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HomeMy WebLinkAboutBuilding Permit #Exception - 1503 OSGOOD STREET 5/1/2018 i 1 BUILDING PERMIT of p10RTF(,6 TOWN OF NORTH ANDOVER � `'- "�' �`, ° APPLICATION FOR PLAN EXAMINATION oo K Permit NO: Date Received A�gATED I.Pp`�.�y. ��SSA CH Ug�� Date Issued: IMPORTANT: Applicant must complete all items on this page A I s r tillMn . PROPERTYst OWNER ' C..� '�. MAF 2�O t PAR.CI=L' ZON111G DISTRACT• . . I istbric3Dis#rict dies `,no �IVlachine Shop Tillage yes. -no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial Alteration No. of units: Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septic. Well Flondplarn 1111etlands VYlatershed District 1lVater/S ewer , ' _ y DESCRIPTION OF WORK TOB PREFORMED: Coo 1-- SSL( Identification -Please-Type or Print Clearly) OWNER: Name: Phone: -71 Address: x tONTOFt RACT , Name �` Ptaone_: Address Supervisor s Construction License. Epp Date . ,. ;H qne Improvement License. `' Exp . Date ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unr gistered contractors do not have access to the guaranty fund Signature of Agent/Owner _ Signature of contractor Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site _ I THE FOLLOWING-SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPR VED L NNING & DEVELOPMENT o� la COMMENTS Reviewed on Signature COMMENTS HEALTH Reviewed on - kjl�/,5,� W)Si nature COMMENTS Jl a ��J�!'Y�i 6�)—5 Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments I Conservation Decision: Comments Water & Sewer Connection/Signature Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FRf DEPARTM:E1VT Tempbumps er on sl#e . yes oc ed at:1.24 Mah-§6et X10 Department Ksignature/date � I _O .M..ENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area,sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No _ MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use) j 1 ❑ Notified for pickup - Date Doc.Building Permit Revised 2010 i Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ -Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks2. ❑ Building Permit_Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C..And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) D Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry,of Deeds. One copy and proof of recording must be submitted with the building application Doc:Building Permit Revised 2008 1 Date....5.......................... 3?°•t;�`` "�,� TOWN�OF NORTH ANDOVER p PERMIT FOR WIRING - SSACMU5� This certifies that �'t/ ............................................................................................. . has permission to perform .........F! lv. .--..........................................' wiring in the bwldin of4-1 .. ......................... ........ .. ..... . at /-0:5 �j —Si................................North Andover,Mass. l Fee I.Zr.�.......... Lic.No. .7.... 7/5?....................... . � ELE CAL INSPEC'COR Check # / LI 8'1 4 0 Date. ' ".`. / 7 . HOR7M TOWN OF NORTH ANDOV PERMIT FOR PLUMBI �SS�cwUSE� This certifies that . . . . . . . . . . . . . . . . . . has permission to perform . . . .. plumbing in the buildings of �. f^.G t; 5 c C , , . . . , , , , , at . . . . . . . . . . . . . . . . . . .. North Andover, Mass. Fee i�'6 . Lic. No./°.yi?. . . . . . . . . . . . . . . . . PLUMBING INSPECTOR Check # S 7349 A ........... NORTH o?°;,;�``°.;� °� TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that ................ :. .� •�.. ........................... has permission to perform .. ... 6-x7 wiring in the building of _3... . - .................... at X:�M... s"a-� .-�14.0..............:�................ ,North Anddov/er,Mass. Fee.. ..........(/Lic.No4 Z�!l.? .. .el;�-".. 2 . . ............... ELECTRICAL IN§PECMk c Check # .9�9 U 7296 9 c 2 8 Date. tic TOWN OF NORTH ANDOVER p PERMIT FOR PLUMBING ,SSACHUS� s This certifies that . .!/!►1.U'!?rep. . . . . . . . . . . . . . . . . . . . . . . . . . 's has permission to perform plumbing in the buildings, f . G�4. .,lT�l� '. . .r�� S . . at. .AW.4)S . . . . . . .S'1"-. . . . . . . . . ., N Andover, Mass. M Fee.7Q.s—� .Lie. No.�4.-r�?I. . . . .�. : . . . . . . ` PLUMBING INSPECTOR Check # 'r: Location � �-S�i ��� � No. ! Date f Y , pORTM'1 TOWN OF NORTH ANDOVER � 9 ' Certificate of Occupancy $ �'�s''••°''<� Building/Frame Permit Fee $ sACHUsf Foundation Permit Fee $ Other Permit FeeC%, $ �2 TOTAL `1 Check # / 1'� 22919 Building Inspector f� SIGN PERMIT APPLICATION ' 1600 Osgood Street Building 20, Suite 2-36 TOWN OYNORTH ANDOVER /� O�• Site Owner 1503 Osgood Street, LLC Applicant John Smolak, Esq Te1978-327-5215 Site Address 1503 Osgood Street Size of Proposed Sign 17.36 sq ft May 34 Parcel 7 Illumination: a)Not illuminated How attached: a) Against the wall yes b) Internally illuminated b)Roof n/a c®Externally illuminated✓ c) Ground n/a d) Other n/a Materials: nij,minlim r ,hi nat iii rh nn� 1 Tg���no Proposed Colors: Background white (plastic) face Lettering orange and magenta j Cost of Sin $1500.00 Border white Required Attachments: Note: No permanent/temporary sign shall be erected, or enlarged until an Photographs of building— application on the appropriate form furnished by the Sign Office has been filed Material sample—see attached specifications with the Sign Officer containing such information including photographs,plans Color sample —see attached specifications and scale drawings, as he may require, and a permit for such erection, alteration, Site or Plot Plan-(Required for all free-standing signs) or enlargement has been issued by him. Such permit shall be issued only of the Drawings of proposed sign —attached Sign Officer determines that the sign complies or will comply with all + Other, specify applicable provisions of the By-Law. Will sign overhang any public road or walkway Yes ( ) No (X) If Yes,Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: Receipt# Check# SIGNA' URE OF APPLICANT APPROVED BY Revised 10.31.2006Form Sign Permit Application _ W W — 0 Coffee cup is embossed IN ®Q9MN0DO _ Letters ere Ilat vinyl 7[— ©oauVol W1 • o a a o a O L bury S.Sign Program --- MaIn t &New t P i �t I �. _.","-vim ., v�-• , f D ©o0,871x, L e �Jg—' � �-" Coffee cup is embossed Letters are flat vinyl "STACKED"CONFIGURATION-CLOUD LOGO/LETTERS "IN-LINE"CONFIGURATION-CLO D LOGO/LETTERS i "STACKED"CONFIGURATION-DIMENSION CHART "IN-LINE"CONFIGURATION-DIM NSION CHAR Nominal Size H H1 L W *Area(sq tt) ILLUMINATION Nominal Size H L W W7 *Area(s ft) ILLUMINATION 12"Letter 30-1/2" 24" 12" 6'-10" 17.36 12"Letter 27-1/4" 12" 11'-7 1 ' 9'-10 5/8" 26.39 18"Letter 45-3/4" 36" 18" 10'•3" 39.07 18"Letter 41" 118"117'-5192"1 14'-10" 59.64 24"Letter 61" 48" 24" 13'•8" 69.47 24"Letter 54-1l2" 24"1 23'4 19'-9 1/4"1 105.59 *NOTE:Dimensions may vary slightly per final engineering of letter sets and signage. DESIGN CONTROL DOCUMENTS NOTE:Dimensions may vary slightly per fI al engineering of letter sets and Signage. THESE DRAWINGS ARE FOR IMAGE DESIGN GUIDANCE ONLY. RIS THE RESPONSIBIUTY OF ME ARCHITECTS AND ENGINEERS RETAINED BY THE FRANCHISEE TO PREPARE ALL NECESSARY *Area (sq ft)=Square Footage,Identified Is calCUlaled by boxing the entire sign Including the dead sj e.. CONSTRUCT N DOCUMENTS FOR ME PARTICULAR PROJECT LOCATION.ALLIED DOMECQ QSR,THEIR AGENTS AND EMPLOYEES,DO NOT WARRANT THE ACCURACY OF THESE DRAWINGS,NOR DOES ALLIED DOMECO OSR GUARANTEE THAT THESE DRAWINGS AND THEIR COMPONENTS MEET THE COLOR&MATERIAL NOTES: REQUIREMENTS OF ANY FEDERAL,STATE OR LOCAL LAWS, REGULATIONS,ORDINANCES,BUILDING CODES OR STACKED CLOUD SIGN/LOGO SIGN FOR INLINE CLOUD: INDIwouALSITE CONDITIONS:ITISTHE SOLE RESPONSIBILITY 5.. Face to be formed CIEOr polycarbonate.decoraYc^d second.surface vinyl OFTHE FRANCHISEE AND OFTHE ARCHTtECTS AND ENGINEERS RETAINED BY THE FRANCHISEE,TO ENSURE Vinyl Colors to be: COMPLIANCE WITH ALL APPLICABLE LAWS,REGULATIONS, DD Grange-3M#36303123 ORDINANCES,CODES AND OTHER REQUIREMENTS, Formed"ca /i UD Magenta-3NI=3630-13,9 INCLUDING,WITHOUT LIMITATION,AMERICANS WRH p DISAB[UnES ACT. over'face Dark Brown ion cup logo)-3M#3630-5r) 5" r., No. ReNNone/SLbmheton Dob / t__ ffea clip portion of logo to be embossed Coffee cup j Farmed / Formed"cap-over"face fits over aluminum returns ptd.to match Benjamin Moore 2116-10 embossed be j/ "cap over' 5"j Nightshade semi-gloss finish e - face d"cap over"e m Form / Cabinet to be 5"deep - / .040 aluminu .040 alum. / facie / returns ptd.BM ! returns ptd. 2116-10 j BM 2116-10 / Flat vnvl letter j INLINE CLOUD LETTERS: Nightshade - j Nightshade - graphics / Cloud fetter faces i'o be formed clear polvcabonale,decorated second surface vinyl semi-gloss finish semi-gloss finish / Letters to be flat(not ernbossed) Drawing nes 7 .040 alurninum--- / vinyl colors to be: Coffee cup---* / returns pfd,BM % to be / 2116-10 Nightshade DD Grange-3f I#3630-3123 DD Cloud Logo/Letters ` embossed semi-gloss finish DD Magenta-3M;+3630-1"379 Cabinet return,ptd.to match Benjamin Moore 2116-10 Nightshade semi-gloss finish Scde Drowhg No. Stocked Cloud Sign-Side View Cloud Logo Sign-Side View Inline Cloud Letters-Side View Weepholes required for each cabinet Not to Scale D.C.n DD-5 NOTE:This is a concept drawing only and is subject to final engineering:Some material and dimensional specifications may vary or change per final engineering Date Sheet No. If questions regarding 3M films,please contact: March,2007 5 Deborah Giampolo-3M Corporation at 800.714-9865 EXHIBIT C SIGN PERMIT APPLICATION: 3 DIRECTIONAL SIGNS Jed �- NO R T11 j O t� yy LAKG COCNIc"a WKN ArIED SSMC HUSH TOWN OF NORTH ANDOVER Sign Permit Date: June 6, 2007 Permit Number: 040-07 1 THIS CERTIFIES THAT, 1503 Osgood Street, LLC Has permission to erect a 43.68 sq ft p, ly on ground sign—externally illuminated On 34 Parcel 7 provided that the person accepting this Permit shall in every respect conform to the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover. Violation of the Zoning of Sign Regulations, Section#6 Voids this Permit Inspector of Buildings Date: Q * JAORT PLANNING DEPARTMENT Community Development Division MEMORANDUM Date: May 25, 2007 To: John Smolak, Esq. CC: Gerry Brown,Inspector of Buildings From: Lincoln Daley, Town Planner Subject: 1503 Osgood Street,Map 34,Lot 7—Revised signage plan. i This memorandum is being submitted in response to the letter dated May 7 h from the office of Smolak and Vaughan regarding the sign application to construct one ground sign,one wall sign,and three proposed directional signs. The proposed directional signs are considered additional signage not approved in the Site Plan Special Permit decision issued in 2006 and thus,will not permitted. The Planning Department,however,will allow the construction of the sign labeled"Drive Thru"as it aids in the communication and traffic orientation for the drive through service operation located onsite. �i 3c2- '7-1—fal& 1 I �'^ ww1600 Osgood Street,North Andover,Massachusetts 01845 The Shelburne Architects T 413.625.2584 Joseph P.Mattel&Associates,AIA F 413.625.2329 25 Guy Manners Road E imattei�hughes.net Shelburne,Massachusetts 01370-9630 7/26/07 Mr.Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 Re: Convenience Store 1503 Osgood Street North Andover, MA J Dear Mr. Brown, 'This letter is to inform you that on Wednesday,July 25,2007, 1 made a final inspection of the above named project. With the exception of some minor punch list items,the convenience store is essentially complete, ready to use and safe to occupy.The work completed looks good and appears to be in conformance with the approved working drawings. Pending the issuing of the final affidavits and required final inspections by your office and the Town of North Andover, I would recommend that Certificate of Occupancy be issued. If you should have any questions please give me a call. Submitted by The Shelburne Architects Jo yt2 - X22 ct Manager 13)6 Joseph P. Maffei,AIA, Principal EAE® o JOSEPH P,MATTEI u, Q No..3967 +~- 0 GREENFIEII,AIA �f 4 F L�aSg' The Shelburne Architects is a Full Service Architectural Firm Serving MA, VT, CT, &NH. Page 1 of 1 103 Stites Road•Suite One•Salem, New Hampshire 03079 MHF Design Consultants, Inc. TEL(603)893-0720•FAX(603)893-0733 July 23,20071 Mr. Gerald Brown 0 Building Commissioner Building Department Town Of North Andover 1600 Osgood Street North Andover, MA 01845 Re: Proposed Gas Station 1503 Osgood Street North Andover, MA Sub: UST System Dear Mr. Brown: As requested,we have performed several site visits to review the installation of the underground fuel storage tank (UST) system at the above referenced facility. The UST system has been completed to our satisfaction. We hereby certify that the UST system, which includes the tanks, fuel piping, and leak detection system,has been installed in accordance with the manufacturer's specifications. Please contact our office if you have any questions. Very Truly Yours, MHF sign C sultants Fr C. Monteiro, P P ' ipal CR 190105 cc: David Murray John Smolak F:\Projects\Admin\WORDDOC\LETTER\190105 UST cert.doc ENGINEERS • PLANNERS SURVEYORS Project Multi unit warehouse facility located at 1503 Osgood Street 1/13/10 TRC 2/23/10 S.Sawyer called DEP, Claire Golden for consult on the issue of property division, shared systems,construction of parking lot after the fact over the existing leaching are f 5'0 J &:;I - 3 i G" J - Current reg. requires wws to be on the lot it serves? Not sure about new reg - State reg. does not allow subdivision of property to cause wws to be in non compliance - Look into H2O loading of leach area - Offices only or is there capacity in the existing system for a shared system - Option—have building built and then after the fact propose lot division and approve a shared system on one lot with proper legal 2/23/10 S.Sawyer called Gary Hendron to discuss status of the project. Left message. NO RT 6 16- 00 O COC NICKIWICK y 7,9�RATEV SACHUS TOWN OF NORTH ANDOVER Sign Permit Date: June 6, 2007 Permit Number: 041- 07 THIS CERTIFIES THAT, 1503 Os ood Street LLC - Dunkin Donuts Has permission to erect 1 Directional 2.98 sq ft —non illuminated On 1503 Oseood Street provided that the person accepting this Permit shall in every respect conform to the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover. Violation of the Zoning of Sign Regulations, Section#6 Voids this Permit INTERNALLY ILLUMINATED SIGNS ARE PROHIBITED 62b`'"-1 Inspector of Buildings NORTH p� SO 16'gti0 OL G t Y� l by O GOGNK twitAlb y1. �1.9s R�r�o lkp�,�'�� SgC14 TOWN OF NORTH ANDOVER Sign Permit Date: June 12, 2007 Permit Number: 043-07 THIS CERTIFIES THAT, 1503 Osgood Street—Convenience Store Has permission to erect a 15.5 soft wall sign Externally illuminated On 1503 Osgood Street provided that the person accepting this Permit shall in every respect conform to the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover. Violation of the Zoning of Sign Regulations, Section#6 Voids this Permit Internally Illuminated Signs are Prohibited 57 Inspector of Buildings J SIGN PERMIT APPLICATION 1600 Osgood Street Building 20, Suite 2-36 TOWN OF NORTH ANDOVER Site Owner lJC� S ooc� Sf�t�f Applicant 1��d e,.