Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
23D-052 (6)
BP-2004-0775 63 RIVERSIDE DR GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D-052 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2004-0775 Project# JS-2004-1146 Est. Cost: $18000.00 Fee: $90.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: William Mazuch 010936 Lot Size(sq. ft.): 10410.84 Owner: AMERICAN LEGION POST#28 HOME, Zoning: URB Applicant: William Mazuch AT: 663 RIVERSIDE DR Applicant Address: Phone: Insurance: 69 OLD STAGE RD WEST HATFIELDMA01088-9514 ISSUED ON:2/10/04 0:00:00 TO PERFORM THE FOLLOWING WORK CONVERT STORAGE SPACE TO OFFICE, CONSTRUCT PARTITION WALLS BETWEEN BATHROOMS & DINING HALL, OPEN 40 X 30 AREA FOR NEW BAR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector Of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: - Final: Smoke: Final:O/< I/0610 6 G^s tt.tS THIS PERMIT MAY BE REVOKED BY THE TY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occu anc Si nature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 2/10/04 0:00:00 457 $90.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo „' • "t •- • • • • /. , • ' • 9 -- L. u}oit- i44,tA • • 141/4, • 63 RIVERSIDE DR BP-2004-0775 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 23D-052 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2004-0775 Project# 3S-2004-1146 Est. Cost: $18000.00 Fee: $90.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: William Mazuch 010936 Lot Size(sq. ft.): 10410.84 Owner: AMERICAN LEGION POST#28 HOME, Zoning:URB Applicant: William Mazuch AT: 63 RIVERSIDE DR Applicant Address: Phone: Insurance: 69 OLD STAGE RD WEST HATFIELDMA01088-9514 ISSUED ON:2/10/04 0:00:00 TO PERFORM THE FOLLOWING WORK:CONVERT STORAGE SPACE TO OFFICE, CONSTRUCT PARTITION WALLS BETWEEN BATHROOMS & DINING HALL, OPEN 40 X 30 AREA FOR NEW BAR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Receipt No: Date Paid: Check No: Amount: Building 2/10/04 0:00:00 457 $90.00 212 Main Street,Phone(413)587-1240,Fax: (413) 587-1272 Building Commissioner-Anthony Patillo File#BP-2004-0775 APPLICANT/CONTACT PERSON William Mazuch ADDRESS/PHONE 69 OLD STAGE RD WEST HATFIELD PROPERTY LOCATION 63 RIVERSIDE DR MAP 23D PARCEL 052 001 ZONE URB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid 7 ``TT a Typeof Construction: CONVERT STORAGE SPACE TO OFFICE,CONSTRUCT PARTITION WALLS BETWEEN BATHROOMS&DINING HALL,OPEN 40 X 30 AREA FOR NEW BAR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 010936 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF0p4ATION PRESENTED: pproved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Co 'ssion 100`-j Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. j Versionl.7 Commercial Building Permit May 15,2000 Departments use only i"��- - City of Northampton Status of Permit: ��-�'� \ y Building Department Curb Cut/Drivewa Permit . r .. r * 0 212 Main Street Sewer/Septic Availability �,�' Room 100 •Water/Well Availability 246° Northampton, MA 01060 Two Sets of Structural Plans ,` '�E� phone.413-587-1240 Fax 413-587-1272 Plot/Site,Plans ,Q;G1A--) `r�;'FAQ ._ Other Specify APP TZO$1 CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 SITE INFORMATION 1.1 Property Address: This section to be completed by office 5 J 1L4/ Map - Lot s Unit Zone ". ,j Overlay District Elm St.District CB District _ _.__ s„„ SECTION 2- PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 3 /(� ]/J j�J ge.