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23 GLENDALE STREET - BUILDING INSPECTION 0� 3 �L2 �l�a �e Sf6 NO. 7521/3 ESSELTE CL1(� g� CITY OF SALEM MASSACHUSETTS BOARD OF APPEAL �"--' 120 WASHINGTON STREET 1 SALEM,MASSACHusF FTS 019700 0 KIMBERLEY DRISCOLL TELE:978-745-9595 1 FAx:978-740-9846 MAYOR L C July 29, 2015 Decision r;k City of Salem Board of Appeals 3 7D � IV A Petition of FRED J. DION YACHT YARD, INC., seeking a Special Permit per Sec. 3.3.2 Nonconforming Uses and 3.3.3 Nonconforming Structures to alter a nonconforming structure and extend a nonconforming use to allow the reconstruction of an existing storage shed. The applicant also requests Variances per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance from the maximum lot coverage and minimum distance between buildings at the property of 23 GLENDALE STREET (Map 33 Lot 646) (R1 Zoning District) A public hearing on the above Petition was opened on July 15,2015 pursuant to M.G.L Ch. 40A, 4 11. The hearing was dosed on that date with the following Salem Board of Appeals members present: Peter A. Copelas (Vice-Chair),Jimmy Tsitsinos,Mike Duffy, Tom Watkins and James Hacker (alternate). The Petitioner seeks a Special Permit per Sec. 3.3.2 Nonconforming Uses and 3.3.3 Nonconforming Structures to alter a nonconforming structure and extend a nonconforming use to allow the reconstruction of an existing storage shed. The applicant also requests Variances per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance from the maximum lot coverage and minimum distance between buildings. Statements of fact: 1. In the petition date-stamped June 23, 2015, the Petitioner requested a Special Permit per Sec. 3.3.2 Nonconforming Uses and 3.3.3 Nonconforming Structures to alter a nonconforming structure and extend a nonconforming use to allow the reconstruction of an existing storage shed. The petitioner also requests Variances per Sec. 4.1.1 Table of Dimensional Requirements of the Salem Zoning Ordinance from the maximum lot coverage and minimum distance between buildings. 2. Attorney Atkins presents the petition on behalf of the petitioner. 3. The petitioner proposes to construct additional boat storage space by reconstructing an existing storage shed. 4. The proposed storage shed will measure 60'wide, 80'long and 26'high. 5. The use of the entire parcel as a yacht storage and repair yard is nonconforming in the R-1 Zoning District. 6. The requested relief, if granted, would allow the petitioner to alter a nonconforming structure and extend a nonconforming use to allow the reconstruction of an existing storage shed 7. At the public hearing, one (1) member of the public spoke in support and none (0) spoke in opposition to the petition. City of Salem Board of Appeals July 29,2015 Project:23 Glendale Street Page 2 of 3 The Salem Board of Appeals, after careful consideration of the evidence presented at the public hearing, and after thorough review of the petition, including the application narrative and plans, makes the following findings: Findings for Special Permit: I. The proposed project will serve the social, economic and community needs. 2. There are no traffic flow and safety impacts including parking and loading. 3. Utilities and public services are adequate. 4. There are no significant impacts on the natural environment,including drainage. 5. The proposal fits with the neighborhood character. 6. The potential fiscal impact,including the impact on the City tax base and employment is positive. Findings for Variance: 1) Special conditions and circumstances that especially affect the land,building or structure involved, generally not affecting other lands, buildings, and structures in the same district is that although the deed shows the acreage of the property is 200,000 square feet a significant portion of the property is tidal. If the tidal flats were included in the calculation for maximum lot coverage, the Variance would not have been necessary. 2) Literal enforcement of the provisions of the Ordinance would involve substantial hardship to the applicant in that the expansion is needed support the employment of eighteen (18) employees. 3) Desirable relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the ordinance. On the basis of the above statements of facts and findings, the Salem Board of Appeals voted five (5) in favor (Peter A. Copelas (Vice-Chair), Jimmy Tsitsinos, Mike Duffy, Tom Watkins,James Hacker (alternate)) and none (0) opposed, to approve a Special Pemnit to alter a nonconforming structure and extend a nonconforming use to allow the reconstruction of an existing storage shed and Variances per Sec. 4.1.1 Table of Dimennona!Requirements of the Salem Zoning Ordinance from the maximum lot coverage and minimum distance between buildings requested subject to the following terms, conditions and safeguards: Standard: I. Petitioner shall comply with all city and state statues, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted to and approved by the Building Commissioner. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a building permit prior to beginning any construction. 5. Exterior finished of the new construction shall be in harmony with the existing structure. 6. A Certificate of Inspection is to be obtained. 7. A Certificate of Occupancy is to be obtained. 8. Petitioner is to obtain approval from any City Board or Commission having jurisdiction including, but not limited to the Planning Board. City of Salem Board of Appeals July 29,2015 Project:23 Glendale Street Page 3 of 3 Special Condition 1. Petitioner shall number or label buildings in such away as to assist the Fire Department. t/�Rebecca Curran, Chair � �J Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal fmm thu decision, if any, shall be made pursuant to Section 17 of the Masrachuseitr General Laws Chapter 40A, and shall be filed within 10 days of fik'ng of this dei cion in the office of the City Clerk. Pursuant to the Massachureas General Laws Chapter 40A, Section 11, the Variance or SPeaal Permitgranted berein shall not take effect until a ropy of the decision bearing the certificate of the City Clerk has been filed witb the Essex South Registry ofDeeds. CITY OF SALEM, MASSACHUSETTS ' BOARD OF APPEAL 120 WASHINGTON STREET♦SALEM,MASSACHUSET NAC "3 P 12- 51 K NMERLEY DRISCOLL TELE:978-745-9595 ♦FAX:978-740-9846 MAYOR ftLE CITY CLEr%H, SALEM.MASS. December 3,2014 Decision City of Salem Board of Appeals Petition of FREDERICK J.ATKINS (FRED J. DION YACHT YARD),requesting a Special Permit per Sec.3.3.2 Nonconforming Uses and Sec.3.3.3 Nonconforming Structuresof the Salem Zoning Ordinance,in order to allow reconstruction and expansion of an existing storage building and an addition to a second existing storage building located at 23 GLENDALE STREET (Map 33,Lot 646)(RI District). On November 19th,2014 the Board of Appeals met to discuss the petitioner's request to withdraw the above referenced petition without prejudice. The follow Board of Appeals members were present. Ms. Curran (Chair),Mr. Dionne,Mr. Copelas,Mr.Watkins and Mr.Tsitsinos (Alternate). At the request of the Petitioner, the Board of Appeals voted to allow the Petitioner to withdraw the petition without prejudice. The vote was unanimous with five (5) in favor (Ms. Curran (Chair), Mr. Dionne, Mr. Copelas.Mr. Watkins and Mr. Tsitsinos (Alternate)) and none (0) opposed. BOARD OF APPEALS GRANTED PERMISSION TO WITHDRAW WITHOUT PREJUDICE ON NOVEMBER 19,2014. Rebecca Curran,Chau 1 Board of Appeals j A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK # 1 Appeal from this demim,if any,shall be made.pursuant to Section 17 of the Massachusetts General Laws Chapter 40A, and shall be filed within 20 days of filing of thu deanonin the office of the City Clerk. Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Pemdt granted herein shall not take e�ct anti;a ropy jthe derision bearing the certificate of the City Clerk has been filed with the Essex South Regmig of Deeds l - .