-r ?r{�� 1-n Tel 0-327 5570 Site Address /sU 3 65 Size of Proposed Sign Map 3V Parcel Illumination: a)Not illuminated b) Internally illuminated How attached: a) Against the wall je5 QExternally illuminated b) Roof n Iq c) Ground r)(q Materials: Wwd b r v • Aa-shcL 67o&c4kSM-LA) d) Other n ex 7�Cc. Proposed Colors: Background W h►Et Lettering 13 q Cost of Sign. ao Border — Note:_No permanent/temporary sign shall be erected, or enlarged until an Required Attachments: application on the appropriate form furnished by the Sign Office has been Photographs of building filed with the Sign Officer containing such'information including Material sample photographs, plans and scale drawings, as he may require, and a permit Color sample for such erection, alteration, or enlargement has been issued by him. Site or Plot Plan (Required for all free-standing signs) Such permit shall be issued only of the Sign Officer determines that the Drawings of proposed sign — sign complies or will comply with all applicable provisions of the By- Other, specify. Law. Will sign overhang any public road or walkway Yes ( ) No A If Yes,Name of Agency who will provide liability insurance: I AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: Receipt # Check# 1 Revised 10.31.2006 j 1 An { l K & VAUGHAN -3, Robert R. Pellegrini ______ T: 978-327-5570 F: 975-327-5219 ATTORNEYS AT LAW rpellegrini cusmolakvaughan.com June 6, 2007 Gerald Brown, Inspector of Buildings Town of North Andover Building Department 1600 Osgood Street North Andover, MA 01845 RE: SIGN APPLICATIONS APPLICANT AND OWNER: 1503 OSGOOD STREET LLC PROPERTY: 1503 OSGOOD STREET Dear Gerry: Our client has today informed us that he would like to apply for a sign permit for r the "Convenience Store" sign located above the doorway to the convenience store at the above-referenced location. You recently granted other sign permits at this location. The sign which is the subject of this application, like the last,was previously approved by the North Andover Planning Board. The following sign is proposed for installation: Wall Sign: The proposed wall sign is located on the front wall of the building, as indicated on the approved Site Plan (see attached Exhibit A). It consists of the words, "Convenience Store" (black letters with white background), and is depicted on the Site Plan. The sign is 54 square feet(s.f.), which is significantly less than the maximum size sign permitted under section 6.6(D)(1)of the bylaws. The proposed sign will be externally illuminated by four"witch hat" fixtures mounted on gooseneck extensions, designed to match the other wall signs, which results in light, "directed solely at the sign", as required by section 6.5(1) of the bylaws. i v Jefferson Office Park,820 Turnpike Street,Suite 203,North Andover,MA 01.845 i WWW.SMOLAKVAUGHAN.0 OM SMOLAK & VAUGHAN LLP Gerry Brown June 6,2007 Page 2 of 3 Based upon our review of the bylaws, it appears that the proposed sign is consistent with the approved plans, is permitted by right and therefore does not require further relief. We appreciate your attention to this matter and look forward to your response. Sincerely, A T- -s n T. Smolak, Esq. Smolak& Vaughan LLP 820 Turnpike Street, Suite 203 North Andover, Massachusetts 01845 Tel. (978) 327-5215 Fax (978) 327-5219 I t� SMO.LAK & VAUGHAN LLP Gerry Brown June 6,2007 Page 3 of 3 EXHIBIT A SIGN PERMIT APPLICATION: WALL SIGN i I e ■ ®errlare�rr�e rmlerrmerr®llrOtel'� lerr�err�errl�0 ' r®9rtep®�°���r ����r�s�4�ii r0r �I�ned>i i�rmlrl� ��a lao�lti0�rm0�r ol�amfrs°mn�rma�a®��r�d�rmfra°mrili°Bl�rmd�elreirirml�r®r�rD r���ralrillr�iliirortaelf�iarr�unn®°rOBli°�s�rillO�ir@I�llrerl� e air Immix leorio �mr6rilAallre®ll���r�ri 'v�@Irf rrel� r®Y �dls rff® r®■�r�,■�,r�® ®� 0� 0101 r!� rte® in 0 e tiorai mr�® mi � ���l sr°�®m>� ®e ml�°m'iof No rrc 111 rml arae am a aeemal�a►° �rraal�r® �r ® r r rve r rsrm�rar�rrr rm�rra gel �il�em�� lii �®�®el��a�r°1�. ��r��airm��aura�mrm mrl� arras®arae�ril R r�s.rm�srJi ®i eer erl 11 er !lr �d1�l1 Ali®�1�L'�Y��J �er�;El®fir®lllr0 NJ NJ �9�aR i�r r r,NLa,�r®r 1 rmirtr 1 a a�artileisi� ,i>� r�iar,a e�oa�r�l° °�o�+ aaa m r ®®rrllmr��aeo° arsr�rr�lr� r lrllor®e�'i� rr®�e9 sle r®eterl,rm lir®orrr®�l ®err®eter�la�a� °moia'rmC®Aarrall�aml�°��rm]I�_ ,��---- 1aaa0MrariL�r ! rAi�a�lerml r0lrlrrallla�l S� ietarlaaralaliral®Ier�lairmOd�rme�rarlam111eOralimr� ail dr�iri»rrllerrr�elmr�l�raae�rlrrlmraarl�rarrlflraQfiarra°011♦a X11®errieelow ell�err� rrlao,rr®elr®err_®ear®�I • r ar® rr® �r0e rr® aa0e !rte rr®r!rlilj��- NrrRr! CONVENIENCE!♦IiAls�i��!liCllietie�rr8i�l�i�®rl d OIa�SOra�lEi/�r�ld ��Aml�afi�®�El�e/��ll►= SEE, as FEE �I i I � � I 1 1 ,-_- ME ri ME WEE 4-- ---------_�--------i-��--_-----1� _-� ��������MMEEM"iI� ��I�����������il♦�MEN �i���Y ME MMMMI + . i is z The Shelburne Architects T 413.6252584 Joseph P.Mattel&Associates,AIA F 413.6252329 2y C*Y h1wners Road E w1a tdami bas"I Sidbune.Massachusetts 01 3700 7126/07 Mc Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover,MA 01845 Re: Convenience Store 1503 Osgood Street North Andover,MA Dear Mr.Brown, This letter is to inform you that on Wednesday,July 25,2007, I made a final inspection of the above named project. With the exception of some minor punch list items,the convenience store is essentially complete,ready to use and safe to occupy.The work completed looks good and appears to be in conformance with the approved working drawings. Pending the issuing of the final affidavits and required final inspections by your office and the Town of North Andover,I would recommend that Certificate of Occupancy be Issued. If you should have any questions please give me a call. Submitted by The Shelburne Architects i i t3)6Z Jo , P tact Manager I22 Joseph R Maffei,AIA,Principal on JOSEPH P PAME1 a s N0.3967 saRl1r KF,cu,rA4. 71 OF IAOSg The Shelburne Architects is a Ful)Service Architectural Firm Serving MA, VT,CT,&NH. Page 1 of 1 Z-d ZZ16 9Z9 £l•ti UBLUAM 18e401W uor e£9:01, LO LZ Inr GOOP .Mit CA Oki July 25, 2007 pfftCE of To Whom It May Concern, We at Cafua Management are writing to you to request permission to display a banner for Dunkin Donuts at 1503 Osgood Street, North Andover. The sign will be on the front left side of the building with the dimensions of 10' by 3'. The sign will be accompanied by three wind banners in the front of the building for visibility. This is due to the delayed delivery of the pylon sign. It is estimated to be delivered by August 10'x. Please feel free to contact Mike Leung, the multi-unit manager of the Dunkin Donuts at 1503 Osgood Street at (978) 884-6289. Thank you, �.�.4a 4 �P �A e- OJ� �� �.M c � G Ippolito, Mary From: Bradshaw, Joyce Sent: Thursday, December 01, 2011 9:28 AM To: Santilli, Ray; Robertson, Karen; Hughes, Jennifer; Tymon, Judy; Ippolito, Mary; Thibodeau, Bruce; Bellavance, Curt; Willett, Tim; Willis, Gene Cc: Fitzgibbons, Karen; Pelich, Suzanne Subject: FW: 49 Orchard Hill Road, North Andover, Massachusetts Attachments: FOIA N. Andover Town Clerk 11-30-11.doc We have received this e-mail request. It looks like it involves Storm Water damage at 49 Orchard Hill Road. If anyone can provide any input. Obviousely, if this was a simple request for a document we could try to comply as soon as possible. i Joyce A. Bradshaw,CMMC,Town Clerk 120 Main Street North Andover,MA 01845 Phone - (978)688-9502 Fax - (978)688-9557 From: Ames, Rodney rma i Ito:RAmes(&bsctrialattorneys.coml -- Sent: Thursday, December 01, 20119-113 AM To: Bradshaw, Joyce Subject: 49 Orchard Hill Road, North Andover, Massachusetts Ms. Bradshaw, I just spoke with Suzanne in your office, and she was very helpful. The attached letter outlines our document request for the above named property. We would greatly appreciate being able to pick up these documents by tomorrow afternoon, and I apologize for the extremely short notice. If this is not a possibility, please let me know. Thanks for your time. Best regards, j Rodney �r Rodney W. Ames,CA Ht CA BRC BOYLE, SHAUGHNESSY MPO, P.C. EAtlantic Avenue (J A�FroKNws AT Law Boston, MA 02111 T 617.451.2000 1 F 617.451.5775 Boston,MA - Manchester,NH - Providence,RI - Har ford.CT- Portland,ME ,1fa"Ivy Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more information please refer to:http://www.sec.state.ma.us/ore/Dreidx.htm. Please consider the environment before printing this email. • 1 nrK-ZU-ZUUU 14:Ub A&K FOWLER INSURANCE LLC 9786642209 P.01/01 ACORDM CERTIFICATE OF LIABILITY INSURANCE °A'�`"""'°°mmj 4/29/06 PRODUCER TMS C@ TIFIGATE IS ISSLED ASA MAT7M OF INFORMATION A & K Fowler insurance LLC ONLYAND CONFERSNO RIGHTS UPONTFFCERTFICATE �Q 200 Park St. HOLDER THIS CERTIFICATE:DOESNOT AMMEXTEEIDOR N. Reading, MA 01864 ALTER TFE COVERAGE AFFORDED BY THE POLICIES BLOW, _-.-• --..... ... INSURERS AFFORDM COVERAGE NAIC 0 INSURED INSURER A,Aspen Specialty Insurance_ Com Ranger Development Corp. INSURER B' Ing. Co. of the State of PA _ 2 Bridgeview Cir. INSURERC Tyngsboro, MA 01679 INSU ...... . ........._..---- --- INSURER 0: INSURER Et COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRAIDD'U -•-•--• ...... TYPE OF INSURANCE POLICYNUMPERPOUCY6FFECTIy6 FOUCy9(PIRATpN LIMITS OENERALUABILRY EACH OCCURRENCE S 11000,000 . X7 COMMERCIALGENERALLIABUTY GL001255-02 6/19/07 6/19/08 PREMISES ESOMUMoe 3 50,000 CLAMSMIDE X OCCUR MEDEXP(Anyompdson) : 1.000 A X XCU included MR30NAL 6 ADV INJURY s 1,000,000 GENERAL AGGREGATE 6 2,000,000 GENLAOGREGATE UpMR APPLIES PER PRODucrs•COMPJOP AGG 5 1 0 0 0 0 0 0 POLICY JECT LOC AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT S (EsaaiderN ALLOVWEO AUTOS HQT)II Y INJURY SCHEDULEDAIITOS I I(Pr s HIRED AUTOS BODILY INJURY- _ NON-OWJED AUTOS (Per saaaenp PROPERTY DAMAGE _ (Perecowt) GARAGELUIBILITY AUTO ONLY-EAACCIDENT S �tAN Y AUTO RTHERTHAN EA ACC S UTOONLv: ACD S FXCESSIUM13RELLALIABIUTY EACH OCCURRENCE S OCCUR CLAIMS MADE ! AGGREGATE. -- S 6 DEDUCTIBLE s RETENTION 6 6 WORKERS COMPENSAIIONAND WC5TATU- 0TH• EMPLOYERS'LIABILMY r 1 I 8 ANY PROFRIErORMARTNEWEXECUTIVE `'►C6841042 5/21/07 5/21/08 E.L EACH ACCIDENT s 500 000 OFFICERIMEMBER EXCLUDED/ Kya q -MONRk* E,L,DISEASE-EAEMPLOYEE 6 50_0,000 SPECGALPROV180N6b*W EL04SEASE-POLICY LIMIT s 500,000 OTHER 015CRIPTIONOF OPERATIONS I LOCAMONS ivEH ICLEBI EXCL UMONS ADDED BYEND ORSEMENT I SPECIAt PROVISKM Insurance Verification CERTIFICATE HOLDER CANCELLATION SHOULD ANI'OF THE ABOVE DESCRIBED POUCIESBE CANCELLED BEFORE THE EXPIRATION Town o£ oAndover DATE THEREOF,THE ISSUING INSURERWILLENDEAAVORTOMAIL lO North Andlovverer,, Ma 01845 DAT9WRR1EN NOTICETO THE CERTIFICIRE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DOSO SHALL 1 MPOSENOOBUGATION OR UABIUTY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Ka rri A. Boutin, CIC CISR ACORD 2b 42001108) ®ACORD COLORATION 1988 TOTAL P.01 I I C iz�nrrcr a .wCrszc�ura 'Doard of.Bin i Lteg Minns And' tandards { Construction Supervisor License ' License: Cs 568A8 r Birthdate: 4/20/1963 Ex{�iratipn:r 4l20l2Q09 fr# 10827 Restriction: 00 1 DAVID E.MURRAY. 28 ELDORADO RD CHELMSFORD,MA 01824 : Commissioner DOOLING— r Associate " soling@BMCa ATTORNEYS AT LAW ttomeys.com 695 ATLANTIC AVENUE TTORNEYS AT LAW BOSTON,MA 02111 (617)451.2000 TEL BOYLE9 SHAUGHNESSY & CAMPO, P.C. (617)451.5775 FAX Boston,MA - Manchester,NH - Providence,R! - Hartford, CT - Portland,ME www.BSCtrialattomeys.com MARK W.SHAUGHNESSY-Shareholder mshaughnessy@BSCtrialattomeys.com MATTHEW H.GREENE—Associate mgreene@B S Ctri al attorneys.com November 30, 2011 VIA CERTIFIED MAIL R/R/R ►` 70110110 00019154 2366 0// North Andover Town Clerk 120 Main Street North Andover, MA 01845 Attention: PUBLIC RECORDS REQUEST COORDINATOR RE: 49 Orchard Hill Road, North Andover, Massachusetts Storm-water Run-off Damages BS&C File No.: HT1-1068 Dear Sir or Madam: This is a request pursuant to the Massachusetts Public Records Law, M.G. L. Ch. 66 §10. I request copies of all documents in the possession or control of the North Andover Town Clerk relating to the properties.located at 1503 Osgood Street and 49 Orchard Hill Road. These documents include,but are not limited to, the following: 1. All reports citations notes memorandum correspondence email surveys plans or other paperwork and/or documents generated or otherwise obtained during, in connection with the above-referenced properties. We will pay the reasonable costs incurred in producing these documents. Further, if there are certain categories of documents that are more easily collected than other categories, please notify me of those documents as soon as they have been gathered. Please do not wait for all responsive documents to be collected. I appreciate your time and consideration in this matter and please do not hesitate to contact me with any questions that you may have. Very truly yours, Mark W. Shaughnessy Matthew H. Greene MHG/kr W:\Castsk1068\App's-Auth's-Kor'sTOIA N.Andmer Tone Clerk 11-30-I l.doc The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street ��) Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): X, /Ltc Address: City/State/Zip: / S Phone.#: 10 F 6V9- y ,/c/ Are you an employer?Check the appropriate box: Type of project(required):, 1.[f I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' insurance. 9. E]Building addition comp.[No workers' comp, insurance required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.F1 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: 47ell Policy#or Self-ins. Lic.#:'W iJ C- 0 V 1 O 9112 Expiration Date: Job Site Address:- I s 1 O d S G-d OCity/State/Zip: /vim O Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi ations e DIA for insurance coverage verification. I do hereby c ify r thLe pains and penalties of perjury that the information provided above is true and correct. Signatuie: Date: -, 91-15 P _ Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other. Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the.occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to,operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(' )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for,the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #6.17-727-4900 ext 406 or 1-877-MASSAFE Revised 11-.22-06 Fax# 617-727-7749 www.mass.gov/dia \ 1 NORTH o Of 0 No. , _ r LAKE do- ,� ` dower, Mass., • OAKE COC MIC EWICK I� V 7�S RATED U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT........11gO... . .. �/�..............�. .�..� ........rA01 .....���• .......t................... Foundation has permission to erect.... buildings on ..�$02........04 .�.