eI y . Salem,8 ems 1`TIA SEE JMR4bM*kOE lCONDIT IONS OF CERTIFICATE DEPARTMENTALiAPPROVAL FOR CERTIFICATE Of OCCUPANCY and COMPLIANCE 6' 'r I ; t , To he tilled in by each division indicated hereon o_:tppon completignlof its final inspection. ;BUILDINGS I PermitNo. 413:--95 i I I i Approved by LEOr LTRrWLAY I D4'te 6/201 /95 p Remarks RLGMBING I i I i Permit No. :r I . App raved by", DENNIS' ROSS Date 1/3/95 . I L. I ' I Remarks I1 I ELECTRICALw� I I Permit Ido. tg `fit t Approved � . • ! w ,x/23 95 wy r a^ ! �• '+fit t Remarksl OTHER- Fire ; � Permit No. y' v ♦ I ! I I IYs_ t � � °APP_rov by- K. L�P�INTE Date 6/14 95 Remarkg Axl I �a �L I N OTHER , Perm't o. f o g s s ,Pth pro� emar by I Date �3" ry. F '� •x: �, P s I � � opq J, ILDING PERMIT JOB WEATHER CARD DATE 19 PERMIT NO. _ APPLICANT ADDRESS 1X0.) (STREET) (CONTR'S LICENSE' NUMER PERMIT TO (_) STORY DWELLIING UNITS (TYPE OF IMPROVEMENT( NO. (PROPOSED USE) ZONING AT (LOCATION) DISTRICT (NO.) ISTREETI BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: `all f6ot �ermft to occu ll for Permit to p'ccupy 2REA OR@ PERMIT OLUME ESTIMATED COST $ FEE S :CUBIC/SOUARE FEET) OWNER BUILDING DEPT. ADDRESS BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY P4RT THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY. NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE,JSSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KE PT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORN: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 3. PRIOR TO COVERING STRUCTURAL OUIRED.SUCH BUILDING SHALLNOTBE OCCUPIED UNTIL ME MINERS I READY TO LATH). FINAL INSPECTION HAS BEEN MADE. J. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS .. drl z o �r p z BOARD OF HEALTH GAS INSPECTION APPROVALS FIRE DEPT. INSPECTING APPROV tLS OTHER CITY ENGINEER p 2 )� WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL ' ' P1 VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS WORK IS M^' 'AONTHS OF DATE THE GANWBE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. FERMI' OR RITTEN NOTIFICATION. f � -f-i-t[" C. O. COPY CERTIFI�F OCCUPANCY CITY OF SALEM Issued: d8 emit k: a 1 ' SALEM, MASSACHUSETTS 01970 City of Salem Building Dept. JULY 17 95 3521-1995 DATE 282 D k,,-. PERMITNO. APPLICANT SHEA $ROS ADDRESS (N `( 0.) (STREET( - (CONTR'S LICENSE) CITU SALEM STATE MA ZIP CODE 1 9721 TEL.NO. ALTERATION MUSEUM NUMBER OF 0 PERMIT TO ( ) STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT(LOCATION) 0278 DERBY STREET ZONINGDISTRICTH_J (NO-) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION MAP 35 LOT 02E'7 BLOCK LSIZE OT 00293a4 S(' FT BUILDING IS TO BE FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS RENOVATIONS FOR NEW TOURIST ATTRACTION @ 282 DERBY ST. AS PER P!-ANS. L. AREAOR 48, 700 PERMIT 297. Qil VOLUME ESTIMATED COST$ FEE (CUBIC/SQUARE FEET) OWNER GEORGE OSGOOD BUILDING DEPT. ADDRESS 282 -DERBY ST B - - �. i JOB SITE COPY 4 1 E. CITY OF SALEM � ' BUILDING eta SALEM, MASSACHUSETTS 01970 PERMIT' DATE JULY 17 is 95 PERMIT NO. 350-1995`� APPLICANT SHEA BRO`S ADDRESS (NO.) (STREET) (CONTR'S LICENSE) CITY SALEM STATE MA ZIP CODE 01975 TEL.NO. PERMIT TO ALTERATION MUSEUM NUMBER OF 0 (TYPE OF IMPROVEMENT) ( N0. I STORY (PROPOSED USE) DWELLING UNITS AT(LOCATION) 0270 DERBY STREET