\ CITY OF SALEM, MASSACHUSETTS BOARD OF APPEAL 120 WASHINGTON STREET♦SALEM,WSSACHUSET009KC —3 P 0 S KIMBERLEYDRiscoLL TELE:978-745-9595 ♦FAX:978-740-9846 MAYOR l:1LE if CITY CLEfiK SALEM, MASS., December 3, 2014 Decision City of Salem Board of Appeals Petition of FREDERICK J.ATKINS (FRED J. DION YACHT YARD),requesting a Special Permit per Sec.3.3.2 Nonconforming Uses and Sec.3.3.3 Nonconforming Structures of the Salem Zoning Ordinance, in order to allow reconstruction and expansion of an existing storage building and an addition to a second existing storage building located at 23 GLENDALE STREET (Map 33,Lot 646)(Rl District). On November 19th,2014 the Board of Appeals met to discuss the petitioner's request to withdraw the above referenced petition without prejudice. The follow Board of Appeals members were present: Ms. Curran (Chair), Mr.Dionne,Mr. Copelas,Mr. Watkins and Mr. Tsitsinos (Alternate). At the request of the Petitioner, the Board of Appeals voted to allow the Petitioner to withdraw the petition without prejudice. The vote was unanimous with five (5) in favor (Ms. Curran (Chau), Mr. Dionne, Mr. in Copelas. Mr. Watkins and Mr. Tsitsos (Alternate)) and none (0) opposed. BOARD OF APPEALS GRANTED PERMISSION TO WITHDRAW WITHOUT PREJUDICE ON NOVEMBER 19,2014. Rebecca Curran, Chau Board of Appeals A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from thin decision,if any,sball be made pursuant to Sectiox 17 of the Massachusetts General Lams Chapter 40A, and shall be filed within 20 days of f:Gng of ibu derinon in the office of the City Clerk. Pursuant to the Massachusetts General Lams Chapter 40A, Section 11, the Vanance or Ott Special Pem l granted herein shall not take pct until a copy of the decision bearing the ce»4fcate of the City Clerk has been fled with the Essex South Registry of Deeds. O.M.B.NO. 3067-0077 ELEVATION CERTIFICATE Expires May,1, 1996 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this certificate does not provide a waiver of the flood insurance.purchase requirement. This form is used only to provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to determine the proper insurance premium rate,and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this,torm.canbe,found on.the following pages. SECTION A ,PROPERTY:INFORMATION ` FOR INSURANCE COMPANY USE BUILDING OWNER'S NAME - - - POLICY NUMBER FSC de , ck J. (•"J i" Fret *k:-IJ .T�vJfY STREET ADDRESS(Including Apt.,Unit,Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER 42 G [Cndq )P ) +- OTHER DESCRIPTION(Lot and Block Numbers,etc.) CITY f Q / STATE ZIP CODE "Iloo 197 SECTION B FLOOD INSURANCE RATE MAP(FIRM) INFORMATION Provide the following from the proper FIRM (See Instructions): !I.COMMUNITY RUMBER 2.PANEL NUMBER 9.SUFFI% d.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION SotOLG00 S� (� e{ � Q4q Q ! ((in AD Zones,use depm) /l. o 7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations(BFE): R NGVD '29 ❑Other(describe on back) 8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE LIJJJJ.J feet NGVD (or other FIRM datum-see Section B, Item 7) SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, indica (he diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 2(a). FIRM Zones Al-A30, AE, AH, and A(with BFE). Thelop of the.reference level floor from the selected diagram is.at an elevation of I I V hl.Xfeel NG.VD (or,other FIRM datum-see Secliod B, Item 7). - (b)._FIRM.Zones V1-V30r VE; and V (with BFE) The bottom of the.lowest-horizontal structural member of the reference level from the selected diagram, is at an elevation of( JJ J feet NGVD(or other FIRM datum-see.Section B. Item 7). (c). FIRM Zone A(without BFE). The floor used as the referenceleJel from the selected diagram is JJ.J feel above❑ or below❑ (check one) the highest grade adjacent to the building. ry (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L_J.LJ feet above❑ or below❑ (check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor(reference level)elevated in accordance with the community's floodplain management ordinance? ❑ Yes El No El Unknown L7 3. Indicate the elevation datum system used in determining the above reference level elevations: NGVD'29 ❑ Other(describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM [see Section B, Item 7], then convert The elevations to the datum sys!em used on the FIRM and show the conversion equation under Comments on Page 2.J 4. Elevation reference mark used appears on FIRM: EF Yes ❑ No (See Instructions on Page 4) 5.The reference level elevation is based on: actual construction ❑ construction drawings (NOTE: Use o/construction drawings is only valid i/the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 6.The elevation of the lowest grade immediately adjacent to the building is:L L L1JJ.LJ feet NGVD (or other FIRM datum-see Section B. Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not the"lowest floor"as defined in the community's floodplain management ordinance,the elevation of the building's"lowest floor"as defined by the ordinance is: L J.Lf feet NGVD (or other FIRM datum-see Section B, Item 7). 2. Date of the start of construction or substantial improvement o c 1- 96 FEMA Form 81.31,MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION ( sr it SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones At—A30,AE,AH, A (with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A(without a FEMA or community issued BFE), a building official, a property owner, or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use,wall openings, or unfinished area Feature(s),then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the dal e. /understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Secti L. F w k D . � r �a/co CERTIFIER'S NAME M� �L' f- '� 119 Z 8 9 Joy FRANK $� CENSE NUMBER(or Affix See[) ,v D<FAL CO TITLENo,=182 'r L COMPANY NAME D O,BS E NID E,1 .10 all G a R p 4, �d' ADDRESS CITY - ZIP ' 4-- rC a c I/ .T7(. f wa I-toJ (o V 907 SIGNATURE DATE PHONE' -1,78 7 f Copies should be made of this ertificate for: 1) community official,2) Insurance agent/company, and 3)building owner. COMMENTS: ON WITH ON PILES, SLAB BASEMENT PIERS,OR COLUMNS A V A ZONES ZONES ZONES A V ZONES ZONES REFERENCE REFERENCE MSE LEVEI REFERENCE LEVEL FVAT LEvft rI EVFIgN f fir:; MSE CE ". i'. REFERENCE USE R00G .A:ir'';:': FGR DE FLOOD fLEV�TgN REFEREL GLLCENi GRADE {+�; LEVEL EIEV��igN LEVEI GMGE !'ae�1'a1irY{y� _ +<? GMGE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. a Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Paget F X. Titg of #Ultra' massar4usetts t i'o Ilublir Propertg i9epartment Nuilbing 19epartment Cone *stem ($rccn 508.745-9595 €A. 388 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer November 18 , 1997 Frederick J . Atkins 23 Glendale Street Salem, Mass . 01970 RE : 23 Glendale Street Boat Shed Dear Mr . Atkins : Per the request of the Commonwealth of Massachusetts Executive Office of Environmental Affairs , Department of Environmental Affairs , would you please have enclosed form filled out by your surveyor concerning elevations of your new boat storage shed, and return it in the self stamped address envelope to my office . Thank you in advance for your anticipated cooperation in this matter . If you should have any question, please feel free to call . Sincer 1y, Leo E . Tremblay Inspector of Buildigs LET: scm F; JOB SITE COPY CITY OF SALEM BUILDING 11. SALEM, MASSACHUSETTS 01970 PERMIT - DATE JANUARY 13 19 97 PERMIT NO. 36-1957 APPLICANT PRECISE FABRICATING ADDRESS 3 FARM LN - l - (NO.) (STREET) (CONTR'S LICENSE) GEDRGETOWN — @1633 — — CfiY�Y -STATE MA MR TEL.NO. NEW BUILDING BOAT STORAGE BUILDING NUMBEROF 0 PERMITTO (_) STORY DWELLING UNITS (TYPEOFIMPROVEMENT) �,NO._ _ (PROPOSED USE) 00103 GLENDALE . STREET / ZONING AT(LOCATION) --- -- -- • DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) { SUBDIVISION y` MRP 33LQT 06460LocK LOT 4. 75 ACRES BUILDING IS T013E FT.WIDE BY FT.LONG BY FT.IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TOTYPE USEGROUP BASEMENT WALLS OR FOUNDATION ` (TYPE) REMARKS: BUILD NEW BOAT STORAGE BUILDING AS PER PLANS 8. B. O. R. APPROVAL. J. J. J. Call for Permit tooccupy AREA OR 50 000 PERMIT 305. 00 VOLUME ESTIMATED COST + FEE (CUBIC/SQUARE FEET) OWNER ATKINS FREDERICK BUILDING DEPT. ADDRESS 23 GLENDRLE ST SALEM MR BY J. J. J THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PARTTHEREOF,EITHER TEMPORARILY OR PERMANENTLY,ENCROACHMENTS • ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION,STREET OR ALLEY GRADES AS WELL I AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERM IT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL INSPECTIONS APPROVED PLANS MUST BE RETAINED ON JOB AND THIS CARD KEPT WHERE APPLICABLE SEPARATE REQUIRED FOR ALL CONSTRUCTION WORK: POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A PERMITS ARE REQUIRED FOR 1.FOUNDATIONS OR FOOTINGS. ELECTRICAL,PLUMBING AND 2.PRIOR TO COVERING STRUCTURAL CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH BUILDING SHALL MECHANICAL INSTALLATIONS. i MEMBERS(READY TO LATH). NOT BE OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 3.FINAL INSPECTION BEFORE OCCUPANCY. 'POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS .,PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS •`' 9 BOA D OF HEALTH GAS INSPECTION APPROVALS L., FIRE DEPT.INSPECTING APPROVALS OTHER CITY ENGINEER 2 - 2 I I CERTIFICATE OF 0MCCUPANCr Issued:' 5 9'Permit It 3Z, -9 7 WORK 811 1 I o aem UI Ifl a ILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS INSPECTIONS INDICATED ON THIS CARD INSPECTOR HAS APPROVED THE VARIOUS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED CAN BE ARRANGED FOR BY TELEPHONE I STAGES OF CONSTRUCTION, AS NOTED ABOVE. OR WRITTEN NOTIFICATION. Dusmess t-ertutcate �a Citp of Tatem, �Iassaetjusettg �'1' �Ito'y `j�i7,/�j� Q� .✓t�—/yYL—r� v iv- mac' �Nr W DATE FILED New Expiration Date 7��b 1, o o a Type ❑ Renewal, no change Number 96-168 ❑ Renewal with chance In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as1 amended, t``heundersi ned hereby declare(s) that a business is conducted under the title of: Cu�^ �c�\b C\ L�'n q \ QR.r t icy at5-S.-O�1 � type of business by the following named person(s): (Include corporate name and tide if corporate officer) Full Name Residence dwu0\ Sienatures ._•—.—.—._ - �--------------------------------------- ----------------------------------------------------- -------------=--------------------------------------- on 7.: L4 10 19 9�' the above named person(s) personally appeared before me and made ;In oath that the foregoing statement is true. ----------------------e----l--&--'4--C-A-------J-- ----------- -------------------------------------- - C1TY CLERKNotary Public (seal) Date Commission Expires Identification Presented State Tax I.D. # S.S. # (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shallbein effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. Oil c�ittj of �ttlem, �s��clTusetts 'guard of ,'-�uOCT [3 3 28 Fi '35 DECISION ON THE PETITION OF FREDERICK ATKINS REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 23 GLENDALE STREET (R-1) A hearing on this petition was held October 13,1995 with the following Board Members present: Stephen Touchette, Chairman, Gary Barrett, Nina Cohen, Albert Hill, Associate Member Albert LeBrecque. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter LOA. Petitioner is requesting a Special Permit to allow extension of non conforming use and a Special Permit for alterations of an existing nonconforming structure for the property located at 23 Glendale Street. The provision of the Saiem Zoning Ordinance which is applicable to this request for a Special Permit is Section 5-3(j ) , which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rule that a Special Permit request may be eranted uoon a findine tv the Board that the Rrant of the Soecial Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Board of Appeal, after careful consideration of the evidence presented at the hearing and after viewing the plans, makes the following findings of fact: 1. Petitioner seeks a Special Permit to allow extension of a nonconforming wooden boat storage sheds to allow construction on the same site of a new metal boat storage facility within the footprint and elevation of the existing structures. 2. Petitioners seeks a Special Permit to allow extension of a nonconforming use to include storage, warehousing and distribution of marine related hardware products in a 30' x 70' (2,100 s.f. ) section of the new boat storage facility. DECISION OF THE PETITION OF FREDERICK ATKINS REQUESTING A S=ECIAL PERMIT FOR THE PROPERTY LOCATED AT 0_3 GLENDALE STREET R-i1 page two -here was no opposition to the proposed special permit . Peter North, and abutter on the western edge of the property, spoke in support of the petitioner' s request . On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows: 1 . The Special Permit requested can be granted without substantial detriment to the public good or without nullifying and substantially derogating from the intent of the district or the purpose of the ordinance. 2 . The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City's inhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimously, 5-0 to grant the Special Permit requested, subject to the following conditions: 1 . Petitioner shall comply with all City and State statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted. 3. All requirements of the Salem Fire Department relative to smoke and fire safety are to be strictly adhered to. s. A Certificate of Inspection to be obtained. 5. Petitioner shall obtain a Building Permit prior to beginning any construction. SPECIAL PERMIT GRANTED r n October 18, 1995 �iy ( :� � 1 lel, Nina Cohen Member, Board of Appeal. o H -C •r r G- N tX _ � -a .o to N Cd't CISION OE THE -_Tr 17 nn; OF 7REDERICK _-XINS REQDFS-:`.'C SPECIAL PERMIT FOR THE FROPERTY -OCATED AT 23 GLENDALE STREET R-1 ) page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of MGL Chapter 60A and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to MGL Chapter uGA, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision, bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, f such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry or Deeds and indexed under the name of the owner of record or is recorded and noted on the owner' s Certificate of Title. Board of Appeal n O n � N _ T x.� C� � � lTl T> 4M LO G1D i..T� �� nosiness t..'eruttcate Citp of 6atem, Oiazzarbusetts 9B�/Mous�Nr� DATE FILED �— Type: ,UL'� New Expiration Date - 98 ❑ Renewal, no change Number 94-125 ❑ Renewal with chanee In conformity with the provisions of Chapter one hundred and ten, Section five of the Massachusetts General Laws, as amended, the undersigned hereby declare(s) that a business is conducted under the title of: t NOn--F AILS / On--TN EA-3-T- at A`3Tat 2!�-) 04c_t type of business f�A 1L- MAy-tyL by the following named person(s): (Include corporate name and title if corporate officer) _ Full Name OO Residence iG-/N S `r'T ,ey 2 �JUN�c.r H l L C— f�/t £.S . CN4�tc£S9�wN A-1A 02-/2-13 Si natu - - -------- �- on � '� 19��he above named pelsoIt(sj`personally appeared before me and made an oath that the foregoing statement is true. .624144.0 ez6L� CITY CLERK Notary Public (seal) Date Commission Expires Identification Presented State Tax I.D. # S.S. # O3 Y ' 570 , ZG"7 cl (if available) In accordance with the provision of Chapter 337 of the Acts of 1985 and Chapter 110, Section 5, of Mass. General Laws, business certificates shall be in effect for four(4) years from the date of issue and shall be renewed each four years thereafter. A statement under oath must be filed with the town clerk upon discontinuing, retiring, or withdrawing from such business or partnership. Copies of such certificates shall be available at the address at which such business is conducted and shall be furnished on request during regular business hours to any person who has purchased goods or services from such business. Violations are subject to a fine of not more than three hundred dollars ($300.00) for each month during which such violation continues. i ,� HOBBS ENDEAVOUR CORPORATION Consultants in the Engineering Sciences 34 Rockland Street,Swampscott,MA 01907 617.581.2454 28 August 1996 Mr. Fred Atkins Dion's Yacht Yard �_� Salem, MA 01970 E c � Dear Mr. Atkins: This letter records our assessment of your 2 1/2 story boat storage shed. It is the structure thusly described and shown on your plan "Site Detail"prepared by T&M Engineering Associates, E. S. Townsend. We consider this structure to be unsafe and a hazard. That is why we have been working with you to replace it. If you have any questions or require clarification,please contact us. Very truly, HOBBS ENDEAVOUR CORPORATION 2L. DeFalco, P.E., P.L.S., Ph.D. Principal ��.� �------ � ��-� ��y � ' � C itu of �ttlem, Massachusetts j,�" �9 Bnttra of �upeal 4 "" �CT �y 3 2� H 63) i r'r DECISION ON THE PETITION OF FREDERICKATKINS REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 23 GL ENDALE STREET`(R-l) —� A hearing on this petition was held October 18,1995 with the following Board Members present: Stephen Touchette, Chairman, Gary Barrett, Nina Cohen, Albert Hill, Associate Member Albert LeBrecque. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Special Permit to allow extension of non conforming use and a Special Permit for alterations of an existing nonconforming structure for the property located at 23 Glendale Street. The provision of the Salem Zoning Ordinance which is applicable to this request for a Special Permit is Section 5-3(j ) , which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rule that a Special Permit request may be eranted uoon a finding by the Board that the Brant cf the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Board of Appeal, after careful consideration of the evidence presented at the hearing and after viewing the plans, makes the following findings of fact: 1. Petitioner seeks a Special Permit to allow extension of a nonconforming wooden boat storage sheds to allow construction on the same site of a new metal boat storage facility within the footprint and elevation of the existing structures. 2. Petitioners seeks a Special Permit to allow extension of a nonconforming use to include storage, warehousing and distribution of marine related hardware products in a 30' x 70' (2,100 s.f. ) section of the new boat storage facility. DECISION OF THE PETITION OF FREDERICK ATKINS REQUESTING A -s-ECIAL PERMIT FOR THE PROPERTY LCCATED AT 23 GLENDALE STREET (R.-I page two 3 . There was no opposition to the proposed special permit . L. Peter North, and abutter on the western edge of the property, spoke in support of the petitioner' s request . On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows: 1 . The Special Permit requested can be granted without substantial detriment to the public good or without nullifying and substantially derogating from the intent of the district or the purpose of the ordinance. 2 . The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City's inhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimously, 3-0 to grant the Special Permit requested, subject to the followine conditions: 1 . Petitioner shall comply with all City and State statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted. 3 . All requirements of the Salem Fire Department relative to smoke and fire safety are to be strictly adhered to. 4 . A Certificate of Inspection to be obtained. 5. Petitioner shall obtain a Building Permit prior to beginning any construction. SPECIAL PERMIT GRANTED r October 18, 1995 Nina Cohen Member, Board of Appeal IV C7 '= s -a :o to N W1 cEC SI ON ;'._F THE PPTTT !11: OF PpFDERTC ; .._--T43 RrOUPQ7-NG SPECIAL PERMIT FOR THE PROPERTY -OCATED AT 23 GLENDALE STREET (R-1 page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THECITY CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of MGL Chapter 40A and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to MGL Chapter 4OA, Section 11, the Variance or Special Permit granted herein shall not take effect until a copy of the decision, bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry or Deeds and indexed under the name of the owner of record or is recorded and noted on the owner 's Certificate of Title. Board of Appeal 0 n C- N P Ln m,s �� CD ii Zn ti .E (fttu of �5ttlPm, �c'I55uCtT1ISPttB A 350ttrb of Au�te� OcT 21 3 21! fig `35 DECISION ON THE PETITION OF FREDERICK ATKINS REQUESTING A SPECIAL PERMIT FOR THE PROPERTY LOCATED AT 23 GLENDALE STREET (R-1) A hearing on this petition was held October 18,1995 with the following Board Members present: Stephen Touchette, Chairman, Gary Barrett, Nina Cohen, Albert Hill, Associate Member Albert LeBrecque. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner is requesting a Special Permit to allow extension of non conforming use and a Special Permit for alterations of an existing nonconforming structure for the property located at 23 Glendale Street. The provision of the Salem Zoning Ordinance which is applicable to this request for a Special Permit is Section 5-3fj ) , which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Sections 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rule that a Special Permit request may be Uranted upon a findine by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City' s inhabitants. The Board of Appeal, after careful consideration of the evidence presented at the hearing and after viewing the plans, makes the following findings of fact: 1. Petitioner seeks a Special Permit to allow extension of a nonconforming wooden boat storage sheds to allow construction on the same site of a new metal boat storage facility within the footprint and elevation of the existing structures. 2. Petitioners seeks a Special Permit to allow extension of a nonconforming use to include storage, warehousing and distribution of marine related hardware products in a 30' x 70' (2,100 s.f. ) section of the new boat storage facility. r� DECISION OF THE :�ETITION C- FREDERICK ATKINS REOUESTING r ==CIA' PERPiIT FOR THE PROPERTY -'1-CATED AT 23 GLENDALE STREET Page two -here was no opposition to the proposed special permit . Peter North, and abutter on the western edge of the procerty, spoke in support of the petitioner' s request . On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows : 1 . The Special Permit requested can be granted without substantial detriment to the public good or without nullifying and substantially derogating from the intent of the district or the purpose of the ordinance. 2 . The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City' s `.nhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimousiv. 5-O to grant the Special Permit requested. subject to the following conditions: I . Petitioner shall comply with all City and State statutes. ordinances , codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted. 3 . All requirements of the Salem Fire Department relative to smoke and fire safety are to be strictly adhered to. A Certificate of Inspection to be obtained. 5. Petitioner shall obtain a Building Permit prior to beginning any construction. SPECIAL PERMIT GRANTED / 1 October 18, 1995 Nina Cohen Member, Board of Appeal 2 o n H � z w '= s -a :o CO 11 DERMIT FOR THE PRPPHRTY _�CAT_D = 23 GLENDALE S:RE_- R_1 page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK .Appeal from this decision, if any, shall be made pursuant to Section 17 of MGL Chapter LOA and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to MCL Chapter SOA, Section 11 , the Variance or Special Permit granted herein shall not take effect until a copy of the decision, bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that. if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry or Deeds and indexed under the name of the owner of record or is recorded and noted on the owner' s Certificate of- Title. Board of Appeal 0 � N N — � VI _ 'ZN co c.o CII (fitu of #t lem. Alssar4usetts tlublir Vropertg i3epartment p � Nuilding Departmeut (One 6atem ((Breen 588-745-9595 Ext. 388 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer August 29, 1996 Dion's Boat Yard c/o Fred Atkins 23 Glendale St. Salem, MA 01970 RE: 23 Glendale St. Dear Mr. Atkins: An inspection of your 2 1/2 story shed was conducted on Agust 29, 1996 and was found to be unsafe and in hazardous condition. Per article 123. 2 of the Massachusetts State Building Code, I order that this shed be removed within ten (10) days upon receipt of this letter. If said 2 1/2 story shed is not removed within ten (10) days, this department will implement artcle 124.1 of the State Building Code. Please contact this office as to your course of action in this matter upon receipt of this letter. Failure to do so will result in legal action being taken against you. Thank you in advance for your anticipated cooperation in this matter. Sincerely, n r Leo E. Tremblay Inspector of Buildings c.c. Councillor Kelley Jane Guy No. a City of Salem Ward APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete an items in sections:1, It, /it, IV, and IX. G I. AT(LOCATION) 3 (✓ GAO G1 0 o leL �//� ZON D STRICT t� LOCATION "o.) (STREET) OF BETWEEN AND BUILDING (CROSSSTREET) (CROSSSTREET) LOT SUBDIVISION LOT BLOCK SIZE 11. TYPE AND COST OF BUILDING -All applicants complete Parts A-D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE 1 ❑ New building Residential Nonresidential 2 [FrAddltion(If residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational housing units added,it any,in part D, 13) 19 E] Chruch,other religious 13 ❑ Two or more family-Enter number 3 ❑ Alteration(See 2 above) of units....................................................... 20 ❑ Industrial 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 21 E] Parking garage Enter number of units ........................... 