# r. ......... Rough . to be occupied as.......... ......I............. 11 t..��.o. ........................................................................... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final 3000 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO STARTS Rough ................:........ Service B.. BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. Job Mark Quan Type Span PI-HI Left OH Right OH Engineering M7036-ja 2 A2 4 ATPFK 531112 8 0 0 cont Jackson Lumber (Convenience Store) ------Attic Chords (Top)------ KK SK20 4.Ox 1.5 Ctr Ctr 0.97 A4-B 0.36 1166 C 0 -2299 JJ#SK20 6.Ox 7.5 0.2 Ctr 0.79 B -S8 0.87 6680 C -2299 -100 H SK20 3.Ox 4.5 Ctr Ctr 0.37 S8-X 0.42 6680 C -100 267 S2 SX20 5.Ox 7.5 Ctr Ctr 0.85 X -W 0.19 1374 C 267 843 O SK20 4.Ox 9.0-0.5 Ctr 0.91 W -V 0.34 1048 T 843 567 S SK20 2.Ox 4.5 Ctr Ctr 0.56 V -S6 0.18 3181 C 527 369 B# SK20 8.0x10.5-4.0 0.1 0.63 S6-F 0.28 3181 C 369 -1401 S8 SK20 3.Ox 7.5 Ctr Ctr 0.88 F -AS 0.21 880 C -1401 0 X PT18 9.0x12.0-2.5 1.0 0.89 -------Attic Webs (Top)------- W SK20 5.0x 9.0-0.5 Ctr 0.97 D -B 0.07 343 T V PT18 9.0x12.0 2.5 1.1 0.94 B -WW 0.29 2321 C S6 SK20 3.Ox 7.5 Ctr Ctr 0.88 wW-X 0.88 5464 T F# SK20 8.0x10.5 4.0-0.1 0.48 X -Z 0.16 1269 C J# PT18 9.0x20.0 0.2-1.5 0.97 Z -W 0.66 2695 T PP#PT18 5.5x12.0 2.5 0.2 0.97 W -AA 0.08 637 C NN SK20 3.Sx 4.5 Ctr Ctr 0.97 W -BB 0.23 944 T S5 SK20 4.Ox 9.0 Ctr Ctr 0.88 V -BB 0.11 875 C 00 SK20 2.Ox 4.5 Ctr Ctr 0.69 V -VV 0.94 3842 T QQ#SK20 4.Ox 4.5 Ctr Ctr 0.86 F -VV 0.19 1507 C K# SK20 7.0x15.0 0.1-0.2 0.75 F -P 0.43 1783 T ------Attic Chords (Bot)------ J -PP 0.72 2562 T -3384 -762 PP-NN 0.22 1886 C -502 659 # = Plate Monitor used NN-S5 0.22 2023 C 659 1992 55-00 0.44 2023 C 1992 -50 NOTES: 00-QQ 0.23 2023 C -50 331 Trusses Manufactured by: QQ-K 0.22 851 C 331 0 CLYVANOR LTD -------Attic Webs (Bot)------- Analysis Conforms To: J -MM 1.00 3951 T IHC/IRC2003 MM-PP 0.12 949 C Design checked for LL on BC PP-LL 0.69 2827 T per BOCA (section 1606.2.3), LL-NN 0.07 597 C IBC/IRC-2003 and FBC 2004 NN-KK 0.33 1381 T (section 1607.1), 20.0 psf. KK-00 0.05 358 C Prevent truss rotation at all KK-QQ 0.35 1463 T bearing locations. JJ-QQ 0.08 691 C NOTE: USER MODIFIED PLATES JJ-K 0.67 2739 T This design may have plates selected through a plate TL Defl -0.88" in KK-JJ L/631 monitor. LL Defl -0.63" in JJ-H L/878 Wind Loads - ANSI / ASCE 7-02 LL Cant -0.03" in YY-ZZ L/598 Truss is designed as a Main Shear // Grain in D -WW 0.99 Wind-Force Resistance System. Wind Speed: 90 mph Plates for each ply each face. Mean Roof Height: 25-0 PLATING CONFORMS TO TPI-95 AND Exposure Category: C BOCA (APPROVAL NO. 95-35), Occupancy Factor : 1.00 ICBO (APPROVAL NO. ER-4805), Building Type: Enclosed SBCCI (APPROVAL NO. 941698). Zone location: Exterior PLATES ARE MANUFACTURED BY TC Dead Load 4.2 psf JAGER BUILDING SYSTEMS BC Dead Load 6.0 psf GRIP VALUES BASED ON GROSS Roof Snow Load per ASCE 7-02 AREA METHOD FOR Ground Snow Load 50.0 psfOF U4 SPRUCE-PINE-FIR LUMBER. Rain Load 0.0 psf 2 FILE NO. : PR2420LP Importance Factor 1.0 Plate - SK20 20 Ga, Gross Area Thermal Factor 1.1 Plate - PT18 ($Ga, Gross Area Exposure Factor 1.0 [Z ROSS S. Plate - PT16 16 Ga, Gross Area Balanced Load Factor 0.8 rj-. Jt Type Plt Size X Y JSI Unbalanced Load Factor 1.5 2.3 , 4 YY SK20 S.Ox 7.5 1.1 0.8 0.76 Unbalanced Loads Checked (� T r%- V3 AO SK20 2.Ox 4.5 Ctr Ctr 0.56 Load Factors v 1.50 and 0.00 No,4:23 II SK20 6.0x15.0 1.5 1.0 0.99 Max Comp. force 6680 Lbs S7 SK20 4.Ox 9.0 Ctr Ctr 0.89 Quality Control Factor 1.20 L SK20 7.0x12.0 0.6-0.8 0.98 f A4 SK20 2.Ox 4.5 Ctr Ctr 0.71 FABRICATOR NOTES: D SK20 5.Ox 7.5 1.1-3.5 0.75 1. JAGER METAL PRODUCTS IS apY/l4 WW#PT18 9.0x12.0 2.5-1.0 0.89 RESPONSIBLE ONLY FOR THE Z SK20 S.Ox 5.2 0.5 Ctr 1.00 STRUCTURAL ADEQUACY OF THIS S4 SK20 3.0x15.0 Ctr Ctr 0.95 COMPONENT BASED ON DESIGN AA SK20 2.Ox 4.5 Ctr Ctr 0.56 CRITERIA AND LOADS SHOWN. BE SK20 3.Ox 4.5 Ctr Ctr 0.97 IT IS THE RESPONSIBILITY OF VV SK20 7.Ox 9.0-1.0 Ctr 0.95 OTHERS TO VERIFY COMPONENT P SK20 5.Ox 7.5-1.1-3.5 0.75 SUITABILITY AND DIMENSIONS. A5 SK20 2.Ox 4.5 Ctr Ctr 0.56 N# SK20 6.0x12.0-0.3-0.4 0.72 S3 SK20 S.Ox 9.0 Ctr Ctr 0.96 T SK20 3.5x 6.0 Ctr Ctr 0.58 G SX20 9.0x10.5-4.4 1.6 0.91 ZZ SK20 1.Sx 3.0 Ctr Ctr 0.75 Al SK20 2.Ox 4.5 Ctr Ctr 0.70 A2 SK20 7.Ox 9.0 Ctr Ctr 0.91 M SK20 6.0x12.0 Ctr Ctr 0.94 A30SK20 3.Ox 4.5-0.3-0.2 0.38 MM SK20 7.Ox 9.0-1.0 Ctr 0.97 S1 SK20 4.Ox 7.5 Ctr Ctr 0.90 LL SX20 S.Ox 5.2-0.5 Ctr 0.99 Robbins Engineering.IncJOnline Plus771998-2006 Version 19.0.037 Engineering-Portrait 06/03/2007 2:49:20 PM Page 2 of 2 Lal i Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering M7036-'a 2 A3 10 ATPFK 540512 8 0 10- 8 Jackson Lumber (Convenience Store) 2x4.5= A4 2x4.5= hI Du #38G-PT18-9x12= 3x15= 7x9=A5 WWW S4 VV 5x7.5 5x5.25= 2x4.511 3x4.5= 5x7.5 NO 6-8 D Z AA BE P A7 NO 7-0 7xl2\\ #6x12/ T 4x9. L X C#18 �V x9•� 37 #8 0. 18G-PT18-9x12 W C#18G-PT18-9x12= 93 6x15 � 5x9= 3.Sx6� 11-6-0 II 8 T 6-8A2 2x4.511 ' '0 20- 0- 0 6-SG AO W__20- 5x7.5= 5x12= YY 0- 0- G M LL -_ O = S ZZ B 2x4 xg .511A 6x12= # x49 Cant:6-11-121.5x311 4x7.5= M Cant:6- 0 NN QQ W2308 #18G -9x20c 3.5x4.5= 00 #4x4.5= H W:508 jRAI!785 ----- 2x4.511 3x4.511 R:4506 R: 569 PP -- IIs 169 7x9= TBE6INSTALLED #18G-PT18-5.5x12= \ K ON BOTH SIDES C#7x15' A3 Sl 3x4.511 5x7.5= S2 N m ro 6x7m5= o 14 O O e o SL e o 0 0 TC '� 13145014 130 6-3-0 110 0-114 - 1 5-4BC ro 5-4-0 5-1-12 14 5-0-0 6-3-0 rl o ,n N 0 r� 54-5-12 EXCEPT AS SHOWN ALL PLATES ARE SK2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.112"=1' Robbins Engineering, Inc./Online Plus BC Fb=1.10 Fc=1.10 Ft=1.10 AS-N 0.34 3368 C -5600 1961 N -S3 0.24 5880 C -1882 2397 Online Plus -- Version 19.0.037 Load Case # 1 Attic & Snow Loa S3-T 0.37 6059 C 2397 -334 RUN DATE: 06-MAR-07 Lumber Duration Factor 1.00 T -G 0.73 6307 C -334-10074 Plate Duration Factor 1.00 --------Bottom Chords--------- CSI -Size- ----Lumber---- plf - Live Dead From To YY-ZZ 0.29 233 T -196 -1251 TC 0.73 2x 6 SPF-1651 TC V 77 14 0.0' 54.5' ZZ-A1 0.29 233 T -1251 0 EX D -S4 2x 4 SPF-2100 BC V 0 20 0.0' 54.5' A2-M 0.11 391 T 1751 -37 Ex S4-P 2x 4 SPF-2100 MA V 0 14 15.2' 20.9' M -A3 0.82 1466 C -37 -6858 BC 0.84 2x 6 SPF-2100 MA V 0 14 20.9` 34.4' A3-MM 0.69 1259 C -6858 1022 EX YY-A1 2x 4 SPF42 MA V 0 14 34.4' 40.2' MM-S1 0.30 3463 T 1397 1997 CW 0.37 2x 4 SPF-#2 MA V 60 20 17.6' 26.7' S1-LL 0.32 3463 T 1997 2033 WE 0.94 2x 4 SPF42 MA V 60 20 26.7' 37.8' LL-KK 0.47 5505 T 1901 1328 EX A2-II 2x 6 SPF-#2 MA V 0 14 0.8' 10.3' KK-JJ 0.49 6111 T 1332 2436 EX M -J 2x 4 SPF-1651 MA V 0 14 0.8' 10.2' JJ-H 0.37 4201 T 2436 39 EX L -B 2x 4 SPF-2100 H -S2 0.26 4102 T -1517 -891 EX K -O 2x 4 SPF-1651 52-0 0.30 4102 T 317 -1264 ACT 0.81 2x 4 SPF-1651 Plus 6 Wind Load Case(s) 0 -S 0.53 5176 T -1264 4483 AWT 0.93 2x 4 SPF-#2 Plus 2 Unbalanced Load Cases S -G 0.84 5176 T 4483-10655 EX WW-X 2x 4 SPF-1651 ----------Chord-Webs---------- ACB 0.69 2x 6 SPF42 Jt React Uplft Size Req'd Al-A2 0.37 44 T 0 1751 AWB 0.99 2x 4 SPF-#2 Lbs Lbs In-Sx In-Sx A2-II 0.00 44 T WG --- 2x 4 SPF-#2 ZZ 569 170 3- 8 1- 8 -------------Webs------------- PB --- 2x 3 SPF42 A2 4785 0 5- 8 5- 8 ** ZZ-AO 0.05 461 C Hz = -269 A2-1I 0.53 3154 C Brace truss as follows: G 4507 0 5- 8 5- 6 II-M 0.79 3241 T O.C. From To Hz = 267 M -L 0.57 2418 C 1 Br TC Cont. 0- 0- 0 54- 5-12 M -J 0.67 4149 T BC 6- 0- 0 0- 0- 0 54- 5-12 Membr CSI P Lba M®lst M02nd L -J 0.94 3863 T WB 1 rows CLB on M -L ----------Top Chords---------- L -B 0.95 5547 C 0 4186 WB 2 rows CLB on L -B YY-AO 0.16 221 C -658 -2433 J -B 0.48 798 C 831 1554 WB 1 rows CLB on J -B AO-II 0.36 293 C -1637 -5764 A3-J 0.62 361 T 0 -2158 WE 1 rows CLB on F -N II-S7 0.38 3462 C -5764 3048 K -F 0.78 926 T 860 -2226 Attach CLB with (2)-10d nails S7-L 0.23 3273 C 2731 3350 H -K 0.29 239 T 0 1129 at each web. L -A4 0.54 739 C 3350 -8371 F -N 0.52 3187 C 0 -640 A4-D 0.62 1387 T -8371 -666 K -N 0.32 1311 T Loading Live Dead (psf) D -WW 0.76 1367 T 777 -5361 K -0 0.30 1860 T TC 38.5 7.0 WW-Z 0.72 4462 C -5361 -2583 O -N 0.35 449 C BC 0.0 10.0 Z -S4 0.65 6560 C -2583 2227 0 -T 0.12 271 T Total 38.5 17.0 55.5 S4-AA 0.75 6560 C 2227 -1974 S -T 0.06 234 C Spacing 24.0" AA-BB 0.75 6560 C -1974 -2524 ------Attic Chords (Top)------ Lumber Duration Factor 1.00 BB-VV 0.63 6353 C -2524 -3046 A4-A6 0.35 1138 C 0 -2257 Plate Duration Factor 1.00 VV-P 0.45 3276 C -3753 -1877 A6-S8 0.81 6422 C -2257 -44 TC Fb=1.15 Fc=1.10 Ft=1.10 P -AS 0.33 2481 C 973 -5600 S8-X 0.40 6422 C -44 330 Robbins Engineering,Inc./Online Plus??1996-2000 Version 19.0.037 Engineering-Portrait ON3/2007 2:39:30 PM Page t of 2 Job Quan Type Span P1-El Left OR Right OH Engineering M7036-'a 2 A73; 10 ATPFK 540512 8 0 10- 8 Conti Jackson Lumber (Convenience Store) X -W 0.18 1128 C 330 708 o MO 4.Ox 9.0 Ctr Ctr 0.96 W -V 0.37 1296 T 708 529 S SK20 2.Ox 4.5 Ctr Ctr 0.57 V -86 0.16 2924 C 497 368 A6#SK20 8.0x10.5-4.0 Ctr 0.61 S6-F 0.27 2924 C 368 -1343 S8 SK20 3.Ox 7.5 Ctr Ctr 0.88 F -A5 0.21 892 C -1343 0 X PT19 9.0x12.0-2.5 1.0 0.89 -------Attic Webs (Top)------- W SK20 S.Ox 9.0-0.5 Ctr 0.97 /1V D -A6 0.08 376 T V PT18 9.0x12.0 2.5 1.0 0.94 A6-WW 0.29 2296 C S6 SK20 3.0x 7.5 Ctr Ctr 0.88 wW-X 0.88 5452 T F# SK20 8.0x10.5 4.0-0.1 0.48 X -Z 0.16 1269 C J# PT18 9:0x20.0 0.2-1.5 0.97 Z -W 0.66 2711 T PP#PT18 5.5x12.0 2.5 0.2 0.99 W -AA 0.08 639 C NN SK20 3.5x 4.5 Ctr Ctr 0.97 w -BB 0.23 946 T 85 SX20 4.Ox 9.0 Ctr Ctr 0.89 V -BB 0.11 870 C 00 SK20 2.Ox 4.5 Ctr Ctr 0.70 V -VV 0.93 3822 T QQ#SK20 4.Ox 4.5 Ctr Ctr 0.85 F -VV 0.19 1493 C K# SK20 7.0x15.0 0.1-0.2 0.75 F -P 0.46 1900 T ------Attic Chords (Bot)------ - -PP 0.69 2497 T -3211 -904 PP-NN 0.20 1897 C -637 506 # - Plate Monitor used NN-S5 0.21 2033 C 506 1904 S5-00 0.45 2033 C 1904 48 NOTES: 00-QQ 0.23 2033 C 48 179 Trusses Manufactured by: QQ-K 0.21 1054 C 179 0 CLYVANOR LTD -------Attic Webs (Bot)------- Analysis Conforms To: J -MM 0.99 3924 T IBC/IRC2003 MM-PP 0.12 966 C OH Loading PP-LL 0.70 2873 T Soffit psf 2.0 LL-NN 0.07 605 C Design checked for LL on BC NN-KK 0.34 1390 T per BOCA (section 1606.2.3), KK-00 0.04 346 C IBC/IRC-2003 and FBC 2004 KK-QQ 0.33 1420 T (section 1607.1), 20.0 psf. JJ-QQ 0.08 685 C Prevent truss rotation at all JJ-K 0.65 2670 T bearing locations. NOTE: USER MODIFIED PLATES TL Defl -0.84" in KK-JJ L/659 This design may have plates LL Defl -0.60" in JJ-H L/917 selected through a plate LL Cant -0.03" in YY-ZZ L/567 monitor. Shear // Grain in D -WW 0.95 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Plates for each ply each face. wind-Force Resistance System. PLATING CONFORMS TO TPI-95 AND Wind Speed: 90 mph BOCA (APPROVAL NO. 95-35), Mean Roof Height: 25-0 ICBG (APPROVAL NO. ER-4805), Exposure Category: C SBCCI (APPROVAL NO. 941698). Occupancy Factor : 1.00 PLATES ARE MANUFACTURED BY Building Type: Enclosed JAGER BUILDING SYSTEMS Zone location: Exterior GRIP VALUES BASED ON GROSS TC Dead Load : 4.2 psf AREA METHOD FOR BC Dead Load : 6.0 psf SPRUCE-PINE-FIR LUMBER. Roof Snow Load per ASCE 7-02 FILE NO. : PR2420LP Ground Snow Load = 50.0 psf Plate - SK20 ?{j Ga, Gross Area Rain Load = 0.0 psf Plate - PT18 18 Ga, Gross Area Importance Factor 1.0 ��� OF Plate - PT16 1 C Ga, Gross Area Thermal Factor 1.1 � Jt Type Plt Size X Y JSI Exposure Factor 1.0 YY SK20 5.Ox 7.5 1.1 0.8 0.77 Balanced Load Factor 0.8 �( ROSS S. AO SK20 2.Ox 4.5 Ctr Ctr 0.57 Unbalanced Load Factor 1.5 LEE Tot II SK20 6.0x15.0 1.5 1.0 0.99 Unbalanced Loads Checked 37 SK20 4.Ox 9.0 Ctr Ctr 0.89Load Factors = 1.50 and 0.00 Q STRUCTURAL 4 L SK20 7.0x12.0 0.6-0.8 0.95 Max camp. force 6560 Lbs V No.43333 W A4 SK20 2.Ox 4.5 Ctr Ctr 0.69 Quality Control Factor 1.20 D SK20 S.Ox 7.5 1.1-3.5 0.75 WW#PT18 9.0x12.0 2.5-1.0 0.89 FABRICATOR NOTES: Z SK20 S.Ox 5.2 1.0 Ctr 0.94 1. JAGER METAL PRODUCTS IS S4 SK20 3.0x15.0 Ctr Ctr 0.99 RESPONSIBLE ONLY FOR THE AA SK20 2.Ox 4.5 Ctr Ctr 0.57 STRUCTURAL ADEQUACY OF THIS �"� W� BB SK20 3.Ox 4.5 Ctr Ctr 0.97 COMPONENT BASED ON DESIGN V VV SK20 7.Ox 9.0-1.0 Ctr 0.95 CRITERIA AND LOADS SHOWN. P SK20 S.Ox 7.5-1.1-3.5 0.75 IT IS THE RESPONSIBILITY OF AS SK20 2.Ox 4.5 Ctr Ctr 0.57 OTHERS TO VERIFY COMPONENT N# SK20 6.0x12.0-0.3-0.4 0.68 SUITABILITY AND DIMENSIONS. S3 SK20 S.Ox 9.0 Ctr Ctr 0.97 T SK20 3.Sx 6.0 Ctr Ctr 0.58 G SK20 5.0x12.0-2.2 1.0 0.98 ZZ SK20 1.Sx 3.0 Ctr Ctr 0.75 Al SK20 2.Ox 4.5 Ctr Ctr 0.71 A2 SK20 7.Ox 9.0 Ctr Ctr 0.91 - M SK20 6.0x12.0 Ctr Ctr 0.92 A3 SK20 3.Ox 4.5 Cts Ctr 0.38 MM SK20 7.Ox 9.0-1.o Ctr 0.97 S1 SK20 S.Ox 7.5 Ctr Ctr 0.73 LL SK20 S.Ox 5.2-1.0 Ctr 0.99 KK SK20 4.Ox 7.5 Ctr Ctr 0.94 JJ#Sx20 S.Ox 7.5 0.2 Ctr 0.92 H SK20 3.Ox 4.5 Ctr Ctr 0.38 82 SK20 6.Ox 7.5 Ctr 0.2 0.82 Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portrait 06/03/2007 2:39:30 PM Page 2 cf 2 &7 i Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering M703b 2 A4 14 hTPFK 470600 8 0 10- 8 Jackson Lumber (Convenience Store) 2x4.5= � YY 2x4.5= #18G-PT18-9x12- 6x10.5= 7x9= ZZ T;1 S4 VV 6x7.5= 6x6= 2x4.511 4x6= 6x7.5= HO 4-7-13 D Z AA BB P NO 7-0 8 AO 7x12, #6x9•; TL X W V N 5x9 5x24= 5x24= 7x9= S3 6x7.51 #Sx 0. I #8x II '1 3.5x6 10-11-8 C, o T -20- 0- 0 0 20- 0- 0 6x9= G A 3x4.5 M J LLKK JJ H O S Ws506 6x12 #16G-PT18-9x20' 6x6= 4x9= -#5x7.5= 3x4.511 4x9= 2x311 Ws508 Cants6- 0 R:4356 XX MM NN 00 QQ R:4444 #3x4.511 5x7.5= 4x4.5= 2x4.511 3.5x4.5 #7x15 TBE61NSTALLED � S2 ON BOTH SIDES t lk1gG-PT18-S.Sx12� 6x6= �' S1 M ro 4x7.5= a o ou-1 0 0 c+� ri ei rn SL 0 0 TC 5-1-123-0-9 1955-00--14 1 5-0�-14 j 5-0-14 5-0-14 i13-0-915-0-0 6-3-0_ Be 5-1-12 1 5-4-14 4-0-11 41 0-121 4-0-11 4-0-11 4-0-111 5 14 5-0-0 1 6-3-0 r� 47-6-0 -- EXCEPT AS SHOWN ALL PLATES ARE SK2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.119"-), Robbins Engineering, Inc./Online Plus Plate Duration Factor 1.00 T -G 0.72 6207 C -338 -9938 TC Fb=1.15 Fc-1.10 Ft=1.10 --------Bottom Chords--------- Online Plus -- Version 19.0.037 Be Fb=1.10 Fc=1.10 Ft=1.10 A -M 0.10 254 T -6 395 RUN DATE: 06-MAR-07 M -XX 0.99 1985 C 482 -6165 Load Case # 1 Attic & Snow Loa XX-MM 0.89 1776 C -6165 740 CSI -Size- ----Lumber---- Lumber Duration Factor 1.00 MM-S1 0.66 3124 T 1046 1734 TC 0.91 2x 6 SPF-#2 Plate Duration Factor 1.00 S1-LL 0.41 3124 T 1734 1776 EX D -S4 2x 8 SPF-#2 plf - Live Dead From To LL-KK 0.65 5228 T 1661 1001 RX 54-P 2x 8 SPF-02 TC V 77 14 0.0' 47.5' KK-JJ 0.70 5966 T 1000 2209 EX S3-G 2x 6 SPF-1651 Be V 0 20 0.0' 47.5' JJ-H 0.51 4132 T 2209 177 Be 0.99 2x 6 SPF42 MA V 0 14 8.2' 14.0' H -S2 0.39 4039 T 177 457 EX S1-S2 2x 6 SPF-1651 MA V 0 14 14.0' 27.4' S2-O 0.30 4039 T 457 -1245 EX S2-G 2x 6 SPF-2100 MA V 0 14 27.4' 33.2' O -S 0.51 5094 T -1245 4384 WB 0.83 2x 4 SPF-#2 MA V 60 20 10.6' 19.7' S -G 0.81 5094 T 4384-10431 EX A -II 2x 6 SPF-#2 MA V 60 20 19.7' 30.8' -------------Webs------------- EX M -J 2x 4 SPF-1651 MA V 0 14 0.2' 9.7' A -II 0.75 4299 C WindLd EX L -J 2x 4 SPF-1651 MA V 0 14 0.2' 9.7' II-M 0.83 3416 T EX L -B 2x 4 SPF-2100 M -L 0.65 2746 C 1 Br ACT 