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HomeMy WebLinkAboutMiscellaneous - 601 CHICKERING ROAD 4/30/2018 Chic601 HICKERING ROAD / 210/084.0-00240000.0 Town of North.Andover p;ORTh Office of the Building Department Community Development and Services Division William I Scott,Division.Director 27 Charles Street North Andover,Massachusetts 01945 D. Robert I�licexta Telephone(978)688-9545 Building Commissioner Fax(978)688-9542 December 26,2000 Ms.Lynne M Shay,Assistant Treasurer Branch Mail �neham S auk 1-1:=01845 01 Chidoeting R 01845 Re:Promotion Banner Dear Ms. Shay: This is to corf m our conversation of this date giving permission to erect a promotional banner an your • building commencing on January 1 through January 31,2001. The building department was not supplied with the method of anchoring the banner to the structure,dno+efare the firm erecting the banner will be held responsible for the proper method of attachment it would be of assistance in the future that your need for temporary signage be submitted to the building department fly thirty(30)days in advance for review. The building dent will,this time,waive the temporary sign permit fee.Please make every effort to remove the baimo m the allowed time frame.Good Inds with your promotion program. Yaws truly, D_Robert Nroetta Building Commissioner Cc:Kathy O'Neill,Administrative Secretary BOARD OP APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 REALTH 688-9540 PLANNING 688-9535 r i Town of North Andover � NaRTh OFFICE OF a�a� o....... . . COMMUNITY DE` -ELL TNIENT AND SERVICES } .- • 27 Charles Street North Andover, Massachusetts 0 1845 � Fax (973) 683-9542 FAQ TRANSMISSION Date: [x oTime: 3`°z No. of Pages R �✓ To: .�yq.� v itN C7 L From: I&O/S N c_Z• Subject: Building Dept Fax Number 978-688-9542 Send to Fax No: Y7$ REMARKS* 9� 1 1 BOA-RD OF,APPS ALS 633-9541 2Uli D[i G 633-9545 CONSERV.ki-.ON 633-9570 HE,=-LT"l 635-9540 PL.-t,-, iit fG 633-9575 Mark H. Rees Town Manager Town North Andover Memo To: D. Robert Nicetta From: Kathy O'Neill,Administrative Secretary Date: December 21,2000 Re: Stoneham Savings Bank-Permission to hang banner Stoneham Savings Bank is having a promotion in January and would like to hang a banner on the building to advertise. They are looking to hang the banner for most of the month of January. • Please send me your recommendation. I would like to thank you in advance for your cooperation regarding this matter. 0 Page 1 STONE HAM SAVI CICS BANK December 14, 2000 Board of Selectmen Attn: John Leeman Town Hall North Andover, MA 01845 Dear John: We are having a promotion in January and would like to hang up a banner, on the building to advertise. The banner would be up from January 1 st or 2nd thru January 31 st. I hope this is something the Board will approve. Let me know as soon as you can. Thank you. Sincerely, Lynne M. Shay \. Assistant Treasurer Branch Manager • 601 CHICKERING ROAD NORTH ANDOVER, MASSACHUSETTS 01845 TEL 978/794-1700 FAX 978/688-3493 www.stonesay.com Town of North Andover K Office of the Building Department Community Development and Services Division William J.Scott,Division Director 27 Charles Street �s�c D. Robert Nicetta North Andover,Massachusetts 01845 Telephone(978)688-9545 Building Commissioner Fax(978)688-9542 Mr.Andrew V.Melnikas P O Box 392 North Andover,Ma 01845 Re:Map—066,Parcel—0007 Dear Mr.Melnilm& Pautcant to the North Andover Zoning By-Law Section 7,ParaBtaph 7.9(1)`5a residential lot must be mutt be Barfly laid out and recorded by plan or deed prig to January 9,1957 and that such lot shall have a minimum street f mt*e of 50 fleet and a minimum lot area of 5000 square feet". The documents as supplied by you indicate a frontage of apprmdmately 47 feet and a lot area of 4791 square feet and as such do not meet the criteria of the Zoning By-Law. Therefore I am of the opinion the lot is non-buildable. • Please call my office at 978-68&1683 if you require fWther assistance. Yours truly, D.Robert Nic dta Building Commissioner • BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Cot)\ �h,Q144Location f No. cup —I' Date o - TOWN OF NORTH ANDOVER c °' i W, Certificate of Occupancy $ * Building/Frame Permit Fee $ 0 Foundation Permit Fee $ Other Permit Fee STI $ TOTAL $ Check# t5� 26703 Building Inspector poRTH o i ' TOWN OF NORTH ANDOVER SIGN PERMIT �.4 A�RwTED HPa`�'�5 SSRCHUS� DATE: August 8, 2013 PERMIT: 006-14 THIS CERTIFIES THAT Salem Five Bank has permission to erect. on 601 Chickering Road — Double Sided Ground Sign — 66" x 60" — "Salem Five Bank 24 Hour ATM" provide that the person accepting this Permit shall in every respect conform to the terms of 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 Inspector of Buildings Amount Paid:$30.00 Check 2555 Receipt 26708 "Ik SIGN PERMIT APPLICATION 1600 Osgood Street Building 20, Suite 2-36 TOWN OF NORTH ANDOVER _ Site Owner �e Applicant �a<.�f-G��r �-�-�• Tel Site Address 0,&;/ �!-z/cl���cs �� Size of Proposed Sign May Parcel Illumination: a)Not illuminated How attached: a)Against the wall b) Internally illuminated b) Roof externally illuminated c) Ground L •�s-��. -s�� d) Other Materials: ,-//moo-z r.-v­1 Proposed Colors: Background Lettering Border Cost of Sign 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 with the Sign Officer containing such information including photographs,plans Color sample 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 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 (Lr� If Yes,Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: �,��r1 3 Receipt# Check# Revised 10.31.2006Form Sign Permit Application SIGNATURE OF APPLICANT APPROVED BY o fir.i 66" Y on 00 � TM4rrx r •G Ng �y 1 60" (5 � Existing24 Hour ATM z� Li Li p" 24 Hour ATM Double Sided Externally Illuminated Ground Sian - Extruded Aluminum Cabinet& Posts a -Spray Finish Two (2) Colors With Acrylic Polyurethane - 3M High Performance Vinyl Graphics Install In Place Of Existing Cabinet Proposed Project: Salem Five Bank_ Location: Job Description: Revised DD BATTEN BROS. Salesman: Jeff Designer: Ronald Salem Five Bank -- Sign Advertising 601 Chickering Road Ground Sign g g Scale: 3/8" =1'-0" N.Andover, MA Replacements 93 MAIN STREET,WAKEFIELD, MA 0 0 0 Date: 6/11/13 Sketch #: 53285 File Name: Salem Five-Stoneham Savings N.Andover.cdr .► t 66„ yyk t r� "" ._.�f � '��l:Tll:llti W'•a t-�+as-mow h f Q Q Existing24 Hour ATM LrU S\f � -h MNk 24 Hour ATM Double Sided Externally Illuminated Ground Sign - Extruded Aluminum Cabinet& Posts -Spray Finish Two (2) Colors With Acrylic Polyurethane 3M High Performance Vinyl Graphics #, n - Install In Place Of Existing Cabinet Proposed f Project: Salem Five Bank Location: Job Description: Revised-- BATTEN evised_BATTEN BROS. Salesman: Jeff Designer: Ronald Salem Five Bank —_ Ground Sign Sign Advertising 601 Chickering Road g Scale: 3/8" =1'-0" N.Andover, MA Replacements 893 MAIN STREET,WAKEFIELD, MA 01880 E (781)245-4800 ;r; Date: 6/11/13 Sketch #: 53285 File Name: Salem Five-Stoneham Savings N.Andover.cdr i The Commonwealth of Massachusetts ' Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 4 4r,r 9: .__ www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Batten Bros. , Inc Address: 893 Main Street City/State/Zip: Wakefield, MA 01880 Phone #: 781-245-4800 Are you an employer?Check the appropriate box: Type of project(required): 1.2 I am a employer with 15 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed ori the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition workingfor me in an capacity. employees and have workers' Y9. E]Building addition [No workers' comp.insurance 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 1.1.❑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' 131A Other Sign 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. $Contractors 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: Travelers Indemnity Company Policy#or Self-ins. Lic.#: 6 KUB-4 8 2 4 PO 8-7-11 Expiration Dater 8/27/13 Job Site Address:�©/ Cl- �� City/State/Zip: � e��-c-��,/=�J/-��18" 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 Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Sienature: Date: Phone 4f: 781-245-4800 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#: TRAVELERS, WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6KUB-4824PO8-7-12) RENEWAL OF (6KUB-4824PO8-7-11 ) INSURER: THE TRAVELERS INDEMNITY COMPANY 1 NCCI CO CODE: 11347 INSURED: PRODUCER: BATTEN BROTHERS INC NORTHSTAR INS SERVICES 893 MAIN STREET 300 FRIST AVE STE 100 WAKEFIELD MA 01880 NEEDHAM MA 02494 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 08-27-12 to 08-27-13 12;01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in �= item 3.A. The limits of our liability under Part Two are: t w Bodily Injury by Accident: $ 500000 Each Accident o Bodily Injury by Disease: $ 500000 Policy Limit o: Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: o= SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o= 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All required information is subject to verification and change by audit to be made ANNUALLY q J DATE OF ISSUE: 08-30-12 WC ST ASSIGN: MA OFFICE: ORLANDO INDUS AFF 161 PRODUCER: NORTHSTAR INS SERVICES 24PNT 001547 Location No. V� ( " �"F Date d r o - TOWN OF NORTH ANDOVER Certificate of Occupancy $ a q Building/Frame Permit Fee $ 0 a Foundation Permit Fee $ © d Other Permit Fee $ p, TOTAL Check# l�r17 26709 ` Building Inspector pORTH o��t�ac e�ti 0 TOWN OF NORTH ANDOVER 16 �[ / q co^T D'W" �' SIGN PERMIT 7 �RTESPP �y �SSgCHU DATE: August 8, 2013 PERMIT: 007-14 THIS CERTIFIES THAT Salem Five Bank has permission to erect. on 601 Chickering Road — Wall Mounted Siqn — 86.6" x 70.5" "Salem Five Bank" provide that the person accepting this Permit shall in every respect conform to the terms of 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 Inspector of Buildings Amount Paid:$36.00 Check 2555 Receipt 26709 4�Il� ' SIGN PERMIT APPLICATION 1600 Osgood Street Building 20, Suite 2-36 TOWN OF NORTH ANDOVER Site Owner G� Applicant T ' `- �Tc95 Tel ;79-7 — Z��—' Site Address 6�l C�%G��—��� � � Size of Proposed Sign6 Map Parcel Illumination: a)Not illuminated How attached: a)Against the wall-S �/S�i�� ��� b) Internally illuminated b)Roof externally illuminated c) Ground d) Other Materials: Z!& Y: Proposed Colors: Background ✓��/� � �� Lettering Border Cost of Sign 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 with the Sign Officer containing such information including photographs,plans Color sample 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 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 If Yes,Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: /_�3 Receipt# Check# 2 Revised 10.31.2006Form Sign Permit Application SIGNATURE OF APPLICANT APPROVED BY i em STONE +--r SAVINGS A division of Salem_ Five Bancorp lik A N K x Existing 23.75" Proposed Salem U? "e CD N.A Fi -�✓ Non Illuminated Acrylic Letters - 1" Thick Acrylic Letters - Stdto Wall B A N K - Paint odunted 294C Blue Letters & Sunflower Yellow Swoosh Logo 9.5" 86.6" Project: Salem Five Bank Location: Job Description: Revised i- �' BATTEN BROS. - Salem Five Bank Non Illuminated F ; � ,Salesman; Jeff Designer: Ronald i ti Sign Advertising 601 Chickering Road versn ---— g gScale: 3/8" =1'-0" N.Andover, MA Acrylic Letters 893 MAIN STREET,WAKEFIELD, MA 01880 (781)245-4800 Date: 6/11/13 Sketch #: 53285 File Name: Salem Five-Stoneham Savings N.Andover.cdr N y e em STONEHAM �•�j SAVINGS Y A division of Salem Five Bancorp Q A N K 2' .Existing 23.75" Proposed Salem Co FiV6 Non Illuminated Acrylic Letters - 1" Thick Acrylic Letters B A N K - Stud Mounted to Wall 4- - Painted 294C Blue Letters & Sunflower Yellow Swoosh Logo 9.5" 86.6" Project: Salem Five Bank Location: Job Description: Revised BATTEN BROS. ; --- Salem Five Bank , ,Salesman: Jeff Designer: Ronald Non Illuminated Si n Advertisin -- - 601 Chickering RoadED g Advertising „ Acrylic Letters Scale: =1'-0 N.Andover, MA --------- 893 MAIN STREET,WAKEFIELD, MA 01880 (781)245-4800 Date: 6/11/13 Sketch #: 53285 File Name: Salem Five-Stoneham Savings N.Andover.cdr - .. - . 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): Batten Bros. , Inc Address: 893 Main Street City/State/Zip: Wakefield, MA 01880 Phone#: 781-245-4800 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 15 4. ❑ I am a general contractor and I 6. E]New construction employees(full and/or part-time).* have hired the sub-contractors 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 d have workers' employees an working forme in any capacity. � 9. E]Building addition [No workers' comp.insurance 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 1.1.❑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' 13.9 Other Sign 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. $Contractors 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: Travelers Indemnity Company Policy#or Self-ins.Lic.#: 6 KUB-4 8 2 4 PO8-7-11 Expiration Date. 8/27/13 Job Site Address:_ ©! City/State/Zip: 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 Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 781-245-4800 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#: A TRAVELER5.1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6KUB-4824PO8-7-12) RENEWAL OF (6KUB-4824P08-7-11 ) INSURER: THE TRAVELERS INDEMNITY COMPANY 1. NCCI CO CODE: 11347 INSURED: PRODUCER: BATTEN BROTHERS INC NORTHSTAR INS SERVICES 893 MAIN STREET 300 FRIST AVE STE 100 WAKEFIELD MA 01880 NEEDHAM MA 02494 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 08-27-12 to 08-27-13 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA �= B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit o Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: o= SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE o= I .. ,. 4. The premium for this policy will be determined by our Manuals of Rules,Classifications, Rates and Rating Pians. All required information is subject to verification and change by audit to be made ANNUALLY. DATE OF ISSUE: 08-30-12 WC ST ASSIGN: MA OFFICE: ORLANDO INDUS AFF 161 PRODUCER: NORTHSTAR INS SERVICES 24PNT 001547 Date . • ..rTLR.ila TOWN OF NORTH ANDOVER PERMIT FOR WIRING This certifies that . . I—M 4-�-. . . 'A L. . . . . . . . . . . . has permission to perform . . . . . . . .TM.���T' . . . . . . . . . . wiring in the building ofo at . . .�. . .� /l r?!�j. . . . . . . . . North Andover, Mass. Fee . NoJC). .? . . . J ELECTRICAL INSPEC OR Check# / 3S9 1 � i ) o Commonwealth of Massachusetts Official Use ��Only ?, as Permit No. f Department of Fire Services a Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 11/99] leave blank > ( ) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(MEC),527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date: 11 s( I t ;( City or Town of: (dor X Ando\)cT To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform the electrical work described below. Location(Street&Number) 1� 0 Owner or Tenant A �,,� 5 �������, ,^ S y�;n Telephone No. Owner's Address Coo 1 , Is this permit in conjunction with a building permit? Yes 0 No El (Check Appropriate Box) Purpose of Building b&,A 'K 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: V` o J.,e i ov IS w 5 EPA ar 1Acy c C-w paw' „c' k,10— Completion ,Com letion of thefollowing table may be waived by the Inspector of Wires. No.of Recessed Fixtures No.of Ceil:Susp.(Paddle)Fans No.of Total Transformers KVA No.of Lighting Outlets No.of Hot Tubs Generators KVA No.of Lighting Fixtures Swimming Pool Above ❑ In- E:] No.o Emergency g y g m g rnd. grnd. Battery 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 No.of Waste Disposers Heat Pump Number Tons KW No.of Self-Contained Totals:I. I Detection/Alerting Devices No.of Dishwashers Space/Area Heating KW Local ❑ Municipal ❑ Other Connection \. No.of Dryers Heating Appliances KW Security Systems: No.of Devices or Equivalent .. o.of Water KW No.of No.of Data Wiring: Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total HP Telecommunications Wiring: No.of Devices or Equivalent OTHER: Attach additional detail if desired,or as required by 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 such coverage is in force,and has exhibited proof of same to the permit issuing office. CHECK ONE: INSURANCE 0 BOND ❑ OTHER ❑ (Specify:) (Expiration Date) Estimated Value of Electrical Work: ;5 O b . °o (When required by municipal policy.) Work to Start: 1 3 I ;a l-1, Inspections to be requested in accordance with MEC Rule 10,and upon completion. I certify, under the pains andpenallies ofperjury,that the information on this application is true and complete. FIRM NAME: BLM&C Electrical Corporation, Inc. LIC.NO.: 1008MR Licensee: Stephen Bates Signature LIC.NO.: E29329 (If applicable, enter "exempt"in the license number line) Bus.Tel.No.- 978-887-9700 Address: 461 Boston Street, Suite C4, Topsfield, MA 01983 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: $ 'S Location (,4f a64e-'-vw� I�� No. Date Q�— • - TOWN OF NORTH ANDOVER All, 4 ,74 Certificate of Occupancy $ r , Building/Frame Permit Fee $�b Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#eQ?> Z �- r 25600 Building Inspector NORTH o 0 TOWN OF NORTH ANDOVER � bh T D�A�« �:7.,, \'-'. * SIGN PERMIT ORATED )'? �SSAC HUS DATE: August 9, 2012 PERMIT: S002-2013 THIS CERTIFIES THAT Stoneham Savings Bank has permission to erect. Reskin existing Siqns —Ground Sign 54"x66" and lettering on building 65"X24" both to read Stoneham Savings — A division of Salem Five Bancorp on 601 Chickering Road, North Andover, MA 01845 provide that the person accepting this Permit shall in every respect conform to the terms of 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 Inspector of Buildings Receipt: 25600 Paid 60.00 Check No#: 2373 w r SIGN PERMIT APPLICATION 1600 Osgood Street–Building 20, Suite 2035 TOWN OF NORTH ANDOVER Map Parcel 0 y DATE SUBMITTED A J`�- Site Owner ScyUFHAM �JAy��.IUS�AN� Applicant�AT1 �, - Tel Site Address 60k Size of Proposed Sign �> SE 5�.� DAvAt� FOAL��nr��tls�b��1 S INTERNALLY ILLUMINATED SIGN PROHIBITED How attached: a) Against the wall L b) Roof Illumination: ' c) Ground Externally illuminate d) Other Materials: h.C_2xU C. Proposed Colors: Background W\A\-TL Lettering 13i-v Ez yrz_k_�w Border—ya/L\ Reauired Attachments: Photographs of building Note: No permanent/temporary sign shall be erected, or enlarged until an Material sample application on the appropriate form furnished by the Sign Office has been Color sample filed with the Sign Officer containing such information including Site or Plot Plan (Required for all free-standing signs) photographs, plans and scale drawings, as he may require, and a permit Drawings of proposed sign for such erection, alteration, or enlargement has been issued by him. Other, specify Such permit shall be issued only of the Sign Officer determines that the sign complies or will comply with all applicable provisions of the By- Law. / Will sign overhang any public road or walkway Yes ( ) No (.� If Yes,Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: Ali; APPLICANT 1 ONd"A STONEHAM w VINt3B �TpAN y SAYINGS division of Salem Five Banwrp _ Existinq New Letters 1. 65" W 16:S T(C.) N Ell I M SAV I NNGS 9"IA division of Salem Five Bancorp I_ �I 6'-0" -Remove Existing Letters -Patch& Paint Background - New.25" Painted Acrylic Letters, Star& Swoosh -Aluminum Panel With Vinyl Graphics"A Division of..." - BATTEN BROS. ; Project: Salem Five Bank Location: Job Description: Revised ,�. Salesman: Jeff Designer: Ronald 601 Chickering Road Sign Advertising ----- --- North Andover, MA Acrylic Letters - --- Scale: 1/2" -1'-0" 893 MAIN MAIN STREET,WAKEFIELD, MA 01880 -- - —- — ---- -- - ---i--- -- -- (781)24.5-4800 Date: 6/19/12 Sketch #: 52148 File Name: Division of Salem Five-No.Andover.cdr --- - The Commonwealth of Massachusetts Department of Industrial Accidents tz' 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): Batten Bros . , Inc Address: 893 Main Street City/State/Zip: Wakefield, MA 01880 Phone#: 781-245-4800 Are you an employer?Check the appropriate box: Type of project(required): 1.® I am a employer with 15 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 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 workingfor me in an capacity. employees and have workers' Y � 9. E]Building addition [No workers' comp.insurance 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.❑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 Sign 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. $Contractors 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: Travelers Indemnity Company Policy#or Self-ins.Lic.#: 6 KUB-4 8 2 4 PO 8-7-11 Expiration Date: 8/27/12 Job Site Address: 601 Chickering Road City/State/Zip: No Andover, MA 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 Investigations of the DIA for insurance coverage verification. Ido hereby certify Vunder the pains and penalties of perjury that the information provided above is true and correct. Si ature: Jeffrey Sarra Date: Phone#: 78 -245-4800 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 M RightFax N1-1 10/4/2011 12 : 50: 26 PM PAGE 3/025 Fax Server TRAVELERS WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY TYPE AR INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (6XUB.-4824P08-7-11) i NEW-11 i i INSURER: THE TRAVELERS INDEMNITY COMPANY NCCI CO CODE: 11347 INSURED: i PRODUCER: BATTEN BROTHERS INC I NORTHSTAR INS SVCS INC 893 MAIN STREET 300 FIRST AVE STE 100 WAKEFIELD MA 01880 NEEDHAM MA 02494 Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s) attached. 2. The policy period is from 08-27-11 to 08-27-12 12:01 A.M. at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applil s to the Workers Compensation Law of the state(s) listed here: MA B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies towork in each state listed in item 3.A. The limits of our liability under Part Two are: Bodily Injury by Accident: $ 500000 Each Accident Bodily Injury by Disease: $ 500000 Policy Limit Bodily Injury by Disease: $ 500000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states, if any, listed here: COVERAGE REPLAICED BY ENDORSEMENT WC 20 03 06A D. This policy includes these endorsements and schedules: SEE LISTING OF ENDORSEMENTS — EXTENSION OF INFO PAGE 4. The premium for this Oolicy will be determined by our Manuals of Rules, Classifications, Rates and Rating Pians. All required inf rmation is subject to verification and change by audit t'o be made ANNUALLY. I DATE OF ISSUE: 09-281-11 AA ST ASSIGN: MA_ OFFICE: ORLANDO INDUS AFF 161 PRODUCER: NORTH STAR INS SVCS INC 214PNT I , p10RTFt Q. It 0. LED /6�ww-- 'Y 3= '� •6 o L o - TOWN OF NORTH ANDOVER 4L SIGN PERMIT ORATED APP .�5 �SSAC HUS�� DATE: August 9, 2012 PERMIT: S002-2013 THIS CERTIFIES THAT Stoneham Savings Bank has permission to erect. Reskin existing Signs —Ground Sign 54"x66" and lettering on building 65"X24" both to read Stoneham Savings — A division of Salem Five Bancorp on 601 Chickering Road, North Andover, MA 01845 provide that the person accepting this Permit shall in every respect conform to the terms of 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 el-�' <��_ Inspector of Buildings Receipt: 25600 Paid 60.00 Check No#: 2373 'Or � SIGN PERMIT APPLICATION 1600 Osgood Street-Building 20, Suite 2035 TOWN OF NORTH ANDOVER Map S �"� Parcel 002-`A . DATE SUBMITTED 2.- Site Owner S tv OF H AM cJ Av �.11sS A 4\1L Applicant a A ������, �- Tel Site Address 6yk G"kC_V.y-TLkZOA�. Size of Proposed Sign SH INTERNALLY ILLUMINATED SIGN PROHIBITED How attached: a) Against the wall b) Roof Illumination: a 2q= c) Ground -.X\ST\4,=r Sb+1Extern a y illuminated d) Other Materials: A�-uM ►�.t� l Proposed Colors: Background 3Ly Lettering Border wy�TF Required Attachments: Photographs of building Note: No permanent/temporary sign shall be erected, or enlarged until an Material sample application on the appropriate form furnished by the Sign Office has been Color sample filed with the Sign Officer containing such information including Site or Plot Plan(Required for all free-standing signs) photographs, plans and scale drawings, as he may require, and a permit Drawings of proposed sign for such erection, alteration, or enlargement has been issued by him. Other, specify Such permit shall be issued only of the Sign Officer determines that the sign complies or will comply with all applicable provisions of the By- Law. Will sign overhang any public road or walkway Yes ( ) No (J�/ / If Yes,Name of Agency who will provide liability insurance: 12(9 AN INCOMPLETE APPLICATION WILL NOT BE ACCEPTED DATE FILED: AIL U" APPLICANT �3v Batten Bros. Signs & Awnings Since 1946 Jeffrey Sarra Account Representative Batten Bros.,Inc. 781.245.4800 Ext 14 893 Main Street 617.212.2367 Cell Wakefield,MA 01880 jell@battensign.com u F kg. t a sok �*aLV 2 t t ? �I c � !M .P n MA r {• ,7 ""kn' .va ,;`•y' 4t ,� g I a'Y 9 STONEHAM SAYINGS BANK 24 HOUR ATM Existing Conditions Proposed Existing Sign To Remain In Place New Aluminum Panels To Be Placed Over Existing Faces G Background Painted PMS# 294 (Blue) 3M White and Sunflower Vinyl Graphics Existing External Illumination BATTEN BROS. Project: Salem Five Bank _ Location: Job Description: Revised 7I I Salesman: Jeff Designer: Ronald 601 Chickering Road Temporary Panel —J Sign Advertising - � -- North Andover, MA Covers Over Existing - Scale: Faces 893 MAIN STREET,WAKEFIELD, MA 01880 ---- ------ """ - —— ---_- (781) 245-4800 Date: 6/19/12 Sketch #: 52148 File Name: Division of Salem Five No.Andover.cdr - Peabody —Z Plumbing Supply 9 N. o FIGURE 2 Asphalt Pavement SITE PLAN Wetland Area l / FORPROPERTYAT.- '� 601 CHICKERING RO_ NORTH ANDOVER, N PREPARED BY. • Restaurant a va n t A 1 \��( SIMMONS ENVIRONMENTAL SE Brick - 213 ELM STREET 1 Building 1 , SALISBURY MA 0195" On Slab Canopy ' i j (508) 463-6669 103 s' j DATE: APRIL, 1997 PRO. SCALE: V =40' DRA- o' 20' 40' CHICKERING ROAD t '� 2 � Location Ia v 1 s , No. 9719 27�l-S, 97:2-S Date 10-2w=_97 M C? ,.ORTiy TOWN OF NORTH ANDOVER C � • pR aJ p Certificate of Occupancy $ + ; Building/Frame Permit Fee �'��°''•°''<� Foundation Permit Fee $ ` TSAGNusE Other Permit Feel-e,, iP- $ g SoO, Sewer Connection Fee $ N ri, Water Connection Fee $ TOTAL $ Sum Building1tnspector Div. Public Works Pcation No. Date pORT1i TOWN OF NORTH ANDOV 09 Certificate of Occupancy $ * ; , Building/Frame Permit Fee $ s' MUS Foundation Permit Fee $ Other Permit Fee $ f 7 Sewer Connection Fee $ Water Connection Fee $ `IM, TOTAL $ M Building Inspector —0 a Div. Public Works Rrif16 • " T �� 4��:Ir. ...•.q *6 Q ". 0 j 0 1" w1a• . ..` �m �A COC/1/C 11•WKM 1• '9 C SS'gCHUSE� T O W N O F N 0 R T H A N D O V E R DATE: /0-90-T7 NORTH ANDOVER, MASS . PERMIT. # �'i 7/9 5 S I G N P E R M I T THIS CERTIFIES THAT �� S/gr�IlV� 131 •w1 has permission to erect -��♦' X ��' M10 N uN,�E�i�' 'Bx wl S c[3.1� •SNA L(1� 1.'LL�;t b��N A � on -- G �W`�'Q �lu�• --• .—.—. provided that the person accepting this Permit shall in every respect conform to the terms of the appli- cation 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 or Sign Regulations , Section #6, Voids this Permit. 1-c7c� p t o FT: ►� • Inspector of Buildings . Y NoRT S 0, o ti0 •AA COC/NC[wKM '9S 04,4 TED NPa`y,�5 S'gCHUSE� T O W N O F N 0 R T H A N D O V E R DATE: 10-30-9 NORTH ANDOVER, MASS._ PERMIT-4 97 S I G N P E R M I T ,i THIS CERTIFIES THAT 5-Tbtag *y1ly%% �1C has permission to erect -A►IX16 &X1x1Z1409LIL% �t:W_~i%jW% t Sloi4,1 (..%tsoor■i 8N6•') on d ( • �,Mp _. ■�_■ ■�/__■_■� provided that t h e person accepting this Permit shall in every respect conform to the terms of the appli- cation 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 or Sign Regulations , Section #6 , Voids this Permit. Inspector of Buildings ` i f 44 N0RTh aa `� �fi ,1: •..w b to O =1 :tom, JIL 'AA COQIMC~� �0 Na.-c.