ZONINGDISTRICTB-5 (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION MAP 35 LOT M`'E'7BLOCK SIZE 0029334 SO. FT BUILDING IS TO BE FT.WIDE BY FT,LONG BV FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: RENOVATIONS FOP NEW TOLiRISF ATTRACTION @ 282 DERBY ST. AS PER FLAKS. Gail for Perm: t 'f' cUp �y AREA OR4S. 7PERMIT VOLUME ESTIMATED COST c FEE i.,?7 QQI (CUBIC/SQUARE FEET) OWNER GEORGE OSGOOn ADDRESS 262 DCRE � 1 13Y L. DEPT. L. E. I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS ON PUBLIC PROPERTY.NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS BING INSJEqIQU APP ALS ELECTRICAL INSPECTION APPROVALS ���� 2 2 T , _�7 mac' �-� 2 Ox��� "vwv •"4NJ O' Off--GCS BOARD OF HEALTH GAS INSPECTION APPROVALS FIRED PT.INSPECTING APPROVALS OTHER CITY ENGINEER 2 2 WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORKIS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION. FILE/C. O. COPY �t.'C0 PCDTI�IA`ATC A[ A�`I`IIDI1�!�N ��. „ Iq_ VY.e.e�e � Y� yVe VVVH� fi1�Vs m$ Y� CITY OF SALEM Issued:/0 5 95permd U -r 1 � SALEM, MASSACHUSETTS 01970 City of Salem BuildingDept. DATE AI_I G LILT _ 15 �� PERMIT NO 44E-199 APPLICANT HOME OWNER ADDRESS 1518 (N0.) (STREET) (CONTR'S LICENSE) CITY STATE ZIP CODE TEL NO. PERMITTO ALTERATION (_) STORY ICE CREAM SHOP NUMBER OF (TYPE OF IMPROVEMENT) NO. (PROPOSED USE( DWELLING UNITS ZONING A7(LOCATION) 0278 DE RbY STREET 282 DISTRICT H'`' (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION MAP 35 LOT 02E7BLOCK LSIZE OT OLA29 `54 SO FT BUILDING IS TO BE FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION ffYPEI REMARKS: INTERIOR RENOVATIONS FOR ICE CREAM/SNACK SHOP. L E7. T. AREA OR PERMIT VOLUME ESTIMATED COST.$ 6, OIT 0 FEE .$ 4 i. . 00 (CUBICISOUARE FEET) OWNER GEORGE K. OSGOOD BUILDING DEPT. .,,, — 1 i7h01 NAi IR! IS AVE ov L. E. T: JOB SITE COPY H Q ' CITY OF SALEM 1 SALEM, MASSACHUSETTS,01970_ PERMIT DATE AUGUST 21 19 95 PERMIT NO. 448 "r?9�'' APPLICANT HOME OWNER, ADDRESS1-j 1'-'+ (NO) (STREET) (CONTR'S LICENSE) CITY STATE ZIP CODE TEL.NO. PERMITTO ALTERATIONNUMBEROF STORY ICE CREAM SHOP DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) AT(LOCATION) 0278 DERRY STREET 282 ZZONIRNCT R_r (N0.) (STREET) - DIST BETWEEN AND (CROSS STREET) (CROSS STREET) LOT SUBDIVISION MAP 35 LOT 026 BLOCK SIZE 0029;34 SID. FT BUILDING IS TO BE FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS. INTERIOR RENOVATIONS FOR ICE CREAM/SNACK SHOP. L. E. T. t In AREA OR ")CUBIC/SQUARE FEET)Cali�� forel miL � VOCUP� @ PERMIT VOLUME ESTIMATED COST$ 6. 000 FEE .p �I'I • PII?i OWNER GEORGE I"' OSGOOD BUILDING DEPT. - _ ADDRESS 100 NAUGUz_ AVE BY L. E. f THIgrERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS ► ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL ELECTRICAL.PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL MECHANICAL INSTALLATIONS. MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBINGINSPECTION APPROVALS q ELECTRICAL /INSPECTION APPROVALS , 7J e 2 / � 2 2 BOARD OF HEALTH/ _ XY GAS INSPECTION APPROVALS FIRE DEPT.INSPECTING APPROVALS uq� >tiySN S/qqN-OFA 1 1 so lP.