0.68 2x 4 SPF42 M -J 0.70 4321 T EX YY-S7 2x 4 SPP-1651 Plus 6 Wind Load Cases) L -J 0.67 4138 T AWT 0.90 2x 4 SPF-#2 Plus 2 Unbalanced Load Cases L -B 0.92 5676 C 0 3889 EX WW-X 2x 4 SPF-1651 J -B 0.43 964 C 1122 1244 ACB 0.76 2x 6 SPP42 Jt React Uplft Size Req'd XX-J 0.62 338 T 0 -2176 AWB 0.72 2x 4 SPP-#2 Lbs Lbs In-Sx In-Sx K -F 0.77 936 T 809 -2097 EX J -MM 2x4 SPF-1651 A 4356 0 5- 8 5--a ** H -K 0.25 226 T 0 997 wG --- 2x 4 SPF42 Hz - -315 F -N 0.46 3052 C 0 -560 G 4444 0 5- 8 5- 5 K -N 0.29 1210 T 1 Br Brace truss as follows: Hz - 221 K -0 0.45 1849 T O.C. From To 0 -N 0.36 452 C TC Cont. 0- 0- 0 47- 6- 0 Membr CSI P Lbs M®lst M02nd O -T 0.12 273 T Be 3- 6- 0 0- 0- 0 47- 6- 0 ----------Top Chords---------- S -T 0.05 227 C WB 1 rows CLB on M -L II-L 0.46 3084 C -40 -760 ------Attic Chords (Top)------ WB 2 rows CLB on L -B L -YY 0.76 805 T 3049 -7266 YY-B 0.36 1120 C 0 -2320 WB 1 rows CLB on J -B YY-D 0.91 1723 T -7266 1291 B -S7 0.79 6145 C -2320 -90 WB 1 rows CLB on F -N D -WW 0.93 1200 T -2636-14077 S7-X 0.58 6145 C -90 304 WB 1 rows CLB on K -N WW-Z 0.82 4770 C-14077 533 X -W 0.22 817 C 383 406 Attach CLB with (2)-10d nails Z -S4 0.56 7071 C 1352 6971 W -V 0.68 2163 T 422 572 at each web. S4-AA 0.62 7071 C 6971 4221 V -S6 0.18 2150 C 513 413 AA-BB 0.69 7071 C 4353 3286 S6-F 0.29 2150 C 413 -1220 Loading Live Dead (pef) BB-VV 0.52 7050 C 3286 -1883 F -ZZ 0.24 722 C -1220 0 TC 38.5 7.0 VV-P 0.30 4103 C -5419 -3290 -------Attic Webs (Top)------- BC 0.0 10.0 P -ZZ 0.36 2794 C 1727 -4001 D -B 0.21 863 T Total 38.5 17.0 55.5 ZZ-N 0.36 3504 C -4001 1548 B -WW 0.35 2836 C Spacing 24.0^ N -S3 0.38 5775 C -2165 2190 WW-X 0.88 5469 T Lumber Duration Factor 1.00 S3-T 0.36 5954 C 2190 -338 X -Z 0.14 1123 C Robbins Engineering,Inc./Online Plus??199&2006 Version 19.0.037 Engineering-Portrait 06/032007 4:51:07 PM Page 1 of 2 E 7- l -�-4 I soh Mark Quan Type Span Pl-Hl Left OH Right OH �_Col 14 ATPFK 470600 8 0 10- 8 Jackson Lumber (Convenience Store) Z -W 0.74 3053 T W -AA 0.07 584 C W -BE 0.22 905 T V -BB 0.09 740 C # = Plate Monitor used V -VV 0.90 3704 T F -VV 0.18 1497 C NOTES: F -P 0.56 2287 T Trusses Manufactured by: ------Attic Chords (Bot)------ CLYVANOR LTD J -PP 0.76 2693 T -3524 -989 Analysis Conforms To: PP-NN 0.21 1918 C -693 641 IBC/IRC2003 NN-S5 0.22 2072 C 641 1990 OH Loading S5-00 0.44 2072 C 1990 -1 Soffit psf 2.0 GO-QQ 0.24 2072 C -1 403 Provide connection to bearing QQ-K 0.23 1080 C 403 0 for 316 Lbs Horiz Reaction -------Attic Webs (Bot)------- Design checked for LL on BC J -MM 0.68 4078 T per BOCA (section 1606.2.3), MM-PP 0.12 980 C IBC/IRC-2003 and FBC 2004 PP-LL 0.72 2937 T (section 1607.1), 20.0 psf. LL-NN 0.07 623 C Prevent truss rotation at all NN-KK 0.36 1503 T bearing locations. KK-00 0.05 357 C NOTE: USER MODIFIED PLATES KK-QQ 0.32 1452 T This design may have plates JJ-QQ 0.07 688 C selected through a plate JJ-K 0.64 2707 T monitor. Wind Loads - ANSI / ASCE 7-02 TL Defl -0.87" in KK-JJ L/636 Truss is designed as a Main LL Defl -0.63" in JJ-H L/874 Wind-Force Resistance System. Shear // Grain in D -WW 0.99 Wind Speed: 90 mph Mean Roof Height: 25-0 Plates for each ply each face. Exposure Category: C PLATING CONFORMS TO TPI-95 AND Occupancy Factor : 1.00 BOCA (APPROVAL NO. 95-35), Building Type: Enclosed ICBO (APPROVAL NO. ER-4805), Zone location: Exterior SBCCI (APPROVAL NO. 941698). TC Dead Load 4.2 psf PLATES ARE MANUFACTURED BY BC Dead Load 6.0 psf JAGER BUILDING SYSTEMS Roof Snow Load per ASCE 7-02 GRIP VALUES BASED ON GROSS Ground Snow Load - 50.0 psf AREA METHOD FOR Rain Load = 0.0 psf SPRUCE-PINE-FIR LUMBER. Importance Factor 1.0 FILE NO. : PR2420LP Thermal Factor 1.1 Plate - SK20 20 Ga, Gross Area Exposure Factor 1.0 Plate - PT18 Ga, Gross Area Balanced Load Factor 0.8 Plate - PT16 Ga, Gross Area Unbalanced Load Factor 1.5 it Type Pit Size X Y JSI Unbalanced Loads Checked II SK20 6.Ox 7.5 0.4-0.3 1.00 Load Factors = 1.50 and 0.00 L SK20 7.0x12.0 0.6-0.8 0.98 Max comp. force 7071 Lbs YY SK20 2.Ox 4.5 Ctr Ctr 0.66 Quality Control Factor 1.20 D SK20 6.Ox 7.5 Ctr Ctr 0.89 WW PT18 9.0x12.0 2.5 0.2 0.89 FABRICATOR NOTES: Z SK20 6.Ox 6.0 Ctr Ctr 0.95 1. JAGER METAL PRODUCTS IS S4 SK20 6.0x10.5 Ctr Ctr 0.97 RESPONSIBLE ONLY FOR THE AA SK20 2.Ox 4.5 Ctr Ctr 0.52 STRUCTURAL ADEQUACY OF THIS BE SK20 4.Ox 6.0 Ctr Ctr 0.70 COMPONENT BASED ON DESIGN VV SK20 7.Ox 9.0-1.0 Ctr 0.91 CRITERIA AND LOADS SHOWN. P SK20 6.Ox 7.5 Ctr Ctr 0.89 IT IS THE RESPONSIBILITY OF ZZ SK20 2.Ox 4.5 Ctr Ctr 0.52 OTHERS TO VERIFY COMPONENT N SK20 6.Ox 9.0-0.5-0.8 0.65 SUITABILITY AND DIMENSIONS. S3 SK20 S.Ox 9.0 Ctr Ctr 0.94 T SK20 3.5x 6.0 Ctr Ctr 0.55 0 SK20 6.Ox 9.0-0.7 0.4 0.99 A SK20 3.Ox 4.5 Ctr Ctr 0.94 M SK20 6.0x12.0 Ctr Ctr 0.96 XX#SK20 3.Ox 4.5-0.2-0.2 0.35 �- MM SK20 5.Ox 7.5-1.2 Ctr 0.97 OF S1 SK20 4.Ox 7.5 Ctr Ctr 0.85 LL SK20 6.Ox 6.0 Ctr Ctr 0.88 KK SK20 4.Ox 9.0 Ctr Ctr 0.75 l� JJ#SK20 5.0x 7.5 0.5 Ctr 0.90 = ROSS S. G H SK20 3.Ox 4.5 Ctr Ctr 0.35 LEE S2 SK20 6.Ox 6.0 Ctr 0.2 0.99 p yTP.X T URAL ti o SK20 4. x 9.0 Ctr Ctr 0.95 U f No.43333 S SK20 2.Ox 3.0 Ctr Ctr 0.52 B SK20 8.0x10.5-4.0-0.1 0.58 �Q S7 SK20 3.5x 6.0 Ctr Ctr 0.77 X SK20 5.0x24.0-1.0 Ctr 1.00 *k' W SK20 5.0x24.0 Ctr Ctr 0.93 V SK20 7.Ox 9.0 Ctr Ctr 0.91 S6 SK20 3.Sx 6.0 Ctr Ctr 0.75 F SK20 8.0x10.5 4.0 0.1 0.56 J# PT18 9.0x20.0 0.1-1.5 0.93 PP PT18 5.5x12.0 2.5 Ctr 0.92 NN SK20 4.0x 4.5 Ctr Ctr 0.91 95 SK20 4.Ox 9.0 Ctr Ctr 0.82 00 SK20 2.Ox 4.5 Ctr Ctr 0.64 QQ SK20 3.5x 4.5 Ctr Ctr 0.93 K# SK20 7.0x15.0 0.1-0.2 0.71 Robbins Engineering,InclOnline Plus??1996-2006 Version 19.0.037 Engineering-Portrait 08/03/2007 4:51:07 PM Page 2 of 2 C,67- cf 1 Job Mark �Quan Type Span P1-Hl Left OH Right OHM7036-•Q 2 AS2P ATPFK 540112 8 0 10- 8 Jackson Lumber (Convenience Store) PROVIDE A Z.r LONG 2X6 SPF NO.2 SCAB ON ONE SIDE OF THE TRUSS,NAILED WITH 3 ROWS OF 3"-10d COMMON WIRE NAILS Q 6" O/C. #16G-PT18-9x12 3x15= 7x9= WW S4 VV 5x7.5 5x5.25= 2x4.51; 3x4.5= 5x7.5-': 4x10.5, 4x7.51 D Z AA BB P S3 HO 7-0 HO 9-2 S7 10x13.51, - #7x12;;` W V N� 6x15: L I #5x15= 4x9= #5x15= 3.5x6- II 8 11-6-0 T 00 6-8A3 2x4.511 -- 20- 0- 0 6-8G AO o0 3x7.51 i I I 6x9= yY ---20- 0- 0 G -- M B MM LL KK JJ F O S ZZ4x9= 2x4.511 A 7x10.5= 5x18-_ 7x9= 5x5.25= 4x7.5= #5x7.5= 5xl2= Cant:6- 7-12 1.5x311 Cant:6- 0 I (�81 J NN 00 QQ H P! #18G-PT18-9x20 'T 3. #4x4.5= 3x4.511 W:508 W:308 RA�429 PP R:8957 R:1102 K U. 272 #9x10.5= ` G18 -PT18-5.5x12= #7x15 A2 S1 S2 N 3tw4.511 4x7.5= :4x9= o 'i 0 CCII H 00 TC 5-6-0 5-1-12 4-3 12 0_�__5_-_014 5-0-14 1 5-0-14 15-0-14 Fi 1 4-3-12 1 5-0-0 6-3-0 H 5-4-0 5-1-12 5-4-14 14-0-11�-0-12�-0-1i f4-0-11 4-0-11 5-4-14 f 6 r o N �_- 54-1-12 FJ EXCEPT AS SHOWN ALL PLATES ARE SK2020, # = PLATE SELECTED IN PLATS MONITOR Scale:0.112"=V Robbins Engineering, Inc./Online Plus Lumber Duration Factor 1.00 M -A2 0.99 2724 C -385-11323 Plate Duration Factor 1.00 A2-MM 0.87 2413 C-11323 1714 Online Plus -- Version 19.0.037 plf - Live Dead From To MM-S1 0.69 6686 T 2279 3504 RUN DATE: 06-MAR-07 TC V 154 28 0.0- 54.11 S1-LL 0.43 6686 T 3288 3434 **•*♦:*•w•••*•* BC V 0 40 0.01 54.1- LL-KK 0.67 10745 T 3434 1861 • 2-Ply Truss * MA V 0 28 17.2' 29.41 KK-JJ 0.69 11768 T 1826 4327 •w•••:::.:•*••♦ MA V 0 28 29.41 37.5- JJ-H 0.49 7805 T 4327 -321 MA V 120 40 17.21 26.41 H -S2 0.38 7791 T -3087 -1811 CSI -Size- ----Lumber---- MA V 120 40 26.4- 37.5- S2-0 0.28 7791 T 331 -2379 TC 0.58 2x 6 SPF-#2 MA v 0 28 0.8- 11.2- 0 -S 0.52 10265 T -2379 8744 EX D -S4 2x 4 SPF-2100 MA V 0 28 0.8- 11.2- S -G 0.82 10265 T 8744-20836 Ex S4-P 2x 4 SPF-1651 ----------Chord-Webs---------- EX S3-G 2x 6 SPF-1651 Al-A3 0.37 94 T 0 3429 BC 0.28 2x 4 SPF42 Plus 6 Wind Load Case(s) A3-II 0.00 94 T EX A3-S1 2x 6 SPF-#2 Plus 2 Unbalanced Load Cases -------------Webs------------- EX Sl-S2 2x 6 SPF-1651 ZZ-AO 0.05 914 C EX S2-G 2x 6 SPF-2100 Jt React Uplft Size Req-d A3-II 0.29 6218 C CW 0.37 2x 4 SPF-#2 Lbs Lbs In-Sx In-Sx 1I-M 0.79 6483 T WB 0.99 2x 4 SPF-#2 ZZ 1103 273 3- 8 1- 8 M -L 0.57 4829 C EX A3-II 2x 6 SPF-#2 A3 9429 0 5- 8 5- 8** M -J 0.99 8092 T Ex L -B 2x 4 SPF-1651 Hz = -532 L -J 0.94 7671 T Ex F -N 2x 4 SPF-1651 G 8958 0 5- 8 5- 5 L -B 0.88 13673 C ACT 0.58 2x 4 SPF-2100 Hz = 530 D -B 0.10 1620 C EX S6-F 2x 4 SPF-#2 B -WW 0.53 4677 C -4144 0 AWT 0.97 2x 4 SPF-#2 Membr CSIP Lbs MOlst M®2nd J -B 0.77 1667 C 5148 -4144 Ex WW-x 2x 4 SPF-1651 ----------Top Chords---------- A2-J 0.49 625 T 0 -3310 ACB 0.81 2x 6 SPF-#2 YY-AO 0.22 440 C -1320 -4442 F -VV 0.19 3067 C 1002 0 AWB 0.98 2x 4 SPP-#2 AO-II 0.46 583 C -3000-10181 K -F 0.27 1857 T -334 175 WG --- 2x 4 SPF-#2 II-S7 0.51 6941 C-10181 2115 H -K 0.14 449 T 0 -990 S7-L 0.25 6562 C 2115 -4766 F -P 0.33 2690 T Brace truss as follows: L -D 0.42 3515 T 820 -3129 K -0 0.46 3830 T O.C. From To D -WW 0.81 4029 T 1257-10596 F -N 0.55 8516 C TC 3- 6- 0 0- 0- 0 54- 1-12 WW-Z 0.69 8120 C-10596 -5493 K -N 0.32 2657 T BC 9- 0- 0 0- 0- 0 54- 1-12 Z -S4 0.59 12039 C -5493 4146 0 -N 0.09 862 C 94-AA 0.92 12039 C 4146 -4226 0 -T 0.06 502 T Loading Live Dead (psf) AA-BB 0.93 12039 C -4226 -5306 S -T 0.03 451 C TC 38.5 7.0 BB-VV 0.81 11854 C -5306 -6144 ------Attic Chords (Top)------ BC 0.0 10.0 VV-P 0.61 5620 C -6144 -6585 B -X 0.58 14513 C 0 -564 Total 38.5 17.0 55.5 P -N 0.37 4591 C 2457 -7741 X -W 0.18 3395 C -564 2430 R-ina 48.0" N -S3 0.58 11671 C -7741 2130 W -S6 0.23 1646 T 2430 2638 Lumber Duration Factor 1.00 S3-T 0.38 12030 C 2130 155 S6-V 0.43 1646 T 2638 349 Plate Duration Factor 1.00 T -G 0.81 12517 C 155-20177 V -F 0.40 7110 C 93 0 TC Fb=1.15 Fc-1.10 Ft=1.10 --------Bottom Chords--------- -------Attic Webs (Top)------- BC Fb=1.10 Fc-1.10 Ft=1.10 YY-ZZ 0.28 457 T -423 -2346 WW-X 0.92 11450 T ZZ-A1 0.28 457 T -2346 0 x -Z 0.15 2538 C Load Case # 1 Attic & Snow Loa A3-M 0.23 769 T 3429 -385 Z -W 0.66 5384 T Robbins Engineering,Inc./Online Plus??1996-2006Version 19.0.037 Engineering-Portrait 06/032007 2:10:22 PM Page 1 of 2 I Job Mark Quay Type Span P1-H1 Left OH Right OH Engineering M7036-'a 2 AS 1*2P ATPFR 540112 8 0 10- 8 Cottt. i Jackson Lumber (Convenience Store) w -AA 0.08 1278 C # = Plate Monitor used W -BB 0.21 1791 T V -BB 0.10 1720 C NOTES: V -VV 0.97 7935 T Trusses Manufactured by: ------Attic Chords (Bot)------ CLYVANOR LTD J -PP 0.81 5130 T -8519 -1223 Analysis Conforms To: ,^/I PP-NN 0.22 3811 C -778 1291 IHC/IRC2003 I^br/l NN-S5 0.22 4128 C 1291 3965 2 COMPLETE TRUSSES REQUIRED. S5-00 0.44 4128 C 3965 -94 Fasten together in staggered 00-QQ 0.23 4128 C -94 625 pattern. (1/2" bolts -OR- QQ-K 0.22 1560 C 625 0 SDS3 screws -OR- 10d nails -------Attic Webs (Bot)------- as each layer is applied.) J -MM 0.98 7696 T ----Spacing (In)---- MM-PP 0.11 1841 C Rows Nails Screws Bolts PP-LL 0.68 5618 T TC 1 9 23 0 LL-NN 0.07 1192 C BC 1 12 24 0 NN-KX 0.33 2715 T WE 1 8 8 KK-00 0.04 714 C Web Connection Exception -- XK-QQ 0.35 2908 T Use 4" spacing for screws or JJ-QQ 0.08 1374 C nails on the following webs JJ-K 0.67 5405 T M- L L- B P- N OR Loading TL Defl -0.85" in KK-JJ L/649 Soffit psf 2.0 LL Defl -0.61" in JJ-H L/902 Provide connection to bearing LL Cant -0.03" in YY-ZZ L/470 for 532 Lbs Horiz Reaction Shear // Grain in D -WW 0.92 Design checked for LL on BC per BOCA (section 1606.2.3), Plates for each ply each face. IBC/IRC-2003 and FBC 2004 PLATING CONFORMS TO TPI-95 AND (section 1607.1), 20.0 psf. BOCA (APPROVAL NO. 95-35), Prevent truss rotation at all ICBO (APPROVAL NO. ER-4805), bearing locations. SBCCI (APPROVAL NO. 94169B). NOTE: USER MODIFIED PLATES PLATES ARE MANUFACTURED BY This design may have plates JAGER BUILDING SYSTEMS selected through a plate GRIP VALUES BASED ON GROSS monitor. AREA METHOD FOR Wind Loads - ANSI / ASCE 7-02 SPRUCE-PINS-FIR LUMBER. Truss is designed as a Main FILE NO. : PR2420LP Wind-Force Resistance System. Plate - SK20.'A-'()Ga, Gross Area Wind Speed: 90 mph Plate - PT18 18 Ga, Gross Area Mean Roof Height: 25-0 Plate - PT16 '6,Ga, Gross Area Exposure Category: C Jt Type Plt Size X Y JSI Occupancy Factor : 1.00 YY SK20 3.Ox 7.5 0.8 0.7 0.77 Building Type: Enclosed AO SK20 2.Ox 4.5 Ctr Ctr 0.56 Zone location: Exterior II SK20 6.0x15.0 1.5 1.0 0.99 TC Dead Load : 4.2 psf S7 SK20 4.Ox 7.5 Ctr Ctr 0.82 BC Dead Load : 6.0 psf L SK20 10.0x13.5 0.7-1.0 0.94 Roof Snow Load per ASCE 7-02 D SK20 5.Ox 7.5 1.1-3.5 0.75 Ground Snow Load = 50.0 psf WW#PT18 9.0x12.0 2.5-1.0 0.93 Rain Load = 0.0 psf Z SK20 5.0x 5.2 1.0 Ctr 0.94 Importance Factor 1.0 S4 SK20 3.0x15.0 Ctr Ctr 0.91 Thermal Factor 1.1 AA SK20 2.Ox 4.5 Ctr Ctr 0.56 Exposure Factor 1.0 BE SK20 3.Ox 4.5 Ctr Ctr 0.98 Balanced Load Factor 0.8 VV SK20 7.Ox 9.0-1.0 Ctr 0.99 Unbalanced Load Factor 1.5 P SK20 5.Ox 7.5-1.1-3.5 0.75 Unbalanced Loads Checked N# SK20 7.0x12.0-0.3-0.5 0.80 Load Factors = 1.50 and 0.00 S3 SK20 4.0x10.5 Ctr Ctr 0.92 Max comp. force 14513 Lbs T SK20 3.5x 6.0 Ctr Ctr 0.58 Quality Control Factor 1.20 G SK20 6.Ox 9.0-0.7 0.4 1.00 ZZ SK20 1.5x 3.0 Ctr Ctr 0.75 FABRICATOR NOTES: Al SK20 2.Ox 4.5 Ctr Ctr 0.70 1. JAGER METAL PRODUCTS IS A3#SK20 9.0x10.5 1.8-1.0 0.75 RESPONSIBLE ONLY FOR THE M SK20 7.0x10.5 Ctr Ctr 0.98 STRUCTURAL ADEQUACY OF THIS H OF"Af, A"1 A2 SK20 3.Ox 4.5 Ctr Ctr 0.38 COMPONENT BASED ON DESIGN MM SK20 7.Ox 9.0-1.0 Ctr 0.97 CRITERIA AND LOADS SHOWN. S1 SK20 4.Ox 7.5 Ctr Ctr 0.89 IT IS THE RESPONSIBILITY OF 2 ROSS S. G LL SK20 5.0x 5.2-0.5 Ctr 0.98 OTHERS TO VERIFY COMPONENT KK SK20 4.Ox 7.5 Ctr Ctr 0.97 SUITABILITY AND DIMENSIONS. LEE JJ#SK20 5.Ox 7.5 0.2 Ctr 0.95STRUCTURAL _4 H SK20 3.Ox 4.5 Ctr Ctr 0.38 S2 SK20 4.Ox 9.0 Ctr Ctr 0.95 No.43333 0 SK20 4.Ox 9.0 Ctr Ctr 0.99 S SK20 2.Ox 4.5 Ctr Ctr 0.56 \(C B SK20 5.0x18.0 Ctr 0.7 0.98 X# SK20 5.0x15.0-4.0 Ctr 0.93 W SK20 4.Ox 9.0-1.0 Ctr 0.97 S6 SK20 3.Ox 7.5 Ctr Ctr 0.88 V# SK20 5.0x15.0 4.0 Ctr 0.97 F SK20 5.0x12.0 Ctr 0.8 0.94 J# PT18 9.0x20.0 0.5-1.6 0.97 PP PT18 5.5x12.0 2.5 0.2 0.97 NN SK20 3.5x 4.5 Ctr Ctr 0.97 S5 SK20 4.Ox 9.0 Ctr Ctr 0.89 00 SK20 2.Ox 4.5 Ctr Ctr 0.69 QQ#SK20 4.Ox 4.5 Ctr Ctr 0.86 K# SK20 7.0x15.0 0.1-0.2 0.75 Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portrait 08!032007 2:10:22 PM Page 2 01`2 Job Mark Quan Type Span Pl-Hl Left OR Right OH Engineering M7036-iQ 2 AA 2 ATPFK 540112 8 0 10- 8 Jackson Lumber (Convenience Store) *1.5x311 Y 1�� 2x4.5= 4x9= 2x4.5= *1.5x311 *1.5x311 S4 LS * 4x7.5'i L4 1.5x311 87 7x9%7x9= 3.5x6= 2x4.511 3.5x6= 7x9=7x9, gx7.5� HO 9-a F2 F4 L6 J2 S3 *1.5x311 D WW Z AA BE, VV P HO 7-0 T *1.5x311 *1.5x311 - 4x9 i*1.5x311 4x9\\ N J6 K2 *1.5x311 *1.5x311D8 E8 L 4 9 7 # *1.5x311 4x9$4 7 5 9 JS *1.5x3113.5x6 11-6-0 D2 II 8 T D6 Io RB*1.5x311 6-8A 2x4.511 LO 6-8A AO D4 o L3 2x611 6-8G 3x7.511 5x7.5- ]CY G 193 E7 Fl MF6 GO J B9 MM CS LL DO KK A7 JJ B3 H I4 IS J4oJ7 Kl K5 S R9 Ll ZZ D3 D5 D9*$+ a- ,� -- 1gg13St1n�ihc�id¢8��11 L2 Cant:1- 0- 0 1.5x311 D7 7x9=8S F3 GI G7 Hl H9 23aF� 55- 0 J9 R4 K6 sa Ga *1.5x311 *1.5x311 E6 E9 F5 H7 Cl C3 C7 C9 A3 AS A9 81 HS JO$3 FO F7 G3 G8 XX NN 00 QQ K1 Jl J5 KO K7 *1.5x311 W:308 Al 511*1.5x311 