„..e4..z.,...,ie /PA, /� �a-0v IGt/ Name(Print) Current Mailing Address: ill 4 f id 06e/-/ite74-1(;ele_ 6 iF -- 6-6 l 9 Signature Telephone 2.2 Authorized Agent: 6) 7, i,„5-z a1wii 44 . /tf7 j, Name(Print) Current Mai ing Address: - ,ion— 4414-1 6-F-2./ 9tr? Signature Telephone SECTION 3- ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building / , - (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of i Construction from (6) 3. Plumbing / 0.-e`'O Building Permit Fee 4. Mechanical (HVAC) '� a., 5. Fire Protection / 6. Total = (1 + 2 + 3 +4+ 5) Otil-e) Check 'INumber ? I� This Section For Official Use Only Building Permit Number ,2Q44' 79 Date Issued: Signature: Building Commissioner/Inspector of Buildings Date - ,. Versionl.7 Commercial Building Permit May 15,2000 • SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations Existing Wall Signs Existing Ground Signs Additions 0 Roofing 0 Exterior Alterations Demolition® New Signs [ ] Change of Use [ ] Other [ ] ❑ ��iA %' g�Repairs ' r ' - BRIEF DESCRIPTION:` d OX O G-a,PaJ SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly I 0 A-1 0 A-2 0 A-3 0 1A ❑ A-4 El A-5 ❑ 1B 0 B Business El. 2A 0 E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A 0 I Institutional ❑ I-1 0 I-2 0 I-3 0 3B 0 M Mercantile 0 4 ❑ R Residential ❑ R-1 0 R-2 0 R-3 0 5A 0 S Storage 0 S-1 ❑ S-2 0 5B 0 U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use 0 Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: /3 Proposed Use Group: 1 j Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA OFFICE USE ONLY BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1st / i001.11 1st ©© • 2nd iee Q 2nd / C3 OD"Affri- 3rd /Sv -- - 4 tt - �-- / 4m 4 ' Total Area (sf) o D0 Total Proposed New Construction (sf) Total Height(ft) 3 - � r / TotalHeightft - Versionl.7 Commercial Building Permit May 15,2000 7.Water Supply(M.G.L.c.40, § 54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public $. Private ❑ Zone: Outside Flood Zone ❑ Municipal X On site disposal system ❑ 8. NORTHAMPTON ZONING Existing Proposed , Required by Zoning This column to be filled in by Building Department Lot Size (3(3J 5)° 7�' Frontage (4/y,5 / Setbacks Front Side L: R: /717 L: R: Rear La/lit 3E) / Building Height 50 Bldg. Square Footage y /`] % Open Space Footage /4' % (Lot area minus bldg&paved 7 parking) tO #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , Date Issued: C. Do any signs exist on the property? YES X NO IF YES, describe size, type and location: ,?X'/ ,��,c. 2Z1 Iztezcz, I� D. Are there any proposed changes to or additions of signs intended for the property ?YES 1! No IF YES, describe size, type and location: Version 1.7 Commercial Building Permit May 15,2000 + SECTION 9 •P""ROFESSIONAL DESIGN AND ST CONRUCTI` ON SERVJCES FOF?BUILDINGS A`ND STRUCTURES SUBJECT TO"" • CONSTRUCTION CONTROL PURSUANT TO 780'CMR 116(CONTAINING MORE THAN 35i000 F_�"OF ENCLOSEfl SPACE) 9.1 Registered Architect: Not Applicable 0 Name(Registrant): Registration Number Address Expiration Date Signature Telephone 92 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address • Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor/ )'///,4M /'/4Zt7&41 ' /A " V#/7 50/D376 Not Applicable O Company Name: 'ACE_ ExP a9y©vi Responsible In Charge of Construction Addre s ignature Telephone Version1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No ❑ SECTION 11 - OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 1--ft©f f/419 /7!! PLC E ` '�'"(' G'.J`( , as Owner