\1• 9 0/?Ar6D ^PP`I-.A5 SS'gCHUSE� T 0 W N O F N O R T H A N D O V E R �. DATE: 10-'3Ca— NORTH ANDOVER, MASS . PERMIT # 9�oZ'Z-eJ' S I G N P E R M I T THIS CERTIFIES THAT S-roNa H25dkc. , ',y�� _74*00K has permission to erect -M6201(27 S''JC 12~ S�4tsl (fit,bla�tR.A 6� FxTe`rtJ�j�l(.t, 1' �,rri�i��ip on �� � C «- ��+ Z ^� provided that the person accepting this Permit shall in every respect conform to the terms of the appli- cation on file in this office, and to the provisions of the Codes and By-Laws relating k to the Sign Regulations in the Town of North Andover. 7. VIOLATION OF THE Zoning or Sign Regulations , Section 46 , Voids this Permit . Inspector of Buildings TOWN OF NOWFU ANDOVER Af SIGN PERMIT APPLICATION ' g►7 's l Site Owner ��`T �'� Steri/��GS 9�+f[,�pplicant Site Address Size of Proposed Sign How attached: (a) Against the wall (� (b) Roof ( ) Illumination: (a)Not ilhuninated ( ) (c) Ground ( ) b) Intemally illuminated (d) Other ( ( ) ( ) (c) E�ctemally illuminated Pro osed Colors: Background P g Materials: Lettering Border + Required Attachments: Note: Photographs of building No permanent/temporary sign shall be erected, or 1 Material sample enlarged until an application on the appropriate form Color samples furnished by the Sign Officer has been filed with the Site or Plot Plan (Required for all flee-standing Sign Officer contauung such information including j�Sills) photographs, plans and scale drawings, as he may Drax,ongs of proposed siT i require, and a permit for such erection, alteration, Other, specify _ or enlagement has been issued by him. Such permit shall be issued only if the Sign Officer determines that the sign complies or will comply with all applicable provisions of the By-Law. %Fill sign overhang any public road or walkway: Yes ( No �t If Yes, Name of Agency who will provide liability insurance: OCT 2 �1997 AN INCOMPLETE APPLICATIONII.L NOT BE'ACCEPTED. Date Filed: Signatures of Applicant 1 TEL' # �SA+ r _ TOWN N UE N URTI-1 AN UUY E �� � / SIGN PERMIT APPLICATION Site Owner ��`T ��,�j�y!y�l7J SIg-li/�ti�s" y�pplicant s Site Address 149;4O -� Size of Proposed Sign How attached: (a) Against the wall (b) Roof ( ) Illumination: (a)Not ilhiminated ( ) (c) Ground (b) Internally illuminated ( ) (d) Other ( ) (c) Externally illuminated Proposed Colors: Background Materials: Lettering Border titer — r - O i I Required Attachments: Note: 4. Photographs of building No permanent/temporary sign shall be erected, or tiiaterial sample enlarged until an application on the appropriate form Color samples furnished by the Sign Officer has been filed with the Site or Plot Plan (Required for all &ee-standing Sign Officer contauung such information including `iglis) photographs, plans and scale drawings, as he may DraN,ings of proposed sign require, and a permit for such erection, alteration, Other. specify _ or enlagement has been issued by him. Such permit shall be issued only if the Sign. Officer determines that the sign complies or will comply with all 14 applicable provisions of the By-Law. W11.1 sign overhang any public road or walkway: Yes ( ) No Ou 1 L 1997 If Yes, Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION SILL NOT BEACCEPTED. Date Filed: Signature of Applicant TET; # �'�a� �'.�F Z 7 LOWN Uk- NUKFU ANDUVER • SIGN PERMIT APPLICATION Site Owner 4 t oO97W 09:9!' applicant Site Address Size of Proposed Sign How attached: (a) Against the wall (b) Roof O Dlumination: (a)Not ilhiminated ( ) (c) Ground (v}( (b) Internally illuminated ( ) (d) Other ( ) (c) Externally illuminated Proposed Colors: Background Materials: Lettering Border p�OsTS- Required Attachments: Note: Photographs of building No permanent/temporary sign shall be erected, or Material sample enlarged until an application on the appropriate form 4 Color samples furnished by the Sign Officer has been filed with the Site or Plot Plan (Required for all &ee-standing Sign Officer contacting such information including `wits) photographs, plans and scale drawings, as he may Dramongs of proposed sign require, and a permit for such erection, alteration, Other, specify _ or enlagement has been issued by him. Such permit shall be issued only if the Sign Officer determines that the sign complies or will comply with all applicable provisions of the By-Law. Will sign overhang any public road or wallcway: Yes ( ) NoCT 2(� 1997 If Yes, Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WILL NOT BE'ACCEPTED. _. Date Filed: • 4 Signature of Applicant 'F TEL' # t e TOWN OF NORTH ANDOVER SIGN PERMIT APPLICATION ' Z i Site Owner ,.5''TG'/ ; ,+o'�ll:! ,I} G 1��G:_57 ,rt'' rc,��lpplicant —5. 77--'V Site Address Size of Proposed Sign How attached: (a) Against the wall (b) Roof ( ) Illumination: (a)Not illuminated ( ) (c) Ground (b) Internally illuminated O r (d) Other ( ) (c) E.,cternally illuminated ( ' Proposed Colors: Background 4�_ Materials: Lettering Border Required Attach-ments: Note: Photographs of building No permanent/temporary sign shall be erected, or titaterial sample enlarged until an application on the appropriate form Color samples furnished by the Sim Officer has been filed with the Site or Plot Plan (ltegtrired for all free-standing Sign Officer contacting such information including ,lulls) photographs, plans and scale drawings, as he may Drav,ings of proposed sign require, and a permit for such erection, alteration, Other, specify _ or enlagement has been issued by him. Such permit shall be issued only if the Sign Officer detecmines that the sign complies or will comply with all 4T applicable provisions of the By-Law. Will sign overhang any public road or walkway: Yes ( ) No ( 2 1997 If Yes, Narpe of Agency who will provide liability insurance: AN INCOMPLETE. APPLICATION WELL NOT BE`ACCEPTED. Date Filed: Signature of Applicant ,�+ TET; 4t -�_ �► .� d'.4- 7 SMITH DESIGN I I SECOND WAY RARNSTABLE,MA 02630 508-362-8577 IMICE "M BinSM-O wro. UMVIR!"" ucli TOTAL Salesperson PAUL SMITH 1 ......... Invoice nwnbw and painted Invoke date 10117197 'th PMS Colors 1,767.00 1,767.00 ................. ------ ............. Customer .......... Terms COD Monument ft ---------- ....... .... ..... Date S** 1��oonstucfion with —--------- Shoed via atm n & FOB 5,000.00 5,000.00 prepaid/Collect --------------- ----------- ----------------- ........... 'rax exempt T2En*anm ft&I Exit ................ ...... Reason mnstructed M.D.O.with Exemption no. ressure treated 4W.-Posts ................... "y yi 275.00 65D,00 .......... -675.0.0 Name STONEHAM SAVINGS SAW Address 3W"N ST. City,State or Prov. -STPNEHAK.MA ........... Postal code.cw" 02180 -—----------- --------- Ph" 617-348-94M - --------------- -- ------ -------- Fax ..........- ---------- IWMTG Retpe the follow"only d the name and xs*m we not the same as the SOW TO name address. Name A&lrass Address(fine 2) Cdy,State or Rov. I>Mtw code,Country Company name 71"Zoo PAUL SMITH 365.85 8,357.85 9,357.95, TfM�CM 40%DEPOSIT! N) 4 611 PMS 3425 PMS 534C 66" 1/2"ACRYLIC 1/2"ACRYLIC 01 18 SVON HAM SAVIN C S ENTER E3 A N eTGJICP/ISJJ 1 81) _4 Y� 54" 54" �y 36.1 DRIVE—THRU ATM 0 0 LOGOS (DECALS) , ONE(1) DOUBLE SIDED EXTERIOR ALUMINUM j TWO(2) DOUBLE SIDED M,D.p. I ARCHTECTURAL MAIN IDENTIFICATION SIGN i ENTRANCE&EXIT SIGNS I I I I I � � I I I I ----------- ------------ - OCT Z 199 Scale N.T.S Date 8/4/97 Revisions+ By Approved SMITtOESIGN Name / No. Stoneham Savings Bank 9/8/97 PLS Date Drawn PS 10/05/97 PLS CUSTOM SIGNS & GRAPHICS Address Stoneham, MA Thu hawing cbi. to di opp de+f.,element+eroded by Smith Sheet 1 of 2 Design,and is+uhjed b dl opplimble mprcad lows.This*,-ing me propern of smim De.gn,and it I+inrended for ya�r ro�iew and approval purpom+only.N is not ro ba mpro sz.,cope or 11 SKOND WAY, BARNSTABLI,MA 02630 r 508-315-0614 Drwg. No. 835 Description Main / Directional Signs eted,nony utthe nawdwn ncorneoof=ideroDesign. d,an win our the expressed written consent of Smith Design. X-06" PMS 3425-GREEN "+ AA PMS 534C-BLUE Sir O H H A iVl04 f/7. \ 21-06" ACRruc WAu A H K-, AGIMfHUM THREADED S/UDS 01 W-0" SPACFRs f/2"ACRYLIC PLATE LETTERS PAINTED PMS COLORS WITH THR64DED STUD MOUNTING METHOD OCT 2 OWT Scale 3/8"=P-0" Date 8/18/97 Name/ No. STONEHAM SAVINGS Revisions By roved . SMITEDESIGN Date Drawn PLS CUSTOM SIGNS & GRAPHICS Address STONEHAM, MA TM:d�.�g�nbpgldagn.�.n.a..wd br snah Sheet 2 of 3 0agn.wdi.wbj.aao1.ppIIwb6copr4h11o.•.114da-ins4 M.wowM of SmAh D"9.,and It Y m.nd.d 1w r — aid 11 SECOND WAY,BARNSTABLE,INA 02630 7 508-362-8511 Drwg. No. 832 Description BUILDING SIGN appw of p.pow on,h—. bb. pnd.c.d,cop d, It anrw ahlbbd�—,k.bion w dw�.n a.Mw.wtik row o.ppnaaon ..shout 1h...Pna.d rnn.n—f of Smith Dag, . 12 n 12 S T O N E H A M s� a� C� SAVINGS SANK- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Qa Q' -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I 4 LEFT SIDE ELEVATION PIER DRICK NEW GLASS TO NEW DR1CK REPLACE MTL. PNLS. SCALE: OCT-2 4W7 D Scale 3/16"=P-0" Date 8/18/97 Revisions By roved SMITEDESIGN Name/ No. STONEHAM SAVINGS pie N rawn PLS CUSTOM SIGNS & GRAPHICSAddress STONEHAM, MA TM: VWnb: wq, qn.n d. ..4 %C" Wa$,,& Sheet 1 of 3 D.�pnNnd'++ubiw b d appYcal�cappgAl Fwa 7T:dbw`q h 11 WONO WAY, BARNSTABLE,AIA 02630508.375-0674 Drwg. No. 832 Description BUILDING SIGN a Mbi,d w o�h,hbn d db�n b anplb OV\!�pR dy0nlvtbw .Nab db mid.NM caarM d Sni4 D„Ipn. Peabody —Z . Plumbing Supply b FIGURE 2 p alt Pavement SITE PLAN Wetland Area ' \ FOR PROPERTYAT.- '� 601 CHICKERING RO. / � � NORTH ANDOVER, 1 Restaurant PREPARED BY.• avant 4 '1 s/�� � I�( SIMMONS ENVIRONMENTAL SE BrickI 213 ELM STREET I Building l SALISBURY MA 0195= On Slab Canopy (508) 463-6669 f � i if DATE: APRIL, 1997 PRO � ��iG�•-� � . ; ! =t � . fl; SCALE: V =40' DRA 0' 20' 40' 2 � CHICKERING ROAD / F V o0 N 00 O Lt 06 V _ M sU �O N V I O � m fi - � 3 t. a 1 4 I IDESIGN AMIRTWE IGN CUSTOM SIGNS & GRAPHICS CUSTOM SIGNS &GRAPHICS 11 SEM W,,BUNSBIBIE,M 01630 1 508.3628577 11 SECOND MY 86RNA6BLE,A6 02630 v 508.3618577 ■ ■ SIGNS VEHICLES GRAPHICS a WOODEN HAND LETTERED LOGO DESIGN GLASS VINYL LETTERED ILLUSTRATIO e N , . METAL PINSTRIPING FAU1X FINISH NEON GRAPHICS hNTEIORS SANDBLASTED MAGNETICS C / U RALS SCREENPRINTING AIR BRUSH GOLD- LEAF CARVED BOAT LETTERING [SPLAYS PLASTIC FLEETS ks 11 t ' , BANNERS RACE CARS RETAtJNTS MENU BOARDS TRAILERS 1/�fLLS MARINE GOLD LEAF ARCHITECTURAL VANS DIRECTIONAL RESTORATION Our Professionals are ready to assist you in growing your business, ALTERATION not just selling you a SIGN! A SIGNS VEHICLES GRAPHICS WOODEN HAND:, LETTERED LOGO DESIGN GLASS VINYL LETTERED ILLUSTRATION e METAL PINSTRIPING FAI FINISH NEON GRAPHICS INTER ORS SANDBLASTED MAGNETICS MURALS SCREENPRINTING AIR BRUSH - GOLD LEAF 4 CARVED BOAT LETTERING DISPLAYS t a PLASTIC . ° FLEETSLE . T } BANNERS RACE CARS h REST U RAFTS Z MENU BOARDS TRAILERS WALLS MARINE GOLD LEAF ARCHITECTURAL VANS DIRECTIONAL RESTORATION Our Professionals are ready to assist you in growing your business, ALTERATION not just selling you a SIGN! V N �O ' 00 LA - - O � • J m 3 CUSTOM SIGNS & GRAPHICS CUSTOM SIGNS &GRAPHICS ■ 11 SECOID W,,BMNSIMSE,M 02630 v 508.3624577 11 SECOND W.UMS7A91E,M 02630 1 508.362-8577 ■ ■ uhe �amumnwmlth of s hug permit "'�°n" &parttnmt of Public gaf Occupancy A Fee Chodieed_ +' BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 iso APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massacnusetts Electrical Code, 527 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date LI df C,,� RISir or Town of_-__NORTH ANDOV .R To the Inspector of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) /O( ClJfcKE�C Owner or Tenant _S?°/N'C /,4'0-/-" S.�vi ti-cS Owner's Address _ /bt C/JIZ.xC21s.�s Is this permit.in conjunction with a building permit: Yes No ❑ (Check Appropriate Box) Purpose of Building Y' -/'U'C Utility Authorization No. Existing Service .200 Amps txo Z'��'S— Vcits Overhead Und rnd nn +' 9 u No. of Mehra New _Service Amps _! Volts Overhead _ N Und rna Motors 9 C o. of , II Number of Feeders ana Ampactty > I Location and Nature of Proposed Electrical W0l`K �3/J/1J� !L� vXl6L I i r I I ` Total No. of Lignting Outlets I No. of Hot '.cs I No. of Transformers KVA i No. of Lighting Fixtures (� i Swimming Pcoi Aocve.— :n- Brno. _ grno. Generators KVA 1' No. of Emergency Lighting No. of Receptacle Outlets d1-b I No. of Oil curners I Battery Units l' No. of Switch Outlets I No. or Gas =::rr.ers FIRE ALARMS No. of Zones No. of Ranges No. cf Air C 'otat No. of Oetection and 4' r.c. :cns Initiating devices I NO. Of Ois003813 I No.ol Heat To:ai Total Pur-. ::s :ons No. of Sounding Devices No. of Self Contained ' F No. of Dishwashers I SoaceiArea 'seat r.q Kw Oetectlon/Sounaing Devices No. of Dryers — Municipal w ry I Heating �ev ces KW L•ocai ` Other _ OthConnection � •• No. of No it Low Voltage No. of Water Heaters KW I Signs ?a lasts Wiring l No. Hydro Massage Tubs , I No. of Motcrs Totai HP OTHER: I , INSURANCE COVERAGE. Pursuant :o the reowrements cr massacnusecs ;eneral Laws I have a current LiaOdity Insurance Policy mcluomg Ccr-i:etec Ocerauons Coverage or its substantial equivalent. YES = NO = 1 have suanttttea valid proof of same to the Office. YES NO Z If you nave checKea YES. ptaase Indicate the type at coverage oy ' cnecxmg the approoriate pox. INSURANCE = aONO = OTHER = (Please Scec:"/) Estimated Value of E!ectncal work S 33UU CA-) (Exouation Oates I Work to Start Insoec:ion Date Pacues:ec: Rough Final Signed unaer the Penalties ofperjury: FIRM NAME tZ G Lc LTie/L G 1'/t-G Tv IJP lL �✓a LIC. NO. Licensee Sig-azure UC. No. y, Bus. Tel. Na. Address , �iJ/"1.4Jt 2 02 cvEqu,l'N I All OWNER'S INSURANCE WAIVER: I am aware trial the Licensee coes not nave rhe insurance coverage or its suostantial equtvaNnt as re- ducted by Massachusetts General taws. ana that my signature on :^is -ormtt aopiication waives this reaturement. Owner Agent (Pleap check oriel' �✓1�� ' // . :steonone No. PERMIT FEE S ISignatwe of Owner or Agentl N210-i J i L Datehl � j. O�,Na oT�.�4, 3: o� TOWN OF NORTH ANDOVER PERMIT FOR WIRING ,SSACMUSEt This certifies that ........I� c. �.. =t t c .C.0........................................... .... ............ .... has permission to perform ......lt..n..... :.J F wiring in the building of........ <,c ��<<<� at.... �,:.�..1....... .................. .North Andover,Mass. Fee..�.7()..-.f!`' Lic.No... .. � �.......................................................... ELECTRICAL INSPECTOR G � � �t j 12/05/97 11:15 270.00 PAID WHITE:Applicant CANARY. Building Dept. PINK:Treasurer LETTER OF TRANSMITTAL NES Group 200 Myles Standish Boulevard Taunton,MA 02780 TEL: 508-823-6531 9 FAX: 508-822-8930 TO: DATE: February 11, 1999 Mr. Bob Nicetta JOB NO.: 27 Charles Street ATTENION: North Andover,MA 01845 RE: G( CA t C WE ARE SENDING YOU X Attached ❑Under separate cover via the following items: ❑ Shop drawings ❑Prints ❑Plans ❑ Samples ❑Specifications ❑Copy of letter ❑ ❑ Change order Other g Copies Date No. Description 1 02-10-99 Model: 580 Canopy drawings, front,right,left,rear elevations F-. THESE ARE TRANSMITTED as checked below: ❑For Approval ❑Approved as submitted ❑Resubmit copies for approval ❑For your use ❑Approved as noted ❑Submit copies for distribution ❑As requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑Other ❑FOR BIDS DUE 19 ❑PRINTS RETURNED AFTER LOAN TO US REMARKS 1 1 COPY TO SIGNED: c If enclosures are not as noted,kindly notify us at once. Colors : GWHITE, BLUE PMS REEN PMS 34 5C534C, STONEHAM SAVINGS BANK 580 CANOPY Color diaclelmer: The Ink colors shown on this rendering provide conceptual colors and graphics locations only. The Ink colors may not match the actual automotive paint colors or vinyl colors that will be used on the kiosk or In the signs. 120" 66" hour STONEHAM c ATM SAVINGS BANK N NOTE: CANOPY SIGNAGE IS NOT BACKLIT. 4 CANOPY DOES HAVE DOWN LIGHTS. t i r� oyes&SU99 FRONT ELEVATION ��o `� RIGHT ELEVATION Dealer. NEW ENGLAND SECURITY HERITAGE Job#: Date: Drawn by: 200 MYLES STANDISH BLVD. INDUSTRIES M0851 02-10-99 MJW TAUNTON MA 02780 905 CENTENNIAL RD:WAYNE,NE-68787 PHONE:(402)375-4770 FAX:(402)375-4711 VISROUR WEBSITEQWWW.HERITAGEIND.COM A Colors GWHITE, BLUE PMS REEN PMS 3425C 580 STONEHAM SAVINGS BANK 580 CANOPY Color dlsolalmer: The Ink colors shown on this rendering provide conceptual colors and graphics locations only. The Ink colors may not match the actual automotive paint colors or vinyl colors that willbe used on the kiosk or In the signs. NOTE: CANOPY SIGNAGE IS NOT BACKLIT. CANOPY DOES HAVE DOWN LIGHTS. y�S&S!/9 LEFT ELEVATION p° 9�a REAR ELEVATION adv, Dealer. NEW ENGLAND SECURITY HERITAGE Job#: Date: Drawn by: 200 MYLES STANDISH BLVD. INDUSTRIES M0851 02-10-99 MJW TAUNTON :MA 02780 905 CENTENNIAL RDWAYNE,NE-68787 PHONE:(402)375-4770 FAX:(402)375-4711 VISITOUR WEBSITE@WWW.HERITAOEIND.COM i I �i Town of North Andover ofO N RRTH ,y OFFICE OF a y`` o c COMMUNITY DEVELOPMENT AND SERVICES ° . • * r 27 Charles Street North Andover, Massachusetts 01845 WILLIAM J. SCOTT SSACHU5� Director (978)688-9531 May 21, 1999 Fax (978)688-9542 Ms. Lynne Shea, Manager Stoneham Savings Bank 601 Chickering Rd. North Andover MA 01845 Dear Ms. Shea: This is to inform you that the two(2)directional signs and the road ground sign are in violation of the North Andover Sign By-Law. Pursuant to Section 6.6, Paragraph A(2)which states in part that"Ground sign (s)shall be set back a minimum of ten (10)feet from all property lines". Enclosed is a copy of the approved sign Permit#97-19S dated 10-30-97 which has the notation that the"sign edge must be located 10 feet from the property line". An As-Built plan generated by Kaminiski Associates on February 26, 1999 for the Stoneham Savings Bank clearly indicates that the aforementioned signs are on Commonwealth of Massachusetts • property and in violation of the By-Law. On April 13, 1999, 1 was in conversation with Mr. Joseph Cioni, President of the Stoneham Savings Bank concerning the sign locations as shown on the Kaminiski As-Built plan. It was during that conversation that Mr. Cioni agreed to remove the ATM Banner from the stockade fence and to relocate the signs in order to conform to the Sign By-Law. To date the two(2)directional signs and the ground sign remain in violation. The signs must be in conformance with the Sign By-Law within seven (7)days of receipt of this order. Pursuant to Section 10.1.3"whoever continues to violate the provisions of this By-Law after written notice from the Building Inspector demanding an abatement of a zoning violation within a reasonable time, shall be subject to a fine of three hundred dollars($300.00). Each day that such violation continues shall be considered a separate offence. The date of violation in this case is October 30, 1997 when sign Permit#97-19S was issued. Your co-operation in this matter is appreciated. If you have any questions please call me at 978-688-9545. Sincerely yours, D. Robert Nicetta, Building Commissioner Attached: Copy of Permit#97-19S cc: William J. Scott, Director CD &S y • Receipt# P 186 642 092 BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 07 !yy_ •; r rn # I 'PA cocrwci.wc� .�.�� ♦[ • -9 O��TE O PPP` 5 sSacHusE� c T O W N O F N OR T H A N D O V E R DATE: 10-3b--g7 NORTH ANDOVER, MASS. PERMIT if moi' S S S I G N P E R M I T THIS CERTIFIES THAT 4t' has permission to erect �{'~X �6 MoNurHETs� _ N�Z(j, ctwiwuj on provided that the Person accepting this Permit shall in every respect conform to the terms of the appli- cation 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 JHE Zoning or Sign Regulations , Section #6, Voids this Permit. S�6�N ArB 1kv.�? n-e 1-'t�cr41�A t o•�-'T�� ti 4 ` 1 4r Ins ector of Buildings n p yty �y y if P 166 642 092 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for temational Mail See reverse • Sent to St et&Number 6 Post Office,S ,&ZIP Code Postage $ 33 Certified Fee Special Delivery Fee Restricted Delivery Fee rn Retum Rec ' wfngto Whom a Bred .' a Return ec' to Nlhora; a a Q Date, Atld'r Adress TO stage 4&s $ a ch Pos auK4[Datfaf)S, "'. Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service m window or hand it to your rural carrier(no extra charge). In Q) 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the a) return address of the article,date,detach,and retain the receipt,and mail the article. LO 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article a RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the Cr O addressee,endorse RESTRICTED DELIVERY on the front of the article. c07 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. a m SENDER: ;C ■Complete items 1 and/or 2 for additional services. I also wish to receive the o+ ■Complete items 3,4a,and 4b. following services(for an a Print t yourname a;name and address on the reverse of this form so that we can return this extra fee): ■Attach tto his form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address '2 m ■ permit. Receipt R uested'on the mailpiece below the article number. 2. 'Restricted Delivery W ■The Return Receipt will show to whom the article was delivered and the date ., delivered. Consult postmaster for fee. o 3.Article Addressed to: 4a.Article Number 4b.Service Type —/ m v SfoA j yy/ S✓/�, S i� ❑ Registered g Certified W o' (oa/ chic- eri„° / a( ❑ Express Mail ❑ Insured A n Q(,,C/P r / a, G i,P4/is- ❑ Return Receipt for Merchandise ❑ COD o 7.Date of Delivery w 0 5.Received By:(Print Name) 8.Addressee's Address(Only if requested and fee is paid) i F- 6.Signature:(Addressee or Ag t) X-\- PS Form 38 1, December 1994 102595-97-B-0179 Domestic Return Receipt First-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 • Print your name,address, and ZIP Code in this box• North Andover Building Dept 77 Charles Street North Andover MA 01845 Location No. Date NORTh TOWN OF NORTH ANDOVER O��t�ae a�ti0 O� •' a OA CPermit Fee $ertificat Occupancy $ �'iVDUVtK _ �crw AC •��� Foundation Permit Fee $ Jsb Other Perat�Fee $ Sevin Cgwtion Fee $ FAPR Water Connection Fee $ TOTAL $ Building Inspector ' Div. Public Works If PERMIT NO. = 7 ��j APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. A 36 l PAGE 1 -' MAP KVO. LOT NO. 2 RECORD OF OWNERSHIP (DATE BOOK PAGE - ZONE SUB DIV. LOT NO. F I LOCATION PURPOSE OF BUILDING - � < Ir �y�,zy� �� .�rn1Camq ILP.I�cE/�•T./Y.M�/�. OWNER'S NAME Goetame A NO. OF STORIES SIZE OWNER'S ADDRESS q4 Q L BASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME SPAN - DISTANCE TO NEAREST B ILDING DIMENSIONS OF SILLS DISTANCE FROM STREET POSTS _ DISTANCE FROM LOT LINES-SIDES REAR " " GIRDERS AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST �,` SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. �1 EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY 'ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLAftS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILE L WARD OF HEALTH &IGNAT F OWNER ORA IZED AGEN FEE 7L , 0 O j/ pp PLANNING WARD PERMIT GRANTED OWNTP TEL N 15)6)(P86'd7� WARD OF SELECTMEN i 2 5 M , -Ulf DING INSPECTOR 0.-I'I_©iNG DE?,4R ,,#TrI ��y BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI FAMILY _ OFFICES _ LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B 1 2 13 CONCRETE BL K. PINE HAR BRICK OR STONE DRY W L PIERS PIASTER _ DRY VJAI _ UNFIN. 3 BASEMENT AREA FULL FIN. 8 M AREA _ 1/1 7? 1/ FIN. ATTIC AREA _ NO B m FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH ASPHALT SIDING HARDW D ASBESTOS SIDING _ COMMCN VERT. SIDING ASPH.TILE _ STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON MASONRY ATTIC STIRS. d FLOOR I_ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR AD _ EQUATE NONE 5 ROOF 10 PLUMBING 9 GABLEIP BATH Q FIX.)-MANSARD _ GAMBREL TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. R COLS. STEAM STEEL BMS. d COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC +1 1st 13rd I NO HEATING 4 New England Security 200 Myles Standish Boulevard,Taunton, Massachusetts 02780 Telephone(508)823-6531 FAX(508) 822-8930 DATE: 03/23/93 Building Inspector Town of North Andover ATT: Walter Cahill 120 Main Street North Andover, MA 01854 Dear Mr. Cahill: Fleet Bank has authorized New England Security to act as a representative in regards to its project concerning the installation of new ATM Machines in its branches throughout Massachusetts. As per our earlier conversations, you will find a package that contains the material that you requested. If in fact there is any other material that you might require please contact Kevin Sliney or Robert Swartz as soon as possible. We will attempt to get you the information as quickly as we can. Thank you for your time and consideration in this matter. Sincerely, Robert A. Swartz New England Security Project Field Coordinator �� of IFUH-DING DEPARTMENT r c,r I= ; w S Lc� w 'TIF c m 1 Q 0 1'D J DEPARTMENT OF PUNIC SAFETY a COPAMONWEAM Iola COMMONWEALTH AVE. INVOF BOSTON,MASS.022151/ MASSACISETTS ENCLOSE CHECK OR MONEY ORDER LICENSE FOR R EOU I RED FEE, G ' " _► � CONSTR. SUPERVISOR EXPIRATION DATE ' MADE PAYABLE TO 06130/1993 EFFECTIVE OAT£ uc-No. ,COMMISSION ER OFPUBLICSAFETY" RESTRI TLONS j 0 6/3 0119 91 015895 NONE (04 NOT SEND CASH). 1 DOUGLAS OM1 14ACLEOD , 40 TURNERS 14AY NORWELL MA 021D61 PLEASE NOTE"fEE INCREASE m S S # 023-30-0133 y co pzro 5t"I*m am omr) FEE: 11�i�� RQ fll E k�E �-- C 4{}*0� SIGN NAIDI Ih FUU-Ae SIGNAiVHE LINE N0T%rAvo UNIR SgNFO dY UCEN�[E lata OSF,Gv�tlY .-. HEIGHT: SrnM"G TN!M—&SS10NER D.P.S. —1 DOB: 11 /1711939 DC 47 DETACHLICENSE STUB SIGN NAME IN FULL-ABOVE SIGNATURE UN E 17e6 OOGl1ueEN1 IWISS 8E SghATJRE OE UCENS£E -Q C�AN1E90N 771£pEM1Sat+OP MiSSNTNE0. SNE 7(ClOEA wNEn f rofMG• m R} CMOs-Miami SNIWS mKf Ei0 N INIS OCGF9ACp� � mow✓ C .I RJ NORTH Town of VIA Andover No. 0T1 _ -_r / o� oc.,c w(IC, dover, Mass., AI? e4 19 JF1 RATED P` � S 1 H 4 BOARD OF HEALTH Food/Kitchen Septic System . PERMIT T D BUILDING INSPECTOR THIS CERTIFIES THAT..G►./ /Id.... ./ .�r11 .d ......... ........................................ Foundation rm has permission to w Ift ..*1,14 U . U6"Won on ...4.Q..)...eJ4-1eK..e-&A SIA ....r'P o Rough to be occupied as......�e.ja.....Axm........�. r'. .. .. ........................................... Chimney e 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTSELECTRICAL INSPECTOR Rough Ara .. 4&N6'664S . ...... Service UIPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough u h No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT . Burner PLANNING FINAL # CONSERVATION FINAL Street No. Smoke Det. (ZMAMP /IA►oTI:R FINAI '5-f'5-.-0r DRIVEWAY ENTRY PERMIT .� A EOFUSE- CERTIFICT & OCCUPANCY Town of North Andover Building Permit Number 73 Date THIS CERTIFIES THAT / THE BUILDING LOCATED ON MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. MCRM V��XAZX Q01616S,�*Jt o ,,�„ ,•�,, CERTIFICATE ISSUED TO I. ADDRESS CHO ding Aspector r *E t4ORT o of ` 4 over 0 dover' Mass., 19 LAKE '9 COCM'CH_WICK �'�• .9 oD'4.4 T E S BOARD OF HEALTH Food/Kitchen PERM-,,IT T Septic System /. l • BUILDING INSPECTOR THIS CERTIFIES THAT......:.......::.:......' 4 ptfes. ::;::: Foundation has permission to erect...:...: :: .. . .. ......:..............:.. buildings on ......�j.��.... .1••G�� ./..�4�. ......... �j /�% � ou �!� tobe occupied as......:.....................................:......... .................." :.....................:.....:.................:.....:....:..... . . Chimney ,.. provided that the person accepting this permit shall in everyrespect conform 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 _in __== Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. &g' Gtr 10 f�'5;-2 -4-� PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR x .............................................................. ...: ....: Service ' BUILDING INSPECTOR Fi Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathing or Dry Wall To Be'.Done '' Ik Until Inspected and Approved by t� BultIng Inspector. FIRE DEPARTMENT • - , , ' m Butner . -. Street No. SmokeDet. \j PS3t3trr No. 4 73 APPLICATION VOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP X10. LOT NO. I 2 RECORD OF OWNERSHIP JDATE IB040K ;PAGE ZONE I SUB DIV. LOT NO. �• 1 LOCATION �0 kft/Nc Kdl PURPOSE OF BUILDING OWNER'! NAME t C �pM/, NO. OF STORIES SIZE 1574, . OWNER'S ADDRESSo/►O `�C�I�- `� � r* BASEMENT OR SLAB ARCHITECT'S NAME �1 / } C. SIZE OF FLOOR TIMBERS IST 2ND ]RD BUILDER'S NAME /,/�1•�] fAS /1.