G93x4.511 PP 3.5x4.5=2x4.511 3.5x4.5 x15 *1.5x311 *1.5x311 a R: 610 3.5x4.5= U: 160 * *1.5x311 *1.5x311 &I.5x3li S1 *1.5x311 *1.5x311 *1.5x311 S2 S * 1 1.5x311 *1.5x311 .5x311 *1.5x311 *1.5x311 *1.5x311 4x7.5= *1.5x311 *1.5x311 *1.5x3114x7.5= *1.5x311 *1.5x311 *1.5x311 eq o o o *14x3di *8.5x311 *lo6xxiall *1.5x311 *1.5x311 *1.5x311 *1.5x311 *1.5x311c#3eo5x311 R3.F=31k*1.5x36 0 rl n 0 0 0 O o 0 O O 0 0 o o Ho o rl O d1 VI •01 eT O VI 41111 M O a - O O - O O O O O O O i `I ' H ' i20911 'iO 45 3-0TCeOiO '� tVi 3'2 4-0-i1 1 -0- - 0Ie 5 020911 BC N o 0 'o 00 0 014-0512 _ O o0 0 0 0 ori o O rto o o o Ho o 0 IO e0i o 0 0 �W o 0 0�roi o o H� 0 0 V. �� 0 0 54-1-12 'j ALL PLATES ARE SK2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.118"=1' Robbins Engineerin Inc./Online Plus Lba ILbs In-Sx In-Sx A -II 0.00 47 T ZZ 611 161 3- 8 1- 8 -------------Webs------------- Online Plus -- Version 19.0.037 Hz = -265 ZZ-AO 0.06 508 C RUN DATE: 06-MAR-07 Cont. Erg 6- 7 12 to 54- 1-12 A -II 0.07 272 C 6223 1081 Hz - 264 II-M 0.14 253 T CSI -Size- ----Lumber---- M -L 0.10 250 T TC 0.94 2x 6 SPF-#2 Membr CSI P Lbs M®1st M®2nd M -J 0.05 137 C BC 0.27 2x 6 SPP-#2 ----------Top Chords---------- L -J 0.03 157 T 1 Br BX YY-Al 2x 4 SPF-#2 YY-AO 0.17 48 T -443 -1983 L -B 0.58 1169 C 0 554 CW 0.28 2x 4 SPF-#2 AO-II 0.40 121 T -1983 -4467 J -B 0.56 2232 C -139 262 WE 0.75 2x 4 SPF-#2 II-S7 0.39 193 T -4467 1375 XX-J 0.27 2206 C 0 -7 ACT 0.58 2x 4 SPF42 S7-L 0.21 213 T 1375 -1972 K -F 0.75 2223 C 277 -639 AWT 0.93 2x 4 SPF42 L -L5 0.44 1475 T 356 -2328 H -K 0.27 2190 C 0 277 ACE 0.01 2x 6 SPF-#2 L5-D 0.47 1722 T -2328 -337 F -N 0.42 1114 C 0 -304 AWE 0.02 2x 4 SPF-#2 D -WW 0.94 1952 T 315 -7177 K -N 0.04 170 T 1 Br WG --- 2x 4 SPF-#2 WW-Z 0.64 1831 C -7177 -724 K -0 0.05 135 C Z -S4 0.38 3303 C -724 3618 0 -N 0.09 237 T Brace truss as follows: S4-AA 0.42 3303 C 3618 -1423 0 -T 0.20 355 C O.C. From To AA-BB 0.42 3303 C -1423 -709 S -T 0.09 374 C TC Cont. 0- 0- 0 54- 1-12 BB-VV 0.63 1835 C -725 -7146 ------Attic Chords (Top)------ BC 6- 0- 0 0- 0- 0 54- 1-12 VV-P 0.93 1923 T -7146295 L5-B 0.24 479 C 0 -1223 WE 1 rows CLB on L -J P -L4 0.48 1701 T -333 -2485 B -S8 0.28 1871 C -1223 109 WE 1 rows CLB on J -B L4-N 0.44 1436 T -2485 658 S8-X 0.19 1871 C 109 766 WE 1 rows CLB on K -F N -93 0.18 236 T -1802 1256 X -W 0.57 1910 T 768 446 WE 1 rows CLB on K -N S3-T 0.41 216 T 1256 -4724 W -V 0.58 1934 T 444 770 Attach CLB with (2)-10d nails T -G 0.41 202 C -4724 -74 V -S6 0.19 1861 C 767 110 at each web. --------Bottom Chords--------- S6-F 0.28 1861 C 110 -1219 YY-ZZ 0.10 91 T 0 -462 F -L4 0.23 526 C -1174 0 Loading Live Dead (psf) ZZ-A1 0.15 201 T -407 0 -------Attic Webs (Top)------- TC 38.5 7.0 A -M 0.13 204 T 1510 -791 D -B 0.08 633 C BC 0.0 10.0 M -XX 0.08 85 T -886 -418 B -WW 0.25 2035 C Total 38.5 17.0 55.5 XX-MM 0.04 83 T -459 -197 WW-X 0.93 3820 T Spacing 24.0" MM-S1 0.02 123 T -130 -49 x -Z 0.11 894 C Lumber Duration Factor 1.15 S1-LL 0.02 123 T -81 -258 Z -W 0.38 1583 T Plate Duration Factor 1.15 LL-KK 0.03 138 T -258 -340 W -AA 0.08 680 C TC Fb=1.15 Fc=1.10 Ft-1.10 KK-JJ 0.03 136 T -340 -344 W -BB 0.38 1570 T BC Fb=1.10 Fc=1.10 Ft-1.10 JJ-H 0.03 89 T -344 -243 V -BB 0.11 892 C H -S2 0.02 98 T -243 -306 V -VV 0.93 3810 T S2-0 0.03 98 T -127 -346 F -VV 0.25 2028 C Plus 6 Wind Load Case(s) 0 -S 0.17 202 T -192 -1577 F -P 0.07 612 C Plus 2 Unbalanced Load Cases S -0 0.27 202 T -1577 2718 ------Attic Chords (Bot)------ ----------Chord-Webs---------- J -PP 0.01 116 T -35 22 Jt React Uplft Size Req'd Al-A 0.28 47 T 0 1510 PP-NN 0.01 101 T 22 -3 Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portrait 06/032007 3:07:48 PM Pagel of 2 I Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering M7036.7Q 2 2 ATPFR 540112 8 0 10- 8 Cont Jackson Lumber (Convenience Store) NN-S5 0.00 64 T # = Plate Monitor used SS-00 0.00 64 T 48 Gable studs to be attached 00-QQ 0.00 64 T with 1.5x3.0 plates each end. J QQ-K 0.01 103 T 15 0 ----- Attic Webs (sot)------- NOTES: J -MM 0.02 80 C Trusses Manufactured by: MM-PP 0.00 9 C CLYVANOR LTD PP-LL 0.00 15 T Analysis Conforms To: LL-NN 0.00 9 C IBC/IRC2003 NN-KK 0.00 37 T OR Loading KK-00 0.00 1 T Soffit psf 2.0 KK-QQ 0.00 39 T Design checked for LL on BC JJ-QQ 0.00 8 C per BOCA (section 1606.2.3), JJ-K 0.02 91 C IBC/IRC-2003 and FBC 2004 (section 1607.1), 20.0 psf. TL Defl -0.04" in ZZ-Al L/999 Prevent truss rotation at all LL Defl 0.00" in XX-MM L/999 bearing locations. LL Cant 0.01" in YY-ZZ L/999 Refer to Gen Det 3 aeries for Shear // Grain in D -WW 0.87 web bracing and plating. NOTE: USER MODIFIED PLATES Plates for each ply each face. This design may have plates PLATING CONFORMS TO TPI-95 AND selected through a plate BOCA (APPROVAL NO. 95-35), monitor. ICBO (APPROVAL NO. ER-4805), Wind Loads - ANSI / ASCE 7-02 SBCCI (APPROVAL NO. 941698). Truss is designed as a Main PLATES ARE MANUFACTURED BY Wind-Force Resistance System. JAGER BUILDING SYSTEMS Wind Speed: 90 mph GRIP VALUES BASED ON GROSS Mean Roof Height: 25-0 AREA METHOD FOR Exposure Category: C SPRUCE-PINE-PIR LUMBER. Occupancy Factor : 1.00 FILE NO. : PR2420LP Building Type: Enclosed Plate - SK20 20 Ga, Gross Area Zone location: Exterior Plate - PT18 (Qj Ga, Groes Area TC Dead Load 4.2 psf Plate - PT16 It-Ga., Gross Area BC Dead Load 6.0 psf Jt Type Plt Size K Y JSI Roof Snow Load per ASCE 7-02 YY SK20 3.Ox 7.5 0.8 0.7 0.77 Ground Snow Load 50.0 psf AO SK20 2.Ox 4.5 Ctr Ctr 0.56 Rain Load 0.0 psf II SK20 4.Ox 9.0 0.4 0.3 0.58 Importance Factor 1.0 S7 SK20 4.Ox 7.5 Ctr Ctr 0.80 Thermal Factor 1.1 L SK20 4.Ox 9.0 0.3-0.4 0.87 Exposure Factor 1.0 L5 SK20 2.Ox 4.5 Ctr Ctr 0.56 Balanced Load Factor 0.8 D SK20 7.Ox 9.0 1.4-4.7 0.60 Unbalanced Load Factor 1.5 WW SK20 7.Ox 9.0 1.0 Ctr 0.94 Unbalanced Loads Checked Z SK20 3.5x 6.0 Ctr Ctr 0.87 Load Factors = 1.50 and 0.00 S4 SK20 4.Ox 9.0 Ctr Ctr 0.92 Max comp. force 3303 Lbs AA SK20 2.Ox 4.5 Ctr Ctr 0.56 Quality Control Factor 1.20 BB SK20 3.5x 6.0 Ctr Ctr 0.87 VV SK20 7.Ox 9.0-1.0 Ctr 0.94 FABRICATOR NOTES: P SK20 7.Ox 9.0-1.4-4.7 0.60 1. JAGER METAL PRODUCTS IS L4 SK20 2.Ox 4.5 Ctr Ctr 0.56 RESPONSIBLE ONLY FOR THE N SK20 4.Ox 9.0-0.3-0.4 0.87 STRUCTURAL ADEQUACY OF THIS S3 SK20 4.Ox 7.5 Ctr Ctr 0.80 COMPONENT BASED ON DESIGN T SK20 3.5x 6.0 Ctr Ctr 0.58 CRITERIA AND LOADS SHOWN. G SK20 5.Ox 7.5 Ctr Ctr 0.76 IT IS THE RESPONSIBILITY OF G SK20 2.Ox 6.0 Ctr Ctr 0.00 OTHERS TO VERIFY COMPONENT ZZ SK20 1.5x 3.0 Ctr Ctr 0.75 SUITABILITY AND DIMENSIONS. Al SK20 2.Ox 4.5 Ctr Ctr 0.70 A SK20 7.Ox 9.0 Ctr Ctr 0.91 M SK20 4.Ox 7.5 Ctr Ctr 0.73 �A XX SK20 3.Ox 4.5 Ctr Ctr 0.43 MM SK20 3.5x 6.0 Ctr Ctr 0.83 A S1 SK20 4.Ox 7.5 Ctr Ctr 0.80 ,S1 (fi LL SK20 3.5x 6.0 Ctr Ctr 0.83RQS6 Qr LEE (Tt KK SK20 4.Ox 7.5 Ctr Ctr 0.72 JJ SK20 3.5x 6.0 Ctr Ctr 0.83 ! � H SK20 3.Ox 4.5 Ctr Ctr 0.43 0 RUCTURAL �-f S2 SX20 4.Ox 7.5 Ctr Ctr 0.80 Q No.43333 co O SK20 4.Ox 7.5 Ctr Ctr 0.73 e S SK20 2.Ox 4.5 Ctr Ctr 0.56 B SK20 7.0x10.5-3.5 0.1 0.48 S8 SK20 3.Ox 7.5 Ctr Ctr 0.88 x SK20 7.Ox 9.0 Ctr Ctr 0.941 W SK20 4.Ox 9.0 Ctr Ctr 0.82 V SK20 7.0x 9.0 Ctr Ctr 0.94 S6 SK20 3.Ox 7.5 Ctr Ctr 0.88 F SK20 7.0x10.5 3.5-0.1 0.48 J# SK20 6.0x15.0 Ctr Ctr 0.82 PP SK20 3.5x 4.5 Ctr Ctr 0.97 NN SK20 3.5x 4.5 Ctr Ctr 0.97 S5 SK20 4.Ox 9.0 Ctr Ctr 0.89 00 SK20 2.Ox 4.5 Ctr Ctr 0.69 QQ SK20 3.5x 4.5 Ctr Ctr 0.97 K SK20 6.0x15.0-0.1-0.1 0.82 Robbins Engineering,Inc./Online Plus??19W2006 Version 19.0.037 Engineering-Pofth 06/03QO07 3:07:48 PM Page 2 of 2 4 I Job Mark Quan Type Span Pi-Hi Left OH Right OH Ersgirseerfng M7036-JAG BI 1*3P TR 110000 e 0 0 Jackson Lumber (Convenience Store) �N r ���,� 4x7.511 0 200T `7G HO 7-0 B NO 7-0 Q ROSS S. LEE <<a STRUCTURAL+ ` 8 ,z % 3x5.25. No.4333% 3x5 5 Q� H 4-3-0 5x5.25= 5x5.25= Q 4x5.25= 4x5.25= A C ED F E D 2x7.511 #7x911 2x7.511 � yr W:508 W:508 1 R:12182 R:12182 U:2448 U:2448 TC ^ 2-11-7 I 2-6-99 1 2-6-9 J 2-11-7 BC 2-11-7 2-6-9 I 2-6-9 ( 2-11-7 11-0-0 v ALL PLATES ARE SK2020, # - PLATE SELECTED IN PLATE MONITOR Scale:0.372"=1' Robbins Engineering, Inc./Online Plus -------------Webs------------- Design checked for LL on BC F -G 0.33 4091 T per BOCA (section 1606.2.3), Online Plus -- Version 19.0.037 G -E 0.15 3602 C IBC/IRC-2003 and FBC 2004 RUN DATE: 05-MAR-07 E -B 0.89 10894 T (section 1607.1), 20.0 psf. *************** E -H 0.15 3602 C Prevent truss rotation at all * 3-Ply Truss * D -H 0.33 4090 T bearing locations. www*wwwwwwwwwww Use properly rated hangers for TL Defl -0.11" in E -D L/999 loads framing into girder CSI -Size- ----Lumber---- LL Defl -0.07" in E -D L/999 truss. TC 0.45 2x 4 SPF42 Shear // Grain in A -F 0.81 NOTE: USER MODIFIED PLATES BC 0.34 2x 8 SPF-2252 This design may have plates WB 0.89 2x 4 SPF-#2 Plates for each ply each face. selected through a plate PB --- 2x 4 SPF-#2 PLATING CONFORMS TO TPI-95 AND monitor. BOCA (APPROVAL NO. 95-35), Wind Loads - ANSI / ASCE 7-02 Brace truss as follows: ICBO (APPROVAL NO. ER-4805), Truss is designed as a Main O.C. From To SBCCI (APPROVAL NO. 94169B). Wind-Force Resistance System. TC Cont. 0- 0- 0 11- 0- 0 PLATES ARE MANUFACTURED BY Wind Speed: 90 mph BC 10- 0- 0 0- 0- 0 11- 0- 0 JAGER BUILDING SYSTEMS Mean Roof Height: 25-0 GRIP VALUES BASED ON GROSS Exposure Categoryt C Loading Live Dead (psf) AREA METHODFOR Occupancy Factor : 1.00 TC 38.5 7.0 SPRUCE-PINE-FIR LUMBER. Building Type: Enclosed BC 0.0 10.0 FILE NO. : PR2420LP Zone location: Exterior Total 38.5 17.0 55.5 Plate - SK20 20 Ga, Gross Area TC Dead Load 4.2 psf Spacing 24.0" Plate - PT18 1$Ga, Gross Area BC Dead Load 6.0 psf Lumber Duration Factor 1.15 Plate - PT16 16 Ga, Gross Area Roof Snow Load per ASCE 7-02 Plate Duration Factor 1.15 Jt Type Plt Size X Y JSI Ground Snow Load . 50.0 psf TC Fb=1.15 PC-1.10 Ft-1.10 A SK20 4.Ox 5.2 1.0 0.7 0.89 Rain Load = 0.0 psf BC Pb-1.10 Fc-1.10 Ft=1.10 A SK20 5.Ox 5.2 2.9 1.5 0.77 Importance Factor 1.0 G SK20 3.Ox 5.2-0.4-0.3 0.97 Thermal Factor 1.1 Load Case # 1 Girder & Snow Lo B SK20 4.Ox 7.5 Ctr-0.9 0.93 Exposure Factor 1.0 Lumber Duration Factor 1.15 H SK20 3.Ox 5.2 0.4-0.3 0.97 Balanced Load Factor 0.8 Plate Duration Factor 1.15 C SK20 4.Ox 5.2-1.0 0.7 0.89 Unbalanced Load Factor 1.5 plf - Live Dead From To C SK20 5.0x 5.2-2.9 1.5 0.77 Unbalanced Loads Checked TC V 77 14 0.0' 11.0' F SK20 2.Ox 7.5 Ctr-1.3 0.96 Load Factors = 1.50 and 0.00 BC V 1452 661�.0' 11.0' E# SK20 7.Ox 9.0 Ctr-1.6 0.94 Max comp. force 13659 Lbs ----. �S� O D SK20 2.Ox 7.5 Ctr-1.3 0.96 Quality Control Factor 1.20 Plus 6 Wind Load Caae(s) # = Plate Monitor used FABRICATOR NOTES: Plus 2 Unbalanced Load Cases 1. JAGER METAL PRODUCTS IS NOTES: RESPONSIBLE ONLY FOR THE Jt React Uplft Size Req'd Trusses Manufactured by: STRUCTURAL ADEQUACY OF THIS Lbs Lba In-Sx In-Sx CLYVANOR LTD COMPONENT BASED ON DESIGN A 12182 2449 5- a 5- 3 Analysis Conforms TO: CRITERIA AND LOADS SHOWN. Hz -80 IBC/IRC2003 IT IS THE RESPONSIBILITY OF C 12182 2449 5- 8 5- 3 Girder Common OTHERS TO VERIFY COMPONENT Hz = 81 Loading BC SUITABILITY AND DIMENSIONS. Span 77- 5- 5 Membr CSI P Lbs M®1st M®2nd 3 COMPLETE TRUSSES REQUIRED. MUST USE AT LEAST XOR LONGER ----------Top Chords---------- Fasten together in staggered NAILS FOR THE HANGER A -G 0.45 13659 C -769 2921 pattern. (1/2" bolts -OR- CONNECTION G -B 0.32 10242 C 2921 -2396 SDS4.5 screws -OR- 10d nails FOR THIS LOAD. B -H 0.32 10242 C -2396 2921 as each layer is applied.) H -C 0.45 13659 C 2921 -769 ----Spacing (In)---- --------Bottom Chords--------- Rows Nails Screws Bolts A -F 0.32 11314 T-10519 9183 TC 1 12 F -E 0.34 11314 T 9183 -7536 BC 5Q E -D 0.34 11315 T -7536 9183 WB 1 $ D -C 0.32 11314 T 9183-10519 No bolts in 2x4s or smaller. Robbins Engineering,InC./Online Plus771996-2006 Version 19.0.037 Engineering-Portrait 05/03/2007 2:22:53 PM Page 1 C.7- i JobMark Qugn Type Span P1-Hl Left OH Right OH M7036-JAG Engineering C 1 TR 250900 8 0 0 Jackson Lumber (Convenience Store) --- 4x4.5= �� ` HO 6-8 B HO 6-8 1x4.511 1x4.511 /�1 ROSS S. G H LEL ([�` 11-8-4 % _Flo.43:�? , 2-6-12K 2612L 4x4.51, 4x4.5? 21 =i 74x4.5= -6- 2M 4x4.5 AP D C Caat:l- 4-12 2x4.511 3x7.5=31 3x7.5= 2x4.511 �1 Caatzl- 4-12 L 3x4.5= N 3x4.5= 3x4.5= M 11 Wz308 Wz308 Rz1716 R:1716 $: 283 U, 2AA3 a p o TC '� 6-11-12 I 4-6-0 I 4-6-0 I 6-11-12 ... BC iy 6-11-12 9-0-0 I 6-11-12 N N � a o o � N ,=_q 25-9-0 fS. ALL PLATES ARE SK2020 Scale:0.127"=V Robbins Engineering, Inc./Online Plus K -L 0.21 121 T -853975 N SK20 3.Ox 4.5 Ctr Ctr 0.85 A -F 0.64 287 T 0 -3286 Online Plus -- Version 19.0.037 F -S1 0.78 690 T -3235 1125 RUN DATE: 05-MAR-07 Sl-D 0.81 690 T 1125 -3233 NOTES: D -C 0.64 297 T -3283 0 Trusses Manufactured by: CSI -Size- ----Lumber---- N -M 0.21 121 T 975 -853 CLYVANOR LTD TC 0.97 2x 4 SPF-#2 ----------Chord-Webs---------- Analysis Conforms To: BC 0.81 2x 4 SPP42 A -L 0.44 1687 C 0 -1881 IBC/IRC2003 CW 0.44 2x 4 SPF-#2 L -1 0.25 1777 C -906 0 Provide connection to bearing WB 0.52 2x 4 SPF-#2 C -N 0.44 1686 C 0 1883 for 338 Lbs Horiz Reaction PS --- 2x 3 SPF-#2 N -J 0.25 1777 C 907 0 Design checked for LL on BC -------------Webs------------- per BOCA (section 1606.2.3), Brace trues as follows: I -F 0.23 938 T IBC/IRC-2003 and FBC 2004 O.C. From To F -G 0.23 809 C 1 Br (section 1607.1), 20.0 psf. TC Cont. 0- 0- 0 25- 9- 0 F -B 0.52 728 T Wind Loads - ANSI / ASCE 7-02 BC 10- 0- 0 0- 0- 0 25- 9- 0 B -D 0.49 728 T Truss is designed as a Main WE 1 rows CLB on F -G D -H 0.23 809 C 1 Br Wind-Force Resistance System. WE 1 rows CLB on D -H D -J 0.23 938 T Wind Speed: 90 mph Attach CLB with (2)-10d nails Mean Roof Height: 25-0 at each web. TL Defl -0.42" in Sl-D L/633 Exposure Category: C LL Defl -0.31" in SI-D L/853 Occupancy Factor : 1.00 Loading Live Dead (psf) LL Cant 0.04" in N -M L/452 Building Type: Enclosed TC 38.5 7.0 Shear // Grain in I -G 0.68 zone location: Exterior BC 0.0 10.0 TC Dead Load 4.2 psf Total 38.5 17.0 55.5 Plates for each ply each face. BC Dead Load 6.0 psf Spacing 24.0" PLATING CONFORMS TO TPI-95 AND Roof Snow Load per ASCH 7-02 Lumber Duration Factor 1.15 BOCA (APPROVAL NO. 95-35), Ground Snow Load - 50.0 psf Plate Duration Factor 1.15 ICBO (APPROVAL NO. ER-4805), Rain Load = 0.0 psf TC Fb=1.15 PC-1.10 Ft-1.10 SBCCI (APPROVAL NO. 94169B). Importance Factor 1.0 BC Fb=1.10 Fc=1.10 Ft-1.10 PLATES ARE MANUFACTURED BY Thermal Factor 1.1 JAGER BUILDING SYSTEMS Exposure Factor 1.0 GRIP VALUES BASED ON GROSS Balanced Load Factor 0.8 Plus 6 Wind Load Case(s) AREA METHOD FOR Unbalanced Load Factor 1.5 Plus 2 Unbalanced Load Cases SPRUCE-PINE-PIR LUMBER. Unbalanced Loads Checked Plus 1 BC LL Load Case(s) FILE NO. : PR2420LP Load Factors = 1.50 and 0.00 Plate - SK20 20 Ga, Gross Area Max comp. force 1777 Lbs Jt React Uplft Size Req`d Plate - PT18 18 Ga, Gross Area Quality Control Factor 1.20 Lbs Lbs In-Sx In-Sx Plate - PT16 16 Ga, Gross Area A 1716 284 3- 8 2- 7 Jt Type Plt Size X Y JSI FABRICATOR NOTES: Hz = -324 K SK20 4.Ox 4.5 1.3 0.7 1.00 1. JAGER METAL PRODUCTS IS C 