of the subject property hereby authorize /) i Ll /A 11 //AZUCi1} to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1, 0 :-f -/�� ' �'` - e 7 , as Owner/Authorized Agent hereby declare that the statemen s and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. TiiatiAs Oa/ Al 7E Print Name Signature of Owner/Agent Date SECTION 12 - CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor:J Not Applicable ❑ Name of License Holder : �jll 1}}/V( l"7f}zl/Cif� [� S ©/,) CP36, License Number r /v S:T,46c 11)//ATF/dDAlitai©(1 l9 /®1 Address Expiration Date (ti/J JAM— 3J11 ignature Telephone SECTION 13 -WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c. 152, §25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes ❑ No , ., 1 F� c`�a4pw�.�'�f 415 Grin of orfliamptoll -----: A g��v E �ics+rfhncctla' DEPARTMENT OP BUILDING INSPECTIONS 212 Main Street ' Municipal Building Northampton, Mass. 01060 rr WOR14;iR'S COM ENSATTON tNSLTRANCE AFlq.l)r1V1-1- L, 41J4A,4_ _ __fj Az vc', (li ccnscrJpermi ttcc) with a principal place of business/residence at: 6 ( ('l© U7`,4.61 k 70r / AT 1-1 f I,p hA-(Phone:') o')'�j 7— 3gL) (srr t/c-ity/statr/ap) do hereby certify, under the pains and penalties of perjury, :hat ( ) I am an employer providing the following worker's compcnsauon coverage for Inv employees wor[ ng on'this job: (lantr:�ce Compare) (Policy Nu bcr) (E:-pir::tion Date) ' I.am a sole proprietor general contraa0or homeowner (circle one) and have hired the conn-ac-tors listed below w o have the following workers comne-nsation policies: (Name of Contractor) (lns.urancc- Cornoarly/PoUc Num_c;) -- (Expiration Dale) (Name of Contractor) (Insurance Company/Policy Nunc•er) (Lapirtion Date) • (Name of Coarractor) (1.asur-anca C.ompanyfPolic-y Namber) (Expiration Date) (Name of Contractor) (Lnsuranc Comcany/Policy Number) (Expiation Dite) (aaseh Aiioczl tbcct if noo=ary to cxcu&informaaoa pcartnandag to all ooxrac-o:m) - I am a sole proprietor and have no one working for me. ( ) I am.a home owner performing all the work myself. NOTE:pl c bc cw1rc t3.c,'4 Jc loccocovoocro w o ernptoy pctom to do ma.i,1,-„ cc---.=no a rcptir wont on.dwr_in of not most th n tSc.tmrs in wbicla the bocnoo+ocs r-mdo or co the p-t+,'ru+,zppurtcn r_i thcco cat cot G-c-zlly oeerdn- i to bc rs>aloyon 1,,,11"the w,xi:erY lea lim Act(GL152s I(5)),apptica.00n try•botnaoa-na for:lic; car.,.,tun rney c,idcooc the Icgal crams or...cVIoyx under tho Work-'a Compoart ion Aat- I uoderis..od dui a copy of thi.cctcmmt may be for-worried to tbo( coopettooa of lod.isn.l Aeedrcrtl OfLoo of In or+000 for th. coveab�c voiraCioo eod thci Eiltnc to saaue st:ovt-ritgc tnadts toaion 25A of MOL 152 aim led to the i^tnntrtioa ofaiminsl pcnallio ooasi,ios of a tint of up to S 1,00.00.tadfor o(up to con year Lod civil pecJtio in ex form of.Stop Work Ordcr.red. rim o(S 100.00 a city tptiosi me For dcyrtro.�u.c only / L '1 , � Pcrmrt NumUcs _� ate% I^ U D Map::_ Lot K i Signature-of Li 'u J �; Bill Mazuch JAN 26 '04 14:47 FR 303 443 2196 303 443 2196 TO 914132478338 P.01/04 KEYmark Engineering f ;, ( ,� ' + ' Floor Joist y:. f l•r Lli'llt,{. 