�,,, =N ` SPAN - DISTANCE TO NEAREST BUILDING `S (r�7w�s +"� ^ DIMENSIONS OF SILLS -- - DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES-SIDES REAR GIRDERS i AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW - SIZE OF FOOTING x 10 BUILDING ADDITION MATER:AL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER is BUILDING CONNECTED TO NATURAL GAS LINE 1 ] PROPERTY INFORMATION INSTRUCTIONS LAND COST SEE BOTH SIDES EST. BLDG. COST ' Q(1�o 0 EST. BLDG. COST PER SQ. FT. FIV 0 PAGE 1 FILL OUT SECTIONS 1 - ] EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC METEP! MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATION! PLANS MUST BE FILED AMC) APPROVED BY BUILDING INSPECTOR c DAT; FI D p MilLDIN�i IVES Qr1 �0 R (Boa) 11y_ �S�- O INSPiCTDR SIGN^ RE OF OWNER CHI! AUVORIZED AGENT f E OWNERTEL# �OO'�ay'3W S 1 IPKJtMIT SRAMTED �ONTR TEL1_;, b �Wo� - tjk -- �2_�dS T IiE. ING C►"(. e s N0RT/il Town of - over No. s - dover, Mass., • &4. 19 �0 LAK 9�COCHICHEWICK '9S 044 TED I PP�y �y �G BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System . BUILDING INSPECTOR THIS CERTIFIES THAT....S W C►! .��1W!!....�... A k fr .........IQOs!. ..Z'!►a........................... Foundation has permission to mW...FWVYL................. buildings on ......Gr,D.l.....a4k.0d.k.1044N.11Y . .. ?dP,*O ..... Rough to be occupied as WTk4.I*.-W"hP!ATr !!...,...1uw .�`�.`f'!R!c4 ..` P...4?�titk. -...&.tPW 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 PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR . ..UNLESS CONSTRUCTION STARTS Rough ....................... !i. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove R Rounal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner /Z I O 8 Street No. Smoke Det. I I IM =��' f� �: prr gr•' 4 t vd. 04, 1 4 lk WIL wr �7.' s� .����' �iilll l)f(ti[IUI!(LI�Il I'!, (lLI�71(!.C'�'t5�•'F��I :STT-• � .. �..Vit,:.. r �l ' t r. ,a Y yyt s • {I t t' f' -71 �r ,�" +,R .r � r F, t � •.y ', 'fir xE, .,�.i �11BLWi19 CD �tlC1ON;SUPER�iSDR,16E11SEi 3 ,p, E1fQlf 8S� � � . �";f :� gestf3ct„e�f• 'in �:..1.0, '� •' r R . •t t nr 5� .�..,''y via, �� if .€. •( jtN � � �,{•' y�7f'.'~ . A .rr bO18R00K; MA 1'23.43 s. .ki I 3 � � � � � � � I � � ° � il � � � � 3 � , ig � � � � � p� � � � � � � � � s R � � i� � � � � � F 3 � � �� � D � � p � � M � O rl o y u � � � � � � a ,y P � � � � � � � �F � \ � � I� 3u � � � � � � � � � i NES. GROUP New England Security August 26, 1997 Mr. Robert Nicetta Town of North Andover Building Inspector 146 Main Street North Andover, MA 01845 RE: Stonehan Savings Bank 600 Chickering Road Dear Bob: As per our phone conversation, enclosed please find a Two sets of Plans for the interior renovations and the new roof structure for the Stonehan Savings Bank. have also enclosed a copy of the contractors license and a certificate of insurance for the project: Please review these plans and then give me a call so that we may go over any questions that you may have and to inform me of any additional requirements. that are needed to acquire the Building Permit. Please call me at my direct number (508) 824-3555. Thank you for your assistance. Very Truly Yours, NES GROUP CHARLES S. SWARTZ 10 W } AM 2 IW . EUILDING DEPAR7MEi` , 200 Myles Standish Boulevard, Taunton, MA 02780 Tel. (508) 823-6531 Fax (508) 822-8930 Bank Design 9 Project Management • Consulting CONSTRUCTION CONTROL AFFIDAVIT , (SECTION 127,0 OF MASSACHUSETTS STATE BUILDING CODE) (PRIOR TO ISSUANCE OF PERMIT) AFFIDAVIT SS ON THIS 9th DAY OF September 19 97 BEFORE ME, QUALIFIED FOR THE COMIONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Donald Lonergan WHO, BEING DULY SWORN, DEPOSES AND SAYS THAT HE Stoneham Savings Bank HAS SUPERVISED THE PREPARATION OF ALL THE DESIGN PLANS OF 600 Chickering Road (STREET ADDRESS No. Andover MA. AND THAT HE WILL SUPERVISE AND/OR CHECK ALL THE WORKING DRAWINGS AND SHOP DETAILS FOR CONSTRUCTION; AND THE STRUCTURE WILL BE BUILT UNDER HIS SUPERVISION AND IN ACCORDANCE WITH THE APPROVED PLANS, AND THAT SUCH PLANS CONFORM TO THE CODES OF THE COMMONWEALTH OF MASSACHUSETTS, AND THAT ALL THE MATERIALS USED IN THE CONSTRUCTION WILL BE SELECTED BY HIM IN ACCORDANCE WITH SAME, BEFORE SUCH BUILDING OR STRUCTURE IS PERMITTED TO BE USED OR OCCUPIED, THE LICENSED PROFESSIONAL ENGINEER AND/OR REGISTERED ARCHITECT WHO PREPARED AND FILED THE ORIGINAL PLANS AND WHO SUPERVISED THE ERECTION OF THE BUILDING SHALL FILE AN AFFIDAVIT STATING UNDER OATH THAT THE PROVISIONS OF THE CODES HAVE BEEN FULLY COMPLIED WITH AND THAT THE BUILDING MEETS ALL THE REQUIREMENTS OF LAW FOR USE AND OCCUPANCY, ALSO, AGREES TO SUBMIT WEEKLY REPORTS No. 4027 1 d z PEMBROU RELATIVE TO THE MATERIALS, PROCEDURES AND = 4 MASS. p� 7r� FURTHER TESTS THAT MAY BE REQUIRED IN CONNEC- rFq � \ R7 TION WITH THIS JOB, SUBSCRIBED AND SWORN 0 BEFORE 9th September 97 T NE THIS DAY OF , 19 V/1 - r c * (NOTARY PUBL /0,, o2oo3 _\ c�o221997 HUU-'L5-y1 11UN 15:51 1-111611NUb-1HYLEY 1N5: hHn NU, bl Id1b1155 Kul - !CI ii[i ifLn ... 1"', Mw Y vAoOUCER 617.878.7510 N M LUSO At A MATTER OF INFORMATION Hastings-Tapley Insurance Agcy CONFERS NO PUNTS UPON THE CERTIFICATE 271 Cambridge Street HIS CERTIFI IATE DOES NOT AMWD, EXTEND OR v COVINAGN AFFO D p (CIES BELOW. P. 0. Box 410128 COMPANIES AFFOROMa COVEMal Cambridge, MA 02141.0901 COMPAW A Maw.sty Inivron"Co. INluao COMPANY Macleod Brothers, Inc. B Hanover Insurance Co. 03 Reservoir Park Drive COMPANT Rockland MA 02370 c COMPANY MANXy� D THIS 14 TO CERTIFY THAT TRE POLICIES OF INIIVRANC6 L197ED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWM4STAND1N0 ANY RlOIUNIEMENY,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY eE ISSUED 09 MAY PERTAIN, T'HTI INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 16 SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS BROWN MAY HAVE PEEN REDVCED By 1AID CLAIMS. iM TV"M eRU1MNCT Pouenr NUMB" POW q'MT" POLICY WIMTION LIMM DAR iMMIDDIM RAW M MIDOrf" A oHIb1ALLWI1lITY SINDOOR795 4/01187 #/01/98 MftAa0A1OATE / 2000000 X COMMEILCIAt e>NrnAl uAeaRY PROpVOT/•COM/IOP A00 / !000000 OLAw VM1 n OCCLM PPIONAL 6 ADV I jyw 1 OW11*9 a CORTMiCTOR•e PHOT pWN coeww1NCl e ON DAMAGE(Any tro Ike 1 qu IX/IAFV f" 1 B AVTOMVPALWIILM SINON9790 5101197 1/01 too ANY AUTO COM6MPR1 KINDLE LIMIT 1 ALL OwM 0 AUTOS IODILY RR�N�fURY / X VCNWYM Avro• IhrPv�all 500000 X NINA AvToi X MY NON4WNEW AVM V�awILY N Ie / (00000 PPICMTY DANIA61 1 1(0000 MMOL 1IAPLITY AUTO ONLY•IA ACOIDiNT / ANY AUTO 07M THAN AVTO ONLY. EACH ACCIOENt 1 AeaREeATt 1 B Qmw VASUTY BIND089797 6101197 0/01/98 EACH COCVPMNCI 1 2000000 NQTW9PIT4AWV*0jMF"U^�POWAooRea►T1 1 2000000 1 B WoRKWWCOWMIATNINAM BINOOS979Z 8/01197 viol/9B XAMI IM EM►1.9yM umu" 1L 1ACN AOOIDINT 1 'i00000 THE PROM! INCL El Ofa6AN•POLICY LIMIT / SQ�O PARTNERWZC4TIVE OFfIC1NOAR1: REXCL 6 IMM•9A-9MNVN9 / 500000 OTHO �r j C tr1sc1/PtIo1N of OPauTroNsuLooATION1+vanoLEe/IrEOtµR1M1 c�D 2 2 1997 ' RE. BT'ONEHAM SAVINGS FAX: 8714680 ATTN.- LIS MA 00 ROS ... . . TOWN OF NORTH ANDOVER &NO= Aar Of THE AIM VIN00 PWJM K WANWRUM alPolai TNI eXn7MT10N MM TREALOP, T/R 1NVI116 oOMMNY WILL er01AYOR To MAR NORTH ANDOVER BUILDING DEPT. 10 WAYa WMTM NOTICK TW THK COITVICAU IMM KI1Ma1 TO V4 LIR 146 MAIN STREET W IAnUM TO MAIL$M"woo NYiu IMPOR NO OKIQATnON ON Lumm NORTH ANDOVER MA 01845 VON TM GOMWT. q&~111S oft UPP,IANlN MMS. AUTIS TOTAL P.02 HUG-26-1997 14:21 FROM MacLeod Bros.G.C.'s TO 15WH8234055 F1.02 HUU-6-U f 11UN 15;5 f Hf1bT 1 NUb-'1 HYLtY 1N6; h HX NU. b l f b f b f l y5 F. U 1 e► OATEIMMIDDIYYN J 08/26/97 x.�•r .n.�s�cv:�oauaNe7. :�' - :,:-:::.. �'-':,�.". + - it PAODVCgt e17•$7S•7510 THIS CERTIFICATE 19 ISSUED AS A MATTER OF INFORMATION Hestings•Taplay Insurance Agcy ONLY AND CONFERS NO RI0HTO UPON THE CERTIFICATE 271 Cambridge Sweet HOLDIM, TRAM XT CERTIFICATE DOW NOT AMEND, EXTEND OR 6 ALTER THd GOVINAGN AEPM90 5Y T LILIES BELOW. P. 0. Box 410128 COMPANIES AFFORDING COVERAGE Cambridge, MA 02141.0901 COMPANY NY Maw.aetr Imurenvt Co. INSVIIED COMPANY MacLeod Brothers, Inc, B Hanover Insurance Co. 63 Reservoir Park Drive COMPANY Rockland MA 02370 C COMPANY D . ... rt/�;-.;' .w7 •I<� y:Y.ai{%f� .:�'. :rj.: �- n-'�:i':Y�iY THIS 15 TO CERTIFY THAT TWE POLICIES OF INIVRANCE LISTED SE1.OW HAVE BEEN ISSUED TO THE ENSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY RECUIRI MENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY dE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HIMN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE SEEN REDUCED BY PAID CLAIMS, TIL TYPE OP INSURANCE POIAV RUN" "MY 11IM NYE POLICY 9XINNTION U11111701 DATEiMM100NW DA"MMIODM(I A LWILIT' BIND069795 8101!87 8/01/98 of 69-0—m it— t 2000000 X COMMEWJX GENERAL LIABILITY PAo0V0»•COMPIOP A00 t 2aao000 OLAIMO MADE Q OCCUR PPIONAL 6 ACV INJURY 1 OWN I!'f tr OONTRACTOA'a PHOT fAON 00MA (ENN:E e PIAS DAMAGE(Any ay Ilya t Igm ME0 VM JARY O t 8 AVTOMO/1MLNOriiTb MND069790 Iloilo? 8/01196 ANY AUTO COMSMIEO SINGLE LIMIT t AIL OWNIZI AUTOS !ODES X SCMEOVLED AVros Ihr URY $ SO0000 X MIRK AVTO! XI NON4WNM AUTO! (P�owN II(N(Y E 900000 I PRoPERYr DAMAGE I 390000 own LIAiKRY AVrO ONLY•FA AQOIDE"Y 41 ANY AUTO OTMiR TNA"AVTO ONLY., EACM ACCIDENT E AOOAEOATE t B EJ(OEee NAWIT DINNO9797 BJQt 197 8101188 EAC"OCCIIIwNCE 1 2000000 X VMEAEUA Pow ApORGATt E ?000000 GTIIE TNA"VIAP111"Pow E 9 WOREEReOUNIMIATIONANO 81NDOB9792 6101197 6/01/96 x I wLGYLINE'L1wMTv ELtAC"ACCIDENT { !00000 THE►ROPR[TON INCL EL OISEAIR•POLICY LIMIT f sa0000 PARTrIEPAADECVTIVE CRICIMARE EXCL 16 COMM•EAIM t SOOa00 OTIAR � T rim Of"I ON OP OPERATIONSILoeATIONV4WOMIOPEOIAL RM RE: STONEMAM SAVINGS 76 FAX: a70 4580 ATTN: LIS MA 6Q SAPS, ME ..a TOWN OF NORTH ANDOVER mom ANY OF TwE Avon 0104111=01 Pavel" K DANDRISD snom TM exMrATION DAIS TMEREoP, THE MUM 6OWANY WILL WpVON TO RINK NORTH ANDOVER BUILDING DEPT, 10 DAYS WNITTIN NOTICS TO TME CIPITIPIOATS IIDLDSN NAMm TO TNN LEP?. 146 MAIN STREET IWV MILUM TO"MAIL VAN NOTICE SMALL IMPOSE No OPLIOMION OR L NUTY NORTH ANDOVER MA 01845 ND URN "a CO Y MM IMAIVEa. AVT AYNE TOTAL P.02 N0U-27-1996 11:53 FROM MacLeod Bros.G.C. 's TO NE5*GRUUN F'.01 of �r.7 v�LC '(701r•�nO�t�tKl7lUC ��•/��a5¢r/(��U.'.11d � .••.••••. 24963 "e Restricted To: It \ PAR WXT OF POK IC.SAFETY *' 9)<Si»ZL�A:SUPERVISOR IXLEASE' ' % Is - None 1�' ,Ef�thdate: 1A - Aasonry only Ilji1p439 16 - 1 i 2 Family Noes f 4 i {�ifQRa.,;; �} Failure to possess a current edition of the "`.�. {w�c,' i �_ + '�• �J `. F.assach'Attts State 8uiildino 'ORBS A AAtlE00 is cause for revocation of this license. TURNERS WAY NORVEtt. NA SZ161 S�$;? r yr 3 7 nf ` 9 JoB WALTER A. McKINNON ASSOCIATES SHEET NO. OF 278 Washington Street h 0 �q WEYMOUTH, MASSACHUSETTS 02188 CALCULATED BY DATE `" "` , I (617)331-5898 CHECKED BY DATE SCALE -- - 6 61 1 12 �y ' I / 1C. tti 4 � of WALTER A. yG Mc NNON o #12174 �; T GTURAL � T�1 l„ � 2 2 1997 to I/,:Ji.l:i lett MISS CBIS It 61 F1i1"miy 1,'Fvice IUt.L f-IIF.L I bw 8b0 f;JL,'NtiiS,1,,c.,1't;1�.�Uufv,�)h,NH 034J8 - •• I JOB --� © [��� Y I X1/1 (� l_J 1 !✓1 -� WALTER A. McKINNON ASSOCIATES SHEET NO. OF 278 Washington Street WEYMOUTH, MASSACHUSETTS 02188 CALCULATED BY DATE (617)331-5898 CHECKED BY DATE - SCALE pe �.� . ...--- -. - --t C 61 ` N � tLJ`w to i 1 I r I )" f 4 � OF MgssgC' T'S�-`�a.�►�_�q7 WALTER A. yGN f McKINNON o #12174 STRUCTURAL ,o Pip 6� a SFp 2 2 1997 to HoJWa+CA NEBS 015fl.M pi" nq ScfvicN lull liiEE 1 bv1:$bb tiJJ IV Us,iiw_NrI,.nurouyIl,MI 0,3458. Sep-16-97 08:50A DRL ASSOCIATES, INC. 617-340-6051 P.02 ARCHITECTURAL SHINGLES 2x'4 PRE-ENGINEERED TRUSSES 24" O.C. ICE i WATER 12 SHEILD CONT. SEAMLESS 8 REMOVE EXISTING FLASHING AS REQ'D. ALUM. GUTTER V PROVIDE 2-2X12 PT NAILERS FASTEN EVERY l'-O' OC W/ ANCHOR BOLTS SECURED TO QT.O. PLA E EXISTING PARAPET � � n to N i EXISTING ROOF TO REMAIN X9 BLOCKING AS REQ'D PRIMED WOOD MOLDING SIM TO BOROSCO CONT. ALUM. ;- u8191 SOFFIT VENT i N n PRIMED WOOD MOLDING SIM TO BOROSCO 2'-0" I'-O" 1i81°Il T c�0 2 2 I997 A-9S A V E DETAIL SCALE: I/2' = 1'-0" DRIB and ASSOCIATES INC. EWN: NEHAM SAVINGS BANK BANK BUILDING ARCHITECTS MA SCALE: AS NOTED Td 31T-531-pMl 2 wast atrsst suits a asymoUU6 mass. 02190 tam CIT-340—eau97 a a MacLEOD �R t BROSS �- INC. Y r LEUV N OF MQN�]���Q� TO: DATE: j? 2 �� RE: S�/res WE ARE SENDING YOU: _herewith _under separate cover - via: //4"/V _shop drawings _prints _plans _specifications _submittals _other Copies Date No. Description 15e7_ 4-A1611v&Z!72e;-,0 TRUS 5 0.x.4tit/��G S e�ar/412 Le772�a _ ��Ex��a�STRi THESE ARE TRANSMITTED, as checked below _For approval _Approval as submitted ✓For your use _✓As requested _Approved as noted _ Returned for corrections _For review & comment -�Other /A/GC1'45_ GviT/1ScrBMiTj�� fx- iS Fr>i2 For BIDS DUE Prints returned after loan to us REMARKS 14 --r4w Signed GENERAL CONTRACTORS / 63 RESERVOIR PARK DRIVE • ROCKLAND, MA a 02370 • TEL 617.871. 1003 • FAX 617.878.4580 GENERAL ROOF TRUSS DATA SHEET THESE NOTES ARE IN ADDITION TO THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DRAWINGS. FURNISH A COPY OF THIS SHEET TO THE ERECTION CONTRACTOR. The following trusses were designed/reviewed by MiTek Industries, Inc. based on information provided by specified truss fabricator. All information on the truss drawings should be reviewed by the overall building designer/engineer. to insure proper building codes and project requirements have been complied with before fabrication. Design is based substantially on TPI and NDS standards in effect on the dated specified on the drawing. Erection, Handling, Safety Precautions, Temporary or Permanent Bracing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer or the Truss Manufacturer and therefore are not a part of these engineered drawings. Trusses are designed as individual components. All lateral bracing specified on these truss drawings is intended to provide lateral restraint for individual truss members only. The design, amount and proper installation of additional permanent bracing is the sole responsibility of the designer of the complete structure. Adequate temporary bracing is the sole responsibility of the truss erector. Competent professional advice should always be obtained relative to truss bracing, erection requirements and connections. See HIB-91. The too chord shall be laterally supported with properly attached sheathing, unless noted otherwise. The bottom chord shall be laterally supported with properly attached continuous lateral bracing at 10'-0" maximum intervals, unless noted otherwise. ® Denotes location of continuous lateral bracing designed by others. Provisions for adequate drainage should be met on all trusses with any too chords slopes less than a 1/12. All connector plates are 20-ga. M20 plates applied on both faces, centered and oriented so that the second plate dimension is parallel to the truss chord, unless noted otherwise. All connector plates must be manufactured by MiTek Industries, Inc. or its auxiliaries: Gang-Nail, Hydro-Air, or Panel Clip Connector Plate Code Approvals: BOCA 86-93, 85-75,91-28; HUD/FHA TC3 17.08; ICBO 1591, 1329, 4922; SBCCI 87206,86217,9190; WISC/DILHR 870040-N, 930013-N, 910080-N. The drilling of holes, notching, cutting or removing any cross sectional area of any truss member, unless noted otherwise, will VOID the drawing. The effect of lateral thrust (force) and horizontal movement on the supports of scissors type trusses is not a consideration of this design. The designer and/or builder of the structure must give due consideration to the lateral thrust and horizontal movement created by scissors trusses in the design and construction of adequate truss supports. Neither the truss designer, metal plate manufacturer nor the truss fabricator assumes any responsibility for the design and construction of the truss supports. Professional advice should be obtained relative the strength, construction and design of the truss supports. Truss to bearing connection to be designed by others. Tr::sses should be inspected prior to and after erection to insure the-ir !structural integrity. Tresses should be inspected for plate embedment, damage to the lumber (cracks, breaks, crushing, etc.), bow, variation from plumb etc.. For a full list of guidelines see HIB-91 and QST-86. All gable type (non-structural) trusses are to have all vertical studs exceeding 8'-0" in height L-braced to provide lateral restraint. In addition, all these type trusses are not designed for wind exposure to the gable face, unless noted otherwise. Trusses requiring the usage of a cap (piggyback). truss are to be field spliced together where the base truss meets the cap truss with 2x4x48"N2 scabs on one face only and fastened with 6-10D nails each half, unless noted otherwise .on the individual truss drawing. There is a minimum of two scabs required for each truss-cap combination. X11 NIAgI01y/ M OF NEW Hq�� JAMES N, N 8OJAMES NOOA ,� BONDOR ° �, 224W o 't MiTek Industries, Inc. �• '0 8140w Dwg.# D 9 I 1 ��`�SsrosA E ` •,`��� t,ANG NI £OAH SDQ7-002-102095 � �\ O-8—TZ n � O—b—TZ v� r W I 0 S L —j- 0-0-61 L0—O-6T n 18 u LO--L 1f o I m 90—L m N Q Lo VILL 0 IN O I F O I m ' N ? U W 0-0-61 I OL -r Q L a r L � k`J O—b—b W E) U 11 11 1 IN �/ I to-o-sT n 0-0-9T LO n I I 0—O-9E O I I � s i O-8-TZ 0-6-Tz 0-8-D, O I I r-I 0-0-6T 0 I N I 0 N O I O I N N O I I 0-0-6T N I N I �1 0-�- 6 0-0-ST 0-0-9T O 0-0-9c O 1 LO 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10032 'lob Truss Truss Type sty Ply Macleod Bros./Stoneham Savings Y355959 MACLEOD T•O1 DROP TC HIP 1 Z G.V.MOORE LUMBER CO.,AYER. MA 01 632 4.0.32 s Aug 29 1997 M(Tek Industries,Inc. Wed Sep 17 13:40:59 1997 Page i 14.8-4 21-&12 27-9-6 36-0-0 38.9-0 2-9-0 t�2� 65.12 6-7 8 &5.12 a2.8 2.9 .itft Op,Iy PAUL W, x Le8ARp0y �. SMCnlRAL 7:8= as4= 08 2x411 7xe= M '9a �CII:,011,12 rEe`�i.� P 6.00 F12 ONAL M B a v 1 1s Is 17 14 13 111 12 11 19 10 20 B o 4x1011 5xa= 6)6= axe= 54= 4x10 II 8-0-12 14-84 21-3.12 77.114 36-0-0 6-0.12 6.7-6 6-7-E 6.7.8 e.0.1z Plate Offsets IX,Y): 12:0-0.7 0-0-21, 8:0-0-7,0.0-21,112:0.2-12,0-4•8 113:0-3-0 0-4-81 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.48 Vert(LL) -0.24 12-13 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TLI •0.36 12-13 >999 BCLL 0.0 Rep Stress Incr NO W5 0.79 Horz(7L) 0.10 8 n/a BCDL 10.0 Code SOCA/ANSI95 (Matrix) Min Length/LL def! = 240 Weight:4361b LUMBER BRACING TOP CHORD 2 X 6 SPF No-2 TOP CHORD Sheathed or 6.0-0 on center purlin spacing. 607 CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 10.0.0 an center bracing. WEBS 2 X 4 SPF Stud Connect Tie-in truss(es)with Connect Tle-in truss(es)with REACTIONS Iib/size) 2=5453/0.5.9,8=5444/0-5-8 Simpson7147012b hangeror Simpson LUS2(9 hengeror Max Hort 2=243(ioad case 31 eq&alert Attachment to truss is as equivalent Attachment to truss is as Max Uplift2=-1796(load case 4), 8=-1796(load case 4) specilled by hanger manufacturer, Specified by hanger manufacarrer. AT 7pikiTS 10 11 IS FORCES (Ibl TOP CHORD 1-2=151, 2-3=•8829, 3.4=-9332,4-5=-9294,5-6=-9294,6.7=-9295, 7-8=-8615,8-9=151 BUT CHORD 2-16.6938, 15-16=6938, 15.17=6882, 14-17=6882, 13-14=6882, 13-18=9330, 12.18=9330, 11-126870, 11-19=6870, 10-19n(51170, 10-20=6926. B-20=6926 WEBS 3-15=2123,7.10=2131,4-13--022, 6-12=-342,3-13=3209,b-12=-47, 7-12=3177 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3")Nails as follows: Top chords connected with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 rows) at 0-5-0 on center. Webs connected with 1 ►awls)at 0-9-0 on center. 2)This truss has been checked for unbalanced loading conditions. 31 This truss has been designed for the wind loads generated by 90 mph winds at 25 R above ground level, using 5.0 psf top chord dead load end 5.0 psf bottom chord dead load, 100 mi from hurricane aceanline,on aonlg(ft an occupancy category I, condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE ��;1 ��li'; 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If parches exist. �,3� they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 ?41 PA' 4)Except as shown below,special Conneation(s)required to support concentrated toadlal•Design of +yr connection(s)is delegated to the building designer. 5) Provide adequate drainage to prevent water ponding. ON 6) All plates are M2o plates unless otherwise indicated. SIM 7)This truss has been designed for a rive load of 20-Opsf on the bottom chord in an areas with a clearance , greater than 3-6-0 between the bottom chord and any other members. i G 8)Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 1796 lb uplift at joint 2 and 1799 Ib uplift at joint S. 9)This truss has been designed with ANSI/TPI 1-1995 criteria. Continued on page 2 U9/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 10033 Job Truss Truss Type Qty Ply Macleod Bros./Staneham Savings - Y355958 MACLEOD T-01 DROP TC HIP 1 Z G.V.MOOR E LUMBER CO.,AYES, MA 01432 4.032 s Aug 29 1997 MTok Industries,Inc. Wed Sep 17 13:41:02 1997 Page 2 NOTES 10)Load caseW 1, 2,3,4, 5,6 has been modified. Building designer must review loads to verify that they are correct for rhe intended use of this truss. LOAD CASEI51 1) Regular: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads Iplf) Vert: 1-2=-100.0,23=-100.0, 3.4=-50.0,4-5=•50.0,5-6=-50.0,6-7=-50.0,7-ga-100.0,8-9=-100.0,2.16=-20,0, 15-160-60.0, 15-17=-282.5, 14-17a:-242.5, 13-14=-242.5, 13-18=-282-5, 12.18=-242.5, 17-12--242.5, 11-19ID_242.5, 10-19=.282.5, 1 o-20=-60.0, 8-20=40-0 Concentrated Loads(lb) Vert: 15 c-1101 10=-1101 2)Wind Left:Lumbar Increase=1.33,Plata Increase=1.33 Uniform Loads Iplf) Vcrt: 1-2=29.9, 2-3=0.4,3.4=3.6,4-5=3.6,5-6-3.6,8-7m3.6, 7-8=33.8, 8-9=83.4, 2.16=-10.0. 15-16=-10.0, 15-17-92.6, 14-17=92.8, 13-14=92.6, 13-18=92.6, 12-18-92.6, 11-12=92.6,11-19=92.6, 10-19=92.6, 10-20=-10.0,8-20=•10.0 Harz: 1-2=.39.9, 2-3=-10.4,7.8=43.8, 8.9=73.4 Drag: 3-4=0.1, 6-7=-0.1 Concentrated Loads(Ibl Vert: 13=462 10 m 462 3)Wind Right: Lumber Increase m 1.33,Plata Increase=1.33 Uniform Loads(pltl Vert: 1-2=53.4, 23=33.8,3-4=3.6, 4.5=3.6, 5-6=3.6, 6-7=3.6,7-8=0.4,8-9=29.9,2-16=-10.0, 15-18=-10.0, 1a-1792.6, 14-17=92.5, 13-14=92.6, 13-1B=92.6, 12-18=92,6, 11-12=92.6, 11-19=92.6, 10-19=92.6, 10-20=-10.0, B-20=-10.0 Harz: 1-2=-73.4, 2-3=-43.8, 7-8=10.4, 8-9=39.9 Drag:3-4.0.1, 6-7=-0.1 Concentrated Loads(lb) Vert: 15=462 10=462 4) 1 st Wind Parallel:Lumber Increase a 1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=63.4,2-3=33.8,3-4+83,6,4-5=3.6,5.6=3.6,6-7=3.8, 7-8-'33.8,8-9-63.4, 2-16=10.0, 15-18=-10.0, 15-17=92.6, 14.17=92.6, 13-14-92.6,13-18w92,6, 12-18=92.6, 11-12=92.6,11-19=92.6,10-19=92.6, 10-20=•10.0,8-20=-10.0 Harz: 1-2=-73.4,2-3=-43.8, 7-8w43.8, 8-9=73.4 Drag: 3-4=0.1, 6-7=-0.1 Concentrated Loads(lb) Vert: 16=462 10=492 51 1st unbalanced Regular: Lumber Increase=1.15,Plate Increas0=1.15 Uniform Loads(plfl Vert: 1-2=-100.0, 2.3=-100.0,3-4=-50.0, 4.5=-50.0,5.6=-50-0, 6-7=-50.0,73=-20.0, 8-9e+-20.0,2-16=-20.0, 15-18=-60.0, 15-17=-282.5, 14-17=-242,5, 13-14=-242.5, 13.18=-282.5, 12-18=-242.5, 11-12=-242.5, 11-192-242.5, 10-19=-282.5, 10.20=-60.0,8-2o=-20.0 Concentrated Loads(lb) Ven: 15=-1101 10=-1101 6) 2nd unbalanced Regular: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Verr: 1-2=-20.0,2-3=-20.0,3-4=-50.0,4-5=-50.0,5.6=-50.0. 6-7=-50,0,7-9=-100.0,9-9--100,0,2-100-20.0, 15-16=40-0, 15-17=-282-5, 14-17=-242.5,13-14=-242.5, 13-18--282,5, 12-18=-242.5, 71-12=-242.5, 11-19=-242,5, 10.19=-282.5, 10-20=-60.0, 8-20=-20.0 Concentrated Loads(Ib) Very: 15=-1101 10=-1 101 � PA-X Lem"ON LE BARRO UL S� PAULK W. STRUMFIAL q 9 312C9�p ` .off 9155 Hill �� U9/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 44-+ G V MOORE 10034 Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355959 MACLEOD T-02 DROP TC HIP 1 1 G.V.MOORE LUMBER CO.,AYEH, MA 01432 4.0-32 s Aug 29 1.997 MTek Industries,Inc. Wed Sep 17 13:41:07 1997 Page 1 —&0 0 2s.9.9 30-8-5 384-0 38-9z y.g 0 5.3.11 4-10-13 7-9-87•e-0 410 13 5 311 z-9 9 718= ace II 7A= 4 5 L°6ARRON s�� 7J'SIOAfALC� 5xe= - 5 �v v �'Q S o 01e 10 9 id 13 15 12 11 1 3x4= 34= 3x8= 319= 314. 10-0-12 18 0 0 25-11.4 3� 10-0.12 7-11.4 7-11.4 10-0-12 Plate Offsets(X Yl: 12:0-0-12 ed a), 18:0-0.12.ed e LOADING (psf) SPACING 2-0.0 CSI DEFL (in] (1001 I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.61 Vert(LL) -0.21 12-14 >999 M20 197/190 TGDL 10.0 Lumber Increase 1.15 BC 0.54 Vert(TL) -0.30 12-14 >999 BCLL 0.0 Rep Stress lncr YES WB 0.92 Horz(TL) 0.12 8 nla BCDL 10.0 Code SOCA/ANS195 (Matrix) Min Length/LL deft = 240 Weight 187 1b LBRACING UMBER TOP CHORD 2 X 6 SPF Ne.2 TOP CHORD Sheathed or 3-6-13 an center purlin spacing. BOT CHORD 2 X 4 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud WEDGE Left-1 X 4 SpFtAa Right: XX 49"6-Tuc REACTIONS lib/eizel 2=2569/0-5-8,82569/0-5-6 Max Hoa 2--28711oad ease 2) Max Upllft2=-609(load case 4),8=-609(load case 4) FORCES (Ibl TOP CHORD 1-2=146, 2.3=-3422, 3-4=-3062,4-5=-3062.5-6=-3062, 8-7=-3062,7-S�-3422.8-9=146 BOTCHORD 2-14=2644, 13-14.2465, 13-15=2465, 12-15=2465, 12.16=2465, 11-16=2465r 10-11=2465,8-10=2644 WEBS 4-14=415,5-10=415,5.12=-841,3-14=-210,4-12=794, 6-12=794,7-10=-210 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceenline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCAIANS195 if and verticals or cantilevers exist,they are exposed to wind. If parches exist, Mom they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 �'Zw H 3)Provide adequate drainage to prevent water panding. mot �Py�J a) All plates are M2o plates unless otherwise indicated. .s, JL 5)This truss has been designed for a live load of 20.09§1 on the bottom chord in all areas with a clearance ���Y PA� a W a '� greaser than 3-8-0 between the bottom chord and any other members. W LE BARRON Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 609 lb uplift at joint 2 and 609 Ib uplift at joint S. 7)This truss has been designed with ANSVTPI 1.1995 criteria, o* q,)5, LOAD CASE(S) Standard - oeo r 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE la 035 `Job Truss Truss Type Oty Ply Macleod Bros_/Stoneham Savings . Y355960 MACLEOD T-03 DROP TC HIP 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0-32 S Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13:41:14 1991 Page 1 .g p 8.3 11 12.2.9 1840 23.9•A 29-&5 i 36-0-0 230 8.3-11 5-10.13 5-9-0 5.9.9 510.13 &3-11 ar o PAUi.11Y. = 4x4= bks= aoo 12 o /a1r6 � 7x8�i 7x84* 1srOHALE��\� 7 3 � exs- fixe'=e a 1 11 12 10 13 U B 15 is exlo M18= fix10 M1a= 12312 180-0 23-11-4 364W 12.0.12 5-114 55.11-4 12-0-12 Plate Offsets(X,Y): 12:0-1-0,edge 1,13:0-4-0,0-4-81,17:0.44)0-4-81,(8:0-1-0,ed e),19:0-5-0,ed a 110:0-5-0,edge LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.54 Vart(LLI •0.75 9-10 >568 M20 197/190 TCDL 10.0 Lumber increase 1.15 BC 0.99 Vert(TL) -1.00 9-10 >430 M18 141/138 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.12 8 n/a BCDL 10.0 Code 110CA/ANS195 (Matrix) Min Longth/LL deft - 240 Weighr. ISO Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3.2-3 on center purlin spacing. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10.0-0 on center bracing. WEBS 2 X 4 SPF Stud WEBS Zx4 T-Brace 5.10,5-9 WEDGE Left_2 X 4S?F011 e,Right Z X 4WS" Fasten T and I braces to narrow edge of web with 1 Od common wire nails Bin o.c., with 3in minimum and distance. Brace must cover 90% of web length. REACTIONS (Ib/size) 2=2905/0-5-8,8=2292/0-5-8 Max Horz 2=3991load case 3) Max Upl)ft2=-620(load case 4),8=415(load case 4) FORCES (lb) TOP CHORD 1-2=146,2-3=-3463,3-4=-2980,4.5=-2338,5.6=•2355, 6-7.-3012,7-8=-3485 BOT CHORD 2-11=2684, 11-12=2884, 10-12=2684, 110-13=2555, 13-14=2555, 9.14=2555.9-15=2754. 15-16=2754,8.16=2764 WEBS 4-10-941, 6.9=978,3-10=-403,5-10=•372,5-9--343,7-9=-481 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanl)ne, on 09� an occupancy category 1,condition I enclosed building, of dimensions 45 ft by 35 ft with exposure C ASCE �F°■v 7.93 per BOCA/ANSI95 If end verticals or Conti exist,they are exposed to wind. If porches exist, 01 / they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 + t PR L 3) Provide adequate drainage to prevent water ponding. W. 4)All plates are M20 plates unless otherwise Indicated. 5)This truss has been designed for a live load of 20.0pef on the bottom chord in all areas with a clearance (ERON e greater than 3-6.0 between the bottom chord and any other members. * S 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 620 lb uplift at joint 2 and 415 lb uplift at joint 8. 