1716 294 3- 8 2- 7 I SK20 4.Ox 4.5-0.8-0.6 0.96 RESPONSIBLE ONLY FOR THE Hz = 338 G SK20 1.0x 4.5 Ctr Ctr 0.77 STRUCTURAL ADEQUACY OF THIS B SK20 4.Ox 4.5 Ctr Ctr 0.73 COMPONENT BASED ON DESIGN Membr CSI P Lbs MOlst M®2nd H SK20 1.0x 4.5 Ctr Ctr 0.77 CRITERIA AND LOADS SHOWN. ----------Top Chords---------- J SK20 4.Ox 4.5 0.8-0.6 0.96 IT IS THE RESPONSIBILITY OF K -1 0.93 66 T438 -4929 M SK20 4.0x 4.5-1.3 0.7 1.00 OTHERS TO VERIFY COMPONENT I -G 0.96 1035 C -4929 -5129 L SK20 3.Ox 4.5 Ctr Ctr 0.85 SUITABILITY AND DIMENSIONS. G -B 0.97 1076 C -5129 -838 A SK20 2.Ox 4.5 Ctr Ctr 0.98 B -H 0.97 1076 C -838 -5129 F SK20 3.Ox 7.5 Ctr Ctr 0.85 H -J 0.96 1034 C -5129 -4929 S1 SK20 3.Ox 4.5 Ctr Ctr 0.84 J -M 0.93 51 T -4929 438 D SK20 3.Ox 7.5 Ctr Ctr 0.85 --------Bottom Chords--------- C SK20 2.Ox 4.5 Ctr Ctr 0.98 Robbins Engineering,Inc./Online Plus771996.2006 Version 19.0.037 Engineering-Portrait 051032007 9:14:26 AM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering M7036-JAG P 40 TR 220512 8 8-10 8-10 44 Jackson Lumber (Convenience Store) t��� 4x4.5= LU t" B 1 ? ROSS S. lEr' No.4323'3- *1.5x311 *1.5x311 7-4-6 *1.5x311 *1.5x311 D K 3x4.5= 3x4.5= A C E G H J L *1.5x311 *1.5x311 5x5.25= *1.5x311 *1.5x311 SPL so m m SL TC J�� 2-6-44-0-0 4-0-0 2-6-4 a0i BC 2-6-4 4-0-0 4-0-0 1 4-0-0 I 4-0-0 +2-6-4 22-5-12 ALL PLATES ARE SK2020 Scale:0.248"=V Robbins Engineering, Inc./Online Plus H -B 0.15 223 C Truss is designed as a Main J -I 0.17 574 C Wind-Force Resistance System. Online Plus -- Version 18.0.014 L -K 0.05 434 C Wind Speed: 90 mph RUN DATE: 02-MAR-07 Mean Roof Height: 25-0 LL Defl 0.00" in L -C L/999 Exposure Category: C CSI -Size- ----Lumber---- TL De£1 0.00" in E -G L/999 Occupancy Factor : 1.00 TC 0.47 2x 4 SPP-#2 Shear // Grain in F -B 0.45 Building Type: Enclosed BC 0.06 2x 4 SPF-#2 Zone location: Exterior GW 0.17 2x 4 SPF-#2 Plates for each ply each face. TC Dead Load 4.2 psf PLATING CONFORMS TO TPI-95 AND BC Dead Load 6.0 psf Brace truss as follows: BOCA (APPROVAL NO. 95-35), Roof Snow Load per ASCE 7-02 O.C. From To ICBG (APPROVAL NO. ER-4805), Ground Snow Load - 50.0 paf TC Cont. 0- 0- 0 22- 5-12 SBCCI (APPROVAL NO. 94169B). Rain Load 0.0 psf BC 10- 0- 0 0- 0- 0 22- 5-12 PLATES ARE MANUFACTURED BY Importance Factor 1.0 JAGER INDUSTRIES INC. Thermal Factor 1.1 Loading Live Dead (psf) GRIP VALUES BASED ON GROSS Exposure Factor 1.0 TC 38.5 7.0 AREA METHOD FOR Balanced Load Factor 0.8 BC 0.0 10.0 SPRUCE-PINE-FIR LUMBER. Unbalanced Load Factor 1.5 Total 38.5 17.0 55.5 FILE NO. : PR2420LP Unbalanced Loads Checked Spacing 24.0" Plate - SK20 20 Ga, Gross Area Load Factors = 1.50 and 0.00 Lumber Duration Factor 1.15 Plate - PT18 18 Ga, Gross Area Max Comp. force 574 Lbs Plate Duration Factor 1.15 Plate - PT16 16 Ga, Gross Area Quality Control Factor 1.20 TC Fb=1.15 Fc-1.10 Ft=1.10 Jt Type Plt Size X Y JSI BC Fb=1.10 Fc-1.10 Ft-1.10 A SK20 3.Ox 4.5 Ctr Ctr 0.70 FABRICATOR NOTES: D SK20 1.5x 3.0 Ctr Ctr 0.00 1. JAGER METAL PRODUCTS IS F SK20 1.5x 3.0 Ctr Ctr 0.00 RESPONSIBLE ONLY FOR THE Plus 6 wind Load Case(s) B SK20 4.Ox 4.5 Ctr Ctr 0.60 STRUCTURAL ADEQUACY OF THIS Plus 2 Unbalanced Load Cases I SK20 1.5x 3.0 Ctr Ctr 0.00 COMPONENT BASED ON DESIGN K SK20 1.5x 3.0 Ctr Ctr 0.00 CRITERIA AND LOADS SHOWN. Jt React Uplft Size Req'd C SK20 3.Ox 4.5 Ctr Ctr 0.70 IT IS THE RESPONSIBILITY OF Lbs Lbs In-Sx In-Sx E SK20 1.5x 3.0 Ctr Ctr 0.00 OTHERS TO VERIFY COMPONENT Cont. Brg 0- 0 0 to 21- 0- 8 G SK20 1.5x 3.0 Ctr Ctr 0.00 SUITABILITY AND DIMENSIONS. 2472 507 Hz = 156 H SK20 5.0x 5.2 Ctr 0.8 0.50 J SK20 1.5x 3.0 Ctr Ctr 0.00 Membr CSI P Lbs Axl-CSI-Bnd L SK20 1.5x 3.0 Ctr Ctr 0.00 ----------Top Chords---------- A -D 0.28 132 C 0.00 0.28 D -F 0.47 93 C 0.01 0.46 NOTES: F -B 0.46 129 T 0.00 0.46 Trusses Manufactured by: B -I 0.46 129 T 0.00 0.46 CLYVANOR LTD I -K 0.47 93 C 0.01 0.46 Analysis Conforms To: K -C 0.28 132 C 0.00 0.28 IBC/IRC2003 --------Bottom Chords--------- OH Loading A -E 0.05 3 T 0.00 0.05 Soffit psf 2.0 E -G 0.06 0 T 0.00 0.06 Design checked for LL on BC G -H 0.06 0 T 0.00 0.06 per BOCA (section 1606.2.3) H -J 0.06 0 T 0.00 0.06 and IBC/IRC-2003. J -L 0.06 0 T 0.00 0.06 Prevent truss rotation at all L -C 0.05 3 T 0.00 0.05 bearing locations. ----------Gable Web a---------- Refer to Gen Det 3 series for E -D 0.05 434 C web bracing and plating. G -F 0.17 574 C Wind Loads - ANSI / ASCE 7-02 Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portrait 05/032007 9:14:30 AM Page 1 id36, Job Mark Quare �A=TPFK�54�0112 PS-Hl Left OH Right O�1� M7036-'a 2 A 8 8 0 10- 8 Jackson Lumber (Convenience Store) ------Attic Chords (Top)------ KK SK20 4.Ox 7.5 Ctr Ctr 0.97 A4-B 0.35 1106 C -2276 HJ SK20 3.Ox 4.5 Ctr Ctr 0.38 B -S8 0.85 6548 C -22766 -62 38-X 0.40 6548 C -62 312 S2 SK20 5.Ox 7.5 Ctr Ctr 0.86 x -W 0.18 1262 C 312 714 0 SK20 4.Ox 9.0-0.5 Ctr 0.92 W -V 0.34 1141 T 714 614 S SK20 2.Ox 4.5 Ctr Ctr 0.56 ^/y\ V -S6 0.19 3099 C 571 401 8 SK20 8.0x10.5-4.0-0.1 0.62 S6-F 0.28 3099 C 401 -1393 Be SE20 3.Ox 7.5 Ctr Ctr 0.88 F -A7 0.21 878 C -1393 0 x PT18 9.0x12.0-2.5 1.0 0.88 -------Attic Webs (Top)------- W SK20 5.0x 9.0-0.5 Ctr 0.97 D -B 0.07 364 T V PT18 9.0x12.0 2.5 1.0 0.94 B -A6 0.29 2305 C S6 SK20 3.Ox 7.5 Ctr Ctr 0.88 A6-X 0.88 5444 T F SK20 8.0x10.5 4.0-0.1 0.48 X -Z 0.16 1267 C J PT18 9.0x20.0 0.1-1.5 0.96 Z -W 0.66 2701 T PP PT18 5.5x12.0 2.5 Ctr 0.89 W -AA 0.08 639 C NN SK20 3.5x 4.5 Ctr Ctr 1.00 W -BB 0.23 972 T S5 SK20 4.Ox 9.0 Ctr Ctr 0.89 V -BB 0.11 879 C 00 SK20 2.Ox 4.5 Ctr Ctr 0.69 v -Vv 0.94 3844 T QQ#SK20 4.Ox 4.5 Ctr Ctr 0.85 F -VV 0.19 1502 C K# SK20 7.0x15.0 0.1-0.2 0.75 F -P 0.45 1840 T ------Attic Chords (Bot)------ - -PP 0.74 2713 T -3317 -944 PP-NN 0.21 1834 C -659 630 # = Plate Monitor used NN-S5 0.21 1990 C 630 1962 S5-00 0.44 1990 C 1962 -78 NOTES: 00-QQ 0.23 1990 C -78 329 Trusses Manufactured by: QQ-K 0.22 834 C 329 0 CLYVANOR LTD -------Attic Webs (Bot)------- Analysis Conforms To: J -MM 0.68 4073 T IBC/IRC2003 MM-PP 0.12 964 C OH Loading PP-LL 0.70 2855 T Soffit psf 2.0 LL-NN 0.07 608 C Design checked for LL on BC NN-KK 0.35 1439 T per SOCA (section 1606.2.3), KK-00 0.05 358 C IBC/IRC-2003 and PBC 2004 XK-00 0.34 1447 T (section 1607.1), 20.0 psf. JJ-QQ 0.08 687 C Prevent truss rotation at all JJ-x 0.66 2723 T bearing locations. NOTE: USER MODIFIED PLATES TL Defl -0.86" in KK-JJ L/640 This design may have plates LL Defl -0.62" in JJ-H L/884 selected through a plate LL Cant -0.03" in YY-ZZ L/432 monitor. Shear // Grain in D -A6 0.97 Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Plates for each ply each face. Wind-Force Resistance System. PLATING CONFORMS TO TPI-95 AND Wind Speed: 90 mph BOCA (APPROVAL NO. 95-35), Mean Roof Height: 25-0 ICBO (APPROVAL NO. ER-4805), Exposure Category: C SBCCI (APPROVAL NO. 94169B). Occupancy Factor : 1.00 PLATES ARE MANUFACTURED BY Building Type: Enclosed JAGER BUILDING SYSTEMS Zone location. Exterior GRIP VALUES BASED ON GROSS TC Dead Load 4.2 psf AREA METHOD FOR BC Dead Load 6.0 psf SPRUCE-PINE-FIR LUMBER. Roof Snow Load per ASCE 7-02 FILE NO. : PR2420LP Ground Snow Load - 50.0 psf Plate - SK20 20 Ga, Gross Area Rain Load 0.0 psf Plate - PT18 IS Ga, Groes Area Importance Factor 1.0 Plate - PT16 1(9 Ga, Gross Area Thermal Factor 1.1 Jt Type Plt Size X Y JSI Exposure Factor 1.0 YY SK20 3.Ox 7.5 0.8 0.7 0.77 Balanced Load Factor 0.8 AO SK20 2.Ox 4.5 Ctr Ctr 0.56 Unbalanced Load Factor 1.5 II SK20 6.0x15.0 1.5 1.0 0.99 Unbalanced Loads Checked S7 SK20 4.Ox 9.0 Ctr Ctr 0.88 Load Factors = 1.50 and 0.00 L, L SK20 7.0x12.0 0.6-0.8 0.98 Max comp. force 6548 Lbs 1 OF A4 3x20 2.Ox 4.5 Ctr Ctr 0.67 Quality Control Factor 1.20 D SK20 5.0x 7.5 1.1-3.5 0.75 > A6 PT18 9.0x12.0 2.5-1.0 0.88 FABRICATOR NOTES: 4 R0.5S S Z SK20 S.Ox 5.2 1.0 Ctr 0.94 1. JAGER METAL PRODUCTS IS C!? AA SK20 2.Ox 4.5 Ctr Ctr 0.56 RESPONSIBLE ONLY FOR THE LE ttJJ// (C1 S4 SK20 3.0x15.0 Cts Ctr 0.98 STRUCTURAL ADEQUACY OF THIS i P:TRUCT�..` ), -4-1 BB SK20 3.Ox 4.5 Ctr Ctr 0.97 COMPONENT BASED ON DESIGN iR VV SK20 7.Ox 9.0-1.0 Ctr 0.95 CRITERIA AND LOADS SHOWN. " P SK20 5.Ox 7.5-1.1-3.5 0.75 IT IS THE RESPONSIBILITY OFn A7 SK20 2.Ox 4.5 Ctr Ctr 0.56 OTHERS TO VERIFY COMPONENT N# SX20 6.0x12.0-0.3-0.4 0.71 SUITABILITY AND DIMENSIONS. - S3 SK20 5.0x 9.0 Ctr Ctr 0.97 • T SK20 3.5x 6.0Ctr Ctr 0.58 G SK20 5.0x12.0-2.2 1.0 0.98 ZZ SK20 1.5x 3.0 Ctr Ctr 0.75 Al SK20 2.Ox 4.5 Ctr Ctr 0.70 A3 SK20 7.Ox 9.0 Ctr Ctr 0.91 M SK20 6.0x12.0 Ctr Ctr 1.00 A5 SK20 3.Ox 4.5 Ctr Ctr 0.38 MM SK20 TSAR 9.0-1.0 Ctr 0.80 S1 SK20 4.Ox 7.5 Ctr Ctr 0.87 LL SK20 5.0x 5.2-0.5 Ctr 1.00 Robbins Engineering,Inc./Online Plus771996-2006 Version 19.0.037 Engineering-Portrait 081032007 3:20:10 PM Page 2 of 2 Job Mark " an Type Span P1-H1 Left OR Right OR Ersgineering M70364 2 Al 2 ATPFK 471012 8 0 0 Jackson Lumber (Convenience Store) IhA� #18G-PT18-9x12= 5x12= S4 A6 7x9= 5x5.25= 2x4.511 3.5x6= 7x9=7x9 HO 9-2 2x4.5=D Z AA BB VV P 2x4.5= HO 4-9-0 A4 AS 7xl2\\ #6x12 T4x9,1 L N Sx9" 8F_ S7 W# HG-PT18-9x12= ex 0.511 S3 6x15 #8 0. 11 X 5x9= 3.5x6 11-6-0 II �i#18G-PT18-9x12=, T 6-8A3 2x4.511 ' ' 20- 0- 0 6-8G AO o 3x7.511 #9x10.5= YY 20- 0- 0 ,T LL KK JJ H O S ZZ AM #180-PT18-9x2 0 5x5.25= 4x9= #6x7.5= 3x4.511 4x9= 2x4.511 &2x6= 1.5x311 Cant:6- 7-12 A 7x10.5= A2 MM NN 00 QQ K n 299 3x4.511 7x9= 3.5x4.5= 2x4.511 4x4.5= #7x15•: HGR W:308 PP R:3725 RA4}758 32 R: 503 7x9= TBE61NSTALLED #18G-PT18-5.5x12=1, 5x7.5= Us 189 Us 179 ON BOTH SIDES 91 N M N 4x7.5= 0 0 H O O rl M � NI rl p O O BCsy 1 1'413 501- 5-91" -9- TC 5-6-0 5- 3-0-9 1144 5401 ' 1 0- 1 -11 160 0 - 5-415011 �45 .a o Iri N M 47-10-12 EXCEPT AS SHOWN ALL PLATES ARE SK2020, # PLATE SELECTED IN PLATE MONITOR Scale:0.118"=1' Robbins Engineering, Inc./Online Plus Load Case # 1 Attic & Snow Loa T -G 0.77 5657 C 1920-10832 Lumber Duration Factor 1.00 --------Bottom Chords--------- Online Plus -- Version 19.0.037 Plate Duration Factor 1.00 YY-ZZ 0.26 202 T -185 -1149 RUN DATE: 06-MAR-07 plf - Live Dead From To ZZ-A1 0.26 202 T -1149 0 TC V 77 14 0.01 47.9' A3-M 0.21 360 T 1519 -135 CSI -Size- ----Lumber---- BC V 0 20 0.01 47.91 M -A2 0.53 1379 C -135 -5684 TC 0.97 2x 6 SPF-#2 MA V 0 14 14.8' 20.6' A2-MM 0.52 1171 C -5684 978 EX S3-G 2x 6 SPF-1651 MA V 0 14 20.6' 34.1- MM-S1 0.72 3425 T 1244 1832 BC 0.26 2x 4 SPF-#2 MA V 0 14 34.11 39.91 S1-LL 0.45 3425 T 1832 1839 EX A3-S1 2x 6 SPF-#2 MA V 60 20 17.2- 26.41 LL-KK 0.67 5372 T 1730 962 EX S1-S2 2x 6 SPF-1651 MA V 60 20 26.4- 37.5- KK-JJ 0.68 5752 T 957 2151 EX S2-G 2x 6 SPF-2100 MA V 0 14 0.8' 10.3- JJ-H 0.47 3717 T 2151 -292 CW 0.32 2x 4 SPF-#2 MA V 0 14 0.81 10.2- R -S2 0.36 3624 T -1716 -1097 WB 0.98 2x 4 SPF-#2 S2-0 0.29 3624 T 0 -1516 EX A3-II 2x 6 SPF-#2 O -S 0.57 4614 T -1516 5944 EX L -B 2x 4 SPF-2100 Plus 6 Wind Load Cases) S -G 1.00 4614 T 5945-14556 ACT 0.57 2x 4 SPF-#2 Plus 2 Unbalanced Load Cases ----------Chord-Webs---------- EX A4-S8 2x 4 SPF-1651 Al-A3 0.32 48 T 0 1519 AWT 0.95 2x 4 SPF-#2 Jt React Uplft Size Req'd A3-II 0.00 48 T EX WW-X 2x 4 SPF-1651 Lbs Lbe In-Sx In-Sx -------------Webs------------- ACB 0.68 2x 6 SPF-#2 ZZ 503 179 3- 8 1- 8 ZZ-AO 0.05 412 C AWB 0.98 2x 4 SPF-#2 A3 4759 0 5- 8 .r7-$ ** A3-II 0.52 3134 C WG --- 2x 6 SPF-#2 Hz - -256 II-M 0.78 3208 T G 3726 190 3- 8 NGr,-** M -L 0.56 2377 C 1 Br Brace trues as follows: Hz = 255 M -J 0.98 4013 T O.C. From To L -J 0.92 3757 T TC Cont. 0- 0- 0 47-10-12 Membr CSI P Lbs M®1St M@2nd L -B 0.90 5443 C 0 3962 BC 2- 0- 0 0- 0- 0 47-10-12 ----------Top Chords---------- J -B 0.43 792 C 960 1377 WB 1 rows CLB on M -L YY-AO 0.18 198 C -542 -1848 A2-J 0.61 316 T 0 -2157 WB 2 rows CLB on L -B AO-II 0.54 251 C -1023 -5881 K -P 0.78 855 T 797 -2292 WB 1 rows CLB on J -B II-97 0.57 3422 C -5881 2829 H -K 0.27 229 T 0 1033 WB 1 rows CLB on F -N S7-L 0.34 3232 C 2486 3047 F -N 0.56 3276 C 0 -714 Attach CLB with (2)-10d nails L -A4 0.72 799 C 3047 -7492 K -N 0.36 1493 T at each web. A4-D 0.87 1350 T -7492 286 K -O 0.50 2070 T D -WW 0.97 1064 T -768 -9205 O -N 0.49 624 C Loading Live Dead (psf) WW-Z 0.89 4750 C -9205 -1134 0 -T 0.14 608 T TC 38.5 7.0 Z -S4 0.67 6859 C -899 4137 S -T 0.10 400 C BC 0.0 10.0 S4-AA 0.75 6859 C 4137 341 ------Attic Chords (Top)------ Total 38.5 17.0 55.5 AA-BB 0.78 6859 C 438 -422 A4-13 0.35 1080 C 0 -2248 Spacing 24.0" BB-VV 0.65 6591 C -545 -5559 B -S8 0.76 6030 C -2248 -50 Lumber Duration Factor 1.00 VV-P 0.49 3450 C -5559 -2357 S8-X 0.57 6030 C -50 321 Plate Duration Factor 1.00 P -AS 0.44 2387 C 1366 -5087 X -W 0.22 791 C 394 534 TC Fb=1.15 Fc-1.10 Ft-1.10 AS-N 0.45 3208 C -5087 1415 W -V 0.57 1646 T 559 537 BC Fb=1.10 Fc-1.10 Pt=1.10 N -S3 0.39 5574 C -2503 2562 V -S6 0.23 2749 C 489 355 S3-T 0.43 5753 C 2562 1920 S6-F 0.35 2749 C 355 -1358 Robbins Engineering,InclOnllne Pius77199&2006 Version 19.0.037 Engineering-Portrait 061032007 2:55:02 PM Page 1 of 2 Job Nark Quan Type Span Pi-Hl Left OH Right OH Engineering M7036-"a 2 Al :� 2 ATPFK 471012 8 0 0 Cont. Jackson Lumber (Convenience Store) F -A5 0.26 820 C -1358 0 X PTie 9.0x12.0-2.5 1.0 0.87 -------Attic Webs (Top)------- W SK20 5.0x 9.0-0.5 Ctr 0.97 D -B 0.16 684 T V PT18 9.0x12.0 2.5 1.0 0.96 B -WW 0.31 2496 C S6 SK20 3.Ox 7.5 Ctr Ctr 0.88 WW-x 0.87 5375 T F# SK20 8.0x10.5 4.0-0.1 0.51 x -z 0.14 1172 C J# PT18 9.0x20.0-0.2-1.3 0.97 Z -W 0.68 2776 T PP#PT18 5.5x12.0 2.5 0.2 0.94 W -AA 0.07 621 C HN SK20 3.5x 4.5 Ctr Ctr 0.96 W -BB 0.26 1082 T S5 SK20 4.Ox 9.0 Ctr Ctr 0.88 V -BB 0.10 831 C 00 SK20 2.Ox 4.5 Ctr Ctr 0.69 v -VV 0.95 3894 T QQ SK20 4.0x 4.5 Ctr Ctr 0.91 F -VV 0.20 1635 C K# SX20 7.0x15.0 0.1-0.2 0.75 F -P 0.50 2074 T ------Attic Chords (Bot)------ ---- J -PP 0.68 2360 T -3345 -692 PP-NN 0.22 2004 C -430 684 # = Plate Monitor used NN-S5 0.22 2088 C 684 2019 S5-00 0.44 2088 C 2019 -16 NOTES: 00-QQ 0.23 2088 C -16 265 Trusses Manufactured by: QQ-K 0.22 807 C 265 0 CLYVANOR LTD -------Attic Webs (Bot)------- Analysis Conforms To: J -MM 0.98 3860 T IBC/IRC2003 MM-PP 0.12 928 C Design checked for LL on BC PP-LL 0.67 2743 T per BOCA (section 1606.2.3), LL-NN 0.07 578 C IBC/IRC-2003 and FBC 2004 NN-KK 0.31 1291 T (section 1607.1), 20.0 psf. KK-00 0.04 356 C Prevent truss rotation at all KK-QQ 0.36 1510 T bearing locations. JJ-QQ 0.08 704 C NOTE: USER MODIFIED PLATES JJ-K 0.69 2769 T This design may have plates selected through a plate TL Defl -0.84" in KK-JJ L/658 monitor. LL Defl -0.60" in JJ-H L/930 Wind Loads - ANSI / ASCE 7-02 LL Cant -0.02^ in YY-ZZ L/480 Truss is designed as a Main Shear // Grain in D -WW 0.97 Wind-Force Resistance System. Wind Speed: 90 mph Plates for each ply each face. Mean Roof Height: 25-0 PLATING CONFORMS TO TPI-95 AND Exposure Category: C BOCA (APPROVAL NO. 95-35), Occupancy Factor : 1.00 ICBO (APPROVAL NO. ER-4805), Building Type: Enclosed SBCCI (APPROVAL NO. 94169B). zone location: Exterior PLATES ARE MANUFACTURED BY TC Dead Load 4.2 psf JAGER BUILDING SYSTEMS BC Dead Load 6.0 psf GRIP VALUES BASED ON GROSS Roof Snow Load per ASCE 7-02 AREA METHOD FOR Ground Snow Load - 50.0 psf SPRUCE-PINE-FIR LUMBER. Rain Load - 0.0 psf FILE NO. : PR242OLP Importance Factor 1.0 Plate - SK20.