0, 141,', :,_,., ., Calculations Cover Sheet ENGINEERING Job Name:American Legion Beams Company:Rugg Lumber Version Number:4.17 Date:01/23/04 Floor Joist: Floor Joist: Flour Joist: Floor Joist: Floor Joist: 1- B1 26- 51- 76- 101- 2- 27- 52- 77- 102- 3- 28- 53- 78- 103- 4- 29- 54- 79- 104- 5- 30- 55- 80- 105- 6- 31- 56- 81- 106- 7- 32- 57- 82- 107- 8- 33- 58- 83- 108- 9- 34- 59- 84- 109- 10- 35- 60- 85- 110- 11- 36- 61- 86- 111- 12- 37- 62- 87- 112- 13- 38- 63- 88- 113- 14- 39- 64- 89- 114- 15- 40- 65- 90- 115- 16- 41- 66- 91- 116- 17- 42- 67- 92- 117- 18- 43- 68- 93- 118- 19- 44- 69- 94- 119- 20- 45- 70- 95- 120- 21- 46- 71- 96- 121- 22- 47- 72- 97- 122- 23- 48- 73- 98- 123- 24- 49- 74- 99- 124- 25- 50- 75- 100- 125- General Notes included with Sealed Drawings 6707 Winchester Circle, Suite 102/Boulder Colorado 80301 /303-443-8033/FAX 303-443-2196 Web Site www.keymark.com E-mail eng( keymark.com JAN 26 '04 14:47 FR 303 443 2196 303 443 2196 TO 914132478338 P.02/04 FLOOR JOIST, BEAM, and GIRDER COMPONENTS Revised 06/23/03 GENERAL NOTES PAGE 1 OF 2 1. FLOOR JOIST,BEAM,and GIRDER COMPONENT DOCUMENT A Member Component Document is defined herein as being composed of a cover letter,this set of general notes,individual floor joist, beam, or girder design drawings. The cover letter lists the contents of the Member Component Document. Each shcct of this Member Component Document is an integral part of the whole,and shall be used only for the specific job name listed on the cover letter_ This Member Component Document is the exclusive property of Keymark Engineering,and shall not be copied,transferred,or reproduced, in whole or in part,without the written consent of Kcymark Engineering,Inc..Copyright Keymark Engineering,Inc., 1999, all rights reserved. 2. COMPONENT DESIGN This design is for an individual building member component and has been based on information provided by the client. The Member Component Designer disclaims any responsibility for damages as a result of faulty or incorrect information,specifications,and/or designs furnished to the Member Component Designer by the client and the correctness or accuracy of this infonuation as it may relate to a specific project. The Member Component Designer accepts no responsibility and exercises no control with regard to fabrication, handling,shipment, and installation of member components_ Each member component specified herein has been designed as an individual building component. Each component shall be incorporated as part of the building design by a Building Designer (registered architect or professional engineer, as applicable). The Building Designer shall review the design loading,member component geometry, and all other aspects of each component design to ensure that the data shown are in agreement with the local building codes,local climatic records for snow or wind loads,project specifications,or special applied loads. 3. FABRICATION NOTES Prior to fabrication, the fabricator shall review this Member Component Document to verify that this Member Component Document is in conformance with the fabricator's plans and to realize a continuing responsibility for such verification. Fabrication of member components shall not proceed until the fabricator has certified drawings in hand, 4. PRECAUTIONARY NOTES Refer to the manufacturer's recommendations for instructions on handling,bundling,and delivery of the member components specified herein. 5. MODIFICATION OF COMPONENT MEMBERS Refer to the manufacturer's recommendations for instructions on allowable modifications of the member components specified herein. 6. MEMBER COMPONENT TO MEMBER COMPONENT CONNECTION DESIGN The design of any connections between member components and other member components is not provided with the component designs specified herein. 