7)This truss hu:been designed with AN5UTP1 1-1995 criteria. LOAD CASE(S) Standard r 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 16 036 Job Truss Truss Type Qty Ply Macleod Bros.!Stoneham Savings - Y355981 MACLEOD T-04 DROP TC HIP 1 1 G.V_MOORE LUMBER CO AYER,MA 01432 4.0-32s Aug 29 1997 MiTek Industries, Inc. Wad Sep 17 13:41:22 1997 Page 1 -2.8-0 7-3-11 14-2-8 21.5-a 29.8.5 36-0-0 2.9-0 7-3-11 6-10-13 7-7-0 6.10-13 7311 9,00 F12 q 7x8 i 7� 6 SaB= 5x5- 7 v 0 1 14 73 15 12 11 1e 10 9 17 8 1[! 1.5xa II 34= 3t4= 34= axe= 1.5x411 7.3.11 14.0.12 21-11.4 29-0.5 36-0-0 7.3-11 6-9.1 7-10-9 69.1 7-3-11 Plate Offsets IX Y1: 12:0-0-12,edeJ, (3:0.4-0.0-4-81 18;0-4-0,0.4.81 17:0-0-8,ed e LOADING(psf) SPACING 2.0-0 C31 DEFL (in) (Inc) I/daft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0,2610-11 >999 M20 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0.94 Vert(TU .0.38 10-11 >999 BCLL 0-0 Rep Stress Incr YES WB 0.44 Harz(TL) 0.13 7 n/a BGDL 10.0 Code 60CA/ANSI95 (Matrix) Min Length/LL deft = 240 Weight: 188 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No-2 TOP CHORD Sheathed or 2-9-8 on center purlin spacing. BOT CHORD 2 X 4 SPF 2100F 1-8E •Fxcept' BOT CHORD Rigid ceiling directly applied or 8-4-13 on center bracing, 2-12 2 X 4 SPF No.2 WEBS 2x4 T-Brace 3-11, 4-10, 6-10 WEBS 2 X 4 SPF Stud Fasten T and I braces to narrow edge of web with 10d WEDGE Left: 2 X 4 SFF 57VID common wire nails Sin o.c.,with 3in minimum end distance- Brace must cover 90% of web length. REACTIONS(Ib/sizel 2=2641/0-5-8, 7w2347/0-5-8 , Max Herz Z-444(load case 31 Max U lift2.-620(load case 4),7=•415(load case 41 PAI, �I.? r � P a LOBAR M FORCES 116) STEWCTURAL :4 TOP CHORD 1-2=+146, 2.3=-3514, 3-4=-2785,4.5=-2183,5-6=-2787, 6-7=-3565 BOTCHORD 2-14=2705, 13-14x2705, 13-15=2705, 12-15m2705,11-12=2705,11.16=2168, lo-le-2168, 9-11)=2804, 9-17=2804,8-17=2904,8-18=2905, 7-18=2805 �Cri1f�' WEBS 4.11=727,5.10=735,3-11=-682,410=-7,3-13=190,6-10=-876, 6-8=286 NOTES 1)This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chard dead load, 100 mi from hurricane oceanline,on tl880a �F an occupaney category 1, condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 95 If end verticals or cantilevers exist,the are exposed to wind. If porches exist, 7-93 per BOCAlANSI Y p they are not exposed to wind. The lumbar DOL increase is 1.33,and the plate grip increase is 1.33 ��- PAUL 1 3) Provide adequate drainage to prevent water ponding. � h w ��` 41 AJI plates are M20 plates unless otherwise indicated. LE BARRON 5)This truss has been designed for a live load of 20.0ptf on the bottom chord in all areas with a clearance greater than 3.6-0 between the bottom chord and any other members. a a S fit Provide mechanical connection(by others) of tItruss to bearing plate capable of withstanding 620 lb uplift at .� Joint 2 and 415 Ib uplift at joint 7. 7) This truss has been designed with ANSIrM 1-1995 criteria. LOAD CASEISI standard r 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10037 Job Truss Truss Type Qty PIy Macleod Bros./Stoneham Savings Y355982 MACLEOD T-05 HOWE 3 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0.3Z a Aug 29 1997 Mi 7ek Industries,Inc- Wed Sep 17 13:41.29 1997 Page 1 9 2•T 1 e 6-0 269.9 36-0-0 38 9 a 9-2-7 8.9.9 89 9 9 Y•7 2-5-0 6�6= a.00 ,z 3 o PAM STRUCTURAL NM s42p w a� b 4xe= 4xe� yr e 6� 0 9 ,4 6 7 15 12 11 10 19 t.5x1 I 3x6= 3tl{= US= 1.5x411 9-2-7 19.0-0 zs 9 8 36x.0 9-2-7 5.9-9 8.99 9-2-7 Plate Offsets(X Y): [1:0-8-0,0-0-01,12:0-4-0,0-4 8L[4:0-4-0,0 4-8j,(5:0-e-0,0.0 41 LOADING IPsf) SPACING 2-0-0 CSI DEFL (in) (lac) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.94 Vert(LL) -0.30 1-11 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -0.49 1-11 X882 BCLL 0.0 Rep Stress incr YES WB 0.79 Horz(TL) 0.14 5 n/a BCDL 10.0 Code BOCAIANS195 (Matrix) Min Length/LL deft = 240 Weight: 179 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 'Except* TOP CHORD Sheathed or 3-6-12 on center purlin spacing. 1-2 2 X 6 SPF 2100E 1.8E, 4-5 2 X 6 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 9-3-7 on center bracing. BOT CHORD 2 X 4 SPF 21001'1.8E 'Except' WEBS 1 Row at midpt 3-9 8-10 2 X 4 SPF No.2 2 Rows at 1/3 pts 2-9,4-9 WEBS 2 X 4 SPF Stud WEDGE Left 2.X 44Pwuo,Right: XX 4SPFSTUD REACTIONS(Ib/siza) 1=2435/a-5-8,5=274810-5-8 Max Harz 1=-530(load case 2) Max Upliftl=-4151load case 4),5-a-620(load case 4) FORCES (lb) TOP CHORD 1-2=-3580, 2.3=-2459,3-4m-2453, 4-5=-3605,5-6-1A6 BOT CHORD 1.12=2800, 11-12=2800, 10 11=2799, 10.13=2799,9-13 X2799,9.14=2755,a-14=2755, 7-3=2755,7-15=2757, 5-15=2757 WEBS 3-9=1701, 2.9=-1240,4-9=-1183, 2-11 =484, 4-1=468 NOTES 1)This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, 11111 m using 5.0 psf top chord dead load end 5.0 psf bottom chard deed load, 100 mi from hurricane oceanline,on �E M� of dimensions 45 ft b 36 ft with exposure C ASCE �� an occupancy Category 1, condition 1 enclosed building, Y 7-93 per BOCA/ANSI95 if and verticals or cantilevers exist,they are exposed to wind. If porches exist, i'•' �r��� �. they are not exposed to wind. The lumber DOL increase is 1,33,and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise indicated. ��� o 4)This truss has been designed for a live load of 20.0pq an the bottom chord in all areas with a clearance LE greater than 3-6-0 between the bottom chord and any other members. = 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 ib uplift alt s 4 9155 e joint 1 and 620 lb uplift at joint 5. 61 This truss has been designed with ANSI/TPI 1-1996 crlter)a. • Sc LOAD CASEISI Standard .e 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 16038 ,Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355963 MACLEOD T-05A HOWE 9 1 G.V.MOORE LUMBER CO.,AYER. MA 01432 4.o-32s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:41:35 1997 Page 1 9.2-7 18-0.0 i 9-2-7 &S-9 8 93 9-2.7 8.001Z 3 �o PAUL W. � 1.e9ARROF! $ STRUCTUML 7x64- X810.362�8� da�fL E� v 5z6= 5xS 5 1 im 0 Q 11 10 9 12 B 13 7 fi 14 1.5x4 II 3x6- 3Ye= W= 1,fis4II 9-2-7 18:g 26-9-9 360.0 8.2.7 9.9-9 9-9.9 8-2-7 Plate Offsets(X Y)_ 11:0.0-12,cd el,12;0-4-0,0-4-31. 14-0.4.0,0-4-81, (5:0.0-12.ed el LOADING(psf) SPACING 2-0-0 CSI DEFL (inl (loc) I/def! PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.94 Vart(LL) -0.30 1-10 X999 M20 197/190 TCOL 10.0 Lumber Increase 1.15 BC o.97 Vert(TU -0.49 1.10 ?883 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) 0.14 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL deft = 240 Weight: 173 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 'Except• TOP CHORD Sheathed or 3-6-6 on center purlin spacing. 1-2 2 X 6 SPF 2100E 1.8E, 4-5 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid eelTing directly applied or 8-5.15 on center bracing. BOT CHORD 2 X 4 SPF 2100F 1.8E•Except• WEBS 1 Row at midpt 3.8 7-9 2 X 4 SPF No.2 2 Rows at 113 pts 2-8,4-8 WEBS 2 X 4 SPF Stud WEDGE Left:2 X 4 SPF S L*, Right ZX 4 SPF5TUI REACTIONS (Ib/size) 1=2447/0-5.8, 5=2447/0.5-8 Max Ham 1=407(load case 3) Max Upliftl=-426(toad case 4), 5=-4261load case 4) FORCES (Ibl TOP CHORD 1-2=-3601,2-3;�--2478,3-4=-2478, 4-5=-3601 BOT CHORD 1-11=2818, 10-11=2818, 9-10=2817,9-12=2817, 8-12=2817,8-13=2817, 7-13-2817, 6-7=2817, 6-14=2818, 5-14=2818 WEBS 3-8x1736,2-8•-1244,4-8=-1244,2-10-486,4-6=486 NOTES 1)This truss has been checked for unbalanced loading conditions, 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5,0 psf top chord dead load and 5.0 psf bottom chard dead load, 100 mi from hurricane oceanliho,on y�oeae, an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE ` 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, �-` �'f� they are not exposed to wind. Tho lumber DOL increase is 1.33,and the plate grip increase is 1.33 a-W Pp�U 'tP 31 All plates are M20 plates unless otherwise indcated. I h Wf. <*' 4)This truss has been designed for a live load of 20.0pef an the bottom chord in all areas with a clearance 2 LE M&RON o greater than 3-6-0 between the bottom chord and any other members. = 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 426 Ib uplift at o S joint 1 and 426 Ib uplift at joint 5. �..` S 6)This truss has been designed with ANSI/TPI 1.1995 criteria. S/a A LOAD CASE(S) Standard r UV/19/87 118:42 FAX 33U 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10039 Job Truss Truss Type =tA Bros./Stoneham Savings Y355964 MACLEOD T-06 SPECIAL G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTak Industries,Inc. wed Sep 17 13:41:42 1997 Page 1 9 2.7 1B 0 0 21$0 28.8.4 36.0-0 9.2.7 0.0-9 341-0 7-04 7-312 6411 &.00 FIT 4 1X- 4x5= Will 5 g 7 axed 44/ 3 m i 5x6= c � 14 13 1215 11 16 10 17 9 16 8 1.5x4 II axe= 4x8 srB W8= sx5= 4xa= 9 7 1114W Ei21.8.0 28�t 360-0 9-2-7 8-9-9 3.8.0 7-0-4 7.312 Plate Offsets X-Y): 11:0-0-1 Z ed e] LOADING(psf) SPACING 2-0-0 C51 DEFL lin) (loc) I/dafl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.83 Vert(LL) -0.51 9.11 >843 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.82 Vert(TLI -0.74 9-11 >576 SCLL 0.0 Rep Stress Incr YE5 MB 10.98 Mm Lee /0LLldefl 8240 n/ a Weight 215 Ib BCOL 10.0 Code SOCAIANS195 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 *Except* TOP CHORD Sheathed or 4-0-3 on center purlin spacing, except end 1-3 2 X 6 SPF 2100F 1.8E verticals, BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 7-8-0 on center bracing, WEBS 2 X 4 SPF Stud'Except' WEBS 2x4 T-Brace 7-8,2-11,5-11,5-9, 6-B 7-8 2 X 4 SPF No.2,2-11 2 X 4 SPF No.2 Faston T and 1 braces to narrow edge of web with l Od 5-9 2 X 4 SPF No.2, e-8 2 X 6 SPF 2100F 1-SE common wire nails Sin a.c.,with Sin minimum and WEDGE Left:2 X 4 SPF STUD distance. Brace must cover 90%of web length. REACTIONS (lb/sizel 8=2511/0.5-8, 1=2465/0-5.8 - OF Max Hort 1=796(load case 3) Max Uplift8=•523(load case 4), 1=-328(Ioad case 41 �o PALL W. � �oPJlRAON FORCES(lb) STM"MML TOP CHORD 1-2=-3682, 2-3=-2567,3-4�-2302,4-5=-2328,5-6=-1599, 6-7 x-14,17-86m286 BOT CHORD 1-14-2698, 13-14=2898, 12-13=2898, 12.15=2898, 11-15=2896, 11 1ti�2203, '.+�c Com$ �$�r 10-16=2203, 10-17=2203,9-17=2203,9-18=1598,B-18=1596 WEBS 4-11=1832,2.11=-1208,2-13=418,5-11=-815,5.9=-1033,6-9=1299, 6-8=-ZB74 •S/SAL— NOTES 1)This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 90 mph Winds at 25 ft above ground level, Oeli619^ using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane acoanline,on an occupancy category I, condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCAIANS195 if end verticals or cantilevers exist,they are exposed to wind_ If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33yfi 31 Provide adequate drainage to prevent water ponding. 2 LE N 4)All plates are M20 plates unless otherwise indicated, - 5)This truss has been designed for a live load of 20.0psf an the bottom chord in all areas with a clearance S * a greater than 3-6-0 between the bottom chord and any other members. s 6) Provide mechanical Connection(by othersl of truss to bearing plate capable of withstanding 523 Ib uplift at joint 8 and 328 Ib uplift at joint 1. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE [A040 Job Truss Truss Type Qty Ply Macleod Bros. I Stoneham Savings Y355965 MACLEOD T-07 MDNO HIP 1 1 G.V.MoORE LUMBER CO_,AYER, MA 01432 4.032 s Aug 29 1997 MiTek Industries, Inc. Wed Sep 17 13:41:49 1997 Paye 1 7-A-7 14.4.0 21$15 28-&1 � 7-4.7 6.11.9 7-2-15 7-1-3 7315 fig= 7A= 2x411 7x8= a.00 12 8 4 5 6 7ffi�i 5x6= 4 - 14 13 1s 12 11 1e 10 9 17 a 7 1,511 3x9= 3x4= 3x4= 3x6= 4x10= 2x611 x4 7-A-71M5 12 21405 28-84 1 31544 7�7 7-1-5 7-13 7-1-3 7 3 15 Plate Offsets(X.Y): 1:0-0-12 ad el, [2:0-4-0,0-4 81. [3;0-b�S,O.3 81.[0.;0.4-0.0-4-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefi PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.88 Vert(LL) -0.19 10-11 >999 M20 197/190 TCOL 10.0 Lumber Increase 1.15 BC 0.86 Vert(TL) -0.27 10-11 >999 BCLL 0.0 Rap Stress Inor YES WB 0.82 Horz(TU 0-10 7 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL deft = 240 Weight: 220 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-10-14 on center purlin spacing, except and BOT CHORD 2 X 4 SPF 2100F 1.8E "Except' verticals, 7-9 2 X 4 SPF No.Z BOT CHORD Rigid ceiling directly applied or 6-11-7 on center bracing. WEBS 2 X 4 SPF Stud*Except' WEBS 2X4 T-Brace 6-7,Z-11,5-9,4-8r 6-8 6.7 2 X 6 SPF 210OF 1.8E,4-8 2 X 4 SYP DSS Fasten T and[braces to narrow edge of web with 10d 6.8 2 X 4 SPF No,2 common wire nails gin o.c.,with Sin minimum end WEDGE Left: 2.X 4 SPF$rtJO distance. Braco must cover 90%of web length. REACTIONS(Ib/size) 1=2394/0-5-8, 7=235510.5-8 Max Horz 1=715(load case 3) Max Upliftl=-327(load oase 3),7=-523(lead case 3) �O PAlILW. LOBW FORCES Iib) STR �RAL TOP CHORD 1-2=-3675, 2.3=-2845,3-4=-2219, 4-5=-1458,5-6=-1458,6-7=-2289 BOT CHORD 1-14=2900, 13.14=2900, 13-15=2900, 12.15 2900, 11-12=2900, 11.15=2211, 10.16=2211, 9-10-2218r 9-17=2218,8.17=2218,7-8-37 90 �03T WEBS 3.11=754, 2-13-286, 2-11—Sao, 4-10=332.5-8=-732,3-10=11,4-8=-1291, �'�afOJ4AL�'6` 6-8=2414 NOTESp11is� 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, ^S 1yE1fli y,�� using 5.0 psf top chord dead load and 5.0 psf bottom chard dead load, 100 mi from hurricane oceanline,on v• of dimensions d5 ft by 36 ft with exposure C ASCE PAUL an occupancy category 1,condition I enclosed build-Ing, 7.93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind_ If porches exist, rr W ¢r they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 p BAR Z) Provide adequate drainage to prevent water pondny. 3)All plates are Mz0 plates unless otherwise indicated. 955 0• 41 This trues has been designed for a live load of 20.0Psf on the bottom chord in all areas with a clearance �I greater than 3-6-0 between the bottom Chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 1 and 523 Ib uprift at joint 7. coo 6)This truss has been designed with AN51lfPl 1-1995 crite(la. LOAD CASEIS) standard 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE Q 041 - Job Truss Truss Type Qty PIY Macleod Bras.I Stoneham Savings Y355966 MACLEOD T-08 MONO HIP 1 1 G.V. MOORE LUMBER CO.,VER,MA 01432 4.0-32 5 Aug 29 1997 MTek Industries,Inc, Wed Sep 17 13:41:55 1997 Page 1 6 2-11 12.10 20-0.15 27.11.9 384-0 tr2-11 51-5 7-8•15 7-10.11 5-0-1 7x&= 7ra= 2x4 II 7x6= 3 A 5 5 8.00 rl2 4x5�i I 5x6= .r 1 - 12 13 10 14 9 9 7 1.5x411 5x5= 3x0- 416= 6x6= Zx611 6-2.11 12-2-A 200-15 27.11-0 36.0-0 6 2-11 511-8 7-t0-11 7.10-11 a-N7 Plate Offsets(X,Y): I1:0-0.8 ed ci,(3:0-5-0,0-3-g1,(4;0-4-0,0�-81.111:0.2 8.0��1 LOADING(psf) SPACING 2-0-0 C51 DEFL (in) (lac) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.913 Vart(LL) -0.22 8-10 >999 M20 197/190 TCOL 10.0 Lumber Inoreass 1,15 BC 0.97 Vert(TL) -0.32 10-11 >999 SCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.10 7 We SCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL dell = 240 Weight. 197 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-2-13 on center purlin spacing, except end BOT CHORD 2 X 4 SPF 2100E 1.8E 'Except verticals. r 6-7-11 on center bracing, 7-9 z X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied o 9 WEBS 2 X 4 SPF Stud 'Except' WEBS 20 T-Brace 5-7, 5-8,4-8, 6-8 6-7 2 X 4 SPF 2100F 1-8E,4-3 2 X 4 SPF No.2 Fasten T and I braces to narrow edge of web with 1 Od 6-8 2 X 4 SPF No.2 common wire nails gin o.c.,with Sin minimum end distance- Brace must cover 9096 of web length, RFAGTIONS(lb/sizel 1=2310/0-3-8,7=231410-6-8 V Max Harz 1�618(load case 3) �`Cg Max Uplift/=-353lload case 3), 7=-499(load case 3) �0`? FA LULL W. UOPMON FORCES llhl ' TOP CHORD 1-2=_3573,2.3=-3007,3-4=-2602. 45=•1807,5.6=-1807,6.7=-Z239 �' � � w HOT CHORD 1-12=2821, 11 tz-2821, 11-13=2357, 10-13=2357, 10-14=2599, 9.14=2599, ,Q 8-9-2599, 7-8F32 9� �CIST1E�' WEBS 3-11--2597, 2-12=112,2-11=-559, 4-10=91,5 e>■-641,3-10=359,4�=•1170. �r�vmAL`��` 8-8=2596 NOTES heeus inds at 25 ft above ground level, 1)This truss has been designed for the wind loads generated by 90 mph w using 5.0 pst tap chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline, on �,��E'81 IT an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE pA�! 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If parches exist, •eY�, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 2)Provide adequate drainage to prevent water ponding. s LE BARRON 31 All plates are M20 plates unless otherwise indicated. 4)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3.6-0 between the bottom chord and any other members. K• 4, a= 5)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 353 Ib uplift at joint 1 and 499 Ib uprift at joint 7. bit -• 6)This truss has been designed with ANSI/TPI 1.1995 criteria. a� LOAD CASEW Standard 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 44.4 G V MOORE 10 042 Jo b Truss Truss Typo —7::::]city Ply Macleod Bras.1 Stoneham Savings Y355967 T-09 MONO HIP 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 NuTsk Industries,Inc. Wed Sep 17 13:42:02 1997 Page 1 z_e,o to to a 19-34 27-6_12 35-0-0 2-e.0 10-10.0 9.54 6-3-0 6 6 4 tixe= 4,14= 4x8= 21411 �- e.00 1z 4 5 6 7 8 lxe4 3 5x6= c 09 S 15 14 16 16 12 1711 10 1.5x411 30= 3x4= 4x6= 4x10= b411 3x6= 10-11-12 18 3.1 27$12 360-0 10-11-12 9.3 a e-3 s 1664 Plate Offsets(X Y)_ [2:0-0-12,ed el. [3:0.4.0.0-4-8 14:0-5-4,0-3-81 LOADING(psf) SPACING 2.0-0 CSI DEFL (in) ([oc) I/dell PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.94 Vart(LLI -0.27 12-14 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 8G 0.79 Vert(TLI -0.44 12-14 >967 BCLL 0.0 Rep Stress Incr YES WB 0.94 Harz(TL) 0-09 Min Length/LL daft =gn/a BCDL 10.0 Cada SOCAIANS195 2b0 Weight: 197 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-3-14 on cancer purlin spacing, except end BOT CHORD 2 X 4 SPF 2100F 1,13E verticals. WEBS 2 X 4 SPF Stud *Except* BOT CHORD Rigid ceiling directly applied or 8 0-5 on canter bracing. 8-9 2 X 4 SPF 210OF 1.8E, 8-10 2 X 4 SPF No.2 WEBS 2x4 T-Brace 8-9,5-10, 8-10 WEDGE Left.Z X 4 SPF Mb Fasten T and 1 braces to narrow edge of web with 10d common wire nails sin a.c.,with Sin minimum and distance. Brace must cover 9096 of web length. REACTIONS (Ihtsizel 2=2593/0-5-8,5=2293/0-M Max Harz 2-668(1oad case 41 OF Max Uplift2=-553(load case 4), 9—U211oad case 31 moo'; PAUL X11. � FORCES(lb) TOP CHORD 1-2=73, 2.3=-3428,3-4�-2894,4-5=•2858,5-6=-2006,6-7=-2006, 7-8=•2006, STRUCTURAL 8-9=-2210 -16=2413, 12-16=2413, 12-17.2858, HOT CHORD 2-15=2791, 14.15=2790, 13-14=2413, 13 .e���' 11-17=2858, 10-11=2858,9-10=0 •�jrd WEBS 4-14=523,3-14=-469, 5-12=-66,7-10=•829, 4-12=592.5-10=-1143,8-10=2692, ,q ,aL 3-15=109 NOTES 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, y0�c using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 rri from hurricane oceanline, on � an occupancy category I, condition I enclosed W1��W if building,of dimensions 45 ft by 36 ft with exposure C ASCE ©� 7-93 per BOCAIANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, _ �� PAUL they are not exposed to wind. The lumber OOL increase is 1.33,and the plate grip increase is 1.33 ► 2) Provide adequate drainage to prevent water ponding- y W. 3) All plates are M20 plates unless otherwise indicated. z LE BARN � 4)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-"between the bottom chord and any other members. 9155 5)Provide mechanical connocr6on (by others) of truss to bearing plate capable of withstanding 553 Ib uplift at •�e.AO �� �-'0e joint 2 and 482 Ib uplift at joint 9. ti 6)This truss has been designed with ANSI/TPI 1-1995 criteria- /aN Continued on nage 2 l 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE R043 •Job Truss Truss Type my Ply Macleod Bros./Stoneham Savings Y355967 MACLEOD T•OS MONO NIP 1 1 G.V.MOORS LUMBER CO_,AYER,MA 01432 4.0-32 s Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13;42:04 1997 Page 2 LOAD CASE(S) Standard NEw 84PAUL o? PAl1L W. siau ON 2 LE BARRON $via.34i1a915 "Fla •j 0 r 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 044 - Job Truss Truss Type Qty ply 1 Macleod Bros./Stansham Savings Y355968 MACLEOD T-10 HOWE 1 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 M)Tek Industries,Inc. Wed Sep 17 13:42:09 1997 Page 1 -21----0-0 F 5-7.7 10 t0.0 12-10-0 20.5.8 2i�1-0 36.0 0 2-9-0 5.7.7 5.2.9 2.0-0 7-741 7-7-8 7-11-0 5x8 I I 9,00 12 Ire s 7xB 2x4 11 718 5 e e 7x94 m m 5ffi� ' i III O t 14 13 15 12 to 11 10 B axle= 3x4= Us= 4x12= era 11 4x6= i 5-7-7 10.10-0 20-M 26-1-0 3641-0 5,7-7 5.2.9 9-7.8 7-741 7-11-0 Plate Offsets 1X.Y1: 12:0-0-12,ad el, 13:0.4-0 0-4-6], LOADING(psfl SPACING 2.0.0 CSI DEFL (in) Ileal Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.71 Vert(LL) -0.38 12-14 >999 M20 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0.69 Vert(TL) -0.5612-14 >766 BCLL 0.0 Rep Stress lncr YES WB 0.96 Horz(TL) 0.11 9 n/a BCDL 10.0 Code SOCA/ANS195 (Matrot) Min Length/LL def! = 240 Weight 196 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-0-14 on center purlin spacing, except and BUT CHORD 2 X 4 SPF 210OF 1.8E verticals_ WEBS 2 X a SPF Stud-Except' BUT CHORD Rigid ceiling directly applied or 8-7-4 on center bracing. 8-9 2 X 5 SPF No.2,4-14 2 X 4 SPF No.2 WEBS 2x4 T-Brace 8-9,5.14, 6-10, 8.10 8-10 2 X 4 SPF No.2 Fasten T and I braces to narrow edge of web with 1 Od WEDGE Left..2 X 4 GPF Sl Vb common wire nails gin o.c., with 3in minimum end distanoe. Brace must cover 90% of web length. REACTIONS(lb/size! 9=224610-5-8, 2=266810.5-8 '�� Drsfs Max Harz 2=570(load case 41 0� PA1.{�t .�11 �. Max Uplift9--35211oad case 4),Z=s-580(load case 4) Ire611lEi-8 �. Ofl FORCES(Ib) �� L 1�0 TOP CHORD 1-2=145, 2-3=-3417,3-4=-3008,4-5=-2856,5-6m-3430,6-7.•2343,7.8=-2343, map 8-9=-2160 9 BUT CHORD 2-14=2940, 13-14=3117, 13-15=3117, 12-15=3117, 12.16=3427,11-16=3427, �'S� �t'�� 10-11=3427, 9.10=82 WEBS 4-14.2645,3-14=•290,5-14;---2278,5-12=399,6-12=73, 6.10=-1398,7-10=-763, 8-10-2883 lnstotts� NOTES 1)7hls truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on PAUL an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE h W 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, LE M RON they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 .}r 3) Provide adequate drainage to prevent water ponding. .p 9155 4 s 4) All plates are M20 plates unless otherwise indicated. 51 This truss has boon designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 61 Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 452 lb uplift at joint 9 and 58o Ib uplift at joint 2. Continued an page 2 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE [a 045 Job Truss Trus=Type Qty Ply Macleod Bros. 1 Stoneham Savings Y355968 MACLEOD T-10 HOWE 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 9 Aug 29 1997 MTek Industries, Inc. Wed Sep 17 13:42:11 1997 Page 2 NOTES 71 This truss has been deoigned with ANSUTPl 1-1995 criteria. LOAD CASEIS) Standard j+t,EWW. or PAUL oPAM 1N. LE BARRON USAMONw Is STRUCTUP.I ,yN&342%$% •• �K�+LS 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE Z001 Job Truss Truss Type my Ply Macleod Gros./Stoneham Savings Y3559fi9 MACLEOD T-11 HOWE 1 1 G-v.MOORE LUMBER CO.,AYER. MA 01432 4.0-32 9 Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13:42:16 1997 Page 1 -2-9-0 , 5-7-7 1D-10-0 14-10.0 21.9 8 ze•9.0 36-&0 2-9-0 5-7-7 5-2-9 4.0.0 6.11-6 6-11.6 7-3-0 8,00 72-tx 4 7xe= 7x8= 4x5= ere n 74.9 5 a 7 9 3 m �o 5ed3= v 1 14 19 15 16 12 17 11 10 113 9 mea= 3x4-- 06= 3x4= axe= 5ra wB= 5-7-7 10-10-0 16312 21-9.8 29-M 36-0.0 5.7.7 5-2-9 5--12 5.5.12 6.11-6 7-3-0 Plate Offsets (X,YI: 2:0-0-8,ed e1, 3:0-4-0,0-4-81, 6:0-40,0-4-8I,113:0.3-0,ed ej LOADING IPA SPACING 2-0-0 CSI DEFL (in) pool I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.42 12-14 >999 M20 197/190 TCDL 10.0 Lumber increase 1.15 BC 0.79 Vart(TL) -0.74 12-14 >580 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.15 9 r1/a BCDL 10.0 Code BOCA/ANS195 (Matrix) Mln Length/IL doll = 240 Weight: 182 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-10-10 on center purlin spacing, except end BOT CHORD 2 X 4 SPF 210OF 1.8E verticals. WEBS 2 X 4 SPF Stud 'Except' BOT CHORD Rigid ceiling directly applied or 7-10-11 on center bracing- 4-14 2 X 4 SPF No.2. 7-9 2 X 4 SPF 210OF 1.8E WEBS 20 T-Brace 5.14, 5-12, 6-10, 7.9 Fasten T and I braces to narrow edge of web with 1 Od common wire nails Bin o.c.,with Sin minimum and distance. Brace must cover 90%of web length. REACTIONS(Ib/size) 9=222910-5-8,2=2505/0-5-8 �-y 8� 7 Max Horz 2=495(load case 31 Max UAlift9=-439(load case 4),2=596(load case 4) w c,'r PAUL W. FORCES(lb) SMCTUa� TOP CHORD 1-2-146, 2.3=-3320,3-4--2902,4-5=2-2850,5-6=4135,6-7=-2793,7.8=-56, 60 8-9�-314 4 $-k.. BOT CHORD 2-14=2565, 13.14=4051, 13-1514051, 15-16=4051, 12-16=4051, 12-17-4134, r'r6T 11-17=4134, 10-11=4134, 10-18 2793,9.18=2793 rstpMAL WEBS 4-14-2519,3-14=-318, 5-14=-2705,5-12=100, 6-12=208,S-10=-1623,7-10-1077, 7-9!!9-3293 NOTES 9flB♦otift 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, �q � using 5,0 psf top chord dead load and 5.0 psf bottom chard dead load, 100 mi from hurricane oceanline, on PAI an occupancy category 1,condition 1 enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE ��- 7-93 per SOCAJANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, r'r W they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 LF MRRQf� 31 Provide adequate drainage to prevent water ponding- * a 4) All plates are M20 plates unless otherwise indicated. ^ A 9155 • 5)This truss has been designed for a live load of 20.0paf an then bottom chord in all areas with a clearance �„ 4 _► greater than 3-6-0 between the bortom chord and any othar members, 'e�rOr�F �••� 0) Provide mechanical connection [by others) of truss to bearing plate Capable of withstanding 439 lb uplift at ,9is� N joint 9 and 596 Ib uplift at joint 2. r� Continued on page 2 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 002 Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings - Y355969 MACLVOD T-11 HOWE 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:42:19 1997 Page 2 NOTES 7)This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASSIS) Standard let" 10V 4A'Ita.. PAUL v rr� � p�11 y 1 C p�y1�7.p �! �0? PAUL i9V. R LL BARRON e x LaBARI�� b� * 4t 19 SMCTU M0.3420x! 9135 UV/19/97 U9:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 1&003 Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings , Y355970 MACLEOD T-12 TRIPLE HOWE 1 2 G.V, MOORE LUMBER CO-,AYER, MA 01432 4,0-32 s Aug 29 1997 MiTek Industriee, Inc. Wed Sep 17 13:4224 1997 Page 1 2-9-0 5-015 10-10-0 1 15-0.0 , 20.6-10 25.74 1 30.7.14. 36.0-0 24-0 54-15 5-14 44-a 5-0.10 5-Wo 5-0.10 5-42 5�tB= 8.00 t2 4 7x8�i 7x8= 4x4= 7x8= Sze= 7x8= 5 8 7 8 9 CC W v a 1 17 16 1B 14 1B 13 12 1t 10 4x8= 4x4= 10x10= 7x9 Wa= loxia= ax;11 5A= lwo= 5a15 1a-10A 15.6-0 , 2D•6-10 25.7-4 30.7.14 360-a 515 5-1-1 48-0 5-0-10 5-0-10 5-0-10 5-4-2 Plata Offsets(X,YI: 12:0-2-4,0-2-81, 13:0-4-0,0-4-81, 17:0-4-0,0.4-8 LOADING(pef) SPACING 2-0-0 CSI DEFL (in) (Ice) I/daft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.68 Vert(LLI -0.38 12-14 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 Be 0.83 Vort(TLI •0.56 12-14 >757 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TLI 0.10 10 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL deft = 240 Weight 459 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4.9-15 an center purlin spacing, except and BOT CHORD 2 X 6 SYP DSS 'Except' verticals. 2-16 2 X 6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud*Except' 9-10 2 X 6 SPF No.2,4-17 2 X 4 SPF No.2 5-17 2 X 4 SYP DSS, 8-12 2 X 4 SPF No.2 Si Connect 14 truss(es)with ConneSimpson t vje-in truss(es) art Simpson p V�2fo hanger or Simpson rv5�-10 hanger or 9-11 2 X 4 SPF 2100F 1,8E equivalent. Attachment to truss is as equivalent Attachment to truss is as specified by hanger manufacturer, specified by hanger manufacturer. REACTIONS(Ib/size) 10=7325/0-5.8,2=417210-5-8 /}T a010T 113 Max Hort 2=474(lead case 3) Max Uplift10=-1678(load ease 4),2=-1015(laad case 4) o� PXL W . FORCES(lb) TOP CHORD 1-2=151, 2-3=-6228,3.4=-5811,4-5=-5766,5-6=-1 0676,6-7=-12959,7-8 12008, LaB&UWR0N 8-9=-7551,9-10=-6333 STRUMUL BOT CHORD 2-17=4960,16-17=10616, 15-18!510616, 14-15=1 2959, 1 4-1 8=1 203 9, 13-18 012039, �Q 34MI 12-13.