-O Ga, Gross Area Thermal Factor 1.1 Plate - PT18 18 Ga, Gross Area Exposure Factor 1.0 Plate - PT16 16Ga, Gross Area Balanced Load Factor 0.8 Jt Type Plt Size X Y JSI Unbalanced Load Factor 1.5 YY SK20 3.Ox 7.5 0.8 0.7 0.77 Unbalanced Loads Checked AO SK20 2.Ox 4.5 Ctr Ctr 0.56 Load Factors = 1.50 and 0.00 II SX20 6.0x15.0 1.5 1.0 0.98 Max comp. force 6859 Lbs 97 SK20 4.Ox 9.0 Ctr Ctr 0.86 Quality Control Factor 1.20 0� L SK20 7.0x12.0 0.6-0.8 0.93 A4 SX20 2.Ox 4.5 Ctr Ctr 0.66 FABRICATOR NOTES: D SK20 7.Ox 9.0 1.4-4.7 0.60 1. JAGER METAL PRODUCTS IS ROSS S. C. WW#PT18 9.0x12.0 2.5 Ctr 0.87 RESPONSIBLE ONLY FOR THE (j1 Z SK20 5.Ox 5.2 1.0 Ctr 0.96 STRUCTURAL ADEQUACY OF THIS LEE (T! S4 SK20 5.0x12.0 Ctr Ctr 0.87 COMPONENT BASED ON DESIGN O 43TRUCTU, L --I co AA 9K20 2.Ox 4.5 Ctr Ctr 0.56 CRITERIA AND LOADS SHOWN. (� y BB 3X20 3.5x 6.0 Ctr Ctr 0.83 IT I3 THE RESPONSIBILITY OF f Na.43333 VV SK20 7.Ox 9.0-1.0 Ctr 0.96 OTHERS TO VERIFY COMPONENT P SK20 7.Ox 9.0-1.4-4.7 0.60 SUITABILITY AND DIMENSIONS. t A5 SK20 2.Ox 4.5 Ctr Ctr 0.56 N# SK20 6.0x12.0-0.3-0.5 0.66 S3 SK20 5.Ox 9.0 Ctr Ctr 0.94 T SK20 3.5x 6.0 Ctr Ctr 0.58 G# SX20 9.0x10.5-4.4 1.6 0.90 ZZ SK20 1.5x 3.0 Ctr Ctr 0.75 Al SK20 2.Ox 4.5 Ctr Ctr 0.70 A3 SX20 7.Ox 9.0 Ctr Ctr 0.90 M SK20 7.0x10.5 Ctr Ctr 0.98 A2 SK20 3.Ox 4.5 Ctr Ctr 0.37 MM SX20 7.Ox 9.0-1.0 Ctr 0.97 S1 SK20 4.Ox 7.5 Ctr Ctr 0.99 LL SK20 5.Ox 5.2-0.5 Ctr 0.96 KK SK20 4.Ox 9.0 Ctr Ctr 0.75 JJ#SK20 6.Ox 7.5 0.2 Ctr 0.81 H SK20 3.Ox 4.5 Ctr Ctr 0.37 S2 SK20 5.Ox 7.5 Ctr Ctr 0.84 0 SK20 4.Ox 9.0-0.5 Ctr 0.91 S SK20 2.Ox 4.5 Ctr Ctr 0.56 B# SK20 8.0x10.5-4.0 0.2 0.57 S8 SK20 3.Ox 7.5 Ctr Ctr 0.88 Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portrait 06/032007 2:55:02 PM Page 2 of 2 Job 2 Mark Quan Type Span P1-KI Left OR Right OR Engineering M7036j A2 4 ATPFK 531112 8 U 0 Jackson Lumber (Convenience Store) 2x4.5= A4 2x4.5= #18G-PT18-9x12/' 3x15= 7x9- AS WW S4 VV SX7.5% 5x5.25= 2x4.511 3x4.5= 5x7.5 HO 6-8 D Z AA BB P A6 HO 11-0 7x12\\ #6x12// 4x9-;,L V N 5x9'�� S7 i #8 0. 1 W BG-PT18-9x1 =#x8 0.511 S3 61=58 X 5x9= 3.5x6 11-6-0 #18G-PT18-9x12= T 6-8A2 2x4.511 20- 0- 0 6-8G AO o 5x7.5= #9x 20- 0- 0 YY Mj � KK JJ H O S ZZ A 6x12--#�iBG-PT18-9x20 5x55..25= 4x7.5= #6x7.5= 3x4.5- 91�1� 4x9= 2x4.511 Cant:6-11-12 1.p51x3ll A� A3 MM NN 00 Q0 '„�__. I y#x9lAl #3x4.511 7x = 3.5x4.5=2x4.511 #4x4.5 #7x15 HGR W:308 RAt794 PP S2 R:4326 R: 552 _ 5x7.5= U. 166 7x9- TBE61NSTALLED #`8G-PT18-5.5x12 ON BOTH SIDES S1 N M M 4x7.5= N m u1 M r., ei M O O O O TC ~ 1 5-6-0 5-1-12 3-50-911 14 5-0-14 5-0414 0-14 ' 13-0-9f -0-0 0il-4-0- 214-015 -0-0 5`-99_-04 i-BC l4-14 5 0 1 ut w �0 - 53-11-12 = EXCEPT AS SHOWN ALL PLATES ARE SK2020, # - PLATE SELECTED IN PLATE MONITOR Scale:0.118"=1' Robbins Engineering, Inc./Online Plus Spacing 24.0" AA-BB 0.92 6312 C -2046 -2648 Lumber Duration Factor 1.00 BB-VV 0.77 6118 C -2648 -3041 Online Plus -- Version 19.0.037 Plate Duration Factor 1.00 VV-P 0.55 3041 C -3652 -1630 RUN DATE: 06-MAR-07 TC Fb.1.15 Fc=1.10 Ft-1.10 P -AS 0.47 2295 C 876 -5447 BC Fb=1.10 Fc-1.10 Ft-1.10 AS-N 0.48 3170 C -5447 1837 CSI -Sime- ----Lumber---- N -S3 0.40 5799 C -2052 2480 TC 0.87 2x 6 SPF-1651 Load Case # 1 Attic & Snow Loa S3-T 0.39 5979 C 2480 422 EX D -S4 2x 4 SPF-2100 Lumber Duration Factor 1.00 T -G 0.87 6138 C 422-12519 EX S4-P 2x 4 SPF-1651 Plate Duration Factor 1.00 --------Bottom Chords--------- Ex P -S3 2x 6 SPF-#2 plf - Live Dead From To YY-ZZ 0.27 216 T -181 -1205 BC 0.27 2x 4 SPF-#2 TC V 77 14 0.0- 54.0' ZZ-A1 0.27 216 T -1205 0 EX A2-Sl 2x 6 SPF-#2 BC V 0 20 0.0' 54.0' A2-M 0.22 375 T 1624 -184 EX S1-92 2x 6 SPF-1651 MA V 0 14 15.2' 20.9- M -A3 0.96 1554 C -184 -5766 EX S2-012x 6 SPF-2100 MA V 0 14 20.9' 34.4' A3-M14 0.82 1338 C -5766 918 CW 0.35 2x 4 SPF-#2 MA V 0 14 34.4' 40.2' MM-S1 0.69 3335 T 1188 1782 WB 0.96 2x 4 SPF-#2 MA V 60 20 17.6' 26.7' S1-LL 0.43 3335 T 1782 1803 EX A2-II 2x 6 SPF-#2 MA V 60 20 26.7' 37.8' LL-KK 0.67 5358 T 1695 944 EX M -J 2x 4 SPF-1651 MA V 0 14 0.8' 10.3' KK-JJ 0.69 5922 T 945 2154 EX L -B 2x 4 SPF-2100 MA V 0 14 0.8' 10.2' JJ-H 0.50 3949 T 2154 73 EX F -N 2x 4 SPF-1651 H -S2 0.37 3845 T 73 303 EX K -0 2x 4 SPF-2100 S2-0 0.30 3845 T 303 -1507 ACT 0.87 2x 4 SPF-1651 Plus 6 Wind Load Case(s) 0 -S 0.57 5013 T -1507 5505 AWT 0.94 2x 4 SPF-#2 Plus 2 Unbalanced Load Cases S -G 0.99 5013 T 5505-14006 EX WW-X 2x 4 SPF-1651 ----------Chord-Webs---------- ACB 0.72 2x 6 SPF-#2 it React Uplft Size Req'd Al-A2 0.35 45 T 0 1624 AWB 1.00 2x 4 SPF-#2 Lbs Lbs In-Sx In-Sx A2-II 0.00 45 T WO --- 2x499 SPF-#2 ZZ 553 166 3- 8 8 -------------Webs------------- PB --- 2x 3 SPF-#2 A2 4795 0 5- 8 - 8** ZZ-AO 0.05 447 C Hz = -265 A2-II 0.53 3159 C Brace trues as follows: G 4327 0 3- 8 JAC..jj�** II-M 0.79 3240 T O.C. From To HZ - 263 M -L 0.57 2434 C 1 Br TC Cont. 0- 0- 0 53-11-12 M -J 0.68 4220 T BC 4- 0- 0 0- 0- 0 53-11-12 Membr CSI P Lbs M®1st M®2nd L -J 0.96 3913 T WB 1 rows CLB on M -L ----------Top Chorda---------- L -B 0.99 5702 C 0 4316 WB 2 rows CLB on L -B YY-AO 0.15 206 C -605 -2279 J -B 0.50 855 C 895 1586 WE 1 rows CLB on J -B AO-II 0.37 271 C -1456 -5866 A3-J 0.63 317 T 0 -2244 WB 1 rows CLB on F -N II-97 0.39 3444 C -5866 3114 K -F 0.81 930 T 922 -2390 Attach CLB with (2)-10d nails S7-L 0.24 3255 C 2807 3479 H -K 0.30 219 T 0 1219 at each web. L -A4 0.58 662 C 3479 -8673 F -N 0.35 3399 C 0 -724 A4-D 0.66 1583 T -8673 -801 K -N 0.34 1415 T Loading Live Dead (paf) D -WW 0.78 1611 T 993 -5413 K -0 0.21 2070 T TC 38.5 7.0 WW-Z 0.71 4272 C -5413 -2737 0 -N 0.37 468 C BC 0.0 10.0 Z -S4 0.61 6312 C -2737 2102 0 -T 0.07 312 T Total 38.5 17.0 55.5 S4-AA 0.91 6312 C 2102 -2046 S -T 0.08 325 C Robbins Engineering,Inc./Online Plus??1996-2006 Version 19.0.037 Engineering-Portraft 06/032007 2:49:20 PM Page 1 of 2 Job Mark Quan Type Span pl-Hl Left OH Right OH Engineering M7036-'qg2 A 8 ATPFK 540112 8 0 10- 8 Jackson Lumber (Convenience Store) �#18G-PT18-9x12= .�.� _ 2x4.5= 2x4.5= 3x15= 7x9=A7 A4 S4 VV 5x7.5% 5x5.25= 2x4.511 3x4.5= 5x7.5 AA BB P HO 7-0 NO 9-2 D Z A8 T 7x120 #6x12// 4x9% L $Q X N Sx9" S7 180-PTIO-9x1 #180-PT18-9x1 S3 6x15' m 5x9=` 3.5x6,1 11-6-0 11 8 o T 6-8A3 2x4.511 20- 0- 0 6-8G AO o 3x7.511 5x12= 20- 0- 0 yy G Un M LL JJ F� O S ZZ A 6x12= #8x10.511 6x9= 5x5.25= KK #6x7.5= #8x10.511 4x9= 2x4.511 Cant:6- 7-12 1.5x311 A19 NN 4x7.5= 44 n Cant:6- 0 7{� 5ff$I r J 3.5x4.500 #4x4.5= H W:508 W3308^' RA04771 ( a18��PT18-9x20 2x4.511 3x4.511 R:4506 R: 532 TBE61NSi�A�L% II: 153 7x9- ON BOTH SIDES PP -�� K #18G-PT18-5.5x12= #7x15' A5 S1 92 N m 194.511 4x7.5= Sx7ru5= o G oco aC� 0 0 0 0 TC 5-6-0 5-1-12 3'-0-9{i Frl 5-0-14 1 5 0-14 1 5-0-14 15-0-14 il'i13-0-91 5-0-0 I 6-3-0 SL BC 5-4-0 5-1-15-4-14 14-0-11 4-0-12 4-0-11 4-0-i1 4-0-11 5-4-14 5-D-0 6-3-0 o r'1 N 54-1-12 f 1 EXCEPT AS SHOWN ALL PLATES ARE SK2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.112"=V Robbins Engineering, Inc./Online Plus Spacing 24.0" S4-BB 0.85 6455 C 2263 -2528 Lumber Duration Factor 1.00 BB-VV 0.80 6235 C -2528 -3046 Online Plus -- Version 19.0.037 Plate Duration Factor 1.00 VV-P 0.55 3159 C -3662 -1724 RUN DATE: 06-MAR-07 TC Fb=1.15 Fc=1.10 Ft-1.10 P -A7 0.47 2388 C 936 -5353 BC 7b=1.10 Fc=1.10 Ft-1.10 A7-N 0.48 3262 C -5353 1914 CSI -Size- ----Lumber---- N -S3 0.41 5879 C -1881 2395 TC 0.94 2x 6 SPF-#2 Load Case # 1 Attic & Snow Loa S3-T 0.37 6059 C 2395 -344 RX D -84 2. 4 SPF-2100 Lumber Duration Factor 1.00 T -G 0.73 6306 C -344-10070 EX 94-P 2x 4 SPF-1651 Plate Duration Factor 1.00 --------Bottom Chords--------- Ex S3-G 2x 6 SPF-1651 plf - Live Dead From To YY-ZZ 0.29 232 T -214 -1240 BC 0.29 2x 4 SPF-#2 TC V 77 14 0.0' 54.1' ZZ-A1 0.29 232 T -1240 0 EX A3-S1 2x 6 SPF-#2 BC V 0 20 0.0' 54.1' A3-M 0.23 390 T 1744 -287 EX S1-S2 2x 6 SPF-1651 MA V 0 14 14.8' 20.6' M -AS 0.83 1798 C -287 -5527 EX S2-0 2x 6 SPF-2100 MA V 0 14 20.6' 34.1' A5-MM 0.75 1583 C -5527 696 CW 0.37 2x 4 SPF-02 MA V 0 14 34.1' 39.9' MM-S1 0.67 3261 T 1019 1656 WB 0.96 2x 4 SPF-#2 MA V 60 20 17.2' 26.4' Sl-LL 0.42 3261 T 1656 1782 EX A3-II 2x 6 SPF-#2 MA V 60 20 26.4' 37.5' LL-KK 0.66 5293 T 1669 913 EX M -J 2x 4 SPF-2100 MA V 0 14 0.8' 10.3' KK-JJ 0.69 5929 T 911 2152 EX L -B 2x 4 SPF-2100 MA V 0 14 0.8' 10.2' JJ-H 0.50 4012 T 2152 94 Ex F -N 2x 4 SPF-1651 R -S2 0.37 3909 T 94 358 EX K -0 2x 4 SPF-2100 S2-0 0.29 3909 T 358 -1292 ACT 0.85 2x 4 SPF-1651 Plus 6 Wind Load Case(s) O -S 0.53 5175 T -1292 4489 AWT 0.94 2x 4 SPF-#2 Plus 2 Unbalanced Load Cases S -G 0.845175 T 4489-10657 EX A6-X 2x 4 SPF-1651 ----------Chord-Webs---------- ACB 0.74 2x 6 SPF-#2 Jt React Uplft Size Req'd Al-A3 0.37 46 T 0 1744 AWB 0:70 2x 4 SPF-#2 Lbs Lbs In-Sx In-Sx A3-1I 0.00 46 T EX J -MM 2x 4 SPF-1651 ZZ 532 153 3- 8 1- 8 -------------Webs------------- WG --- 2x 4 SPF-#2 A3 4772 0 5- 8 '5- •• ZZ-AO 0.05 434 C Hz = 26 A3-II 0.53 3148 C Brace trues as follows: G 4506 0 5- 8 5- 6 II-M 0.79 3230 T O.C. From To Hz - 265 M -L 0.57 2449 C 1 Br TC Cont. 0- 0- 0 54- 1-12 M -J 0.47 4491 T BC 3- 6- 0 0- 0- 0 54- 1-12 Membr CSI P Lbs M®1st M®2nd L -J 0.96 3917 T WB 1 rows CLD on M -L ----------Top Chords---------- L -B 0.98 5686 C 0 4284 WS 2 rows CLB on L -B YY-AO 0.21 226 C -660 -2170 J -B 0.49 803 C 836 1599 WB 1 rows CLB on J -B AO-II 0.53 291 C -1342 -5773 A5-J 0.62 303 T 0 -2227 WB 1 rows CLB on F -N II-57 0.57 3482 C -5773 2963 K -F 0.81 929 T 913 -2355 Attach CLB with (2)-10d nails S7-L 0.35 3292 C 2620 3193 H -K 0.30 218 T 0 1204 at each web. L -A4 0.80 688 C 3193 -8102 F -N 0.33 3353 C 0 -690 A4-D 0.94 1455 T -8102 -695 K -N 0.33 1376 T Loading Live Dead (psf) D -A6 0.76 1455 T 855 -5400 K -0 0.21 2085 T TC 38.5 7.0 A6-Z 0.72 4402 C -5400 -2600 O -N 0.36 462 C BC 0.0 10.0 Z -AA 0.74 6455 C -2600 -1972 O -T 0.12 274 T Total 38.5 17.0 55.5 AA-S4 0.74 6455 C -1972 2263 S -T 0.06 235 C Robbins Engineering,Inc./Online Plus?71996-2006 Version 19.0.037 Engineering-Portrait 061032007 3:20:10 PM Page 1 of 2 i I The Shelburne Architects T 413.625.25a4 Joseph P.Maffei&Associates,AIA F 413.625.2329 25 Guy Manners Road s, E Shelbume,Massachusetts 01 370-963D jmattei ;yi �e1 h 5116107 Mr. Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 Re; Convenience Store 1530 Osgood Street North Andover, MA Architect's Site Visit Report#SVR 0530-2 Date of Visit: 5115107 3:30 pm Present on Site; General contractor,site contractor, carpenters and laborers,sprinkler and electrical con- tractors. Work in Progress; Exterior;site contractor working on infiltration system.Carpenters finishing entry gable. Interior;miscellaneous electrical and sprinkler work Items Requiring Attention: Fire caulk at framing is to be installed by the insulafion contractor. 50 pound per square foot loading to be posted adjacent to attic access ladder. General Comments; Exterior;gas island canopy and slab on grade complete.Convenienoe store brick masonry,siding,fascia and soffits installed. Roof and storefront windows in place making the building water tight. Interior;under slab plumbing installed and concrete slab on grade in place. Interior wood stud framing complete,blocking,naiiers and draftstopping complete. Roof trusses braced and installed as per shop drawings, ready for insulation. Electrical rough inspected, HVAC trunk lines installed,fire suppression sys- tem rough installed. All work appears to be in conformance with the original working drawings. Submitted by The Shelburne Architects V tl I13)6 y n, oject Manager 2 122 Joseph P. Mattei,AIA, Principal The Shelburne Architects is a Full Service Architectural Firm Serving MA, VT,CT, & NH. Page 1 of 1 Z-d ZZ1,6 9Z9 Ut, uewAAA leeyoiN uor e60:L L L0 LZ Aen Commonwealth of Massachusetts Official Use Only Department of Fire Services Permit No. F14�� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Checked [Rev. 111991 (leaveblanO APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be perfonned in accordance with the Massachusetts Electrical Code(MEC), 527 CMR 120 (PLEASE PRINT IN INK OR TYPE ALL INFOR,-WATION) Date: o City or Town of: To the Inspector•of Wires: By this application the undersigned gives notice ot'h s or her intention to perform the electrical work described below. Location (Street& Number) � ems. Owner or Tenant ,/✓' X�i ,�,�/ ;i+ � ' Telephone No. Owner's Address Is this permit in conjunction with abuilding p rmit? Yes No ❑ (Check Appropriate Box) Purpose of Building G�J�ya ,o4 Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No. of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work: Com lotion of the followin, table mai,be waived by the Inspector of 6Vires. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Fans TransTotal Trsformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA Above In- o.o Emergency Lighting No. of Lighting Fixtures Swimming Pool grind. ❑ rnd. E, Batte Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No. of Zones No.of Switches No.of Gas Burners No.of Detection and ,�- Initiating Devices No.of Ranges No.of Air Cond. Total No.of Alerting Devices Tons g No. of Waste Disposers Heat Pum Number Tons KW No.of Self-Contained Totals " '' "' '"."'""................ Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection No. of Dryers Heating Appliances / KW 6'�S Security Systems: No.of Devices or Equivalent No.. of Water KWNo.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No. Hydromassage BathtubsNo.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired, or as required bi,the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of 1'ability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that such overage is in force, and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: I(When required by municipal policy.) Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the ains and penalties of perjury, that the information on this application is true and complete.. FIRM NAME: �C- De't-XCo LIC. NO.: Licensee: erv-\is G: c",) Signat LIC.NO.: `/7 i (If applicable enter ' Tempt"iii the/icons ember line..) Bus.Tel.No.:�_ i1'Y J.�• 6�7 Address: X 5 wtr A N Alt.Tel.No.: OWNER'S INSURANCE WAI R: I am aware tha the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I.hereby waive this requirement. I am the(check one) ❑owner ❑ owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ /o?S'.ao e91-c, er,,td r6v,t. oh_ 6 NORTH Town of _ Andover No. rely Q dower, Mass., �-11- �— 2O COCHICHEWICK Iy ADRATED i`Pa\ l`s BOARD EALTH PERMIT TFood/Kitche ?/? 7 Septic S em r y BUILDING INSPECTOR THIS CERTIFIES THAT...... . . �vw......... .......4k,. s.. .... .....�.�1 b.�...... . Foundation has permission to erect................:.:..................... buildings on .... rid- ..... a.xw...... ►� -�...!�................ Rough to be occupied as.... �JN .Q. ....�. h! .!