7. MEMBER COMPONENT TO STRUCTURE CONNECTION DESIGN The design of any connections between the member component and other elements of the overall structure is not provided with the component designs specified herein. 8. UPLIFT REACTIONS Floor joists,beams or girders with multiple spans may generate uplift reactions due to gravity loads. The reactions shown in these calculations assume that all of the hearings are infinitely stiff. The Building Designer shall review all reaction forces and ensure that the structure can generate uplift reactions appropriately. 9. LATERAL BRACING CONDITIONS When the Lateral Bracing condition is stated as"Continuous",this is defined as a lateral support for both the top of the member and the bottom of the member along the entire length of the member. It is important to note that the compression flange is therefore assumed to be always fully braced_ 10. MULTI-PLY COMPONENTS Multi-ply components shall be connected together in accordance with the manufacturer's recommendations JAN 26 '04 14:48 FR 303 443 2196 303 443 2196 TO 914132478338 P.03/04 _ FLOOR JOIST, BEAM, and GIRDER COMPONENTS Revised 06/23/03 GENERAL NOTES PAGE 2 OF 2 11. BEARING LENGTH The"Input Brg. Length"listed on the individual floor joist,beam,or girder design drawing is the actual length of bearing at that location. The"Minimum Brg.Length"on the individual floor joist,beam,or girder design drawing is the minimum required length of bearing at that location_The length of the bearing is measured along the length of the member. The width of the bearing is measured perpendicular to the length of the member. Each ply of the member shall be supported for the full member width,for the full required minimum length of the bearing_ See detail below. hBearing Length -Member Width T- I I Rt,ftrirliD b/icJtF,.J ...-- . . Flan V vv Elevation h a. POINT LOADS ON I-JOISTS for"KEYBEAM®" Point loads applied over a bearing are considered to be carried by the I-joist. Therefore the point loads over the bearings will be considered when evaluating the interior and end reactions- 12b. POINT LOADS ON I-JOISTS,BEAMS OR GIRDERS FOR"KEYBUILD®STRUCTURE" Point loads applied over a bearing are assumed in this calculation to be carried not by the I joist,beam,or girder,but instead by either rim board,squash blocks,or some other means. Therefore the points loads over the bearings will not be considered when evaluating the interior and end reactions. 13. PONDING WARNING Where components are used in roof systems,these component have not been investigated for the effects of ponding. The Building Designer shall ensure that adequate drainage has been provided,and that the roof system as a whole is not susceptible to ponding.. JAN 26 '04 14:48 FR 303 443 2196 303 443 2196 TO 914132478338 P.04/04 Associated Bldg 01/23/04 e' yBeam Americe.n Legion Scams 10:43 AM Bill Mazuch 1 of I f Ke�rnanma Version 4.18 Member Data Description: Member Type: Beam Application:Floor Lateral Bracing; Continuous Standard Load: Moisture Condition:Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: U360 live, L/240 total 1.000"max. LL Dead Load: 10 plf Deck Connection:Nailed Member Weight: 19.1 plf DOL: 100% Filename: KYB1 Non-standard Loads Type Trlb. Live Dead (Description) Begin End Width Start End Start End DOL Additional Uniform (p_sf) 0' 0.00" 30' 0.00" 12' 0.00" 40 10 100% .. .., ..... ..i,....,,,.., ... :....r, niu.i.i,i: ,,:::,:•:,.,..nNi,.,,.,.J.,l,i,,,1I1G6NJaa,r.,"_.•., . n!.t,i.iu0„�ra:•. 