22 ❑ Service station,repair garage 5 ❑ Wracking(n multhfamllyresidential,enter number 23 ❑ Hospital,institutional of units in building in Part D,13) 15 ❑ Garage 24 Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 7 ❑ Foundation only 26 ❑ School,library,other educational 17 ❑ Other-Specify 27 ❑ Stores,mercantile B.OWNERSHIP 28 ❑ Tanks,towers 8 ❑ Private(individual,corpomtlon,nonprofftWLG.e2_r institution,etc.) 29 ❑ Other-Specify S 6 L9 ❑ Public(federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary school,secondary school,college, �/ parochial school,parking garage for department store,rental office building,office building 10. Cost of improvement ......................................................... $ 2-/ at industrial plant:If use of existing building is being changed,enter proposed use. To be installed but not included / -? [ in the above cost �Q � CO Va L Yf) /-x c7 r U f L C Kms.,. a. Electrical........................................................................... r .y b. Plumbing.......................... ............. 1, O F / e S . s i ou h2! / c. Heating,air conditioning............................................. ,f- / IMnnu��[i�l lrf I yr c� Q r26 %S O h r{V�/¢. SCCOM1�C:I �(/ o d. Other(elevator.etc.)..................................................... 11. TOTAL COST OF IMPROVEMENT $ 27 000.' III. SELECTED CHARACTERISTICS OF BUILDING -For new buildings and additions, complete Parts E-L;demolition, complete only Parts J&M,all others skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL 1. TYPE OF MECHANICAL 30 ❑ Masonry(wall bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air 31 Wood frame 36 Oil conditioning? ❑ 41 ❑ Private(septic tank,etc.) 32 ❑ Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public Or prwate company 46,❑ Yes 47 ❑ No 43 ❑ Private(well,cistem) J.DIMENSIONS 48. Number of stories M. DEMOLITION OF STRUCTURES: ............... 49. Total square feet of floor area, all floors,based on exterior Has Approval from Historical Commission been received dimensions ......................................................................... for any structure over fifty(50)years? Yes_ No_ so. Total land area,sq.ft.............-........................................ Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed ............................................................................. HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outdoors................-...........-.............................................. Yes No L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed ............................................................................. Electric: Gas: Full.. ..... Sewer: 54. Number of bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial...................................... BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ No ✓ (If yes,please enclose documentation from Hist. Com.) Conservation Area? Yes_ No-/— (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes_ No_ Is property located in the S.R.A.district? Yes_ No-41,/— Comply with Zoning? Yes_ No—Z (If no,enclose Board of Appeal decision) O/U ffjL e. Is lot grandfathered? Yes_ No✓ (If yes,submit documentationfif no,submit Board of Appeal decision) If new construction, has the proper Routing Slip been enclosed? Yes_ Nom Is Architectural Access Board approval required? Yes_ No--L,—/ (If yes,submit documentation) Massachusetts State Contractor License# _ Salem License# 03 Home Improvement Contractor# /0a/.30 Homeowners Exempt form (if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX (6) MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary, please submit CONSTRUCTION IS TO BE COMPLETED BY: An as-71- 199s in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and state ZIP Code Tel.No. ".,Ne,, *,kr a as c G/_e Cw 0/9;70 7yY-08 Omer Or =ALessee C z. �TroU� T7er a�c_ D�97o �6 // Contractor ./. Builder's GF�IelraltT /( ( C License No. Z63 3. VQNa �dL rC. , 7fff-/ Architect or Engineer I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agAckand w to 0o form to all applicable laws of this jurisdiction. Signature of nt Addre:� c / App!' tion date 4 6 7 i DO NOT WRITE BELOW THIS LINE VI. VALIDATION�1 Building FOR DEPARTMENT USE ONLY Permit number `) Building //�� \ Use Group Permit issued ^ — 1 19Fire Grading Building �I� pO Permit ee$ z b Live Loading Certificate of Occupancy $ Approved by: Occupancy Load Drain Tile $ Plan Review Fee $ TI NOTES AND Data-(For department use) PERMIT TO BE MAILED TO: DATE MAILED: . I �9 Construction to be started by: Completed by: VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN •For Applicant Use O N RONAN, SEGAL & HARRINGTON ATTORNEYS AT(AW FIFTY-NINE FEDERAL STREET JAMES T.RONAN(19221987) SALEM,MASSACHUSETTS 01970 JACOB S.SEGAL MARY PIEMONTE HARRINGTON (508)7440350 GEORGE W.ATKINS,III BRIAN P.CASSIDY FAX(508)744-7493 FILE NO. July 13, 1993 Salem Building Inspector One Salem Green Salem, MA 01970 Re: 23 Glendale Street Frederick J. Atkins Trust Gentlemen: The undersigned hereby affirms that prior to issuance of an occupancy permit for alteration of an existing structure, all additional building permits including electrical and fire safety equipment permits will be applied for by the undersigned. I understand that this letter is a precondition to issuance of the "rough construction" building permit. FREDERICK J. ATKINS TRUST By: rederick J. tkins Va, ,�2 y � �� (�IInserfr�tiarc 1(lammt�siu�c �Irm .iss�c use##s r �cL pp4.� I'larch 8, 1975 1r. Leo A. ??ion Dion 's Yacht Yard 23A Glendale Street Salem, :::ass. 01970 Re: DNR 64-1 Dear Leo : We are pleased to enclose our Order of Conditions which relate to your -oroject• as it affects a cog ste1. vretland. The above coding (DNR 64-1) refers to your project number at the Department of Natural Resources. Conditions I through 1G are standard and are imposed by statute : General Lavas , Chapter 131, section 40. The Salem Conservption Co=issicn has listed ed� itional conditions lla. through 11 f. 'Ne believe you will find these conditions to be reasonable safeguards, for the mutual benefit of Dion 's Yacht Yard and the City of Salem. Should you d.isag•ree with one or more conditions you .7:8.y make a written appeal by cer- tified mail within 10 days of this order to the Mass. Depert- mer.t of natural Resources. As proof of your intent to assist our Co:rrission we are submitting to all appropriate state and local a.a•encies a copy of your letter to the Coa ission dated 2/24/75 :which specifies the disposal sites. We believe your project is beneficial to our communit and hope you' will soon receive all necessary licenses and/or peri-its. Sirice1y, f . cn ld F. runt, ('',airman 138 4ederal Street Salem, i•.a.ss . 01970 Tel. 744-5967 enol: .y � �� tTnserf��tiQxt llIImmr�sin�t :s '%�v;.<��rs:a p tilPitt, C,'�iI55c�t�llSP�fB r cc : bass . Department of Natural Resources Yr. Leo J. Thornton, Division of ':'aterrrays Department of. Public Works 1:r. Hull S. Main, P. E. Department of the Army N. E. nivision, Corps Of Engineers !-.ayor Jean A. Levesque Ir. Peter P. Gouley, Chairman City Council Stanling Com=ittee Conservation V Natural Resources Lr. John B. Po.�,ers, Zoning• Officer Dr. John J. Toomey, Health Agent Mr. Ralph E. Hobbs , Jr. , ?Earbormaster Mr. Robert J. Field, Ward 5 Councillor Telephone (617) 744-0844 - DION'S YACHT YARD 23A GLENDALE STREET FOUNDED 1914 (Complete Repair Facilities) (Dockage d Fuel) Salem, Mass. ......Re-bXuarg...2.y............••---- 197.5... SALEM CONSERVATION COMMISSION Mr. Donald Hunt Chairman: In compliance with your request I submit the following: The dredged material of approximately 11.500 to 4600 Cu. Yds. to be disposed of in the follow- ing manner. 1. Approximately 2000 Cu. Yds. under the ex- isting dock between the new steel re-enforced bulkhead. 2. Mackey Bros. Inc, to truck approximately 1300 Cu. Yds. to their site on Leggs Hill Road. 3. Dibiase Cont. Co. , to truck approximately 1300 Cu. Yds, to their site on S"arion Road off Moffett Road. I can assure you that this is good solid - - fill and will cause no disturbance, it will leave no odor nor will it contaminate. Resnectflal ly, .. a j�y�s-�•�'C.... r i 'Leo A.' Dzon::: THE COMMONWEALTH OF. MASSACHUSETTS a ORDER WETLAND PROTECTION ACT G.L.c. 131 s.4O FILE NUMBER: DNAs 64-1 PROJECT LOCATION: 23A Glendale Street Salem, Mass. 01970 TO: Dion's Yacht Yard CERT. MAIL NO: Delivered by ;and, 3/10/75 RE: Ogl7�x N� AND PLANS DATED: DATE *OF RECEIPT BY Firal Flans,O. : Plans : June , 1974 CONSERVATION COMMISSION: 1/27/7' DATE OF PUBLIC HEARING: February 18, 1975 Pursuant to the authority of G.L. c. 131 s. 4O, the 71377 7onservation Commission has considered your notice of intent and plans / submitted therewith, and has determined that the area on which the Iproposed work is to be done is significant to one or more of the interests described in the said act. The Salem Conservation Commission hereby orders that the following conditions are necessary and all work i must be performed in strict conformance therewith: rl. f 11 CONDITIONS 1. Failure to comply with all conditions stated herein, and with all � related statutes and other regulatory measures, shall be deemed cause to revoke or modify this order. 