-12039, 11-12=7551, 10.11=298 yp�+ .1�T ��°I'-�� WEBS 4.17=5680,3-17�-233,5-17=-7868,5.15=1706, 6-15=-3014, 5-14=1479, 7-14=1209, ',t� 7-12=-1285,8-125809, 8-11=-4154,9.11=9409 r �l9r NOTES 1) 2-ply truss to be connected together with 10d CommoM.1 48"x3") Nails as follows: Top chords connected NGoe.`�j with 2 row(3)at 0.9-0 on center. Bottom chords connected with 2 row(s)at 0-4-0 on center. Webs connected with 1 row(a) at 0-9-0 an center- �Rr� z)This truss has been checked for unbalanced loading conditions. .fes 3)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, gay 1 using 5.0 psf tap chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on W. an occupancy category I, condition I enclosed building,of dimensions 45 ft by 3e ft with exposure C ASCE :: LE MRRON o 7.93 per BOCA/ANS195 If and vertieals or cantilevers exist,they are exposed to wind. If porches exist,_. fir They are not exposed to wind. The lumber DOL increase is 1,33,and the plate grip increase is 1.33 &01- 4) Except as shown below,special eannection(s)required to support concentrated load(s). Design of connection(s)is delegated to the building designer. y 5) Provide adequate drainage to prevent water ponding, Continued on pa o 2 y 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE Q004 JobTruss Truss Type CityPly Macleod Bros./Stoneham Savings Y355970 MACLEOD T-12 TRIPLE HOWE 1 2 G.V.MOORE LUMBER CO-,AYER, MA 01432 4.0.32 s Aug 29 1997 M(Tak Industries,Inc. Wed Sep 17 13:42:27 1997 Page 2 NOTES 6) All plates are M20 plates unless otherwise indicated. 7)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-8-0 between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1678 Ib uplift at joint 10 and 1015 Ib uplift at joint 2. 9) This truss has been designed with ANSI/TPI 1-1995 criteria. 101 Load case(s) 1, 2,3,4,5, 6 has been modified. Building designer must review loads to verify that they are correct tar the intended use of this truss. LOAD CASEIS) 1) Regular: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Verr. 1.2=-100.0, 2.3=-100.0,3-4=-100.0,4.5=-100.0,5.6=-100.0, 6-7=-100.0,7.8=-100.0, 8-9=-100.0,2-17 a-20.0, 16-17=40.0, 15-16=-20.0. 14-15=-20.0, 14-18=-20.0, 13-13=490.0,112-113=-380.0, 11-12=-380.0, 10-11=-380.0 concentrated Loads IN Vert: 18=-1900 21 Wind Left:Lumber Increase=1.33, Plate Increase s1.33 Uniform Loads(plf) Vert: 1-2-29.9,2-350.4,3-4=0.4,4.5=33.8,5.6=33.8, 6.7 33.8, 7.8=33.8, 8-9=33.8, 2.17=-10.0, 16.17=-10.0, 15-16=-10.0, 14.15=10.0, 14.18=-10.0, 13.18=61.5, 12.13=81.51 11.12=61.5, 10-11=61.5 Harz 1-2=-39.9,2-3=-1o.b,3.4=-10.4,4-5=43,8, 9-10=48.7 Drag:5-6=-0.2 Concentrated Loads IN Vert: 18=378 31 Wind Right:Lumber Increase=1.33, Plate Increase-1.33 uniform Loads(pill Vert: 1-2=24.2. 2-3=33.8,3-4=33.8,4-5=0.4,5-6=33.8,6.7=33.8, 7.8=33.8,8-9=33,8,2-17=-10.0, 16-17=-10.0, 15-16=-10.0,14-15-10.0, 14-18=-10.0, 13-18=76.2, 12-13=76.2, 11-12=76.2, 10-11-76.2 Harz: 1-2=-34.2,2-3=43.11, 3-4=43.8,4-510.4,9-10=-29.5 Drag: 5-6 a-0.2 Concentrated Loads IN Vert: 18=455 4) 1st Wind Parallel:Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(pit) Vert: 1-2=63.4,2-3=33,8,3-433.8,4-5=33,8,5-6=33.8,6.7=33.8,7.8=33.8,a-9=33.8, 2-17=-10.0, 16-17 -10.0, 15-16--10.0, 14-16--10.0, 14-18�-10.0, 13-18.76.2, 12-13=76.2, 11-12=76.2, 10-11=76.2 Harz 1.2=-73.4,2.3=-43.8,3-4=43.8,4-5=43,8, 9-10=•29.5 Drag: 5.6=-0.2 Concentrated Loads(lb) Vert' 18;4455 5) 1st unbalanced Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads(plfl Vert: 1-2=-100,0, 2-3=-100.0,3-4=400.0,4-5=-20-0,5-6=-20.0. 8-7-20.0, 7-8-20.0, 8-9=-20.0,2-17=-20.0, 16-17=-20.0, 15-16=-20.0, 14.15=-20.0, 14.18=-20.0, 13-18=-380.0, 12-13=-380.0, 11.12=-380.0. 10-11=-380.0 Concentrated Loads(Ibl Vert: 18=-1900 61 2nd unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2-20.0,2-3=-20.0,3.4=-20.0,4.5=-100.0, 5.6=100.0, 6-7=-100.0,7-8=-100.0, 11-9=-100.0, 2.17=-20.0. 16-17=-20.0, 15-16=-20.0, 14-15=-20.0, 14-18=-20.0, 13.1 B= 380.0, 12-13=-380.0, 11-12=-390.0, 10.11=-390-0 Concentrated Loads(Ib) Vert: 18=-1900 .,. .• ��amoaer,� t�A�bL�fV. �= �� PAUL r � LaBA6iRON � v $ 34 L i.£BJ+; RON !d- NAL NAL ` ��a�aaeaaat 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 005 Job Truss Truss Type city Ply Macleod Bros./Stoneham Savings - Y355971 MACLEOD T-13 FINK 1 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13.42:32 1997 Page 1 -2.9-0 47-7 8-10-0 12-10-0 17.5.0 21-8-0 2-9-0 4-7-7 42.9 40-0 4-&0 42.0 6x8= &a= 4 5 a.0012 7x8— 7X8= 6 7 CP 40 12 13 11 1.0 9 1 3x4= 3x4= 4X4= 1.5x411 34= 6.10.0 1.2-10-0 -J 17.6.0 21 8 0 610.0 404 48.0 4-2-0 Plate Offsets IX.Y): 12:0-0-0.0-0-01 4:0-5-4,0.3-81.(5:0.3-0 0-3-e1 LOADING(psfl SPACING 2.0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40-0 Plates Increase 1.15 TC 0.51 Vert(W •0.06 10-12 >999 M20 197/190 TCDL 10-0 Lumber Incroase 1.15 BC 0.71 Vert(TLI -0-14 2.12 >999 BCLL 0.0 Rep Stress Incr YES WB 0.80 HorzlTL) 0.04 8 nla BCDL 10.0 Code SOCA/AN5195 (Matrix) Min Length/LL defl = 240 Weight 179(b LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-3-9 on canter pur(in spacing, except end BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 8-10-10 on center bracing. REACTIONS (lblsize) 8--e`128610-5-9,2=152110-5-8 Max Horz 2=380(loud Case 3) A. Max Uplift8=-253(load case 4),2=440(load case 4) or FORCES(Ib) �a AUL w TOP CHORD 1-2=143, 2.3=-1816,3-4=-1469, 4-5=-1133,5-6--1470,a-7--1405, 7-8=-1236 BOTCMORD 2-12=13x9. 12-13=1133, 11.13=1733, 10-11=1133,9-10=1451,8-9=44 UDWO J WEBS 4.12=326,3-12--270,4-10=0,5.10=286, 6-10=382,6-9=-972,7-9=1714 STFW1mm- X&3My NOTES 444 -P�Cfffi11 � 1)This truss has been checked for unbalanced loading condhions. �ONAL����� 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 rri from hurricane oceanline,on an occupancy category 1,condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANSI95 IF end verticals or cantilevers exist,they era exposed to wind. If parches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water pending. 41 All plates are MZO plates unleaa otherwise indicated. 1;iE�y h 5)This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance h�O� greater than 3-6-0 between the bottom chord and any other members. pA�` 81 Provide mechanical connection(by others) of truss to bearing plate oapable of withstanding 253 Ib uplift at h joint 8 and 440 lb uplift at)pint 2. 7)This truss has been designed with ANS11TPi 1-1995 criteria. v LE N LOAD CASE(:) Standard }91 55 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 16006 Job Truss Truss Type Ory Ply Macleod Bros./Stoneham Savings Y355972 MACLEOD T-14 FINK 1 G.V.MOORE LUMBER CO-,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTak Industries,Inc, Wed Sep 17 13:42:38 1997 Page 1 6.10-0 14.10-0 199.0 21$0 7.9.0 9 10.0 B 0-0 4-0-0 2-2-0 6x9= &a= 3 4 8.00 12 7xe= 2x411 S e ri = Llr7 0 v N 11 10 a 12 e 1 1x111 3x4= 3x8= 04= �� tt10-0 1410.0 21.8A 9-10.0 90.0 5.10.0 Plate Offsets(X,Y): (2:0.6-4.0-0-101,13:0.5-4,0-3-91,14:0.3.0,0-3-81 LOADING 1psf) SPACING 2-0-0 CSI bEFL (in) (locl I/deft PLATES GRIP TOLL 40.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.07 8.10 X999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.60 VerrITLl -0.15 8-10 >999 SCLL 0.0 Rap Stress Incr YES WE 0.48 Horz(TL) 0.05 7 n/a BOOL 10.0 Code SOCA/AN5195 (Matrix) Min Length/LL dell = 240 Weight: 104 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TDP CHORD Sheathed or 4-10-15 on center purlin spacing, except end 80T CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid coiling directly applied or 10-0-0 on center bracing. WEBS 2x4 T-Brace 3.8 Fasten T and I braces to narrow edge of web with 1 Od common wire nails Sin c.c.,with 3in minimum end distance. Brace must cover 90%of web length. A REACTIONS(Ib/sizel 7=1298/0-5-8,2=1611/0-5.8k�q Max Harz 2=282iload case 3) �•1' Max Upllft7=-24.2(load case 4), 2=-451[load case 4) ?o IL x LDaAom FORCES(lb) STRUCTURAL 6 TOP CHORD 1-2-145,2.3=-1805,3-4me-1388,4-5=•1703,5-6x_74, 6-7=•175 NQ 3M BOT CHORD 2-11=1324, 10.11=1324,9-10=1328,9-12=1328, 8-12=1328,7-8-1401 WEBS 3-10=149,3-8=70, 4-8=175,5-8=49,5-7=-1700 +� `�drO+fAL Ldp NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanGne,on �ear9ogap an occupancy category I,condition 1 enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE _ 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 31 Provide adequate drainage to prevent water ponding. 41 All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for a live load of 20.Opsf on the bottom chord in all arees with a clearance LE R greater than 3-8-0 between the bottom chard and any other members. s 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 242 Ib uplift at g�55 joint 7 and 451 Ib uplift at joint 2, 7)This truss has been designed with ANSI/TPI 1-1995 oritoria. �S !• LOAD CASE(Sl Standard 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE U007 Job Truss Truss Type 11ty Ply Macleod Bros.!Stoneham Savings Y355973 MACLEOD T-15 HIP 1 1 G,V, MOORE LUMBER Co.,AYER, MA 01432 4.0-32 s Aug 29 1997 Mi fek Industries,Inc. Wed Sep 17 13:42:45 1997 Page 1 2.9 0 4-M t0 10 0 16.10.9 2.9.0 4-" M-8 6-0-9 Qr6= 3x4= 5kii= 3 4 9.00 12 _ \ 4><4= \ 8 LIA 1� g e 7 3yp= 9r5= 3114= 4-11-4 16.8.12 ( 21.8-0 4.11-4 11.9-8 411-4 Plate Offsets IX Y): 12:0-0-15,ed el.13:0-3-0,0-3.81.I5:0 3-0,0-3 81,16:0.0.15 ed el LOADING(psfl SPACING 2.0-0 CSI DEFL (in) floc) Ildefl PLATES GRIP TCLL 40,0 Plstes Increase 1.15 TC 0.44 Vert(LLI -0.04 9 >999 M20 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0.60 Vart(TU -0.52 7-9 >498 SCLL 0.0 Rep Stress Inc► YES WB 0.66 Hor2(TL) 0.05 6 fila BCDL 10.0 Code BOCA/ANS195 Min Length/LL defl = 240 Weight:98 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 5-1.13 on center purlin spacing. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS Ilb/size) 6 o 1282!0.5-8.2=1572/0-5-6 Max Harz 2-238(load case 31 Max Uplift6=-255(load case 4),2- 438(load case 41 FORCES (lb) PAUL W. TOP CHORD 1-2=79, 2-3v-1708,3-4=-1403, 4-5=-1403,5.6=-1708 S LeSMON BOT CHORD 2-9=1383,8-9=1916,7-8=1919,8-7-1383 STRUCTMPAL 4 WEBS 3.8=463,5-7=463,4-9=495,4-7--595N•34= 9 NOTES TV r�5SL��,��� 1)This truss has been checked for unbalanced loading conditions. 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, u9ing 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7.93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1,33,and the plate grip increase is 1.33 11171111p 3) Provide adequate drainage to prevent water ponding. �"14` 4)All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance PAUL greater than 3.6.0 between the bottom chord and any other members. o ep W 81 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 ib uplift at $ � ��� joint 6 and 438 Ib uplift at joint 2. LE 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(5) Standard � 1 0 U9/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10008 Jab Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355974 MACLEOD T-16 FINK 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:42:51 1997 Page 1 -2-9-0 1 7.4-7 14.4.0 214-9 28-8-0 2-90 7.4-7 6-11-9 6-11-9 1-0.7 e.00 12 4 ?oPI&11V 3r LAWN 3 STFO � - 7x6 �aaL 5 ` 5X6= 5x6= � 6 v 1 to 11 a 12 a 13 7 14 1s sx4= 4x5= aro= 18.11.11 Bb5 9-3-7 965 Plate Offsets IX YI: 12:0-0-4,ed el,13:0-4-0 0-4-81,(5:0-4-0,0-4-81, 16:0-0-4 ed e) 8:0-2-8,od el LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loci I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.58 Vert(LL) -0.30 7-9 >999 MZO 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.73 Vert(TL) •0,39 7-9 >872 BCLL 0.0 Rep Stress[nor YES WB 0.63 Hor2(TL) 0.07 6 We BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL defl = 240 Weight: 137 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF Na.2 TOP CHORD Sheathed or 3-6-4 on center purlin spacing. BOT CHORD 2 X 4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing, WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2w2195/0-5-8, a=1 B76/0-5-8 Max Hors 2=448(load case 3) Max Upllft2a-535(load case 4), 6=-325(load case 4) FORCES (Ib) TOP CHORD 1-2=146,2-3=-2752, 3-4,m-2413,4.5=.2469, 5-6=-2751 BOT CHORD 2-10.2096, 10.11=2096,9-11-2096,9-12=1442, 8.12=1442, 8-13=1442, 7.13=1442,7-t4=2154, 14-15=2154, 8-15=2184 WEBS 3-9=-535,4-9.933,4-7=1010, 5-1=-591 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5,0 psf top chord dead load and 5.0 psf bottom chord dead lead, 100 rri from hurricane oceanlins,on an occupancy category I,condition 1 enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANS195 If end varticals or cantilevers exist,they are exposed to wind. If porches exist, 111111 they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) All plates aro M20 plates unless otherwise indicated. 4)This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas with a clearance � 441, Phu` greater than 3-6-0 between the bottom chord and any other members. s.� t � 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 535 Ib uplift at S y joint 2 and 325 Ib uplift at joint S. 2 LE WA ON 6)This truss has been designed with ANSI/TPI 1-1995 criteria, * * a 9155 = LOAD CASES) Standard SSr� f Ua/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE Z009 Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings - Y355975 MACLEOD T-16AFINK 2 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:42:58 1997 Page 1 -2.9.0 . 7-4-7 l 1440 21-3.9 I 2"-0 I, 31-5-00 2.9.0 7-4.7 6-11.9 0.11.9 7-4-7 2-9-0 6X5= e.00 12 4 pip �o PAUL W >r L+:BARROFd $ STRUCTURAL �NIL � sem= ad= e s Q 0 1 tt 12 10 13 a 14 a 15 to 7 30= 4x5= 30= 9-&5 16-11-11 , 94-5 9-3.7 9-&5 Plate offsets(X,Y): 12:0-1-4,cd el.(3.0 4 0,0.4-Sig 15:04-0,04.8) 6!0-1-4,ad cJ,(9:0.2-8,ed el LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCL 40.0 Plates Increase 1.15 TC 0.53 Vert(LU -0.31 8-10 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 6C 0.68 Vert(TL1 -0.40 8-10 >841 BCLL 0.0 Rap Stress lncr YES WB 0.46 Horz(TL) 0.07 6 n/a SCOL 10.0 Code SOCA/ANS195 (Matrix) Min Length I LL deft = 240 Weight: 143 Ib LUMBER BRACING TOP CHORD 2 X 6 SPP No.2 TOP CHORD Sheathed or 3-10-7 on center purlin spacing. BOT CHORD 2 X 4 SPF 2100F 1-6E BOT CHORD Rigid eeling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2=2190/0-5-8, 6=2113010-5-8 Max Horz 2=381(load case 3) Max Uplift2=-522(load case 41, 6=-522(load case 41 FORCES (Ib) TOP CHORD 1-2=146,2-3=-2727, 3.4=-2387, 4-5=-2387,5-6=-2727,6-7=146 BOT CHORD 2-11=2074, 11-12=2074, 10-12=2074, 10-13-1422,9.13=1422,9-14=1422, 8-14=1422,8-15=2D74, 15.16=2074, B-16;=2074 WEBS 3.10=•533,4-10=935,4-8=935,5.8=-533 NOTES 11 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanl(ne, on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind, if porches exist, tlaatp0l�� They are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 a�f 31 All plates are M20 plates unless otherwise indicated. QY� `�-,�,�' Jj 4)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. �e�� L �a 5) Provide mechanical Connection(by others) of truss to bearing plate capable of withstanding 522 Ib uplift at r" joint 2 and 5ZZ Ib uplift at joint S. = LE BARRON' x 6)This truss has been designed with AN311TPI 1-1995 criteria. 1k -4 9155 LOAD CASE(S) Standard � ! Ce 09/19/97 09:12 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 10010 Job Truss Truss Type Qty Ply Macleod Oros,J Stanaham Savings - Y355976 MACLEOD T-16GE FINK 1 1 G.V.MOORE LUMBER CO-,AYER,MA 01432 4.0-32 a Aug 29 1997 MiTek Industries, Inc. Wed Sep 17 13:43:05 1997 Page 1 144.0 29-0.0 14-4.0 14-40 5x5= tf►" 8.00 FIT zx,l I 9 �m�� PAUL V1. ' 2x4 u � LeB�OR 8 1n $ STRUCTURAL 2xa I I 29411 + ,�Nm 34= 4O Zxa I I acd 11 2(4 l( 6 i2 4x6N� j�oPFAL 'r eT3 2x4 II 4 13 5 14 ac4II 2x4 11 3 i5 2x4 I I 2YA 11 3x40 1e 3xd�� 17 Q 1 4 o cWSMSEEMo 31 30 29 28 27 26 224 23 22 21 20 19 Is 1x411 1x411 1011 1011 1x4 It 1x411 aro= 1x4 II 1x4 II 1x411 10(( 1x411 1x411 1x4 II 28-8-0 _ 28-9-0 Plate Offsets Xy): 13:0-0-0,0-0.0 LOADING(psf) SPACING 2-0-0 CS1 DEFL (in) (ice) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.07 Vert(LLI n1a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0,02 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Inor YES WB 0.20 Hamra) 0.00 n/a BCDL 10.0 Code SOCA/ANSl95 (Matrix) Min Length/LL defl 999 Weight: 160 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD sheathed or B-0.0 on center purlin spacing, BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-0-0 an center bracing, OTHERS 2 X 4 SPF Stud Except: , WEBS 1 Row at midpt 9-24,8.26, 10-23 REACTIONS (Ib/size) 1 m122/2"-0. 25=10/28.8-0, 17=122128-8-0,24=192/29-8-0,26=227/2"-O, 27=24-4128.8-0, 28=240/28-8-0, Z9=240128-8-0, 90=238128-8-0,31=250/28-8-0,23=229128-6-0, 22=243/28-", 21=240128-8-0, 20=240/28.8-0, - 19=238/28-8-0, 18=250128-" Max Horz 1=298(laad case 3), 17=-298(load case 2) Max Upliftl=-2(load case 2), 17--2(load case 3),26=-67(load case 3),27=-96(load case 4),28=-87(load case 4),29=-87(foad case 31,30=-86(load casa 4),31=-90(Ioad caso 3), 23=-65(load case 2),22=-98(load case 4),21=-87(load case 4), 20=-87(load case 2), 19=-8611aad case 4), 18=-9011oad case 2) Max Grav 1=170(load case 3), 25=10(load case 5). 17=070(load case 2), 24=162(load Cass 1), 26=233(load case 5), 27=246(load case 5),26=240(load case 1),29=2401load case 5), 30=238(load case 5),31=250(load case 51, 23-236(lood case 81,22=245(foad case 6), 21=240(load case 11, 20=240(ioad case 6), 19=238(load case 6), 18=250(lood case 61 FORCES fib) TOP CHORD 1-2:m-105, 2.3=-132,3-4s-131,4-5=-131,5-6=-76,6-7=-131,7-8=-133,8-9=-127, 9.10=-127, 10-11=-133, 11-12=-131, 12-13=-76, 13-14=-131, 14-15.-131, 15-16=-132 , 16-17=-105 deeB9d04Cp BOT CHORD 1-31=0,30-31=0,29-30=0. 28-29=0,27-28-0,26-27=01 25-26=0,24.25=0,23-24=0 kAEW ilg4, ,22-23=0, 21-22=0, 20-21.0, 19-20=0, 16-19=0, 17-18-0 �eyb WEBS 9-24=-132,8-26=-188, 7-27--203, 13-28=-200,4-29=-200,3-30=-199, 2.31=-205, x. PAUL 10-23=-188, 11-22=-203, 12-21=-200, 14-20 s-200, 15-19=-199, 16-18=-205 NOTES = U B�1RRQt� 1)Thin truss has been checked for unbalanced loading conditions. * Z 2) All plates are M20 plates unless otherwise indcated. 3) Gable requires enntinuous bottom chord bearing. 41 Gable studs spaced at 2-0-0 on center. sS 5) For studs exposed to wind,see MTek"standard Gable End Datail" 14 Continued on page 2 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE [aO11 Job Truss Truss Type Qty PlvMacleod Bros./Stoneham Savings Y355976 MACLEOD T-16GE FINK 1 t G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:43:08 1997 Page 2 NOTES 6)This truss has been designed for a live load of 20.0psf an the bottom chord in all areas with a clearance greater than 3-6.0 between the bottom chord and any other members. 7) provide mechanical connection(by othersl of truss to bearing plate capable of withstanding 2 Ib uplift at joint 1, 2 Ib uplift at joint 17,67 Ib uplift at joint 26, 96 Ib uplift at joint 27,67 Ib uplift at joint 28,87 Ib uplift at joint 29, 86 ib uplift at joint 30,90 Ib uplift at joint 31, 65 Ib uplift at joint 23,96 Ib uplift at joint 22, 87 lb uplift at joint 21, 87 Ib uplift at joint 20,86 Ib Uplift at joint 19 and 90(b uplift at joint 18. 8)Thi-truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard eoao�etol~9�r s PAUL S . o PAULW. uaARROM � LE WRON z STRUCTURAL 1 9T 55 9 r �eoosaoa�tke=d 09/19/97 09:12 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 16 012 - Job Truss Truss Type Qty Ply Macleod Bros.1 Stoneham Savings Y355977 MACLEOD T-17 FINK 2 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Wed Sep 17 13:43:12 1997 Page 1 5-67 1 11.6-0 17.54 , 2340 5-6-7 5-11 9 5.11.9 5-6-7 5x5= 3 8.00 F12 4 3x6= 5 v 1 v lI? 0 0 8 9 7 10 5 3X4= 325= 3x4= 7-9-10 15.2-6 23-0-0 7.9-10 7-4-12 7.9.10 Plate Offsets(X,Y): [1:0-6.0,0-0-61.(5:0-6-0,0.0.61 LOADING(psf) SPACING 2-0-0 CSl DER (in) (loc) I/defl PLATES GRIP TCLL 40,0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.19 6.8 >999 M20 197/190 TOOL 10.0 Lumber Increase 1.15 BC 0.82 Vart(TLI -0.24 6.9 >999 BOLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 5 n/a BCDL 10.0 Cade SOCA/ANS195 (Matrix) Min Length/LL defl = 240 Weight; 105 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 4-6-12 an center purlin spacing. 8OT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid calling directly applied or 10.0.0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/site) 5=1434/0-5-e, 1 r 1434/0.5-8 Max Horz 1 262(load case 2) Max Uplift5--271(load case 41, 1=-271(load case 4) FORCES(Ib) TOP CHORD 1.2=-2103,2-3=-1844,3.4=-1844,4-5=-2103 �4 PAUL W. sic BOT CHORD 1.8=1636,8-9=1108, 7.9=1108,7-10=1108, 6-10=1108, 5-6-1636 LAWN WEBS 2-8.4.41,3.13=991,3-6.681,4-6=-441 STRUCTURAL No.34MB NOTES 'a p4% 11 This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceaniina,on 4 an occupancy category 1, condition 1 enclosed building,of dimensions 45 ft by 35 ft with exposure C ASCE 7-93 pet SOCA/ANS195 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) All plates are M20 plates unless otherwise in(rcated. �6ee0e0b1Sa 4)This trues has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance ���►/ �: greater than 3-6-0 between the bottom chord and any other members. 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 271 Ib uplift at. �� AUL joint 5 and 271 lb uplift at joint 1. e' e� t►�, 6)This truss has been designed with ANSIITPI 1-1995 criteria, LE LOAD CASSIS) Standard r _ .s�o i9�55 x `'• ON 09/19/97 09:12 FAX 330 629 8241 MITEK YOUNGSTOWN 4-+4 G V MOORE 10 013 'Job Truss Truss Typo aty Ply Macleod Bros./Stoneham Savings Y355978 MACLFOD T-1 7A FINK 3 . 1 G.V.MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTsk Industries, Inc- Wed Sap 17 13:43:19 1997 Page 1 2.g.0 5 11-T 11-0 D 17-0.9 23-0-0 2S-M 2-9-0 5-11-7 5-9.9 5-G9 9-11-7 2-9-0 ad= d00 F12 4 7xeG Tx©�� 5 3 4x5= c.5= e Q to 10 11 9 12 11 T 1 3x4= 3r5= 3x4= 7.8-10 15-2-6 1 23-043 7-9-10 7.4.12 7-310 Plate Offsets VX! (2:0-0.4.ed e1. [3;0.4.0.0-4-81.[5:0.4-0.0-4-81, 6:0-0-4 ed al LOADING(psf) SPACING 2-0-0 CSI DEFL (lh) Iloc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.47 Ver(LL) -0.20 8-10 >999 M20 1971190 TCDL 10.0 Lumber Increase 1.15 SC 0.76 Vert(TL) -0.26 8.10 >999 SCLL 0.0 Rep Stress lner YES WB 0.30 Morz(TL) 0.05 6 n/a SCOL 10.0 Code SOCA/ANS195 (Matrix) Min Length/LL defl = 240 Weight: 117 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No-2 TOP CHORD Sheathed or 4.8.12 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 6=1723/0-5-8. 2=1723/(3-5-8 Max Horz 2=3181load case 3) Max Uplift6=-4541load case 4). 2.-454(load case 4) r - FORCES(lb) �a�4 PAUL 1N, TOP CHORD 1-2=146, 2-3=-2018, 3-4=-1727, 1-5=-1727r9-6!5-2018, 6,7=146 UMMON1 BOT CHORD 2-10=1503, 10-11=1057,S-11=1057. 9-12=1057,3-12-1057,6-a=1303 :"7 SMICNM WEBS 3-10=-381,4-10=596, 4-80596,5$=-361 10 NOTES 1)This truss has boon checked for unbalanead loading conditions. �'ErIQpµL 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chard dead load and 5.0 psf bottom chard dead load. 100 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building. of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist. they are not exposed to wind. The lumber Doff increase is 1.33,and the plate grip increase is 1.33 3)All pletes are M20 plates unless otherwise indicated. yy08t ilioq �I 4)This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance W greater than 3-6-0 between the bottom chord and any other members. 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 454 Ib uplift at � �♦ PAUL 151 joint 6 and 454 lb uplift at joint 2. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. = LE N L LOAD CASE(S) Standard '- � d .6 0 e �� 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE [A 014 - •Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355979I MACLEOD T-18 HIP 7 1 G.V.MOORE LUMBER Co.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTsk Industries,Inc. Wed Sep 17 13:43:25 1997 Page 1 2,g,0 9-6-0 133-6-0 23-M 25-9-0 2-9-0 9.6 0 M-0 2.90 74= 3 4 8.00 12 4c6= 1x6- 5 a Ire 0 0 to 9 e 7 tt e I 7x111 37.5= 3x4= 9-7-12 13-4-4 23.0-0 9-7.12 3-8-0 9-7.12 Plata Offsets(X.YI: 13:0-6-0,0-3:§ 1,_140-5-0.0-3-81 LOADING Ipsf) SPACING 2-0-0 CS1 DEFL (in) (Joe) 1/deft PLATES GRIP TOLL 40.0 plates Increase 1.15 TC 0.81 Vart(LL) -0.24 2.9 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.45 2.9 >811 SCLL 0.0 Rep Stress Incr YES W9 0.45 Horz(TL1 0.05 5 n/a SCOL 10.0 Code SOCA/ANSI95 (Matrix) Min Length/LL dcfl = 240 Weight: 109 Ib LUMBER DRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-2-11 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS (Ib/size) 2=184210-5-8, 5=11836/0-5.8 Max Harz 2=274(load case 3) Max Uplift2=-454(1oad case 4),5=-454(load cage 4) FORCES(1b) 1�� �` o PAIN iM. TOP CHORD 1.2=146. 2-3=•2006,3-4=-1444,4-5=•1987,5-6m146 i � LeHAAR4r� BOT CHORD 2-10=1444, 9-10=1444,8-9=1451, 7-a y 1451,7-11=1437,5.11=1437 J, STR=PAL WEBS 3-9-316, 4-7=.-:294, 3.7=-14 Na'�1:OQ "Q NOTES � Crap� 1)This truss has boon checked far unbalanced loading conditions. SrrO L��`� 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane occanline,on an occupancy category I,condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANSI95 If end verticals of cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 sG910C 3) Provide adequate drainage to prevent water pending. 4) All plates are M20 plates unless otherwise indicated. 5)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6.0 between the bottom chard and any other members. PAIR 61 Provide mechanical conneotion(by others) of truss to bearing plate capable of withstanding 454 Ib uplift at y W �r^ joint 2 and 454 Ib uplift at joint 5. LE BARRON � 71 This truss has been dongned with ANSI/TPI 1-1995 criteria. 9155 LOAD CASEIS) Standard rvr i I 09/19/97 09:12 FAX 330 629 8241 MITEK YOUNGSTOWN 4-» G V MOORE 015 Job Truss Truss Type Qty ply Macleod Bros./Stoneham Savings Y355980 MACLEOD T-19 HIP 1 Z G.V. MOORE LUMBER CO_,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:43:32 1997 Page 1 2-9-0 4-0-15 7$0 11-6-0 15.6.0 1911-1 23-0.0 25.9-0 2 9-0 q 0-15 3.5.1 4.0.0 4.0.0 3.5.1 4.0.15 2-M fixs= axe= ske= �� PAUL.A 5 fi q2 Ll7EARRQ)H i. STRUMRAL No.342M 4 Un 12 � p� �Cfs4�* 9 AX5/ 4X5 kl B T� � I'4 o 14 13 15 12 11 10 9 1 "2411 10X10= M= 10X10= 2x411 �4-0-15� 7-7-12 15-4-4 1911-1 23.0•D 4-0-15 39.19 7-N 3 6-13 4a-15 Plate Offsets(X,Y: 12:0-2-12.0-1-751, (4:0.3.0,0-3 81, [6:0 3-0,0-3-8),18:0•Z-12,0-1-15 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCI1. 40.0 Plates Increase 1.15 TC 0.27 Ven(LL) -0.1411-13 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(TL) -O-Z1 11-13 >999 6CLL 0.0 Rep Stress Iner NO WS 0.47 Harz(TL) 0.04 8 n/a Win Length/LL deft = 240 Weight 279 Ib 95 Matrix) M' 10 Coda SOCA/ANSI I gt BCDL .0 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0.0 on canter purtin spacing. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud m3153/0 5�. 8;--315210-5-8 Connect Tie-in InAs(es)with ConnectTie4 trusses)with REACTIONS Iib/size) 2 Simpson Ru21p hanger or Simpson T147A Vo hanger 0r Max Horz 2 c 230(load case 3) equivalent. Attachment to truss is as equivalent. Attae tment to truss Is as Max Uplift2--1073(load case 41,8=-1073(load case 41 specified by hanger manufacturer. spedied by hanger manufacturer. _ f�T 7Ol1.rT5 I1 ? l3 FORCES (lb) TOP CHORD 1-2=151, 2-3•--4337,3-4=-4400,4,5=-3676,5.6=-3675, 6-7=-4398, 7-8=-4336,8-90151 BOT CHORD 2-14=3415. 13-14=3415, 13-15=3683, 12-15=3683, 11-12=3683, 10-11=3415,8-10=3415 WEBS 4-13=2010, B-11=2009,3-140-409,7-10=-409,3-13=256,5-13=-14,5-11=-16,7-11 5256 NOTES 11 2-ply truss to be connected together with t Od Cammonl.l4a"x3")Nails as follows: Top chords connected with Z row(s) at 0-9-0 on center- Bottom chords connected with 2 row(s)at 0.6-0 on center. Webs connected with 1 row(9)at 0.9-0 on center. 2) This truss has been chocked for unbalanced loading conditions. 3)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, chord d load and 5.0 sf bottom chord dead load, 100 mi from hurricane oceanlinc,on using 5.0 psf top deo I p an occupancy category t,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE _,,gyp 090gn 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, �Li 14EW Ni' they are not exposed to wind. The lumber DOL increase is 1,33,and the plate grip increase is 1.33 4)Except as shown below,special connection(s) required to support concentrated load(s). Design of ��� PAUl. connection(s)is delegated to the building designer. =Cq 5) provide adequate drainage to prevent water ponding. a U WRQN 6) All plates are M20 plates unless otherwise indicated. o 71 This truss has been designed for a live load of ZO.Opsf on the bottom chord in all areas with a clearance OR r greater than 3-8-0 between the bottom chord and any other members. ��� 955 8) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 1073 lb uplift at joint 2 and 1073 Ib uplift at joint 8. 