1500 / - 1500 ,; /— 30 0 / Bearings and Reactions Input Minimum Worst Case Location Type Erg.Length Brg.Lenyth Total 100% Dead Total 1 0' .00" Wall 3.50" 1.50" 3709# 3383# 827# 4190# 2 14'9.38" Wall 3.50" 3.14" 12363# 9608# 2755# 12363# 3 29'6.75" Wall 3.50" 1.50" 3709# 3363# 827# 4190# Design spans 14'9.36' 14'13.39" Pradvc:t: 19" 2.0E G—P LAM LVL 3 ply `nanrra�—.. . Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13074.'# 40040.'# 32% 5.91' Odd Spans 100% Negative Moment 18274.'# 40040.'0 45% 14.78' Total load 100% Shear 5401.# 13965.# 38% 14.04' Total load 100% Max.Reaction 12383.# 13781.# 89% 14.78' Dead load LL Deflection .1630" .4927" L/999+ 22.91' Even Spans 100% TL Deflection .1906" .7391" L/930 22.91' Even Spans 100% Control: Max.Reaction Manufacturers Installation guide MUST be consulted for multi-ply connection details and alternatives / i fe /1//�%i*y ' 6ROCK .u 5 3934 ,• (t.t,..,,,....._ 1-7'(0—OC{ All Petnlvci name are tradema to of thelr respective amens Jerod Forts 1Gymvk Engineering,'nc. 0707 Wileheiter Circle ri02 Copyright(c)1%9h2003 by Keymarx En erpnap,LLC.ALL RIGHTS RESERVED. Boulder.CO 60301 )410.1.6 Thin drowln9 la On integrol pin of a floor lolti component dee,menl ea defined in the attached General Notes.This dreAing i4 not complete.i rout the ocwmparry,ng amoral Notes.TM Enginu'A Seat On thii droning indicates only ttlot the flourline$ ABC RI=li shOMR1 On t fla dining meta a Ic.ori d_ _nnerto foe LOada,Load no Condition!,and Sports Skied on this moot.This Saki ,em,mee product inntndaUan acacvding to Vita monutacture'e op•66ealieno. ** TOTAL PAGE.04 ** Associated Bldg 01/14/04 KeyLica= American Legion Beams 4:07pm • Bill Mazuch 1 of 1 KeyBeam®Version 4.186 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: NBC Live Load: 40 plf Deflection Criteria: U360 live, U240 total 1.000"max. LL Dead Load: 10 plf Deck Connection: Nailed Member Weight: 19.1 plf DOL: 100% Filename : Bill Mazuch Non-standard Loads Type Trib. Live Dead (Description) Begin End Width Start End Start End DOL Additional Uniform(psf) 0' 0.00" 30' 0.00" 12' 0.00" 40 10 100% 15 0 0 / 15 0 0 30 0 0-- - - - - Bearings and Reactions Input Minimum Worst Case Location Type Brg.LengthBrg.Length Total 100% Dead Total 1 0' .00" Wall 3.50" 1.50" 3709# 3363# 827# 4190# 2 14'9.38" Wall 3.50" 3.14" 12363# 9608# 2755# 12363# 3 29'6.75" Wall 3.50" 1.50" 3709# 3363# 827# 4190# Design spans 14'9.38" 14'9.38" Product: 14" 2.0E G-P LAM LVL 3 ply Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 13074.'# 40040.'# 32% 5.91' Odd Spans 100% Negative Moment 18274.'# 40040.'# 45% 14.78' Total load 100% Shear 5401.# 13965.# 38% 14.04' Total load 100% Max.Reaction 12363.# 13781.# 89% 14.78' Dead load LL Deflection .1630" .4927" L/999+ 22.91' Even Spans 100% TL Deflection .1906" .7391" U930 22.91' Even Spans 100% Control: Max.Reaction Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives All product names are trademarks of their respective owners John O'Leary Rugg Lumber Co 24 West St Copyright(C)1989-2002 by Keymark Enterprises,Inc.ALL RIGHTS RESERVED. Hatfield,MA 01088 (413)626-0028 r 1 OM if if ._, ,k , 5 $ > < 8' 8 -:, cTOICE L i ,JT. /-L OO i4 CY) -----------------------,-----:-. . ?_ 10 Y \ SCALE • r UP To STpRAGE CoWVE RT E D Lfi To OFFICE ,////////) / / STAGS ! up To STAGE E • HALL D1Nl ,NO- ARE /1 1 ` 5 CALE /2 - /. -- i - HALL DINiNG AREA - ' //////////////__////7////// /7 //////// // // //K. � i j PROPOSED HALLWAY f /, M EN S RM LAD 1 ES R : \,