•, �darN.Dep: 9 �y' yrJ —, S�✓,Tq M Tzr��ai✓ / OTHER CITY ENGINEER 2 \ / 12 V I, WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. AS NOTED ABOVE. OR WRITTEN NOTIFICATION. uusiness Certm=e �N Citp df *dem, AIaggaOugeto All DATE DATE FILED Z�23/�16 Type: Gy New Expiration Date ❑ Renewal, no change Number 96-53 ❑ Renewal with change In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of. at. 7 64 Sfi f Sin m M A 0 /57 0 16�--— type of business kr^n I 64a-m eii by the following named person(s): (Include corporate name and title if corporate officer) Full Name 1 Residence 'V`0 7 PleaJu. OZ/29 �ntia� 1 /era /r 16 Logle a Ay-c , Ca.rbv,dV r,,i 4 e)2- I �l Sienatures -- -- �� �Q--------- -S -- --------- fQ✓ - ----- - ------- -- �-41-2---------------- ----------------- ------------ on fee qq 'Z-3 u 1496 the above named person(s) personally appeared before me and made an oath that the foregoing statement is true. ----------------------------------------------------- ----------------------------------------------------- CITY CLERK Notary Public (seal) Date Commission Expires Identification Presented _�ro E f C.E7R'4e- v62- G(o 5 7 0 8 State Tax I.D. # S.S. # f k'"e ne./'a� o(o i 6,4, 2-3Z o (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be fumished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. � . f� CITY OF SALEM BOARD OF HEALTH "— -Salem,Massachusetts-01970=3928_-- - JOANNE SCOTT,MPH,RS,CHO NINE NORTH STREET H HEAIJAGENS Tel:(508)741-1800 W < Fax:(508)740-9705 7E C9 © >w g cti U U) d w h tL _J m rr o a , m February 27, 1996 6y U Son Duc Nguyen, Owner V&S Market 324 Chatham Street Lynn, MA 01902 Dear Sir: In accordance with Mass. General Laws, Chapter 111, Section 122,you are hereby ordered to hire,within two weeks of receipt of this order,a licensed Pesticide Applictor for the purpose of determining the-existenance of pest infestation at your establishment atf278 and 2801 fiWashington Street in-Salem.. r J If the exterminator finds that there is a pest infestation,you are also ordered to exterminate. You must notify this office of the name of the licensed Pesticide Applictor and the results of this inspection. Should you be aggrieved by this Order, you have a right to request a hearing before the Board of Health. A request for a Hearing must be received in writing in the office of the Board of Health within seven (7) days of receipt of this Order. At this Hearing,you will be given an opportunity to be heard and to present witness and documentary evidence as to why this Order should be modified or wrrhdrawn. You may be represented by an Attorney. Please also be informed that you have the right to inspect and obtain copies of all relevant inspection or investigaation reports, Orders, Notices or other documentary information in the possession of the Board and that any adverse party has the right to be present a the Hearing. Failure on your part to comply within the specified time can result in a complaint being sought against you in Salem District Court. FOR THE BOARD OF HEALTH REPLY TO Joanne Scott Virginia Moustakis Health Agent Senior Sanitarian JS/mfp r CITY OF SALEM HEALTH DEPARTMENT 1 Nlne North Street h' Salem,Massachusetts 01970 cc: Attorney William J. Tinti, 222 Essex Street, Salem, MA Fire Prevention Licensing Department Building Inspector Plumbing/Gas Inspector Electrical Department Councillor William A. Kelley Mark Petit, 9 March Street Court, Salem, MA NOTE: Change of home address. CERTIFIED MAIL P 316 592 100