9)This truss has been designed with ANSI/TPI 1-1995 criteria_ 4 Continued on page 2 r 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 016 •Job Truss Truss Type aty Ply Macleod Bros./Stoneham savings , Y355980 MACLEOD T-19 HIP 1 2 G.V.MOORE LUMBER CO .AYER,MA 01432 4,0-32 s Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13!43:35 1997 Page 2 NOTES 10) Lead rase(s) 1, 2.3,4,5, 5 has been modfied, Building designer must review loads to verify that they are correct for the intended use of this truss, LOAD CASE(51 it Regular:Lumber Increase .15. Plate Increase=1.15 Uniform Loads(plfl Vert: 1-2=-100.0, 2-3=-100.0,3-4=-100.0,4-s=-50.0,5-6=-50,0, 6-7=-100,0,7-6=-100.0,8-9=-100,0,2-14=-20,0, 13-14=-20.0, 13-15=-221.2. 12-15=-261.2, 11-12=-221.2, 10-11=-20.0, a-10=•20.0 Concentratad Loads(lb) Vert: 13=-900 11=-Soo 21 Wind Left:Lumber Increase=1.33,Plate Increase-1.33 Uniform Loads(plfl Vert: 1.2=29.9, 2-3=0.4,3-4=0.4,4-5=3.6,5-6=3.6, 6-7=33.8,7.8=33.8, 8.9=53.4,2.14=00.0, 13-14=-10.0, 13.15=83.7, 12-15.83.7, 11-12=83,7, 10-11=-10.0,9-10=-10.0 Harz: 1-2»-39,9,2-3m-10,4, 3-4=-10.4, 6.7=43.8, 7.8=43,8,B-9=73.4 Drag:4-5=-0,0,5-6=0.0 Concentrated Loads(lb) Vert: 13=378 11=378 31 Wind Right:lumber Increase=1.33,Plate Increase=1.33 Uniform Loads Iplf) Vert: 1.2=E3.4, 2.3=33.8,311=33.8,4-5-3.6,5-6=31.6, 6-7=0,4,7-8=0.4,8-9=29.9,2.14=-10.0, 13-14=-10.0, 13.15=83,7, 12-15-83.7, 11-12=83.7, 10-11=-10,0,8-10-.-10,0 Horz: 1-2a-73.4, 2-3--43.8,3.4=43.8,6-7=10.4, 7-8-10,4,8-9=39.9 Drag:4-5y-0,0, 5-6=0.0 Concentrated Loads(lb) Vert: 13 X378 11=378 4) 1st Wind Parallel:Lumber increase-1.33,Plate Increase 1.33 Uniform Loads(plfl Vert-- 1-2=63.4, 2.3=33.B,3-4=33.8,4-5=3.6,5-6=3,6, 5-7=33.8,7.8=33.8, 8.9=63.4, 2-14=-10.0, 13-14--10.0, 13-15=83.7 12-15=83.7, 11-12=83.7, 10.11=-10.0,8-10=-10.0 Harz: 1-2=-73,4, 2-3=-43.8, 3-4=43.15, 8-7=43,8,7-8=43.8,8.9=73.4 Drag: 4.5=-0.0,5.6=0.0 Concentrated Loads(1131 Vert: 13=379 11=378 5) 1st unbalanced Regular:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2■-100.0,2-3=-100.0,3.4=100.0,4-5=-50.0,5-6=-50.0, 6-7--20.0,7.8=-20.0,8-9=-20.0,2-14=-20.0, 13-14=-20.0, 13.15=-221.2, 12-15=-251.2, 11-12=-221.2, 10-11=-20.0,9-10=-20.0 Concentrated Loads(lb) Vert: 13=-900 11=-900 61 2nd unbalanced Regular: Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads Iplfl Vert: 1-2--20.0, 2.3=-20.0,3-4=-20,0,4-5-50.0,5-6=-50.0, 15-7--100,0,7-8=-100.0,13-9=100.0,2-14=-20.0, 13.14=-20.0, 13.15=-221.2, 12-15= 251.2, 11-12=-221.2. 10-11=-20,0,a-10--20.0 Concentrated Loads(Ib) Vert: 13=-900 11=-900 • t �a1Y1dq� 1rW 1�i,v+e,{� PDX -W : Le"ON LE&ARRJM .0 STRUCTl1LIA: .x � eteoaM 09/19/97 09:12 FAX 330 629 8241 MITEK YOUNGSTOWN G V MOORE [A 017 Job Truss Truss Type Qty Ply Macleod Bros. /Stoneham Savings y Y355981 MACLEOD T-20 HIP 1 2 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 a Aug 29 1997 MiTek Industries,Inc, Wad Sep 17 13:43:39 1997 Page 1 4-" 8-0-0 12.0.0 15-" 4-" 4-0-0 4.a.0 4-0-0 �= ace II t1x9= 3 4 ,1111 12 3X4 a 3X4= 5 1 to 6 ZUL 7 s 224 I I 3X8= 2x4 I I 4-1-12 r 8-0 0 11-10� 15-0.0 4.1-12 3-10-0 3.10.4 4-1-12 Plate Offsets(X.Y): 12:0-5.4,0-3-81. [4:0,5.4,0-3-81 LOADING(psf) SPACING 2-0-0 C31 DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.07 Vert(LLI -0.02 7 >999 M20 197/190 TCOL 10.0 Lumber increase 1-15 BC 0.22 Vert(TLI -0.03 7 >999 8CLL 0.0 Rep Stress InUT NO WS 0.14 Horz(TL) 0.01 5 We SCOL 10.0 Code SOCA/AN5195 (Matrix) Min Length I LL deft a Z40 Weight: 158 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6.0-0 on center purlin spacing. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid calling direcdy applied or 10.0-0 on center bracing. WEBS 2 X 4 SPF Stud Connect Tie-in trusses)with Connect Tie-in truss(es)wllh REACTIONS(Ib/size) 1=127810-5-B, 5=127810-5-8 Simpson Simpson L u Zi} hanger-or 'r1}ZA2(t hanger is equivalent Attachment to truss is as Max Herz 1=-9211ead case 2) equivalent Attachment to truss is as speafied by hanger manufacturer. Max Upliftl =-307(lood case 41,5=-307(lood case 4) specified by hangermanufacturar_ AT ?GI1JT5 FORCES(lb) TOP CHORD 1-2=-1973.2-3.;;-1964,3-4=-1964,4-5=.1973 BOT CHORD 1•B=1520,7-841543, 6.7=1543.5-6=1520 PAULA. WEBS 2.8=450,4-5-450,3-7=-115, 2-7=510,4-7=510 -v LeMMON STRUCTUFAL NOTES 1) 2-ply truss to be connected toger with 10d Coorl(.143"W)Nails as Follows: Top chords connected p�G' �� oUhmm with 2 row(s) at 0-9-0 on center. Bottom chords connected with 2 row(sl at 0-9-0 on center, Webs OF erg connected with 1 row(s) at 0.9-0 on center. �aOAAL�p0 21 This truss has been checked for unbalanced loading conditions. 31 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chard dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanlins,on ge5�o�0 an occupancy category I, condition 1 enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANS195 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase Is 1.33 ryy` v. PAUL 4) Except as shown below,special conneetfon(sl required to support concentrated loadis).Design of connectionis)is delegated to the building designer. C W, 51 Provide adequate drainage to prevent water pending. LE BA6QN 6)All plates are M20 plates unless otherwise indicated. d g 71 This truss has been designed for a live load of 20.Opsf on the bottom chard in all areae with a clearance greater than 3-6-0 between the bottom chord and any other members. 5)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 307 Ib uplift at joint 1 and 307 Ib uplift at joint S. N 91 This truss has been designed with ANSI/TPI 1-1995 Criteria. Continued on page 2 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE Z018 Job Truss Truss Type Qty Ply Maclood Bros./Stoneham Savings Y355981 MACLEOD T-20 HIP 1 2 G.V.MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wad Sep 17 13:43:42 1997 Page 2 NOTES 10) Load case(s) 1, 2, 3,4, 5, 6 has been modified. Building designer must review loads to verify that they are correct far The intended use of this Truss. LOAD CASES) 1) Regular:Lumber Increase=1.15,Plate Increase w 1.15 Uniform Loads(plf) Vert_ 1-2=•100.0,2-3=-60.0.3.4=-50.0, 4-5=-100.0, 1.8=-20.0, 7-8=-111.9, 6-7=-111.9,5-6=-20.0 Concentrated Loads(Ibl Vert:8=-181 6=-181 21 Wind Left:Lumber Increase=1,33,Plate increase=1.33 Uniform Loads(plf) Vert: 1-2=0.4,2-3=7.2,3-4=7.2,4-5=33.8, 1-8=-10.0,7-8=31.6, 6-7=31.8,5-Bo-10.0 Hort: 1-2a-10.4,4-5=43.8 Drag: 2-3•-0.1,3-4m0.1 Concentrated Loads(lb) Vert:6=68 6=66 3)Wind Right: Lumber Increase=1.33,Plate Increase=1.33 uniform Loads(plfl Vart: 1-2=33.8, 2-3=7.2,3-4=7.2,4-5=0.4, 1-8--10.0,7-8 31.8, 6-7=31.8,5-6=-10.0 Harz: 1-2•-43.8,4-5=10.4 Drag:2-3=-0.1.3.4=0,1 Concentrared Loads(lb) Vert:8=55 6=65 4) 1 st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plfl Vert: 1-2=33.8, 2.3=7.2.3.4=7.2,4-5=33.8, 1-8=•10.0, 7.5.31.8,6-7=31.8,5.6=-10.0 Harz: 1-2=-43.8,4-5=43.8 Drag:2-3=-0.1, 3-4=0.1 Concentrated Loads(lb) Vert: 8=86 6=66 5) 1st unbalanced Regular: Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-2=-100.0,2-3=-50.0, 3.4=-50.0,4-5=-20.0, 1-8=-20.0,7.8=-111.9,6.7=-111.9, 5-6=-20.0 Concentrated Loads(16) Vert:9=-181 6=-181 61 2nd unbalanced Regular:Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads Iplf) Vert:1.2=-20.0, 2-3--50.0,3-4=-50.0, 4-5=-100.0, 1-8=-20.0.7-8=-111.9,6-7=-111-9, 5-6=-20.0 Concentrated Loads(lb) Vert:8=-181 6=-151 IT ^-' 4 z Ph L off' PAULW W. $ STRUCK L w = LE BARON * g 9153 a �.7, �G►SCYy� ��ta tICi7MvpT' s� _ 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10019 Job Truss Truss Type Qty Ply Macleod Bras./Stoneham Savings I Y3559BZ1 MACLEOD V-1 VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13:43:46 1997 Page 1 j I 10-0-0 20-0.0 10-0.0 10-0-0 4x5= OF a� PAUL V!! li x Lal31IR4Qk STRUgArt 9k CTU fi.00 tz 4 2 tx411 3 L fMti ; j 1xa I 1011 6 9x4 ii 3X4 7 t ' o - oOEM � I 1011 1X4 11 5X5= tx411 1X411 i 1—• 2aaa zalsa Plate Offsets IX YI: (t0:0-2.8,0.3 01 LOADING IPSO SPACING 2.0.0 CSI DEFL (in) (lac) I/def{ PLATES GRIP TILL 40.0 Plates Increase 1.15 TC 0.62 Vert(LL) n/a n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 Be 0.12 Vert(TL) n/a - n1a j BCLL 0.0 Rep Stress Iner YES WB 0.27 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL defl = 999 Weight- 66 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 5PF Stud BOT CHORD Rigid ceiling directly applied or 1-6-10 on center bracing, OTHERS 2 X 4 SPF Stud REACTIONS Ub/size( 1=68/20-0-0, 10=365/20-0-0, 7=68120-0-0, 11=496/20-0-0, 12=399120-0-0, 9=496120-0-0, 8=399/20.0.0 Max Horz 1=151(load case 3),7=-191(load case 2) j Max Upliftl=-12(load case 2),7=-12(Iead case 3), 11=-19111oad case 3), 12=-145(load case 4), 9=-191(load case 2),8=-145()oad • case 4) ` Max Grav 1=120(load case 31, 10=365(load case 11, 7=120(load case 2), 11=517(load case 5), 12=399(lead case t), 9=517(load ` case 6), 8=399(load case 1) i FORCES(lb) ! TOP CHORD 1-2=-96,2-3=-202,3-4=-209,4-5=-209,5-6=-202,6-7=-96 HOT CHORD 1.12=0, 11-12m0, 10-11=0,9-10=0, a-9=0,7.8=0 j WEBS 4-10o-287, S-11=-413,2-12=-340,5-9=-413, 6-8=-340 j I NOTES ! 1)This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated. 3)Gable requires continuous bottom chord bearing. X00100 4)Gable studs spaced at 4.0.0 on center. �3 5) For studs exposed to wind,see MTek'Standard Gable End Detail" 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 Ib uplift at ` � joint 1, 12 Ib uplift at joint 7, 191 Ib uplift at joint 11, 145 lb uplift at joint 12, 191 lb uplift atjoint 9 and �� d P�A 145 Ib uplift at joint 8. W. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. — L HARRON LOAD CASE(SI Standard �'A r51)5j itq ~yA a cern QNA 1 ' 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE U020 Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355983 MACLEOD V-2 VALLEY 1 1 G.V. MOORE LUMBER CO„AYER,MA 01437 4.0-32 s Aug 29 1997 MiTak Industries,Inc. Wed Sep 17 13:43:51 1997 Page 1 a.0.o 6-0-0 e•o•o a'0'0 dx5= 3 U0 12 W II 1x411 a 3X4\ 3xd�i 5 1 vu ou Q G O 1x411 1A II 1x4 11 18-0.0 LOADING(Pef) SPACING 2-0-0 CSI DEFL (in) (Inc) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.60 Vert(LLI n/a n/a M20 1971190 TCDL 10.0 Lumber Increase 1.15 Sc 0.19 Vert(TL) n1a n/a BOLL 0.0 Rep Stress InCr YES WB 0.18 horE(TL) 0.00 n/a BCDL 10,0 code SOCAlANSI95 (Matrix) Min Length/LL def = 999 Weight: 49 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6.0-0 on center purlin spacing. SOT CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 3-6-10 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/sizel 1-217/16-0-0,6=217113-",7=361116-0-0,8=508116-0-0, 6=508/16-0-0 Max Harz 1 w 146(load case 3),5.-146(load case 2) Max Uplift)=-10(load case 2),6,10(load case 3),7=-31load case 4),g e-195(load case 3),B_•195(1oad case 2) Max Grav 8=528(load case 5), 6=526(load case 6) FORCES (lb) TOP CHORD 1-2=-181, 2-3=-208, 3-4=-208,4-5=•181 BOT CHORD 1.8=0,7-8=0, 6-7=0, 5-5=0 WEBS 3-7=-292. 2-8=-403,4.6=-403 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) All plates are M20 plates unless otherwise indicated, 3) Gable requires continuous bottom chord bearing. 4) Gable etude spaced at 4-0.0 on center. 9) For studs exposed to wind,see MITak"standard Gable End Detail" g) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10 lb uplift at -011ptg11 joint 1. 10 lb uplift at joint 5, 3 lb uplift at joint 7, 195 Ib uplift at joint 8 and 195 Ib uplift at joint 6. 4g.41. V.IE y K 7)This truss has been designed with ANSI/TPI 1.1995 criteria. ,g- o P/°11fL LOAD CASEISI Standard W. lE BARRON PAUL W. STRUCTURALN 34=1 Cc[ rwae��"$ i 09/19/97 09:12 FAX 330 629 8241 MITES YOUNGSTOWN 444 G V MOORE 0 021 4 LbMACLEOD Truss Truss Type Qty Ply Macleod eros./Stoneham Savings Y355984 Jo VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0.32 s Aug 29 1997 MTek Industries,Inc. Wed Sep 17 13:43:56 1997 Page 1 6-0-0 12-0-0 6.0.0 8.0.0 4x5= 3 a.00 FIT 1x4 11 1x4 II 4 4 3x40 3X4 i 5 1 T 0 0 0 1x4 11 1x4 II 1x411 12-0-0 12-0A LOADING(psfl SPACING 2-0.0 CSI DEFL (in) (loc) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.60 Verdl-L) n/a - n/a M2O 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0.12 VeKITLI We Ala BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(Tl h 0 0 deft 999 Weight:35 Ib 8CDL 10.0 Code BOLA/ANSl95 (Matins) Length/ LUMBER BRACINt3 TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6-0.0 on center r 1-6 spacing. lied e 1 BOT CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly app -t0 an center bracing. OTHERS 2 X 4 SPF Stud REACTIONS(Ib/size) 1=78!12-0.0,5=78/12.0-0, 7=39(3/12-0-0, 6=393/12-0.0, 6=393/12-0-0 Max Horz 1=9811osd case 3),5=-98(load case 2) Max Upliftl=-25(load case 2),5=-25(load case 3),7=-40(load case 41.8=-1620oad ease 31, 6=-162(load ease 4 Max Grav 8=427(load case 5), 6=427(load case 6) FORCES(Ibl TOP CHORD 1-2=-109, 2-3=-213,3-4=-213,4-5;---109 BOT CHORD 1-8=0,7.8=0,6-7=0,5-6=0 WEBS 3.7=-304, 2.8=-335, 4-6=-335 NOTES 1)This truss has been checked for unbalanced loading conditions. 21 All plates are M21)plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 41 Gable studs spaced at 4-0-0 on center, 5) For studs exposed to wind, see MiTek"Standard Gable End Detail" a714aOrye s to bearing plata capable of withstanding 25 Ib uplift at 61 Provide mechanical connection (by othersl of vuss '� {o joint 1, 25 Ib uplift at joint 5,40 Ib uplift at joint 7, 162 Ib Uplift at joint B and 162 lb uplift at joint 6. 71 This truss has been designed With ANSI/TPI 1-1995 criteria. �*" j';eljL ui' LOAD CASES) Standard LE BARRON s e o PAUL W. o !F = QTLepB1ACRR0R1��� 9155It. 4b �¢Qr►12 a �20ilav`` �J't7 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE U022 Job Truss Truss Type Oty Ply Macleod Bros./Stoneham Savings Y355985 MACLEOD V-4 VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug z9 1997 MTak Industries,Inc. Wed Sep 17 1344;01 1997 Page 1 4-0-0 8-0-0 4.04 4-0-0 4x4= 9.0a 12 Zt4G bt4-� 3 v c .c 40 1115 11 11 1 10 1x4 II e-0.a s-o-o LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loci l/deft PLATES GRIP TOLL 40.0 Plates Increase 1.15 TC 0.63 Vert(LU n/a We M20 197/190 TCDL 10.0Lumber Incroaoe 1:16 BC 0.13 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) 0.00 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL deft = 999 Weight:21 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6-0-0 an center purlin spacing. BOT CHORD 2 X 4 SPR Stud BOT CHORD Rigid ceiling directly applied or 3-6-10 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/site) 1=24910-0-0,3=249/8-0-0,4=35318-0-0 Max Horz 1=68(load case 1), 3=4181load case 11 Max Uplift)=-62(load case 41, 3=-62(load case 4), 4=-45(load case 41 FORCES (lb) TOP CHORD 1-2--160, 2-3=-160 BOT CHORD 1-4=0,3-4=0 WEBS 2.4=-265 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) All plates are MZO plates unless otherwise indicated. 31 Gable requires continuous bottom Chord bearing. 4) Gable studs spaced at 4-0-0 on cantor. 5) For studs exposed to wind, sea Mitek"Standard Gable End Detail" 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 62 Ib uplift at itH�� joint 1. 62 It:uplift at joint 3 and 45 Ib uprift at joint 4. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. C+t law •9 LOAD CASE(Sl Standard � Jy�� � PAIL L11 �y a} PoiiLW. z LE BARRON La ON = tit a p STRUCTiIRA:A N&34M `�� '' ` 4 molle0 , 09/19/97 09:12 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10023 - =MAC�EODV-5 Truss Type Qty PIY Mactecd Bros./Stoneham Savings Y3559Bs VALLEY 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0.32 s Aug 29 1997 MiTek Industries,Inc. Wcd Sap 17 13:44.06 1997 Page 1 2-0-0 40.0 2-0-0 3rA 2-0.0 2 8.00 12 2x1 i 2%4-� 3 1 Y e 4a.o 4-0-0 Plate Offsets(XX: 12.0-2-0,ed el LOADING(p3f1 SPACING 2-0-0 CSI DER (in) (loc) I/def) PLATES GRIP TOLL 40.0 Plate3Increase 1.15 TC 0.12 VertILL) n/a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 RC 0.10 VertITU n/a - n/a BCLL 0-0 Rep Stress In- YES WB 0.00 Horz(TLI 0.00 n/e SCDL 10.0 Code BOCA/ANSI95 [Matrix) Min Length/LL daft = 999 Weight: 9 Ib LUMBER BRACING TOP CHORD Sheathed. TOP CHORD 2 X 4 SPF Stud 80T CHORD 2 X 4 SPF Stud SOT CHORD Rigid ceiling directlY applied or 3-1.3 on center bracing. REACTIONS(Ib/size) 1=18614-0-0, 3=186J4.0-0 Max Horz 1=116(lood case 1),3a-116(load case 1) Max Uplifts=-3711cad case 41,.3=-37(load case 41 FORCES (lb) TOPCHORD 1-2=-174, 2.3=-174 BOT CHORD 1-3-0 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)All plates are M20 plates unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 4-0-0 on center. 51 For studs exposed to wind,see MiTek'Standard Gable End Detail' of withstanding 37 Ib uplift at 6)Provide mechanical connection(by others) of truss to bearing pate joint 1 and 37 Ib uplift at joint 3. wallet 71 This truss has been designed with ANSI/TPI 1-1995 criteria. 5�trt -i, LOAD CASEISI Standard -:A a:av �� P��L I.eAB ROI ` h B�RRCN .� S?R1Ci1JR.AL 91 Sp It Is QOWA !vim U9/19/V7 08:42 FAX 330 629 8241 MITER YOUNGSTOWN G V MOORE Q001 Job russ I russ Type aty y ac eod Bros.I Stoneham Savings ' MAC LEOD J-1 MONO TRUSS 2 1 s Aug 9 1997 MiTekIndustries,Inc. Wed Sep age ( -3-10-11 i 6.1-7 11-7-4 3-10.11 6-1-7 5.5.13 Zxs 5.65 F172 4 7X&G 3 IrB 2 6 5 400 11 4)8= 1 6-1-7 11.7-4 6-1-7 5-5-13 ate Offsets15:0-4-8,0-2-01 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loo) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.63 Vert(LL) -0.08 5-6 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 SC 0.98 Vert(TL) 0.24 1-2 >203 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TU 0.01 5 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) Min Length/LL defl = 240 Weight: 67 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 *Except* TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end 1-3 2 X 6 SPF 2100F 1.8E verticals. BOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS Ilb/size) 2=1245/0-5-8,5=1353/0-1-12 Max Horz 2=-303(load case 2) ConnectTle In truss(es)with Max Uplift2=-448(load case 4), 5=-367(load case 3) Simpson SUR/tr'L4 hangeror equivalent. Attachment to truss Is as FORCES(lb) specified by hanger manufacturer. TOP CHORD 1-2=163, 2-3=-1253,3-4=-59,4-6=-65 BOT CHORD 2-6=1068,5-6=1051 WEBS 3-6=1064,3-5=-1145 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 21 All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing at joint(s) 5 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others) of truss to bearing plate at joint(s) 5. 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 448 Ib uplift at joint 2 and 367 Ib uplift at joint S. gIwrnys#4V 7) This truss has been designed with ANSIITPI 1.1995 criteria. it, 8) Load case(s) 1,2,3,4 has been modified. Building designer must review loads to verify that they are correct µ YY JJ'J for the intended use of this truss. LOAD CASEIS) _�qp(W 4*.�� PAUL 1) Regular:Lumber Increase=1.15,Plate Increase=1.15 1r�" W g Uniform Loads(plf) ?'t' V IA HARRON Vert: 1-2=-100.0,2-3=-20.0,3-4=-20.0 o PAUL W. Trapezoidal Loads(plf) ; UBARRON Vert:2=0.0-to-6=-183.8,6=-183.8-to-5=-348.0 STRUCTURAL. S 9355 21 Wind Lett:Lumber Increase=1.33, Plate Increase=1.33 �. io ado�0 ( Nsto Uniform Loads(plf) Vert: 1-2=51.8,2-3=-25.2, 3-4=-25.2 'e 9� Horz: 1.2=-61.8,2-3=27.3,3-4=27,3.4-5=48.7 9a rOfST �; /�N f: Trapezoidal Loads(plf) ! Vert: 2=-0.0-to-6=60.6, 6=60.6-to-5m`114.7 Continued on page 2 r Uy/19/91 U8:4L VAX 330 1529 8241 MiTEH YOUNGSTOWN 444 G V MOORE [A002 Jab russ Truss ype ty y ac eod Bros. tone am Savings MACLEOD J-1 MONO TRUSS 2 1 UN.MOORE CUMBFH CU.7AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek-15'a-tistries, Inc. Wed Sep age LOAD CASE(S) 3)Wind Right: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=24.2,2-3=-10.9,3-4=-10.9 Harz: 1-2=-34.2,2-3=16.7, 3-4=15.7,4-5=-29.6 Trapezoidal Loads(plf) Vert:2--0.0-to-6=60.6, 6=60.6-to-5=114.7 4) 1st Wind Parallel: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2=63.4, 2-3=-10.9,3-4=-10.9 Harz: 1-2--73.4, 2-3=15.7, 3-4=16.7, 4.5=-29.5 Trapezoidal Loads(plf) Vert: 2-0.0-to-6=60.6, 6=60.6-to-5=114.7 uarfb� +Y µow H44f PAUL IsPAUL W. , Y UBARROX LE BARRON $ STRUCTURALJim 3M 9155 10, erg r A Eeee Uzi/ly/ifr UO:4Z VAA SSU bZU 5241 1111TEK YOUNGSTOWN G V MOORE [A003 'Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355932 MACLEOD J-1 B MONO TRUSS 8 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries, Inc. Wed Sep 17 13:38:50 1997 Page 1 e•2•a , 8-2-8 2x4 I I 2 8.00 12 3x4= 1 Iril 4 3 1.5x411 8-2-8 8-2.8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.83 Vert(LLl -0.10 1-3 >951 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) -0.33 1-3 >284 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL1 0.00 3 n/a SCOL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL def! = 240 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 7-11-0 on center bracing. REACTIONS (Ib/size) 1=490/0-5-8, 3=557/0-1-12 Max Horz 1=405(lcad case 3) Max Upliftl=-36(load case 2),3=-236(load case 3) FORCES (Ib) TOPLHORD 1-2=181, 2-3=-396 BOT CHORD 1-4-0,3-4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 It above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOLA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greeter than 3-6-0 between the bottom chord and any other members. 4) Provide mechanical connection(by others) of truss to bearing plate at joint(s) 3. If#V 4 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 36 Ib uplift at SEW joint 1 and 236 Ib uplift at joint 3. �E 6)This truss has been designed with ANSVTPI 1-1995 criteria. , +tP, UL LOAD CASEIS) Standard {.��G�' ^ . ?�C W. r� Pain wwBAitRON � � LE _ t�I�aRao� * * E 3 STRUMiaAL 4155 r uN11919t 08:4L r'AA 330 629 8241 MITEK YOUNGSTOWN G V MOORE 19004 ` Job Truss Truss Type aty Ply Macleod Bros./Stoneham Savings Y355933 ' MACLEOD J•1C MONO TRUSS 3 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4,0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:38:55 1997 Page 1 •2-9-0 6-2-6 2.9-0 6.2-8 2x4 3 8.00 F,2 Z3x4= P loon 4 1.5x4= 1 r— 6-2-8 6-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.44 Vart(LL) n/a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Vert(TL) -0.07 2.4 >966 BCLL 0.0 Rep Stress lncr YES WS 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCA/ANS195 Min Length/LL defl - 999 Weight:31 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 5-7-14 on center bracing. REACTIONS (Ib/size) 2=645/0-5-8,4=35510-1-12 Max Horz 2-431(load case 4) Max UPIIft2=-1 45(load case 4), 4=-179(load case 3) FORCES (lb) PRt1LVy TOP CHORD 1-2=73,2-3=0,3-4=-296 BOT crloRD 2-4-0 S RUCTU 1 NOTES w pNO, QQ� 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, 'p ?S/liT1E� using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on �Jr/pysiUE��,� an occupancy category I, condition I enclosed building,of dimenslons 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 31 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSIITPI 1.1995 angle to grain formula. Building eHl19_ designer should verify capacity of bearing surface. . ���N4 5) Provide mechanical connection(by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 145 Ib uplift at �� PAU joint 2 and 179 lb uplift at joint 4. N W rP 71 This truss has been designed with ANSI/TPI 1-1995 criteria. LE RQRON c LOAD CASE(S) Standard .e 91 55 . +�"e��,E. (/�e�ta � ems"• i. y0 � f UN/IV/y! Ut3:4L VAA JJU bZ9 8841 M1TEK YOUNGSTOWN 444 G V MOORE 19005 ' Job Truss Truss Type Oty, Ply Macleod Bros./Stoneham Savings Y355934 MACLEOD J-1CA MONO TRUSS 3 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:39:00 1997 Page 1 6-2-B 6-2-8 2x4,,,'- 8,0 0 x468.00 12 3x4= 3 1.5x4= 6-2-8 r " 6.2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) Ildefl PLATES DRIP TCLL 40.0 Plates Increase 1.15 TC 0.43 Vert(LL) n/a - We M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.18 Vart(TL) -0.07 1-3 >966 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code BOCAIANS195 Min Length/LL defl = 999 Weight:25 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 5-7-14 on center bracing. REACTIONS (Ib/size) 1 -355/0-5-8, 3=35510-1-12 Max Horz 1-308(load case 3) Max Upl(ft1--28(load case 21, 3=-179(load case 31 FORCES(Ib) ;or TOPCHORD 1-2=0, 2-3--296PAUL BOT CHORD 1-3=0 Ls"&J $ NOTES STRUCTURAL � 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCENALEw���� 7-93 per BOCA/ANSI95 If and verticals at cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater then 3-6-0 between the bottom chord and any other members. 4)Bearing at jointis) 3 considers parallel to grain value using ANSIITPI 1-1995 angle to grain formula. Building a®reel designer should verify capacity of bearing surface. e.tai- - , 5) Provide mechanical connection (by others) of truss to bearing plate at joint(sl 3. '�'�►�e 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 Ib uplift at a� PAUL joint 1 and 179 Ib uplift at joint 3. e y W. ear 7)This truss has been designed with ANSI/TPI 1.1995 criteria. LE MRRON LOAD CASEIS) Standard v = 9155 �•sl+�� [KENS a 1 ees Pt t 0y/1y/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN -�44 G V MOORE IM006 ' Job Truss Truss Type Qty Ply Macleod Bros,!Stoneham Savings Y355935 MACLEOD J-1D MONO TRUSS 4 1 G.V.MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:39:05 1997 Page 1 -2-9-8 4-2.8 2-9.8 4-2-8 zx4� 3 8.D0 F12 30- 2 4 1.5x4= 1 4-2-8 , 4-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/dafl PLATES DRIP TCLL 40,0 Plates Increase 1.15 TC 0.45 Vert(LL) n/a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.08 Vert(TU 0.06 1-2 >638 BCLL 010 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length/LL defl = 999 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 3-7-14 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2=529/0-5-8, 4=235/0-1-12 Max Horz 2-335(load case 4) Max Uplift2=-15611oad case 41, 4=-1231load case 31 FORCES(lb) �1 - TOPCHORD 1-2=74, 2-3-0, 3-4=-196 of'� PAUL W. �- BOT CHORD 2-4-0 L,ADM(pl NOTES ci STRUCTUML Q 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, ,e pNM 3M using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane aceanline, on !0 �CI'S an occupancy category I, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE `E��\'� 7-93 per SOCA/ANSI95 It and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1,33 2)All plates are M20 plates unless otherwise Indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building �8lI�01 designer should verify capacity of bearing surface. law¢� 5) Provide mechanical connection (by others) of truss to bearing plate at joint($) 4. 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 156 Ib uplift at $ate PAUL ti joint 2 and 123 Ib uplift at joint 4. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LE BARN LOAD CASEIS) Standard a 91 5 so of r 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN G V MOORE [A007 ' Job Truss Truss Type Qty Ply Macleod Bros, /Stoneham Savings Y355936 MACLEOD J-1E MONO TRUSS 4 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTak Industries, Inc. Wed Sep 17 13:39:10 1997 Page 1 -2-9-8 2-2.8 i 2-8-8 2-2-8 2x4 i 3 cc 8,0012 3x4 2. 4 1.5x4 1 2.2.8 2-2-8 LOADING (psf) SPACING 2-0-0 CSI DEFL (in) floc) I/detl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.45 Vert(LLI We - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TQ 0,06 1-2 >638 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TLI 0,00 4 n/a BCDL 10.0 Code BOCA/ANSI95 Min Length/LL defl - 999 Weight: 15 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 2-1-6 on center purlin spacing, except and BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1-7-14 on center bracing. REACTIONS(Ib/size) 2=409/0-5-8, 4=11S/0-1-12 Max Horz 2=237(load case 4) Max Uplift2--164(load case 4),4=-671load case 3) FORCES(lb) TOPCHORD 1-2-74, 2-3=O, 3-4=-9r3 BOT CHORD 2-4-0 NOTES 1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5,0 psf bottom chard dead load, 100 mi from hurricane oceanline, on an occupancy category I,condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind, If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing at joint(s)4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula, Building 11011@ designer should verify capacity of bearing surface. ft 5)Provide mechanical connection(by others) of truss to bearing plate at joint(s) 4. ZiE 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 164 Ib uplift at A4., M � joint 2 and 67 Ib uplift at joint 4. ��°fhr PAUJL N. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. h W 1�0F . LOAD CASEIS) Standard oyt+PHI. * LE �RN i LeBARR01! `: : �o 8155 str •' STPJUJDTU L �'�,�'- r NS A PNO.34= A G F r7 f s '4 r UV/1V/VY 11.16:42 FAA 33U 619 8241 MITER YOUNGSTOWN 444 G V MOORE 16008 ' Job ruse Truss Type ty y ac ead Isros. Stoneham savings MACLEOD J-2 MONO TRUSS 2 1 7RC"0r4 4.0-32SAug 9 108, MiTekinduSUICS, Inc. Wedbep age 10.11 1 5.7.7 I 10-74 3-10-11 5-7-7 4-11-13 4 3x3 5.85 X12 3 dxB i j 2 i 8 5 / 8x10 11 5X8= 1 5-7-7 I 10.74 5.7.7 4-11-13 Plate Offsets LOADING(psi► SPACING 2-0-0 CSI DEFL (in) floc) I/deft PLATES GRIP TOLL 40.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.05 5-6 >999 M20 197/190 TCDL 10.0 Lumber Increese 1.15 BC 0.76 Vert(TL) 0.24 1-2 >204 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TU 0.01 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) Min Length/LL deft = 240 Weight:62 Ib LUMBER BRACING TOP CHORD 2 X B SPF 2100E 1.8E TOP CHORD Sheathed or 6-0-0 an center purlin spacing, except end BOT CHORD 2 X 6 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid coiling directly applied or 10-0-0 on center bracing. REACTIONS (lb/size) 2=113110-5-8,5=11115/0-1-12 Max Harz 2=-26711oad case 2) Connect Tie4nlruss(es)with Max Uplift2--4241load Case 4), 5 295(load case 3) Simpson SUR/1.24 hangeror equivalent, Attachmem to Inns is as FORCES Iib) specified Dy hanger manufacturer. TOP CHORD 1-2=163.2-3-989,3-4=-48, 4-50.67 BOT CHORD 2-6=827,5.6=827 WEBS 3.6=855,3-5=-896 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 Dsf bottom chord dead load, 100 mi from hurricane oceenline•on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/ANSl95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are nut exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates untess otherwise indicated_ 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4)Hearing at joints)5 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Building des)4ner should verify capacity of bearing surface- 5) Provide mechanical connection(by others)of truss to bearing plate at joint(s) 5- 6) Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 424 lb uplift at joint 2 and 296 Ib uplift at joint S. 7)This truss has been designed with ANSI/TP1 1-1995 criteria. 9Qe� 8)Load easels) 1,2,3,4 has been modified. Building designer must review loads to verify that they are correct , for the intended use of this truss. M°,,y LOAD CASE(S) - � 1) Regular.Lumber Increase=1.15, Plate Increase .15 1 0� PA Uniform Loads(Plfl Vert: 1-2=-100.0.2-3=-20.0,3-4=-20.0 �o}� pAIfLIJV t L�BARRON Trapezoidal Loads(plf) Vert:2=0-0-to-6=-168.4.6=-168.4-to-5=-317.3 UWIRON 2)Wind Left:Lumber Increase=1.33,Plate Increase 1.33 a STRUCTURAL91515 Uniform Loads(plf) Nm3m 40 Vert: 1-2=51.8, 2-3=-25,2, $-4=-25.2 Harz: 1-2=-61.8.2-3=27.3,3.4=27-3,4-5=48.7 TrapezoidalLoads 2=50,0- to-6-55-5,6=55.5-to-S-104,5 rjiDN ds Continuedon a e 2 U9/19/97 U6:42 rax 730 (329 8241 MITER YOUNGSTOWN 444 G V MOORE 16009 • Job uss I russ ype Qty ply ac anti Bros.I 9tanaham savings MACLEOD J-2 MONO TRUSS 2 1 G.V. MOURE LUMBER CD-,-Z?EH,MA 01432s ug997 MiTekn usWes,Inc. Wed 5ep 7 age LOAD CASES) 3)Wind Right:Lumber Increase=1.33.Plate increase=1.33 Uniform Loads(plf) Vert: 1-2=24.2, 2.3=40.9. 3-4e-10-9 Harz: 1-2=-34-2.2-3=15.7,3-4=16.7,4-5=49.5 Trapezoidal Loads(plf) Vert:2-0.0-to-6-55.5. 6=55.5-to-5=104.5 4) 1st Wind Parallel; Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads 1pifl Vcrt: 1-2=83.4.2.3r"-10.9,3-4--10.9 Harz: 1-2--73.4, 2-3-15.7,3-4=15.7,4.5=-29.5 Trapezoidal Loads(plfl Vert:2=-0.0-to-6=55.5, 6=55.5.10-5=104.5 gwil.U96 100 1 arr 1-W FAjf PAUL PAULW a h W. L9RAARONGTU LE BAIMON oil F � � r r l81�� 08/19/87 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE [a 010 Job Truss Truss Type Qty Ply 713ros./Stoneham Savings Y355938 MACLEOD J-2A MONO TRUSS 5 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:39:20 1997 Page 1 2-0 0 7-0-0 2-9 0 7-&0 ?�c411 3 B.00 1 Z 3x4= 5 d 1.5x4 11 1 _ 7-I$.0 7.6.0 LOADING(psfl sPAC1NG 2-0-0 CSI VEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.04 2-4 >999 M20 1971190 TCDL 10.0 Lumber Increase 1.15 8C 0.36 Vert(TL) -0.20 2-4 >425 BCLL 0.0 Rep Stress Iner YES we 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOLA/ANS195 (Matrix) Min Length/LL def! = 240 Weight:37 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Shoathed or 6.0.0 on center purlin spacing, except and BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 7.2.8 on center bracing. REACTIONS(lb/size) 2=788/0-5.8,4=434/0-1-12 Max Horz 2=494(load case 4) Max Uplift2=-191(load case 4),4=.19511oad rasa 31 FORCES(lb) TOP CHORD 1-2=146, 2-3=132,3-4--302 BOT CHORD 2-5=o.4-5 w0 NOTES 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurricane ocean(ina,on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/AN5i95 If end verticals or cantilevers exist,they are exposed to wind. If parches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 21 All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 341-0 between the bottom chord and any other members. 41 Provide mechanical connection(by others)of truss to bearing plate at joint(g)4. a910e6 5) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 191 Ib uplift at - p joint 2 and 195 Ib uplift at joint 4. r" p„ 61 This truss has been designed with ANSIRPI 1-1995 criteria. �� �f S9y PAUL LOAD CASSIS) Standard W, o� PAU!W. ' - LE BARRON L � Lle79'''ArrR��ROeeN,ii a STRUCTURAL ti i s � ,aAIO. �r'F►Q t 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 16 012 ' • Job Truss Truss Type Qty Ply Macleod Bros_/Stoneham Savings Y35594o MACLEOD J-2C MONO TRUSS 4 1 G.V.MOORE LUMBER CO„AYER, MA 01432 4.0.32 s Aug 29 1997 Mick Industries, Inc. Wed Sep 17 13:39:30 1997 Page 1 2-" 3 g p Zc4 G 3 13.00 12. 3x4= 4 t.sftA 1 i 3-6-0 LOADING(psf) SPACING 2.0.0 C51 DEFL (in) (loci I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.44 Vert(LLI 0.00 2 >999 M20 197/190 TCDL 10.0 Lumber Increaw 1.15 BC 0.05 Vert(TL) 0.05 1.2 >666 BCLL 0.0 Rep Stress Ihcr YES WB 0.00 HorzITL) 0.00 4 Na SCOL 10.0 Codc BOLA/ANSI95 Min Length/LL defl = 240 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No-2 BOT CHORD Rigid ceiling directly applied or 2-11-6 on center bracing- WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2;248210-5-8,4=19210-1-12 Max Harz 2=299(foad case 4) Max Uplift2=15711cad case 41,4=-103(load case 3) FORCES(lb) A TOP•CHORD 1-2=73,2-3=0, 3-4=-l50 BOT CHORD 2-4=-O �v� PAUI W NOTES S�NPAL 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, Wa Un�g using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane oceanline,on � an occupancy Magary 1,condition 1 enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7.93 per BOCA/ANS195 if and verticals or cantilevers exist,they are exposed to wind. If porches exist, L F�v� they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated, 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater then 3-6-0 between the bottom chord and any other members. 4) Bearing at joPnt(sl 4 consider,parallel to grain value using ANSICrPI 1-1995 angle to grain formula. Building ppu"'- dasignar should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. SOF 9/rp� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 2 and 103 lb uplift at joint A. P11111 PM 71 This truss has been designed with ANSIrM 1-1995 criteria. 2 LE BARRON LOAD CASEIS) Standurd SaG� 0- 0 If/CE ee e r 09/18/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 013 • Jab Truss Truss Type my Ply Macleod Bros./Stoneham Savings Y355941 MACLEOD J-21) MOND TRUSS 4 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0.32 s Aug 29 1997 MTek Industries,Inc. Wed Sep 11 13.39:36 1997 Page 1 -2-0-0 1-e-0 2-9-0 1-8-0 2x4 4 3fr4= 8.00 FIT 4 f.51rq- ,-s0 LOADING(psf) SPACING 2.0.0 CSi DEFL (in) floc) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.41 Vert(LL1 n/a n/a M20 1971190 TCOL 10.0 Lumber Increase 1.15 BC 0.01 Vert(TLI 0.05 1-2 >740 BCLL 0.0 Rep Stream Incr YES WB 0.00 Hoez(TL) 0.00 4 We SCOL 10.0 Code BOCAIANS195 Min Length/LL def! = 999 Weight: 12 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 0.11.6 an center bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2=358/0-5-8,4=7810-1-12 Max Harz 2=201(load Casa 4) Max Uplift2=-16Z(load case 41,4=-47(load case 3) OF FORCES(lb) TOP CHORD 1-2=72, 2-3=0, 3-4=-65 o p� a SOT CHORD 2-4=0 Z s��� �I NOTES 1)This truss has been designed for the wind Ioads generated by 90 mph winds at 25 ft above ground lava[, yt� using 5.0 psf top chord dead load and 5.0 psf bottom chard dead load, 100 mi from hurricane oceanlins,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOLA/ANSI95 If end verticals ar cantilevers exist,they are exposed to wind. If porches exist, they aro not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 31 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing atjoint(s)4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection(by others) of truss to bearing plate at joint(s)4. 6) Provide mechanical connection(by otheral of truss to bearing plate capable of withstanding 102 lb uplift at joint 2 and 47 lb uplift at joint 4. PAUL p 7)This truss has been designed with ANSI/TPI 1-1995 criteria. y W s LE BARRON LOAD CASEIS) Standard 9' r 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 0 014 o ruse Truss I ypety y acleoroe./Stoneham •avmgs MACLEOD J-3 MONO TRUSS 2 1 • 6ORE s ug '9 r e n " 9-s, na. W_eT ep %-g -f -10.11 3 8 8 6-9-5 3-10-11 34.8 3.0-13 2z4 4 240 5.85 1Z 3 5 4X4 1 6.95 6.9.5 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) I/dell PLATES GRIP TCLL 40-0 Plates Increase 1.15 TC 0.85 Vert(LLI -0-09 2.5 >839 M20 197/190 TCDL 10.0 Lumberincrease 1-15 BC 0.68 Vert(TU 0.31 1.2 >158 BCLL 0.0 Rep Suess Iner NO WB 0.14 Horz(TU 0.00 5 n/a SCOL 10.0 Code SOCA/ANS195 (Matrix) Min Length/LL deft = 240 Weight_40 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E TOP CHORD Sheathed or 6.0.0 on center pudin spacing, except end BOT CHORD 2 X 6 SPF No.2 verticals. WEBS 2 X 4 SPF Stud SOT CHORD Rigid coiling directly applied or 6-0-0 on center bracing. REACTIONS(Ib/size) 2=814/0.5.8, 5=379/0.1-12 Max Upli 2=175((oad Case 41 l onnect Tie-in truss(es)with Max vlift2=-380(laad vaso 4),5=-81(load case 3) 5(mpsan S V rZ Danger or equivalent AriachmenT to vuss Is as FORCES(lb) specified by hanger manufacturer. TOP CHORD 1-2=163,2-3=186,3-4=32,4-6=-B1 - - BOT CHORD 2.5=-271 WEBS 3-5=306 NOTES 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,100 mi from hurricane aceanline,an an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANS195 If and verticals or cantilevers exist.they are exposed to wind, If porches exist,they are not exposed to wind. The lumber DOL Increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a rJesrence greater than 3-6-0 between the bottom chord and any other members. 41gearing at joints)5 considers parallel to grain value using ANSI/TPI 1.1995 angle to groin formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate at jeint(sl 5. 61 Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 380 Ib uplift at joint 2 and Bl lb uplift at joint S. 7)This truss has been designed with ANSIlTPI 1-1995 criteria. 8)Land easels) 1,2,3,4 has bean modified. Building designer must review loads to verify that they are correct for the intended use of this truss. �sdoo9 LOAD CASE(S) 1)Regular.Lumber Increase-@1.15, Plate Increase=1.15 ��� A Uniform Loads(plf) "L"QIPAt Vere 1-2s-100.0,2-3=-20-0.3-4=-20-0 �� ' �►�t PAUL Trapezoidal Loads(pM O PAW, a 4+ W. � Vert:2=0.0-to-5=-203.3 � '� 2)Wind Left Lumber Increase=1.33,Plate Increase R 1.33 LO ON = LE BARRON Uniform Loads(pr) v * * q Vert 1.2=61.8,2-3=-25.2, 3-4=-25.2 'Ida '► Q l: Hort 1-2=-61.8,2-3=27.3,3.4=27.3,4-5=48.7 �+� �� Trapezoidal Loads(pill D fir r Vert_2=-O.0-to-5=67.0 3)wind Right:Lumber Increase=1.33,Plate Increases 1-33 t)M oeoeaa°� Continued on page 2 09/19/97 08:42 FAX 930 629 8241 MITER YOUTNGSTOWN 444 G V MOORE 015 'Job ruse Truss ype UTY y ac eo roa- [one am savings MACLEOD J-3 MONO TIiU55 2 1 (5-V. MOGRE-LUM15FR Co. AYER, 4.U-.32sAug i e n ustnes,Inc. a Sap age LOAD CASE(S) Uniform Loads(plf) Vert: 1-2=24.2,2-3=-10.9,3-4--10.9 Horz: 1-2=-34.2,2.3=15.7,3-4=15.7.4-5=-29.5 Trapezoidal Loads(plf) Vert:2=-0.0-to-5=67.0 &I tst Wind Parallel:Lumber Incrcase=1.33.Plate Increase=1.33 Uniform Loads(plf) vert: 1-2=63-4,2-3=-10.9.3-4=-10.9 Harz: 1-2=-73.4,2-315.7, 3.4=15.7,4-5=-29.5 Trapezoidal Loads(plf) Vert:2-0.0-to-5=87.0 �,leoeip;;y� PAUL o}� PAUL W. � �y W. x LeBARRON LE BARRON • $ STRUCTURAL ,pyo.34208 : .� 9155 'ryOPiAI. ii S G 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE Q016 ` Job Truss Truss Type Q Ply Macleod Bros./Stoneham Savings Y355943 MACLEOD J-3A MONO TRUSS 7 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. wed Sap 17 13:39:46 1997 Page 1 2-B.p 49� ac4 I I 3 8.00 F12 3x4= d 1.5x4 It 1 r— 4-9.8 --( 4,M LOADING(psf) SPACING 2.0.0 CSI DEF! (in) (lee) I/def) PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.44 VertILL) n/a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.10 Vert(TIJ 0.05 1-2 >666 BCLL 0.0 Rep Stress Incr YES WB 0.00 Harz(TL) 0.00 4 n/a SCOL 10.0 Code SOCA/AN$195 Min Length/LL def! = 999 Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF Na.2 BOT CHORD Rigid ceiling directly applied or 4-2-14 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS (ib/sizo) 2=560/0-5-8,4=27o/0-1-12 Max Ham 2362(load case 4) Max Uplift2=-151(load case 4),4w-140(load case 31 FORCES(Ib) TOP CHORD 1-2=73,2-3.0,3.4=-225 BOT CHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 5.0 psf top chord doad load and 5.0 psf bottom chord dead load,100 mi from hurricane oceenlins, an an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 It with exposure C ASCE 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip-increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 31 This truss has been designed for a live load of 20.0psf on the bottom chard in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Provide mechanical connection (by others)of truss to bearing plate at joint(s)4. ��sNlp 51 Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 151 Ib uplift at 4 N joint 2 and 140(b uplift at joint 4. 61 This truss has been designed with ANSI/TPI 1.1995 criteria. r PAUL 4 LOAD CASES) Standard s?�` PAULW. LE BARRON � LSBARRONSTRUIUMMAL 9Q sra a� �o 1FNUN 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10017 Job Truss Truss Type Qty ply Macleod Bros./Stoneham Savings Y3559" MACLEOD J-38 MONO TRUSS 4 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4-0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13.39:51 1997 Page 1 -2-M r � 2-W 2-" 2xdG 3 &D0 12 3xA= 4 1.5rA= 1 2-9-a 2-5.8 LOADING rpef) SPACING 2.0.0 CSI DEFL (in) (lac) I/daft PLATES GRIP TCLL 40.0 plates Increase 1.15 TC 0-44 Vart(LL) n/a - n/a M20 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0.03 Vert(TLI 0.05 1.2 >666 BCLL 0-0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10-0 Code SOCA/ANSI95 Min Length/LL def! = 999 Weight: 17 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 2-2-14 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2=440/0-5-8,L=150/0-1-12 Max Sam 2s264(load case 41 Max Uplift2=-I60(load case 4), 4=-64(load case 3) FORCES 1(b) TOP-CHORD 1-2=73, 2-31=0, 21-4-125 BOTCHORD 2-4=0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category r,Condition I enclosed building, of dimensions 45 ft by 36 ft with exposure C ASCE 7.93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind- The lumber DOL increase is 1.33,and the plate grip increase is 1.33 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.0psf an the bottom chord in all areas with a clearance greater than 3.6.0 between the bottom chord and any other members. 41 Bearing at joint(s)4 considers parallel to grain value using ANSUTPI 1.1995 angle to grain formula. Building vrr01; designer should verify capacity of bearing surface. �,I-A�,�¢, 5) Provide mechahleal connection(by others) of truas to bearing plate at joints) 4. (�, 6) Provide mechanical connection Iby others) of truss to bearing plate capable of withstanding 160 Ib uplift at PAUL W' Joint 2 and 64 Ib uplift at joint 4. +� W. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. 01rq� LE RR M ON LOAD CASES) Standard �o� PALILK ?STRUCTU * it a loBAiiRON I r I 09/19/97 08:42 FAX 330 629 8241 MITES YOUNGSTOWN 444 G V MOORE 10018 i Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355945 MACLEOD J-4 MONO TRUSS 1 2 G.V.M6ORE LUMBER CO..AYER,MA 01432 4.0-32 s Aug 29 1997 MTek Industries,Inc- Wed Sep 17 13:39:57 1997 Page 1 3.3.3 3.3.3 2.10.13 r ace I[ f,F 3 PAUL R' .2 LaRam 3 SaR- rt 8.00 12 2x4 'Vrte �16T'1�4s d'y�l.IL 3x1= 1 4 4%4= , 6-2-0 6-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFT (in) (loc) 11dsf1 PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.18 Vert(LU -0.15 1-4 >472 M20 157/190 TCDL 10.0 Lumber Increase 1.15 BC O.BB Vert(TL) -0.23 1-4 >306 BCLL 0.0 Rep Stress Incr No WS 0.03 Horz(TL) 0,00 4 n/e BCDL 10.0 Code BOCA/ANS185 Min Length 1 LL defl - 240 Weight:72 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 3-6-11 on center purlin sparing, except end BOT CHORD 2 X s SYP DSS verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. REACTIONS(Ib/sinal 1=2291/0-5-8,4-2291/0-1.12 Cann=T1E-intrusses)with Max Harz 1-299(load ease 31 Stepson i-IO57-6 hangeror Max Upl'iftl=-430(1oad case 3),4=-638(laad case 31 equivalent. Attachment to truss is as sPecilled by hanger manufacturer. FORCES(lb) TOP CHORD 1.2=-253 2-3=0 3.4=-148 BOT CMORD 1.4=205 WEBS 2-4=-251 NOTES 1) 2-ply truss to be connected together with t Od Common[.1 A8"x3"] Nails as follows: Tap chords connected with 1 row(s)at 0-9-0 on center. Bottom chords connected with 2 row(s) at 0-8-0 on center. Webs connected with 1 rows) at 0-9-0 on center. 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,an an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANSI95 if end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip Increase is 1.33 3) All plates are M20 plates unless otherwise indicated- 11111111e*1 4)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance X' n ds .granter than 3-6-0 between the bottom chord and any Other members. � �� 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. �l , 6) Provide mechanical connection(by others)of truss to bearing plate eapable of withstanding 430 Ib uplift at i��� �A��. joint i and 636 Ib uplift at joint 4. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. L—V-WRON r 8)Load cose(s) 1, 2,3, 4 has been modified. Building designer must review lands to verify that they aro 3 correct for the intended use of this trues. 91 j$ & VIP. b G� LOAD CASES) +nom 1)Regular:Lumber Increase or 1.15, Plate Increase=1.15 n 1� r Continued on page 2 09/19/9T 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 44-* G V MOORE Q019 + Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355945 MACLEOD J-4 MONO TRUSS 1 2 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.032 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:39:59 1997 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert 1-4=•680.0, 1-2 100.0, 2-3=-100.0 2)Wind Left-Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads(plf) Vert: 1-4=-63.0, 1.2=0.4, 2-3=0.4 Horz: 1-2=-10.4,2-3=40.4,34=491.7 31 Wind Right! Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads Iplf) Vert: 1-4=148.0, 1-2=33.8r 2-333.8 Horz: 1-2--43.8,2-3=43.9,3-4=-29.5 4) 1 st Wind Parallel- Lumber Increase=a 1.33, Plate Increase 1.33 Uniform Loads(plf) Vert: 1-4-148.0, 1.2=33.8, 2-3=33.8 Horz: 1-2=-43.8, 2-3=43.3,3-Am-29.5 e9►l�tlp� VIP PAI, PARK W. PA -� WARM � LE B,�RR�N STRUCTURAL =* g .a �►mQ 372 9155 w„le� ` 09/19/97 08:42 FAX 990 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 020 Job Truss Truss Type O.ty Ply Macleod Bros./Stoneham Savings Y35594fi - MACLEOD J•4A MONO TRUSS 1 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4.0.32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:40:02 1997 Page 1 &2-0 6.2.0 W11 a.ao riz 3A 3 6-2-0 &2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (locl I/deft PLATES (TRIP TCLL 40.0 Plates Increase 1.15 TC 0.42 Vert(LL) n/a - n/a M20 197!190 TCOL 10.0 Lumber Increase 1.15 BC 0118 Vart(TL) -0.07 1-3 >987 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hcrz(TLI 0.00 3 n/a BCDL 10.0 Code SOCA/AN6I95 Min Length/LL def! = 99S Weight:25 Ib LUMBER BRACING TOP CHORD 2 X B SPF No.2 TOP CHORD Sheathed at 6-0.0 on center purlin spacing, except and BOT CHORD 2 X 4 SPF No.2 verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 5-7-6 on center bracing. REACTIONS(lb/sizel 1-352/0-5-8, 3=352/0-1-12 Max Horz 1=305(load case 31 Max Upliftl=-28(load case 2),3=-17811oad case 3) FORCES(lb) TOP CHORD 11-2=-0, 2,3=-294 BOTCHORD 1-3-0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1,33 2)All plates are M20 plates unless otherwise indicated. 31 This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3.6.0 between the bottom chord and any other members. �_eoaeea 4)Provide mechanical connection(by others) of truss to bearing plate at joint(s) 3. e6 5)Provide mechanical connection(by others) of truss to bearing plats capable of withstanding 28 Ib uplift atAno joint 1 and 17B Ib uplift at joint 3- a, a i� 6)This truss has been designed with ANSl1TPI 1-1995 criteria. o +` W. LOAD CASE(3l Standard E BARRON PALM,W. i L ABAARdN ��aL 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 16 021 Job russ Uty y acfead Bros-[Stoneham Savings MACLEOD J-5 MONO TRUSS 2 1 - , s ug e Industries.Inc. a e0 age �-10-11 3-1-1Z 5-7-14 3.10.11 3.1-12 24-2 2c4 I I 4 3x4 5.95 rlZ 3 3x4= 9 5 2x4 11 4xd- 1 3-1-12 5.7.14 3-1-12 2.8.2 LOADING(psf) SPACING 2.0.0 CSI DEFL (in) floc) 1/deft PLATES GRIP TCLL 40-0 Plates Increase 1.15 TC 0.55 Vert(LU -0-00 6 >999 M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.09 Vert(TL) 0.29 1-2 >169 BOLL 0.0 Rep Stress Incr NO we 0.13 HorzITL) 0.00 5 n/a BCDL 10.0 Code SOCA/ANS195 (Matrix) Min Length/LL defl = 240 Weight_36 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF 2100F 1.8E TOP CHORD Sheathed. SOT CHORD 2 X 6 SPF No.2 BOT CHORD Rigid Ceiling directly applied or 6-0-0 on center bracing. WEBS 2 x 4 SPF Stud REACTIONS(Ib/size) 2=7131/0-5-8, 5m205/0-1-12 Connecting corner hake may be fastened Max Horz 2=1680oad case 4) witn 2-16d tae-neil!(max.land .1799) Max Uplift2=-386(load case 4), 5=-33(loed case 3) In mp and bosom chord=.Tae-nalln to bo FORCES Ob) s Infilled inaccordance with NDS-9i. TOPCHORD 1-2r.163,2-3=-88,3-4=45.4-5=-109 SOT CHORD 2-6=-70, 5-6=-70 WEBS 3-6-290,3.5=84 NOTES 11 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load. 100 mi from hurricane oceenline,on an occupancy category I, condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per BOCA/AN5185 If and verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1-33, and the plate grip increase is.1.33 2)All plates are M20 plates unless otherwise indicated. 3)This truss has been designed far a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members- 4)Provide mechanical connection(by others) of truss to bearing plate at joint(s) 5. 5)Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 386 Ib uplift at joint 2 and 33 1b uplift at joint 5- 6)This truss has been designed with ANS)TI'M 1-1985 criteria. 7) Load case(s) 1,2,3,4 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. aeseeey LOAD CASEISI �. 'ry11 ' 1) Regular.Lumber Increase=1.15, Plate Increase=1.15 OY `�pr Uniform Loads fplf) Vert:1-2=-100.0,2-3--20.0,3-4=-20.0PAUL Trapczoidal Leeds(plf) `1�� + h W. e� Vcrt--2=0.0-to-6=-94.9, 6=-94.9-to-5=-169-7 PAWAI. (I Qin .. 2)Wind Left Lumber Increase=1.33,Plate Increase=1.33 f m Uniform Loads(plfl )�@A �h Vert: 1.2=51.8,2-3=-25.2,3-4=•25.2 MUCTURAI. :* 9 55 Horz: 1-2=-67.8.2.3=27.3,3-4=27.3.45=48.7 K&34� a Trapezoidal Loads(off) .04��► �,r� Vert:2=-0.0-to-6=31.3, 6=31.3-to-5,55.9 3)Wind Right Lumber Increasa=1.33,Plate Increase=1-33 Uniform Loads(plf) Vert:1-224.2,2-3=-10.9.3-4=-10.9 r r Herz, 1-2=-34.2.2-3=15.7. 3-4=15.7,4-5=-29.5 Continued on page 2 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 022 • • o • Truss I ruse ype QtyFly 7f ras, Stoneham Savings MACLEOD J•5 MONO TRUSS 2 1 Cj-V- s Aug i e uetnes,Inc. Sep 17age LOAD CASES) Trapezoidal Loads Iplf) Vert:2■-0-0•to•6=31.3, 6=31.3-to-5=55.9 41 1st Wind Parallel:Lumber Increase=1.33. Plate Increase=1.33 Uniform Loads(plf) Vert: 1-2r63.4,2-3--10.9,3-4--10.9 Harz: 1-2=-73.4. 2-3=15.7,3-4=15.7, 4-5=-29.5 Trapezoidal Lcads Iplf) Vert:2=-0.0-to-6=31.3.8=31.3-to-5=55.9 r tib, �W ,?�e�� PAUL � tea'' PAUL Vt. W. x Le6AtiRON LE BARRON STRUCTiJRAL No. .a 9155 b OMA � p v I 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10023 Job Truss Truss Type city Ply Macleod Bros,/Stoneham Savings Y355949 MACLEOD J-5A MONO TRUSS 5 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32 a Aug 29 1997 M1Tek Industries, Inc, Wed Sep 17 13:40;17 1997 Page 1 -2'M 4-0-0 i x•9.0 4-M Zx411 3 8.0012 3r[4- 4 1.5x411 1 h 4-" --I 4-NO LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (lee) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1-15 TC 0.44 Vert(LL) n/a - h/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 SC 0.07 VertITL) 0.05 1-2 >666 BCLL 0.0 Rep Stress Iner YES WS 0.00 Horz(TLl 0.00 4 We 9CDL 10.0 Code SOCA/ANSI95 Min Length/LL defl = 999 Weight:22 Ib LUMBER BRACING TOP CHORD 2 X 0 SPF No.2 TOP CHORD Sheathed, BUT CHORD 2 X 4 SPF No.2 BUT CHORD Rigid ceiling directly applied or 35-6 on center bracing. WEBS 2 X 4 SPSF tod REACTIONS(Ib/size) 2=512/0-", 4=22210-1-12 Max Horz 2-323(load case 41 Max Uplift2=-155(load case 4),4=-117(load case 31 FORCES Ilbi TOP CHORD 1-2=73,2-3=O,3-4M-185 BOT CHORD 2-4-0 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceenline, on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 35 it with exposure C ASCE 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumbar DOL increase is 1,33,and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated, 31 This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members, 4) Provide mechanical connection (by others)of truss to bearing plate at jointlsl 4. e•99Er 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 Ib uplift at joint 2 and 117 Ib uplift at joint 4. BI This truss has been designed with ANSI/TPI 1.1995 criteria, , i'` �� PAU , w h aA LOAD CASEISI Standard AUL 1Al = � LE w 2 Le9ARRC4 =_# * g STRUCTUPAL e Ise 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 0 024 Jab Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355950 MACLEOD J-5B MONO TRUSS 4 1 G.V. MOORE LUMBER CO..AYER,MA 01432 4.0-32 s Aug 29 1997 M)Tek Industries,Inc. Wed Sep 17 13:40:22 1997 Page 1 2-8 0 2-0-0 2-9-0 2-0-0 2ca 3 M-rA= 8.00 12 4 1.524= 1 �2-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) floc) I/dafl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.41 Vart(LL) n/a n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 SC 0.01 Vert(TL) 0.05 1-2 >740 BCLL 0.0 Rep Stress Incr YES We 0.00 Harz(TL) 0.00 4 n/a BCDL 10.0 Code SOCA/ANSI95 Min Length/LL dell - 999 Weight: 14 Ib LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 1-9-14 on center purlin spacing, except end BOT CHORD 2 X 4 SPF No.2 verticals_ WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1-5.6 on canter bracing. REACTIONS(Ib/size) 2=38810-5-8, 4=108/0-1-12 Max Herz 2.225(load case 4) Max Llplift2=460(load case 4),4=•31(load case 31 FORCES (lb) TOP CHORD 1-2=72, 2-3=O,3-4=-90 BOT CHORD 2-4=0 a PAUL 7 LaB�1RRaPd NOTES STRUCTIJRAL 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, 4 4N'342M using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 rri from hurricane oceanlins.on an occupancy category I, condition I enclosed building,of dimensions 45 ft by 36 ft with exposure C ASCE 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) All plates are M20 plates unless otherwise indicated. 