2. This order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, by-laws and/or regulations. 4. The work authorized hereunder shall be completed within one (1) year from the date of this order. The order may be extended by the issuing authority for one or more additional one-year periods upon application to the said issuing authority at least thirty days prior to the expiration p i n date of the order or its extension. 5. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris, including, without limiting the. .generality of .the foregoing,,, l.umber, bricks, plaster., wore, Lath ..paper, `cardboard, pipe_,• tre5, • a5hes, refrigetatozs , motor vehicle s., :or darts of any, of .,the foegoirig. 6." No work may be commenced until all appeal ' periods have elapsed from the,order: of, the:..Conservation- Eommission+ or. :from a••final.. corder by. . >' the Department of Natural Resources has elapsed. „D„ 30 - CONDITIONS CONTINUED PAGE 2 FILE NO. DNR, 64-1 7. No work shall be undertaken until the final Order, with respect to the proposed project, has been recorded in the Registry of Deeds for the district in which the land is located. Copy to be furnished to issuer of this Order showing book and page. B. Upon completion of the work described herein, the applicant shall forthwith request, in writing, that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 9. A sign shall be displayed at the site not less than two square feet or more than three square feet bearing the words, "Massachusetts Department of Natural Resources, File Number DNR: 64-1 01. 10. Where the Department of Natural Resources is requested to make a determination and to issue a superseding order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department of Natural Resources. 11. The work shall conform to the following described plans and additional conditions: a. The proposed construction and/or maintenance of a travel lift finger pier and existing timber bulkhead plus the dredging of an area 285 ' long and 55' S" wide shall be done in accordance with the plans filed with and accepted by the ',ass . Dept, of Public Works, Division of Waterways and the Dept, of the Army, Corps of engineers. b. Any dredged materials not placed under the existing bulkhead will. not be disposed of on any wetland. c. Dredging will be completed before commencement of the bathing season as set forth in the license issued by the Mass. Dept, of Public Works , Division of Waterways . d. No dredged materials are to be stockpiled on tidal flats or wetlands as guaranteed to this Commission in a letter from Dion ' s Yacht Yard dated 11/29/73. e. All dredged material will be thoroughly cleaned up so that neighbors of Dion' s Yacht Yard will not be inconvenienced by any odor. f. Dion 's Yacht Yard will urge that all truckers removing dredged. mater- ials seal their vehicles so that said materials will not be spilled on.:a'..public way, .:. .. _ 31 - Dion's Yacht Yard CONDITIONS CONTINUED PAGE 3 FILE NO. DNA: 54-1 The applicant, any person aggrieved by this order, any owner of . land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to appeal this order to the Department of Natural Resources, provided the request is made in writing and by certified mail to the Department of Natural Resources within ten (10) days from the issuance of this order. ISSUED BY Donald F. Hunt, ;,hairman I On this ninth day of :arch 19 75, before me personally appeared Georze A. Aubertin, 3rian E . French, David. H. Devoe , and (below )*'N to me known to be the person described in and who executed the foregoing instrument and acknowledged that he executed the same as his free act- and deed. # Capt, Henry C Iichols , U$Iv, Retired, My commissibn!%ezpit2s 32 - \oS CU''t'' 7 r,. I DING SEPT• C®nse ® fission Salem. Massachusetts 01970 OCT 13 11 4t4 AA '76 RECEIVED October 8, 1976 CITY OF SALEI-I,MASS. Mr. Leo A. Dion 23 Glendale St. Salem, MA 01970 Dear Mr. Dion: Enclosed is the extension permit for continuation of the work under DEQ file no. 64-1 and the determination of applicability of the Wetlands Protection Act to the riprap work you propose along the side of the storage shed. The extension permit is valid for only one year from the date of the original order of conditions and the determina- tion of applicability is valid for a year from the date you receive it. Please note that the determination was based on the plan and on the description, dated May 10, 1976, which you enclosed with the request and that all work must be in accordance with these. Enclosed is a copy of a letter to the Commission from the Department of Public Works of the City which expresses concern over any work within 10 feet from the sewer pipe adjacent to the shed. �Yo[ur�s�sincerely, Brian E. French Chairman BEF/sm c.c. DEQ , Wetlands Division DEQ , Division of Waterways John Powers, Building Inspector Anthony Fletcher, City Engineer Planning Board i ' r CO4`MON:v'EALTH OF I•IASSACHUSETTS WETLAND PROTECTION ACT G.L. C. 131. s. 40 EXTENSION PERMIT DATE October 1, 1976 FILE NO. 64-1 PROJECT LOCATION23 Glendale St. TO: CERTIFIED MAIL NO. This document extends the order issued to Dion's Yacht Yard for a period of one year, from the date of termination of the last order issued in regard to this project or extension of same which ever is the later date. Si atule of lssuing Duthority on this �7-th'day of September 19 76 before me personally appeared the above Salem Conservation Commission members to me known to be the personsdescribed in and who executed the foregoing instrument and acknowledged thattheYexecuted the same their nn; as 13rs free act and deed. Don ld F. Hunt 2 ver Street, Salem, ilass. 01970 ` MY COMMISSION Ii:CPIRrS MARCH 7, 1930 Notar public My commission expires -33- r. THE COMMONWEALTH OF MASSACHUSETTS DETERMINATION 0 APPLICABILITY OF THE 4.TETT A.._'. PROTECTION ACT CHA?TER 131, S?CT_ON 40 �^ TO: Mr. Leo A. Dion DATE : 9/27/76 23 Glendale St. Salem, MA 01970 Pursuant to the authority of G.L. c. 131 s.40, the Salem Conservation Commission has considered your request for a determination of applicability together with the plans submitted with it and has made the following determination: 1. /� The area shown on the plans is not subject to the Act. 2. / / The entire area shown on the plans is subject to the T.t:t and shall require a filing of the Notice of Intent. 3. / / Only the area described below is subject to the Act and shall require a filing of the Notice of Intent: 4. The determination that the work is not subject to the Act. shall expire within one (1) year from the date herein. 5. This determination does not relieve the person requesting the determination from complying with all other applicable federal, j state or local statutes, ordinances, by-laws, and/or regulations. 4` 6. Failure to comply with this determination and with all related statutes and other regulatory measures shall be deemed caused revoke or modify the said determination. al` / 7. No work may be commenced nder this u ermina 'on 1 I periods have elapsed. Salem F- Conservation ISSU-D 3y:Commission , Where the _enartment of Natural Resources issues a sup rsedin det min- ation, you are heresy nct;fSe- of your right to a formal hearing provided it is made within ten (lO} days from the date of the superseding determination. of the De art^er.t of Natural Resources. �. L_ +F 10 �11 A 3.RILTL, . Tity of Miem, M�ssMchllsP##s epartnccnt of Public Porizo (One 11�a(em Green ANTHONY V. FLETCHER. R.P.E. RICHARD P. SWENSON. C.E. CITY ENGINEER Assistant Engineer September 27, 1976 Brian E. French, Chairman Conservation Commission One Salem Green Salem, MA. Dear Mr. French: We have been requested by Mr. Morton to state our requirements regarding the placing of rip-rap near the South Salem Trunk Sewer at Dion' s Yacht Yard. Due to its condition, we do not want any a-ditional loads on the pipe or piles so we would require that no rip-rap be placed directly on it within 5 feet all around. Also, no concrete shall be placed in this. area to encase the pipe. Any rip-rap within 10 feet of the pipe shall be placed by hand. Very truly yours, Richard P. Swenson Asst. Civil Engineer RPS/CC FORM 2 - COMMONWEALTH OF MASSACHUSETTS :x ( DETERMINATION OF APPLICABILITY OF THE WETLAND PROTECTION ACT G.L. 0.131 s. 40 } TO: FRED ' J. `DION' YACHT YARD , INC . DATE: September 11 , 1980 Pursuant to the authority of G.L. C.131 s.40, the SALEM CONSERVATION COMMISSION has considered your request for a determination of applicability together with the plans submitted with it and has made the -following determination: 1. [ ) The area shown on the plans is not subject to the Act. . 