�' '...Shd jind i ry provided that the person accepting this permit shal in every respect co form to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations his Permit. Rough PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO S &r7 ................ Service BUILDING SPECTOR ink -7' Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To BeDone FIR EPARTMENT Until Inspected and Approved by the Building Ingpector. Burner Street No-10k, SEE REVERSE SIDE smoke Det. ,A� re 4t�l �'�`" A07 10:04A FROM: TO:197e6e22747 P:2/2 1 James D. Smith Architects LLC P.O. Box 583,West Barnstable,MA 02668 -Tel. 508-362-8733 • Fax 508-362-8744 July 30,2007 Town of North Andover, MA Alt: Gerald Brown Inspector of Buildings RE: Dunkin' Donuts, 1503 Osgood Street,North,Andover,MA Dear Mr. Drown, Jaynes D Smith,A.I.A. MA#9387 is issuing this affidavit that the above building has been built and inspected in accordance with the plans prepared by J.S.A. and under the direction of J.S.A. to comply with all applicable building codes and is ready for your final inspection and the issuance of a Certificate of Occupancy. .Any question,please call 508-362-8733 X10. Yours truly �, �A� �° ?, y Ja s U Smith �' RT►� O 0 * * V Aw APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION Building Permit# ��9 ADDRESSILOCATION OF PROPERTY : /5(33 Ogg Map Parcel rZ Lot Number -7 SUBDIVISION DATE REQUESTED FILED/READY FOR INSPECTION Z/22/07 CLOSING DATE ON PROPERTY: FIVE(5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE- INSPECTION FEE OF TWENTY DOLLARS$20.00)WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. Permit Issued to: AddressjF 7 f P SIGNED R TI CONSERVATION ` PLANNING DPW-WATER METER &1.2 7/V SEWER/WATER CONNECTION F NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANC/Y�11INSPECTION REQUEST DPW _ K�) Signature i File: Application for OC form revised Jan 2007 i Gs' A 103 St118s road•Sulte One,Salem,New Hampshire 030 19 MHE Design Consultants, Inc. TEL(603)893-0720•FAX(603)893.0733 f August 1,2007 Mr.Lincoln J)aley.Town Planner North Andover Planning Board Town of North Andover 400 09soad Street North Andover,MA t11.845 VJ.A PACSIMJLE: 97S-1188.9542 Re, Site Plan Review Special Permit 1.503 Osgood.Street,LLC Map 34 Lot 7 1503 Osgood Sttect NOT# 190105 Sub: Site Plan Compliance Dear Mr.Daley: that the above referenced Project was constructed i rt substantial cotnplianee with the We bEreby roved by the planning Board in the Notice of Decision dated June 21,2006. Site Development Plans as aPD ovided ot.►site are the freestanding sign and the vacuum island Two outstanding items not crurently pi ding sign bas beca.constructed,but the sign bas not been units. The concrete fmmdation for the freestan installed at this titue. The vacuum island unit will be ia5talled when itis received from the vendor. Please contact our office if you have any questions. Sincerely, AF Desi ts,Inc- C. ontei PE P 'ncip ���1H OF FRANK C. y a MONT5IR0 �:.1� CIVIL y No.36341 CR 190105 �'oe•�FCrST ET 4 FCM/cmt NAL CC;David Murray—Ranger Developmetu John Smolak—SmOlak&Vaughan LLP—via fax 978-327-52.19 1::\Project NBng\1901.051Cx"hance l ftcr.doc f ENGINEERS • PLANNERS SURVEYORS NORTFi O G coc.uinwrcw 1' A_9 � 7.95 RgTID rPa��C S gcHus PUBLIC HEALTH DEPARTMENT Community Development Division CEq(2I FICA2E O F' V1� CO� �I.� CE � As of: ,duly 27, 2007 ,This is to cert that the individuaCsubsurface dzsposa(system received a SA,TISEACZORTINS(PMONof the: Complete Septic System Construction Constructed By: 1David�W urray At: 1503 OsgoodStreet Wap 34, .Got 7 North Andover, 9V,4 01845 ,The Issuance o this certificate shaCC not 6e construed as a guarantee that the stem wiir fg � function satisfactorily. ,i(-�,4-v-,.i Susa&Sawyer cPu6Cic Ylea�th Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com Gf NOfl7M� A 9SSACN115�4� CERTI CATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 824 ,6/1.1/07 Date: August 2, 2007 THIS CERTIFIES THAT !S a/ THE BUILDING LOCATED ON L5�01 Osgood Street MAY BE OCCUPIED AS Dunkin Donuts — Food Establishment IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLE'. Certificate Issued to: Greg Nolan — Dunkin Donuts 1503 Osgood St NoA Andover MA 01845 Building in pector i i i t The Shelburne Architects T 413.6252584 Joseph P.Mattei&Associates,AIA F 413.625.2326 25 Guv Manners Road E imaAV6QN1 a5I).t She.bume,Massachusetts 013110-9630 7126/07 Mr. Gerald Brown Inspector of Buildings 1600 Osgood Street North Andover, MA 01845 Re: Convenience Store 1503 Osgood Street North Andover, MA Dear Mr.Brown, This letter is to inform you that on Wednesday,July 25,2007, 1 made a final inspection of the above named project. With the exception of some minor punch list items,the convenience store is essentially complete, ready to use and safe to occupy.The work completed looks good and appears to be in conformance with the approved working drawings. Pending the issuing of the final affidavits and required final inspections by your office and the Town of North Andover, l would recommend that Certificate of Occupancy be issued. If you should have any questions please give me a call. Submitted by The Shelburne Architects f Jo yJI) ct Manager 13)622 Joseph P. Mattei,AIA, Principal s c JOSEPH P,MATTEt -A 'l No. 396T �- 0A GREENFIELD,IIR �f OF ItaS�'4 The Shelburne Architects is a Full Service Architectural Firm Serving MA, VT, CT, &NH. Page 1 of 1 Z-d ZZ I.6 9Z9 £lti ueLUAM Iaeyol W uor e59:O 1 LO LZ Inf NORTH q TOWN OF NORTH ANDOVER 0 OFFICE OF ° - BUILDING DEPARTMENT A + 1600 Osgood Street 9 q�A-Ts.♦Q*`y e5 Building20 Suite 2-36 �SSAC►tUs�i North Andover,Massachusetts 01845 Telephone(978)688-9545 Gerald A.Brown Fax (978)688-9542 Inspector of Buildings AFFIDAVIT FOR FINAL COST OF CONSTRUCTION In accordance with the provisions o the Massachusetts State Building Code, Article 1, Section 110.4 and 114.2, the total estimated cost of the construction including all related construction costs* of the building located at S'6 D.s (,2d :(2 amounts to being the person referred to as the owner identi ied below, do solemnly swear dat the statements made herein are strictly true and correct and made in good faith. *Related construction costs included all work done with or concurrently with the work contemplated by the Building Permit including demolition, plumbing, heating, electrical, air conditioning, painting, carpentry, landscaping, site improvement, etc. Furnishings and portable Zient e not part of the total construction costs. I Signature of O her COMMONWEALTH OF MASSACHUSETTS �UCIy S 7^ S.S. S� _2007 Then personally appeared the able named on n A FYI IA&D6-L' and Made an oath that the above statement is true. Before, Me, DONNA M.WEDGE NOTARY Pueuc F' ! COMMONWEALTH OF MASSACHUSETTS z rely Comm.Expires Aug.7,Moog Notary Public OFFICIAL USE: Final Cost: Original Estimate cost of general work: Cost Difference: Additional Fee Required: - ---- -- -4 TO AMEND FEE UNDER PERMIT NO.: Inspectional services Department 2005 I'Afinalcostaftidavid'onn Strict code enforcement makes the town safer Before buying, renting, leasing check zoning BOARD OF APPEALS 688-9541 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 NORTii Town of : sAndover O ...,. w`4 ;, to No. 17 o doverMass. Ln 1 f i - co /Z,10 W"C CHICHEWICK V AA. DRATED PPa` �y S � BOARD FAITH a.7 Food/Kitche . PERMIT T D Septic System 24 a J L P OR _. THISCERTIFIES THAT.......... ' ... ................:.. .... /� ... .................................... .............................. tion .-. . �-, has permission to erect........................................ buildings on.. ... ........ .. �. ............ .................. 0 to be occupied as............... Ef...---- 1..1' / Ch' e ... ... .... ........................................ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Fina this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. LUMBING INSPECTORr VIOLATION of the Zoning or Building Regulations Voids this Permit. ,, Rough'"k 7�j a PERMIT EXPIRES IN 6 MONTHS - ELECTRICAL INSPECTOR UNLESS CONSTRUCTI STARTS Rough �0�,1t2 ....... ... Service ... . .. . ... .. ........ ........ BUILDING R Occupancy Permit Required t0 Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Removea 7"7/! No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner �- Street No. Gly; Smoke Det.L►�° -11 SEE REVERSE SIDE .� A ONOWT a7M °�A'•o v A0 ' O p �99SACWUS�� CERTIFICATE OE & OCCUPANCY ✓1 TOWN OF TH ANDOVER Building Permit Number 569 (3/1/07) Date: August 2, 2007 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1503 Osgood Street MAY BE OCCUPIED AS Gas Station, Retail Store IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: David Murray 2 Bridgei iew Circle Tvnsborough MA 01879 Building Inspector Town of North Andover Page 1 of 1 ❑ Base Map Zoning 2008 Aerials Watershed Zone Utilities [ISize❑❑❑ Selection Legend Location Markup I ❑# Help Scale 1"=172 ft Select Parcels 1.1.� -JD', u 0 140-01 ((show all) ', 05140-01 Owner ;Address Lot Size 034"51 11503 OSGOOD STREET LLC;1503 OSGOOD STREET 6.08 034.0-0050 I I , aD oom cnIYs 1 selected To Mailing Labels To Spreadsheet l I 06 -0006 ❑ Property Building Permits Planning Septic Pini 0340-0017 Print Owners 1503 OSGOOD STREET LLC -" Owner2 Address 1503 OSGOOD STREET f Map/Lot 034.0-0007-0000.0 2 03440-0016 0340-0052 034404006 Lot Size 6.08 sq.ft. Fiscal Year 2009 Land Use 334 Code y; Last Sale 6/12/2003 Get Pictometry Imag1 j,Go 0.0.0 AppGeo Save Map as Image I I http://maps.mvpc.org/NorthAndovermimapNiewer.aspx 7/12/2010 l Commonwealth of Massachusetts Official Use Only Department of Fire Ser ices _ ," ' --P snit o. 6 Occu and Fee Checked anc BOARD OF FIRE PREVENTION REGULATIONS p y APR - 9119,9711/991 (leave blank] APPLICATION FOR PERMITT � ,-(RvE(RFw0fR�I D(ELRiCTRICAL WORK All work to be.perfonned in accordance with the ass8ehtg is lm�i4t011fode�( 1EC),527 COIR 12.00 (PLEASE PRINT IN INK OR TYPE A LL INFO PLWA TION) Date: City or Town of: To the.Ins ector o Wires: .�t P f By this application the undersigned gives no-ic.e of his or her intention to perform the electrical work described below. Location (Street& Number) l/3 c Owner or Tenant /,�6� j(' � ��' Telephone No , Owner's Address I// G✓ S-1 . S Is this permit in conjunction with a building permIjt? Yes No 1:1 (Check Appro riate Box) Purpose of Buildir v7//,FMg ve E ✓)�Ya Utility Authorization No. p Q71 Existing Service Amps / Volts Overhead ❑ Undgrd ❑ No.of Meters New Service A610 AmpsVoits Overhead❑ Undgrd"N No.of Meters Number of Feeders.and Ampacity Location and Nature of Proposed/Electrical Work: '] J'P t�1 S� Wr✓� .oar✓ 6 i ,q i 1 ��� - -:910 Corn lesion o the ollowin. table mai,be waived br the Inspector o !Vires. of No.of Recessed Fixtures No.of Ceil: TranSusp.(Paddle)Fans s Total —` Trsformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ Inoo Emergency Lighting - rnd. rnd. ❑ Bat.te Units No.of Receptacle Outlets No.of Oil Burners FIRE ALARMS No.of Zones No.of Switches No..of Gas Burners. No.of Detection and Initiating Devices No.of Ranges No.of Air Cond. Tonal l0 No.of Alerting Devices No.of Waste Disposers Heat Pump Number Tons KWNo.of Self-Contained Totals: Dete0on/Alerting Devices No.of Dishwashers Space/Area Heating KW Loca1v Municipal [I Other Connection No. of Dryers Heating Appliances KW Security Systems: � No.of Devices or Equivalent No..of Water KW No.of No.of Data Wiring: Heaters Signs IP4- Ballasts No.of Devices or Equivalent No. Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Eciuivalent OTHER: ■ Attach additional detail if desired, or as required bi,the Inspector of Wires. INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The undersigned certifies that suchoverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: (When required by municipal policy.) Work to Start: - - Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pai andpenalties of perjury,that the information on-this application is true and complete. FIRM NAME: G'C911.1Co c: - LIC.NO.: Licensee: ,f I- ?,o .J Signatu LIC. (If applicable,enter "exem lin the license number line.) Bus.Tel.No- 7-4/39-2237 Address: /�U• cSG >aS'S ��,�,-,�on�r' J JIJ� �.3�doZ Alt.Tel.No.: OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I.hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent Signature Telephone No. PERMIT FEE: $ 7020.40 C 6 Town of North Andover Building Department t10RTH 6gti0 ' �c 9SSACHU`�ES July 12,2010 John T. Smolak,Esq. Smolak&Vaughan LLP East Mill,21 High Street, Suite 301 North Andover,Massachusetts 01845 Re: Property: 1503 Osgood Street Zoning Confirmation Letter Dear John: I have reviewed your July 6,2010 letter with enclosed site plans dated May 13,2010(Rev.June 28, 2910) concerning 1503 Osgood Street,as well as the May 14,2010 application filed with the Planning Board. I have also reviewed the Zoning Bylaw as it pertains to the existing gasoline station improvements as well as the proposed project. Accordingly,I have made the following zoning determinations. Existing Gas Station/Convenience Store Improvements 1. Since the existing gasoline station/convenience store improvements were constructed prior to the enactment of the CDD 3 provisions of the Zoning Bylaw in May,2008,those existing improvements constitute pre-existing lawful nonconforming structures and uses in conformance with the provisions of Section 9.1 of the Zoning Bylaw,and which may continue to be operated. 2. The fact that the proposed Project will tie into the existing Title 5 septic system current serving the existing improvements and will result in associated grading would not constitute a change,extension or alteration of the preexisting lawful nonconforming use and structure within the meaning of Section 6 of Chapter 40A,or Sections 9.1 and 9.2,of the Zoning Bylaw,so that no relief would be required from the Zoning Board of Appeals for such tie-in and associated grading. Proposed Storage/Office Building I have also reviewed the plans and accompanying application for the proposed project which includes the construction of new 16,527 s.f.building including 4,127 s.f. of second floor office space,28 new parking spaces;and,associated landscaping,lighting,stormwater and other improvements shown on the site plans,and I have determined the following: 1. The entire 6.1-acre property is located entirely within the CDD Zoning District as a result of the rezoning which occurred in 2008. 2. The uses of proposed building for warehousing/storage and office use is permitted within the CDD 3 Zoning District under Section 16.4 of the Zoning Bylaw. Town of North Andover Building Department f t%ORTH q O L A 9SSACHUS�� 3. Provided the project meets all dimensional and other design criteria under Section 16 for projects located within the CDD District,the Project will comply with the Zoning Bylaw. Let me know if I can be of further assistance. Sincerely, GeraldBr wn o n Building Commissioner GB/ cc: Zoning File