3)This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 4) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1.1995 angle to grain formula. Buldingde'i designer should verify capacity of bearing surface. VAM HA 5) Provide mechanioal connection (by others) of truss to bearing plate at joint(s)4. f'f 6) Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 160 Ib uplift at �� PAUL f joint 2 rind 61 Ib uplift at joint 4. h W en 7)This truss has been designed with ANSI/TPI 1-1995 criteria. U BAMQN LOAD CASSIS) Standard e a 915 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 025 Job Truss Truss Type Qty Ply Macleod Bras./Stoneham Savings Y355551 MACLEOD MV-1 VALLEY 1 l G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0.32 s Aug 29 1997 M)Tek Industries,Inc. Wed Sep 17 13:40:27 1997 Peas 1 140-0 14-" 4x511 6 1x411 . 5 3x4�i 1x411 B.00 F12 ix4 I Y i 4 a 10 B 7 1x4 I1 1x411 1x411 3x4= 14.04 14-M LOADING(psf) SPACING 2.0.0 CSI DEFL llnl (loo) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 1.00 Vert(LL) n/a n/a M20 197/190 TCDL 10.0 Lumbar Incrnasn 1.15 BC 0.97 Verini n/a - nla RCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TLI 0,00 n/a SCOL 10.0 Code SOCA/ANS195 (Mauixl Min Length/LL deft = 999 Weight:59 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 5-7-6 an center purlin spacing, except end BUT CHORD 2 X 4 SPF Stud verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 2-6-10 on center bracing. OTHERS 2 X 4 SPF Stud WEBS 1 Row at midpt 6-7 REACTIONS(Ib/size) 1=10311"-0, 7=132114-0-0, 9=501/14-0-0, 10=434/14-0-0,8=438/14-0.0 Max Harz 1=521(load case 31,7=-220(load case 21 Max Upliftl=-77(load case 2),7=-142(load case 3),9=-183(load case 31, 10=-156(lood case 3),8=-148(load case 31 Max Grav 1=31 o(load case 3),7-159(load case 2), 9=501(load case 11, 10=434(load case 1),8=438(load cast 1) FORCES(lb) TOP CHORD 1-2=87, 2-3=113, 3-4=-119,4-5=103,5-6=-101, 6-7=-109 BOT CHORD 1-10=0, 9-10=0,8-51=0,7-8-0 WEBS 3-9 T-418,2.10=454,5-a=-397 NOTES 1)All plates are M20 Plates unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Gable studs spaced at 4-0-0 on center- a) For studs exposed to wind, see MiTek'Standard Gable End Detail" 5) Provide mechanical Connection(by others)of truss to bearing plate capable of withstanding 77 Ib uplift at joint 1, 142 Ib uplift at joint 7, 183 Ib uplift at joint 9, 158 Ib uplift at joint 10 and 148 Ib uplift atjoint 8. 11ioQ+ -9 6)This truss has been designed with ANSI(TPI 1-1995 oriteria. �' .'4O r LOAD CASES) Standard jai 6F � ���t' PAUL •y3� o W.PAUL W, = LE BARRON � LaBAAROF� �` a $ STRUCTURAL �Op h e . to 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN -+44 G V MOORE Z026 e Jab Truss Truss Type Qty Ply Macleod Gros./Stoneham Savings Y355952 MACLEOD MV-2 VALLEY 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:40:32 1997 Page 1 I 12-U i 12-M 3x511 5 1xd l) 4 a.ao F12- 10 11 121,411 1x411 3xA0 4 1 0 0 1.411 U4 1 x411 3x511 12-0-0 , 12-0-0 LOADING (psfl SPACING 2-0.0 CSI DEFL lin) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.73 Vert(LL) n/a - n/a M20 197/190 TCDL 10.0 Lumber increase 1.15 BC 0.72 Vart(TLI n/a - n/a BCLL 0.0 Rep Stress Iner YES WS 0.31 Horz(TU 0.00 n/a BCDL 10.0 Code SOCA/ANSI95 IMatrix) Min Length/LL daft = 999 Weight:5o Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6.0.0 on center purlin spacing, except and SOT CHORD 2 X 4 SPF Stud verticals. WFSS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1-8-1 O an center bracing. OTHERS 2 X 4 SPF Stud WEBS 1 Row at midpt 5-6 REACTIONS (Ib/sizal 1=17/12-0-0,6=50/12.0-0,B=513/12-0-0,9=393/12.0.0, 7=396/12-0-0 Max Hors 1=444(load casc 31,6=•l87(load case 2) Max Upliftl=-68(load case 2). 6=•102(load case 3), 8=-187(lood case 31, 9=-141(load case 31, 7=-131(load case 31 Max Grov 1=2891load case 3), 8=136(foad case 21,9=513(load case 11, 9=393(load case 1), 7=396(lead easel) FORCES(Ib) TOP CHORD 1•Z=81, 2-3=118,9-4=103, 4.5= 80, 5-6= 2 BOTCHORD 1-9=0, a-9=0, 7-8=0, 6-7d0 WEBS 3-8.-427, 2.9=-334,4-7=-329 NOTES 1)All plates are M20 plates unless otherwise indicated. 21 Gable requires continuous bottom chard bearing. 3)Gable studs spaced at 4-0-0 on center. 4) For studs exposed to wind, see MiTek"Standard Gable End Detail" 5) Provide mechanical connection(by others] of truss to bearing plate capable of withstanding 68 Ib uplift at joint 1, 102 Ib uplift at joint 6, 187 Ib uplift at joint 8, 141 Ib uplift at joint 9 and 131 Ib uplift at joint 7. �soisiy'ke 61 This truss has been designed with ANSI/TPI 1-1995 criteria. stw 8 a„ LOAD CA5E(51 Standard �R e ��' PAUL PAUL W. LE BAR - ��N UBARROH s STRUCTURAL ., 9155 r lea 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 0 027 r, •Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355953 a MACLEOD MV-3 VALLEY 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4,0-32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:40:36 1997 Page 1 to.o.o Ira I I a 8.00 /2 1X411 4 1 Ini IN4 0 1A 11 1x411 W11 1040 LOADING(psfl SPACING 2-0-0 CSI DEFL (in) (loci I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.83 Vert(LU n/a n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 BC 0.53 Vert(TL) n/a n/a SCLL 0.0 Rep Stress Incr YES WB 0123 HarzlTL) 0.00 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix! Min Length/LL deft Q 999 Weight; 41 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 8-0-0 on center purlin spacing, except and BOT CHORD 2 X 4 SPF Stud verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 0.10-4 on center bracing. OTHERS 2 X 4 SPF Stud REACTIONS(lb/size) 1.217/10.0.0,5=-43!10-0-0, 7=613/1x0-0, 6.342/10-0-0 Max Harz 1=36411cad case 3), 5=•I55(load case 2) Max Upliftl=-48(load case 2),5=-74(lood case 3), 7=•2241lood case 3), 6=-92(1oad case 3) Max Grav 5-127(lood case 2), 7=613(load case 1), 8=34211cad case 1) FORCES(Ib) TOP CHORD 1-2=139,2-3=-127, 3-4=-74,4.5=46 BOTCHORD 1-7=0, 6-7=0, 5-8=O WEBS 2.7=-479,3-6=-303 NOTES 1)All plates are M20 plates unless otherwise indicated. 21 Gable requires continuous bottom chord bearing. 31 Gable studs spaced at 4-0-0 on canter. 41 For studs exposed to wind,see MITek"Standard Gable End Detail" 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 Ib uplift at joint 1,74 Ib uplift at joint 5,224 Ib uplift at joint 7 and 92 Ib uplift at joint 6. gs1CODs 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASEIS) Standard -�y �a- PAUL o� PAUL W. LE BARRON x Le13AR ON STRUMM No.?ai208 0 -4 915 c S Av��iS7,p@► �� , W, OOrIA_ r o��uaoaN oai19i97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN aa4 G V MOORE 2028 � Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355954 MACLFOD MV-4 VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432• 4.0-32 a Aug 29 1 S97 MTek Industries,Inc. Wed Sep 17 13:40:40 1997 Page 1 s ao a-o-0 1,5�r•4 II 11.00 12 1x411 8t4�i 4 0 C 1x411 1.5x411 ego LOADING Ip--f) SPACING 2-0-0 CSI DER (in) (loci I/dafl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.74 Vert(LL) n/a n/a M20 1971190 TCDL 10.0 Lumber Increase 1.15 BC 0,14 Vert(TL) n/a nla BCLL 0.0 Rep Stress Iner YES WB 0.13 Horz(TL) 0,00 n/a BCDL 10.0 Code BOCA/ANSISS (Matrix) Min Longth/LL defl = 999 Weight:27 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 6.0-0 on canter purlin spacing, except and BOT CHORD 2 X 4 SPF Stud verticals, WEBS 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 3.6.10 on center braoinp. OTHERS 2 X d SPF Stud REACTIONS(Ib/size) 1-15518-0-0,4=179/9-0-0,5=555/8-0-0 Max Harz l=289(1oad case 3).As-1201load case 21 Max Upliftl=-40(load case 2),4--113(load case 31,5 n-200(lood case 3) FDhCES(lb) TOP CHORD 1.2=125, 2-3=61,3-4448 BOT CHORD 1-5=0, 4.5=0 WEBS 2-5--463 NOTES 1)All plates are M20 plates unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 4-0.0 on center- 4) For studs exposed to wind,see Mi rok"Standard Gable End Detail" 51 Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 40 Ib uplift at joint 1, 113 Ib uplift at joint 4 and 200 Ib uplift at joint S. �4e1u1��1�; 61 This truss has been designed with ANS11TPl 1-1995 critcria. J w ;7 LOAD GASES) Standard .rt�r�^• �4PAUi. y�, o PAUL W. s LE RAR4�OP1 LOOMON trd $ STRUCTt]RAL P 913-5 s''��NA �� 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 10 029 Job • Truss Truss Type sty Ply Macleod Bros.!Stoneham Savings Y355955 MACLEOD MV-5 VALLEY 1 1 G.V.MOORE LUMBER CO.,AYER,MA 01432 4.0.32 s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:40:45 1997 Page 1 6.0-0 e-0-0 1.5YA II 3 11.00 ,2 acaG 4 R e 1xA 11 1.5%411 6-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) Iloe) I/deft PLATES GRIP TCLL 40.0 Plates Incroasa 1.15 TC 0.41 Vart(LU n/a - n/a M20 197/190 TCDL 10.0 Lumber Increase 1.15 SC 0.07 Vert(TLI n/a n/a BCLL 0.0 Rep Stress Incr YES wB 0.08 Horz(TL) 0.00 nla 8CDL 10.0 Code BOLA/ANSI95 (Matrix) Min Length/LL deft = 999 Weight: 20 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF stud TOP CHORD Sheathed. BOT CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 2-6-10 on center bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud REACTIONS Pb/size) 1=11C)/6-0-0, 4=133/6-0-0,5=40916-0-0 Max Hort 1=21111cad case 31,4--88(load case 2) Max Upliftl=-29(load case 21, 4=-84(losd case 3),5=-14611oad case 31 FORCES(Ib) TOP CHORD 1-2=91,2-3=46. 3-4=-1111 BOTCHORD 1-5=0,4-5=0 WEBS 2-5:s-3-38 NOTES 1) All plates are M20 plates uhless otherwise indicated. 21 Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 4-0-0 on center. 4) For studs exposed to wind,see MiTek"Standard Gable End Detail" 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 29 Ib uplift at joint 1, 84 lb uplift at joint s and 146 lb uplift at joint 5. �gasOrppa�� 6)This truss has been designed with ANSI/TPI 1-1995 criteria. - SEW A+4- LOAD CASE(3) Standard PAUL3" W. Le6ARRC� LE BARRON a STRUCTUPAL a * I tdo 3129 `'/ z '° 9155 lb ss i = r dv06'.9�1A"� 09/19/97 08:42 FAX 330 629 8241 MITEK YOUNGSTOWN 444 G V MOORE 16030 e Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355958 MACLEOD MV-6 VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER,MA 01432 4.0-32s Aug 29 1997 MiTek Industries,Inc. Wed Sep 17 13:40:49 1997 Page 1 4-" 4Qd 1.514 11 8.00 FIT 1x411 4D 1 c d 1x411 1.5X411 4-aO 4-0.0 LOADING(psfl SPACING 2-0-0 C51 DEFL (in] (loo) Ildefl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.17 Vert(LL) n/a nin M20 197/190 TCDL 10.0 Lumber Increese 1.15 BC 0.03 Vert(TL) n/a n/a BCLL 0.0 Rep Stress Iner YES WB 0.05 Harz(TL) 0.00 nla BCDL 10.0 Code SOCA/ANSI95 (Matrix) Min Length/LL deft = 999 weight: 13 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed. 130T CHORD 2 X 4 SPF Stud BOT CHORD Rigid ceiling directly applied or 1-6-10 on center bracing. WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud REACTIONS((b/size) 1=6514-0-0, 4=8814-0-0,5=25614-0-0 Max Harz 1=133(load case 31, 4=55(load case 21 Max Upliftl--19(load case 2), 4=-54(load caee 3), 5=-92(load case 31 Max Grav l=66(lood cage 3), 4=88(load case 1),5=256(load case 1) FORCES(lb) TOP CHORD 1-2=50, 2-3=30,3-4=-73 BOT CHORD 1-5=0, 4-5=0 WEBS 2-5=-213 NOTES 1)All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chard bearfng. 3) Gable studs spaced at 4-0.0 on center. 4) For studs exposed to wind,sen MiTek"Standard Gable End Detail" 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 Ib uplift at joint 1,54 Ib uplift at joint 4 and 92 lb uplift at joint 5, elol►et 6)This truss has been designed with ANSIMI 1-1995 criteria. E fir'14 LOAD CASE(S) Standard ,�t►l Oi✓ t� PA ? = W �o PAUL W� Li RAMON STRUMFL4L :*.0 9155 N(L am ENS i .eQa llxds 09/19/97 08:42 FAX 330 629 8241 MITER YOUNGSTOWN 444 G V MOORE 10 031 • Job Truss Truss Type Qty Ply Macleod Bros./Stoneham Savings Y355957 � MACLEOD MV-7 VALLEY 1 1 G.V. MOORE LUMBER CO.,AYER, MA 01432 4,0.32 s Aug 29 1997 MiTck Industries,Inc_I L- Wad Sep 17 13:40:53 1997 Page 1 2�0 2-0-0 1,5,c4 I I &00 12 2xA G 1 Y g 1.5x111 2-0-0 2-&0 LOADING Ipsf) SPACING 2-0-0 CSI DEFT (in) floc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1,15 TC 0.10 Vert(LL) n/a - n/a M20 197/790 TCDL 10.0 Lumber Increase 1.15 Sc 0,02 Vert(TL) n/a n/a SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) (3.00 n/a BCDL 10.0 Code BOCAIANSI95 IMatrix) Min Length/LL dell 999 Weight: 5 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF Stud TOP CHORD Sheathed or 1-84 on center purlin spacing, except end BOT CHOR13 2 X 4 SPF Stud verticals. WEBS 2 X 4 SPF Stud BOT CHORD Rigid tailing directly appliod or 1-a-14 an center bracing. REACTIONS (Ib/size) 1=B4/2-0.0, 3=84/2-0.0 Max Herz 1=55(load case 3). 3=•23(load case 2) Max Upllftl=-5(load case 21, 3=-401load caro 31 FORCES(lb) TOP CHORD 1-2=31,2-3=.70 BOT CHORD 1-3=0 NOTES 1) All plates are M20 plates unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Gable studs spaced at 4-0.0 on center. 41 for studs exposed to wind,see MiTek"Standard Gable End Detail" 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5 lb uplift at joint 1 and 40 Ib uplift at joint 3. 6)This truss has been designed with ANSI/TP) 1-1995 criteria. 6iBp'yJL LOAD CASES) Standard w ° • �� )rY/h� � PXUL �o PAUL W. e C BARRON A W. ' 9TRUCTUPAL -4 Na. °�J �m 9155 121S 0. ms's►oMAI �r � s+aui�eo�t`' PERMIT NO. APPLICATION WR VERMIS IU bUILU — 14L/K1IY A11LAQVICK, ►.►..��. —M MAP "0.� du OT NO. q 2 RECORD OF OWNERSHIP —(DATE � (BOOK iPAGE d / SUB DIV. LOT NO. Ate I 1 T;7AT ION PURPOf[ OF BUILDING N` =-7u0iL. �l0Q hi /R'f NAME NO. OF STORIESSIZE R'S ADDRESS AM BASEMENT OR SLAB AR ITECT'S NAME SIZE OF FLOOR TIMOERS IST 2ND !RD UILDER'i NAME SPAN i iO A/ — DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS ._--- -- DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES - SIDES REAR GIRDERS 1 AREA OF LOT FRONTAGE HEIGHT OF FOUNDATION THICKNESS 16 BUILDING NEW SIZE OF FOOTING x IS BUILDING ADDITION MATERIAL OF CHIMNEY i It BUILDING ALTERATIO T>C &� If BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER i i BOARD OF APPEALS ACTION. IF ANY If BUILDING CONNECTED TO TOWN SEWER .1 If BUILDING CONNECTED TO NATURAL GAG LINE L 3 PROPERTY INFORMATION INSTRUCTIONS • • T 9 ftw � LAND COST A' SEE BOTH SIDES T. BLDG. COST - O W EST. BLDG. COST MR SO. /T. PAGE I FILL OUT SECTIONS 1 EST. BLDG. COST PER ROOM � �t PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. EitCTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR /0^ FILED •U ILaI NO 1 MSPiCT0/1 SIGNATURE OF OWNER OR AUTHO D AGENT Owners Tel # S n E E f �Sla od Cont rac, Tele 6'/7- 8'7/-1003 }KRMIT SRA mD Contra. Lic Se go 91 _ t . HIC # a r Town of North Andover Ot NORT►� OFFICE OF3? ,.t ti00L COMMUNITY DEVELOPMENT AND SERVICES p • 146 Main Street North Andover,Massachusetts 01845 �,'•��,,,,.o �y WILLIAM J.SCOTT CHus�t Director In accordance with the provisions of MGL c 40 S 54, a condition of Building Permit Number 3 1 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: DG ANS (Location of Facility) v Signature of Permi pplicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. r BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9533 .KI. e tAORT o o - Andover No. 481 _ z over, Mass., Mr Z.`. 1997 �O'9 COC NICMEWICK LAI, 7 ATE'D )k 4f BOARD OF HEALTH PERMITod/Kitchen Se is System • UILDING INSPECTO THIS CERTIFIES THAT...S'bI�E' y� Si -S T3.�!f-N /Nda.�.Ca?� t. �, 'Nc.. . Found ion has permission on ....6 v.....( td, �'js,,/N .....pfz ...... Rough 'Oi4.N1...NQ.!V.". `y' ���.aR ..r�ru ''TL�O!C..... • t0 �1!�!��.1 t 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. • PLUMBGIN ECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRIC SPECTOR Rough o�+.........................-�i� .................... Service ....... . ................ ........ BUILDING INSPECTOR Final INSPEC Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final FIRE DEPARTMENT ebam• •�, 0�S S �s /2// Ste' /Buer No. Det. MacLEOD BROS. INC. September 29, 1997 Mr. Robert Nicetta Building Commissioner Town of North Andover North Andover, MA 01845 Dear Mr. Robert Nicetta: Would you kindly change the construction supervisor on the permit application for Stoneham Savings Bank- 600 Chickering Road from Douglas MacLeod License # 015895 to Joseph Wilson License # 059238. Thank-you for your assistance on this project hopefully this hasn't caused any great inconvenience. Regards, Dougl acLeod UU 1 6 1997 GENERAL CONTRACTORS 63 RESERVOIR PARK DRIVE • ROCKLAND, MA • 02370 • TEL 617.871. 1003 • FAX 617.878.4580 Location f f. r'�/r���� "/r;r,- No. 1 -s Date 0OR711 TOWN OF NORTH ANDOVER 3: _ 0 0. p Certificate of Occupancy $ # !�' Building/Frame Permit Fee $ .s 'ssSFoundation Permit Fee $ Other Permit Fee ;2. �� I $ =' Sewer Connection Fee $ Water Connection Fee $ ATOTAL $ {: �U "o. Andover Building Inspector MY Div. Public Works ' F NORTH '9A- O ow ED / 6 'YO T 0 W N O F * " x_ N 0 R T H A N D O V E R T o LAKE -- ' T �'Q-- COCMICMEWICK DATE:Auer. 14 I S9/ .9 ADRATE D p,?P�41 NORTH ANDOVER MASS . SsgCHVSE . PERMIT # 2Z 'S S IGN • 'PERMIT THIS CERTIFIES THAT.MAP.3!:k�f�� � - IN r - - - ����. N"-�. . . . . . . . • ' . . - - - has permission to erect �¢ .XB�.S!OP-W . . oni�P.L provided that the person accepting this permit shall in every respect conform to the terms of 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 or Sign Regulations , Section #6 , Voids this Permit . : .. - Building Inspector ' r �l A SIGN PERMIT APPLICATION NORTH ANDOVER BUILDING DEPARTMENT Division of Planning & Community Development Date Filed: r � e. cC,© 1 0_41 CK�� 6- �� D ' 1. Site Address � � n f. 2 . Owner I r►ATJ(DA-0Q RE - LT TR . 3. ApplicantEL ���1� Cii�• c ,Q rr�� � 3Kta ��6p5 4. Number of Signs o� Size of Sign(s) gx3Z i"'s 30, 33I� S . Site of Proposed Signs) 6 . Materials : C_Lo"y-� --t- 7 . 7 . How attached: (a) Against the wall ( c� . (b) Roof (c) Ground ( ) (d) Other ( ) 8 . Illumination : (a) Not illuminated ( ) (b) Internally illuminated (+�� (c) Illuminated from separate service ( ) 9 . Proposed Colors : Background Lettering Border. 10. Will sign overhang any public road or walkway : Yes ( ) No 11 . If Yes , Name of Agency who will provide liability insurance : 12 . Attachments : ( ) *Photographs of building ( ) Material sample ( ) Color samples ( ) Site or Plot Plan (Required for all free-standing signs) ( *Drawings of proposed sign ( ) Other, specify 13 . Is Board of Appeals decision required? Yes ( ) No /4L Si nature o /Applicant a8 1988 LocationNo. - f Date MART" TOWN OF NORTH ANDOVER O?O•,t``e 0 Certificate of Occupancy $ 41 4K RZ150A&�oIke x Building/Frame Permit Fee $ - AcMas ch 'Foundation Permit Fee $ Other Permit Fee $ r '-Sewer Connection Fee $ Water Connection Fee $ TOTAL Building Inspector Div. Public Works NORTH '9 ED 6 16 0 T 0 W N O F _ N 0 R T H A N D O V E R y c� -FYI, m T O _ LAKE COCHIC MEWICK DATE: //- g — �,� A°RArED NORTH ANDOVER, MASS . T� SSAC HUSH PERMIT #2�`S " s S I G N P E R M I T THIS CERTIFIES THAT. . . ...` . . :✓��. . .y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . has permission to erect .W.44 4. . �A4_A . . . . . . . . . . . . . . .on provided that the person accepting this permit shall in every respect conform to the terms of 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 or Sign Regulations , Section #6 , Voids this Permit . . . . . . . . . . . . � t. . . . . . � . . . . . . . . . . . . . . Building Inspector i f SIGN PERMIT APPLICATION NORTH ANDOVER BUILDING DEPARTMENT Division of Planning & Community Development Date Filed: 1. Site Address 2 . Owner /`1M1V61M)J /?&19G,-rV 3 . Applicant �LecT' 4 . Number of Signs / Size of Sign(s )__A,0"Al ` 5 . Site of Proposed Sign s ) ✓� Yy 6 . Materials : (, Z46"U Sf 7 . How attached: (a) Against the wall ( � (b) Roof ( ) (c) Ground (d) Other ( ) 8 . Illumination: (a) Not illuminated ( ) (b) Internally illuminated (c) Illuminated from separate service ( ) 9 . Proposed Colors : Background . Lettering ' Border 10 . Will sign overhang any public road or walkway: Yes ( ) No (r� 11 . If Yes , Name of Agency who will provide liability insurance : 12 . Attachments : ( ) *Photographs of building ( ) Material sample ( ) Color samples ( ) Site or Plot Plan (Required for all free-standing signs) ( ) *Drawings of proposed sign ( ) Other, specify . 13 . Is Board of Appeals decision required. Yes ( ) No ( ) Si nat re of Applicant NOV 6 1992 1988 LOCATION # 174 Fleet Bank f f G 152 NYCE GRADE ', COMMENTS: N-520 X 61" S.F. ILLUM NETWORK SIGN TO BE MOUNTED TO EXISTING 4' X 8' WALL SIGN 5 1 Yb,i ACME WILEY CORPORATION SIGNS AND SYSTEMS Location No. Date NORTH TOWN OF NORTH ANDOVER „ Certificate of Occupancy $ ` Building/Frame Permit Fee $ •,"off >•'a a� �s 1; hi pn Permit Fee $ Other Permit Fee ~ $ shier Connection Fee $ �M �'.,- ®t'C" ►�N ted, nection Fee $ TOTAL $ Building Inspector Div. Public Works PE TIT C7 APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. AGE 1 MAP 4-40. ��I LOT NO. RECORD OF OWNERSHIP DATE BOOK 'PAGE ZONE 2l I SUB DIV. LOT NO. FI U LOCATION PURPOSE OF BUILDING ` OWNER'S NAME NO. OF STORIES Mfs IZE� GA _ �i - OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME (-1,/�(tr)LLJ1 �fflor,4 /� �r SIZE OF FLOOR TIMBERS IST 2ND 3RD _ � BUILDER'S NAME n SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES-SIDES REAR GIRDERS AREA OF LOT A41 8q'-' :5,f' FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW SIZE OF FOOTING X IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST 4 s o 0 b0 PAGE I FILL OUT SECTIONS I - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS 1 PLANS MUST BE FILLED ANDAPPROVEDBY BUILDING INSPECTOR DATE FILE BOARD OF HEALTH SIG&ATURE OF OWNER OR AUTHORIZED AGENT ED OWNER TEL. PLANNING BOARD PERMIT GRANTED CONTR.TEL. : -�9 19 Ir7i CONTR.LIC.# BOARD OF SELECTMEN BUILDING INSPECTOR / , r �qb I . BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY _ S-ORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS I RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B 1 2 13 CONCRETE BL K. PINE BRICK OR STONE HARDW D PIERS PLASTER _ DRY WALL UNFIN. 3 BASEMENT 11 AREA FULL 11 FIN. B'M'T' AREA _ '/, '/2 V, FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS II 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH _ ASPHALT SIDING HARDVJ'D _ ASBESTOS SIDING _ COMMON VERT. SIDING ASPH.TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 FIX.) _ GAMBRELMANSARD TOILET RM. (2 FIX.) FLAT I SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. &COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B-'WTI2nd _ ELECTRIC 1st 3rd NO HEATING t FMo- L SEWER/ FI AL PLANNING —FINAL own of �< �� ndover No. 1 o L)RoVEWAY ENTRY PERM9T �Y E " c er, Mass., /fir - 19j!t BOARD OF HEALTH PERMIT , T LD THIS CERTIFIES THAT ... . ....... e BUILDING INSPECTOR has permission to erect .•• •• Rough son .....&A;;� Chimney 40 to be occupied as.SlW*.. .. ..ll� /,.. ��.�. � •> Final provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUC Rough ARTS Service ftmzz Final BUILDING INSPECTOR GAS INSPECTOR Occupancv Permit Required. to Occupy Building Rough Final Di play in a Conspicuous Place on the Premises dh#8 FIRE DEPT. Do Not Remove Burner No Lathing to Be Done Until Inspected and Approved by Smoke Det. offd-r/p4 Building Inspector 1 .8m GROUND MOUNT TV I ft Al A 4 a . t ! S,A•4h FEATURES: • ADAPTABLE, CAN BE USED FOR ANY WINDSPEED ZONE • ONE PIECE POLE PROVIDES EASY INSTALLATION • STRUCTURAL STEEL POLE • POLE IS HOT-DIPPED GALVANIZED TO PROVIDE CORROSION PROTECTION • DATA VSAT OPERATIONAL AT 50 mph WINDSPEED • EASILY SERVICED — ATT Tridom 1 ,o, TECHNICAL SPECIFICATIONS CONCRETE SHALL BE 2500 psi COMPRESSIVE STRENGTH AT 28 DAYS PIPE SHALL CONFORM TO ASTM A53, GRADE B ' HOT-ROLLED ROD SHALL CONFORM TO ASTM A36 ASSEMBLY SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM A123 PIER BOTTOM SHALL EXTEND TO THE MINIMUM DEPTH SHOWN OR TO LOCAL FROST LINE 4" 0 SCH 40 PIPE • 5'-0" 1/2" 0 ROD 4" GROUND LEVEL .,rrrrr,�r,�r,�r\rr, 4 "q rrrr/err,/r,�r,�rrr\�rrr�/:. �ir�ir>>r\i�\ir\ir\ir r�ir�ir\rr�rr�/r\/��i D ' CONCRETE BRICK SUPPORT PROVIDE AS NEEDED v v 3" MIN 2,-0" DIAM. ELEVATION IT gT Oacagnter k Yp ' I 8 0" SPECIFICATIONS Posts - 5"x5" pressure treated .40 CCA mortised for 2"x4" rails. Backing Rails -2"x4" pressure treated .40 CCA. Boards - 1"x4" Northern white cedar -shiplap. Capstrip - 1"x5" pressure treated .40 CCA. Bottom Kick Board-1"x4" Northern white cedar. Top Facia Board-1"x6" cedar with .colonial scallop. Post cap-5"x5" cedar fastened to post with galv finish nails. Nails-Boards hand nailed to backing rails with gt HIGH COLONIAL TRADITIONAL aluminum ring type nails. Footings - Posts shall extend 40" below grade and be tamped in undisturbed soil. SCAU NONE APPROVED BY: DRAWN BY JKS RE VLSED D^TF-_ 4-2-92 PROPOSED PRIVACY SCREENING D.R.L. &Associates 2 West Street -Suite G Weymouth, Massachusetts 02190 DRAWING"""'BER EXPERT FENCE CORP. SKF-01 CERTIFICATE OF USE & OCCUPANCY, , J - _ - hrTO� o � � r • � 4 - 'kms-. - �� ! ... �- _ 3 ':.p, J d. ��:k��' q..,� ��d �` ' 'bate 2, � FebrY19,.-197 Building ermitNutu6 r ��„+�t • r .. � �s ' ol ' -THIS,CERTIFIES THATylj �! THE BUILDING LOCATE ,�ON K601 AChickering'86ad_ ` �' `{ t :, t �♦' . '+ . d ffices a Bank an 0 MAY rBE OCCUPIED AS',' - D NCE _ IN ACCOR A z r WITH. THEPROVISIONS, OF,.THE BUILDING.BY-LAW AND SUCH OTHER REGULATIONS AS.` - MAY APPLY: r7 �NoRry.'� � r R IF CA S O .Bay State National`Bank • CL T I TE 1 SUED T *;�+�„ a;� : � �s ,max ADDRESS=1 601 Chickering Road, Noih Andover IL lass sr # R Y x_ .'�` ., I_��•••. ..`� L k..'�� �.� r _y r� �r� t�' L-� -�., ' 1 ����+.'° �y`•s �y�,s� YJ�"+', �� F 7��� ' „7•r..�: ' <� t a= n',� r ` �/"r'a�.�s'�.•r �T' ��'yGu+" �Y' ,f'-_, CHV Buildinglrispeetor y t •�� f. ,t .fY °�.. 7,;-���" � .'Ra . . '�;' �•�i 1- '� i�.. ~�. ..r_ ._.- �� _ :_.. ��:�_ .. ~ tR,4„... r..-:c� aa.`f., '�•i.',`.r. s. _«.__, � tfRl1IT NO. m APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE 1 1 MAP NO. LOT NO. 12 RECORD OF OWNERSHIP iDATE BOOK PAGE oon ZONE SUB DIV. LOT NO ��J�, i� LOCATION PURPOSE OF BUILDING - �D OWNER'S NAME 2 . _ A NO. OF STORIES SIZE ! OWNER'S ADDRESS (�/Y`G~•I BASEMENT OR SLAB /� J ARCHITECT'S NAME n SIZE OF FLOOR TIMBERS IST D RD BUILDER'S NAMESPAN ig r �� [I/kl/-�y��vn� /f�...� � � _.__._ S..P. .Qe D _ DISTANCE TO NEAREST BUILDING r1 •'f //39' jaw� DIMENSIONS OF SILLS `- DISTANCE FROM STREET Y " POSTS �� 4 DISTANCE FROM LOT LINES-SIDES REAR 6I\ " GIRDERS !1 / t AREA OF LOT d(✓tom ` FRONTAGE 3�jo` HEIGHT OF FOUNDATION Swann.,n., IS BUILDING NEW Yee SCJ SIZE OF FOOTING // x y IS BUILDING ADDITION / MATERIAL OF CHIMNEY 7 IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND S /1 WILL BUILDING CONFORM TO REQUIREMENTS OF CODE �nC' - IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY Y-^C IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST Ap SEE BOTH SIDES EST. BLDG. COST K V � PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS I - 12 SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE F LED j,llfl BOARD OF HEALTH SIGNATU O R OR AUTHORIZED AGENT F E E !J•Q`O PLANNING BOARD PERMIT GRANTED N 19 BOARD OF SELECTMEN L BUILDING INSPECTOR e BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY I SrORIEs I THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE _ _ 3 1 2 13 CONCRETE BL'K. PINE BRICK OR STONE HARDW'D PIERS PLASTER DRY WALL UNFIN. 3 BASEMENT AREA FULL FIN. B'M'T' AREA _ '/ 72 �/� FIN. ATTIC AREA _ NO B'M'T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH ASPHALT SIDING HARDWID ASBESTOS SIDING _ COMIv1CN VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. _ STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I I POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH 13 — GAMMANSARD TOILET RM.M. (1 GAMBREL] FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING II 11 HEATING WOOD JOIST PIPELESS F ACS E _ FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITI ING RADIANT H'T' UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd I NO HEATING v 1' TOWN OF NORTH ANDOVER. MASSACHUSETTS OFFICE OF - BUILDING INSPECTOR r*o4.NOR:yq�* r i�2.'�G�RPORgpt O ♦ o � ► f� AVRIL711 :A • ��• ISSS �oj w , ►�S4CMU9 ,. Date: This is a SPECIAL PERMIT to allow 5.161Z /t/cz:4- nj to build a ray- � .c�i�- d-� c; —�-ei,-sin P��