2. [ ) . The entire area shown on the plans is subject to the Act and shall require a filing of the Notice of Intent. 3. _[, ,) _ ,,_Only-the area described below is subject to the Act and shall require a filing of the Notice of Intent: 4. [ ) The area shown on the plans is subject to the Act but the proposed work is not dredging, filling, removing, or altering, and there- fore a Notice of Intent is not required. 5. The determination that the work is not subject to the Act shall expire within one (1) year from the date herein. 6. Th1s_determLnation does not relieve the person requesting the determina- tion from complying with all other applicable federal, state or local statutes, ordinances, by-laws, and/or regulations. 7. Failure to comply with this determination and with all related statutes and other regulatory measures shall be deemed cause to revoke or modify the said determination. 8. No work may ommenced under t 's determination unte o have elapse ` -(�/L1n�rtyp / SALEM CONSERVATI�EO S 0 ` I/ ISSUED BY: C 14 Where the Department of Environmental Quality Engineering issues a negative superseding determination, you are hereby notified of your right to a formal hearing_ provided it is made within ten (10) days from the date of the super- seding determination of the Department of Environmental Quality Engineering. BUILDING DEPT itl2ilElll� � �2I552iCLi$Et �C w. : m APR I B ( ic�lthCeltJIInr1 REC(�n�, 'FtPm (�teett CITY OF 574 `> DECISION Wetlands and Flood Hazard District c: Special Permit Frederick J. Atkins Trust 23 Glendale Street Salem, MA 01970 C' LM RE: 23 Glendale Street 1. Conformance with Plan Work shall conform to plan entitled "Maintenance Dredging at Dion Yacht Yard", prepared for Frederick J. Atkins, dated December 28, 1987. Z. Conservation Commission Work shall comply with all requirements of the Salem Conservation Commission Order of Conditions #64-176. 3. Board of Health Work shall comply with all requirements of the Board of Health approval dated April 11, 1989. 4. Construction Practices All construction shall be carried out in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m, on Saturdays. No work shall continue beyond 5:00 p.m. There shall be no work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b.All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of construction. 5. Violations Violations of any conditions shall result in revocation of this permit by the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing certification of the City Clerk that twenty days have elapsed and no appeal has been filed or that if such appeal has been filed and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for recording or registering shall be paid by owner or applicant. I hereby certify that a copy of this decision and plans are on file with the City Clerk and a copy is on file with the Planning Board. Sincerely, Walter B. Power, III Chi#g ttf �tlt�ttt, r �Msttthtz�E## N Wnr 15aletn (6rrrn July ?6, 1981 SPECIAL PERMIT WETLANDS AND FLOOD HAZARD DISTRICT Frederick J. Atkins Trust 23 Glendale Avenue Salem , Massachusetts 01970 On Thursday, July 16 , 1981, the Planning Board of the City of Salem held a public hearing regarding the application of Frederick J. Atkins Trust for a Special Permit under Section P, Wetlands and Flood Hazard Districts , of the Salem Zoning Ordinance, with respect to the construction of steel sheet piling, concrete retaining wall, and a timber pier, and to the addition of solid fill at 23 Glendale Avenue , Salem , Massach- usetts. At a regularly scheduled meeting of the Planning Board on July 16 , 1981, the Board voted, by a vote of six in favor, none opposed, to approve the application as complying with the requirements for the issuance of the permit with the following conditions: 1. That all work shall be done in accordance with the plan entitled "Site Detail Plan In Salem, Mass. for Frederick J. Atkins Trust" prepared by T & M Engineering Associates , 36 Orchard Circle, Swampscott. 9 . The issuance of this permit is contingent on the approval of the Conservation Commission and incorporates their Order of Conditions. 3. This order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private/public property or any invasion of public/ private rights . I hereby certify that a copy of this decision has been filed with the City Clerk, and a copy is on file with the Planning Board. This Special Permit shall not take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate oL title. The fee for recording or registering shall be paid by the owner or applicant. WALTER B. POWER, III Chairman, Planning Board WBP:jar �1 TitU of Iem4Enzah4}x 081 APR 29 All :25 APRIL 22, 1981 CITYCCppCLFEFR.<'S OFFICE DECISION ON THE PETITION OF FREDERICK J. ATKINS FOR A SPECT'ALLYE�'FOR 23 GLENDALE STREET A hearing on this petition was held on April 22, 1981 with the following Board ' Members present: Douglas Hopper, Chairman, Messrs. Piemonte, LaBrecque and Feeherry. A notice of the hearing was sent to abutters and others and a notice of the hearing was properly published twice in the Salem Evening News in accordance with Massachusetts General Laws Chapter 4OA. The Petitioner has requested a Special Permit to use the structure at 23 Glendale Street as offices associated with the business known as Fred J. Dion Yacht Yard, Inc. The property is in an R-1 district. The Special Permit which has been requested may therefore be granted upon a finding by the Board of Appeals, that the grant of the Special Permit will promote the public health, safety, convenience and welfare. The Board of Appeals, after considering the evidence presented at the hearing, and after viewing the property, makes the following findings of fact: 1. . The structure in question has been partially used for storage for the business, and the property also has been used previously for business-related activities. 2. No structural alteration of the building are needed to accommodate the proposed use. 3. There was no neighborhood opposition to the proposal. On the basis of the above findings of fact and on the evidence presented at the public hearing, the Board of Appeals concludes unanimously that the proposed use will promote the public health, safety, convenience, and welfare and that the proposed use is in harmony with the City's Zoning Ordinance. Accordingly, the Board unanimously votes in favor of granting a Special Permit to the Petitioner. The Special Permit is therefore granted in accordance with the following terms and conditions: 1. The property at 23 Glendale Street may be used as offices associated with the business known as Fred J. Dion Yacht Yard, Inc. 2. The trailer on the site will be removed. 3. The use of the property shall be in accordance with any restric "ons imposed APPEAgyry'��;the>S'a`Eem:.F3re�.M9"rshaZl'.'�= P_ s'.i;.NT TO S:_Troa v OF THE MASS. - GMERAL LA v3, G4.P. _ ',J DA'iS AFTER TF1, CAg14GOF TICSI`f. Feehe ry, 'ecretar , OR Ti:.J, r .. . r ...., v . .__9 :�D IS R°L... ce :: i:_ .i c_.. ; :•:. '-_ c: : -:i.- ::._:,_D ,,: _., r .cr:naE OF THE OWIER OF RLCO2J LR IS E4. j". .D A.:J fv .., ti:. ...i:CP,S CERT:FICA;E G. TITLE. - - - - i A nnnv nn TLLTo TVnTCTnM Anis "T AMO UAC A9134" -RVALL.TTTA TAC DT ATTTLTMP AnAVn ATT" TAC CITTV !`TFCV ✓ o.m4b ' r' (1�itn of $zjjem, 44flttssttt4usetts -os Pattrb of hupeal Nq..umti DECISION ON THE PETITION_OF FREDERICK-J. ATKINS FOR A SPECIAL PERMIT ATt23 GLENDALE ST:--j (R-1) A hearing on this petition was held May 19, 1993 with the following Board Members present: Francis Grealish Jr. , Chairman; George Ahmed, Edward Luzinski, Stephen O'Grady, and Stephen Touchette. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. Petitioner, owner of the property, is requesting a Special Permit to extend nonconforming structure and use and to construct two dormers on the east end of the building. Property is located in an R-1 district. The provision of the Salem Zoning Ordinance which is applicable to this request for a Special Permit is Section 5-3(j ) , which provides as follows: Notwithstanding anything to the contrary appearing in this Ordinance, the Board of Appeal may, in accordance with the procedure and conditions set forth in Section 8-6 and 9-4, grant Special Permits for alterations and reconstruction of nonconforming structures, and for changes, enlargement, extension or expansion of nonconforming lots, land, structures, and uses, provided, however, that such change, extension, enlargement or expansion shall not be substantially more detrimental than the existing nonconforming use to the neighborhood. In more general terms, this Board is, when reviewing Special Permit requests, guided by the rule that a Special Permit request may be granted upon a finding by the Board that the grant of the Special Permit will promote the public health, safety, convenience and welfare of the City's inhabitants. The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after viewing the plans, makes the following findings of fact: 1. There was no opposition to the proposed second level. 2. The property is currently being used as a boat yard. 3. Most of the boat storage has been moved off the property. 4. The petitioner agreed not to put windows on the northerly side of the dormers nor to disturb the trees on that side. ' PETITION OF DOLORES FREDERICK J. ATKINS SPECIAL PERMIT AT 23 GLENDALE ST. , SALEM page two On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows: 1. The Special Permit requested can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. 2. The granting of the Special Permit requested will promote the public health, safety, convenience and welfare of the City' s inhabitants and may be granted in harmony with the neighborhood. Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the Special Permit requested, subject to the following conditions: 1. Petitioner shall comply with all City and State statutes, ordinances, codes and regulations. 2. All construction shall be done as per the plans and dimensions submitted. 3. All requirements of the Salem Fire Department relative to smoke and fire safety shall be strictly adhered to. 4. Petitioner shall obtain a legal building permit. 5. No windows are to be placed on the northerly side of the dormers. 6. The trees on the northerly side are not to be disturbed. 7. A Certificate of Occupancy be obtained. SPECIAL PERMIT GRANTED May 19, 1993 Stephen C. Touchette, Vice Chairman Board of Appeal DECISION ON THE PETITION OF FREDERICK J. ATKINS FOR A SPECIAL PERMIT AT 23 GLENDALE ST. , SALEM page three A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE-;GI.TY` CLERK Appeal from this decision, if any, shall be made pursuant to Section 17 of MGL Chapter 40A. , and shall be filed within 20 days after the date of filing of this decision in the office of the City Clerk. Pursuant to MGL Chapter 40A. , Section 11, the Special Permit granted herein shall not take effect until a copy of the decision bearing the certification of the City Clerk that 20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed, that it has been dismissed or denied is recorded in the South Essex Registry of Deeds and indexed under the name of the owner of record or is recorded and noted on the owner's Certificate of Title. Board of Appeal �;'. ^Fr•-p,,,.-F: ,��. r « _ .,,.-y ttr : �.:1, y . - ' i..,...r � '� `p.r:a:: 4 ....: ,. _ _ .. .,. .. - _ _• _-. ._�._._ - .___ „-_. i y— ?lr 1.lF,J V)060 1�12AAf-- COAL f-,VvIdy� I -_ j � NEvJ WII.IDGW - dc }l�vJ �lli>117GNJ17 ' 'S11iRJ x'tOi� o 1 EAvF vooa Ae i5. E�ISt hTAiLe vow;1 C►"}A5W. 'fb Ln�tl.a we S/r�ll, wiq�iwg,Ory ?' fl�sr . 1 i Irp I, FOf;i� 4fAtz uPBLOCK WIN V" 114 _ I Ip If-oar, I pQ i •-6° I +I , DOD 44 (Xl t�C} 5 •�1' VV I 1 fS � } lorzk_ klrTN- (Zoo _ h6F -rRUS 5 D,:p ur r N 6 - ---.___ ..._ _ ..__..._ I fA '� 'Jj2• c0 ;, � 5 �I •• o s I� GL (It '� f l i ;(�� 6� 0"d.G, �l -- = �♦r `( - -�,t� ��r.r< ,I1 i; � a� SVh l�rN7rZACTo2S WILL VErelf"/ i r & ixCt o . •. Pd D w1 loiu5 /.�* �ii1� F ' -- - ! ll f l r cc i 00 ; m m WEiT SOItro h! CL i o r(L5'f �L000 Lo � LOOC -fgAMIA 7��h�D �'�. aale �!r? ? ��a� � Av6« .lr-S �G�iFk O � GAt ! °D h I`t rte' s• fJ�� tiN�� Dtx��sf��4 j � .; (/� � ' � E I, �. Or�� I I� � a 41>IJt rj , 'ipT OR ]{ REVISIONS: GH - - ' GATE ' Oo A - - - Y, b"t2��' ± G 7 J;t. BRIG 6 �t rpJ h1IIJrOD4 ` O1Z fiu G tC. i I r_ � .✓��tE Alloy i pool I is; NO, 4/oJ 139 4 i APP'D. ay +ins' =«yah CI F CF SALEM Br"? — 'YCo DEPT. H of M THES, VINGS TO ",E ., wQQTH �,LpE. BUILDINGS D'wg. No. 40AILAM �1�iT C L E V,AT 10 �'l 4CAL� ��BK , .cI 5 -ri�'J 4 h r=(TE b „0 QAe��, M a l y)-3 O{ yl� 1 Jm3 -tqaeli n 'oN •bm,C] assdw eo Hrr � ■ 7 2 �•^��IASI ,"roP � r"1 '7�<S/ La(o'( t � ° '�' .�., �ti�tid �Si��i;.• !/ j �, `• � 1 i ^nw... rr � s _ ..LA.ta -_:_ �.?. -. ..c.=c•y._,,,, ___._.'_•-r�-L-.___.__ .__..._. __.__–.O _... � _ _ _ ... -.!L .moi - aAV31 iy?Ii`lltiltlJ I ./ ` � � t l f SNOISIA3Hhoz•eSN? 1 / ?V ixv 1 qW'C. UL Y 1 5rJ #1 Cih U t ' � (— iv �! 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' (Jf%� hNfF� 47tx•.µlEr�ti i N -_ 5�f i46o!2 'RZv55 OCA WI F10" i ,4, Ni # T o-- Q , f -� MA-fz r:,s*.v F.r�sr. � '�.,\ REVISIONS: I I l t � 1 ! 'I j (sn14f I � �i l'1�•1fi L(rh I(( - DATE-26 _ ^9 NEW nlrrJj�GcN Olt 1 !rN fc. "Klee t A AL � r I r L , :_ . f�A.?� prrAfk� _ LtN•r r I(//?> �.9 �� c . j r.. uT�t L VATCOt RtH FDwg. No. I-- . fG�O r iLA(.f� fIb" t s " iie.. - _.+i.+bs}na..as a....cr.'�.x-.tee.-s!da.•...._ _ .1 _.atn'a...: ....rr. - nCY 7,1 ?hdd m Ul 14 cn ii .J ,7 j8 T Y l � Y ^ N i w � n rJ Ilt w 0 c � ts O v08.85 JOB 31603TI # T2 13 REQ ' D TYPE 799 6/ 6/93 4 OF 4 //-7YP'Etr/r e6a- b 05 SHOWN) 2- 71)06- Iris CEa'h lsr�QPOEo �� WOOD Pz�sE v�Fg//-r - STRUCTURES I N" " Biddeford,ME. 21,4 r 21,4 Z - o U,6 0 o ME WATS: 800339-0716 0 Out-Of-State:800-341-9612 to tom— =cl W 12 = 4,11 y 4.4 Ij 4. 12 = Fill .15 This truss is designed in accordance with TC 1121 8-09-13 7-02-03 7-02-03 6-09-13 l2 thee latest revisions of TPI and/or PCI',and will be 8C 11-02-09 9-06-16 11-02-09 sealed by a professional engineer in the state or states rE I required(upon request)after approval of this plotted 32-00-00 elevation to assure compliance with design concept TOLL= 30.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 321/1.37"= 279, CAMB= 0 1/2" LL L/t EF =3Z/.W4 a -4$1 and actual jobsite conditions. TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) BCLL= 0.0 PSF BUTT CUT= 0 7/16" J 1= -1577 5.5 BCDL= 10.0 PSF J 5= -1578 5.5 MITEK INDUSTRIES, INC. JEFFERS Q31937 CONFORMS TO TPI 91 REPETITIVE INCH ,rµJ55 pC't ----- TOP CHORD - CSR= 0.759----- --- BOTTOM CHORD - CSR= 0.907--- ----- WEBS - CSR=,0.669------- 114STITUT 2X 6 1650F-1.5E M SPF 2X 4 240OF-2.OE M SYP 2X 4 STUD G_RVb.E S F C 1= -6902 C 3= -6083 C 5= 6819 C 6- 4721 C 7= 6819 W 1= -933 W 3= 1Q 4�5`'� ��0 LJ 'NUI .�YYNij�E, ImSPECTEO PLANT NO 82 C 2= -6083 C 4= -6902 -------STEP DOWN LUMBER-------- H 2= 1455 W 4= - - C 6 2X 4 2100F-1.8E M SPF � :rrarivl:^=!(adura- :rr';::::.l7T1 1. TRUSS NOT DESIGNED FOR PLASTER CEILING. (SPN/DEFL RATIO LESS THAN 360. ) .1 ^:VISE AMC) Rt-SUW(T Jia 2. pJIE�OVERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. 3..cNpb •„,dace.t.,.....•,yr?tew.M�a•cs.c•=t.rl,. FIELDVERIFI(:ATION 3. RIGHT OVERHANG DISTANCE ALONG THE BOTTOM ELSE L 1-00-02. x�,-cr �ae �,•cc ,p. .y� ;�lo,m�.:.. ..... •. .w.C.• ' .-• c,<. �ec. •.... ..oeeeei. le• e.m-.a.-.. C3 APPROVED ... • ... �,,.....4 .• ... 0., try ;.w....t:• p APPROVED AS NOTED �....... •.,. ❑ NOT APPROVED. ten1..'LL : •N lover s.eQGlatio. it 1ti • •1 •B 1••Nr DY - ` - • '- _ Approval of this drawing verifies that dimensions I Q ? and quantities indicated conform to actual job OATS f�/- ` ' 7 ' site requirements. 9Ci tiFJi w.. rUMrr A l..LlIILINtt Signed Date CO••xnlin.t. tr+GwttaS - •" Company PO v08. 85 1G03T1 # T2 13 REQ ' D 5/ G/93 u //-7ME IT/' eCaD (/J5 S</oWN) 1 TjPE '%2' �EG7'h. ��TPdPGEO GdSCEs� WOOD -=Ij sE Vf-9 A7 - STRUCTURES 6.6 _ INC. - -Biddeford, ME 12 _ 2;1 21•U ME WATS: 800-339-0716 Out-Of-State: 800-341-9612 _ S U• 12 4.4 Ip 4•U U' 12 - F 1 J5 This truss is designed in accordance with _ 12 8-09-13 1 02-03 - 7-02-03 8-09-13 12 thee latest revisions of TPI and/or PCT, and will be 11-02-09 9-0G-15 1 1-02-09 sealed by a professional engineter in the state or sates required(upon request)after approval of this plotted 32-00-00 elevation to assure compliance with design concept ?Sr SPACING = 2-00-00 REACTIONS MIN L/DEF= 32'/1.37'= 279, CAME= 0 1/2" LL L/vEf -W/.Et:74 ° -4$1 and actual jobsite conditions. ?SF INCR:P=1 .15 L=1.15 (LBS ) SRG(IN) 20 GA. M20 PLATES 199 PSI GRE (MAX) ?sF BUTT CUT= 0 7/16" J 1= -1577 5.5 - .-SF J 5= -1578 5.5 =.IES, INC. 7 CONFORMS TO TPI 91 REPETITIVE INCH J55 pC1 :RD - CSR= 0.759----- --- BOTTOM CHORD - CSR= 0.907--- ----- WEBS - CS�.669------- 3 VT 55OF-1.5E H SPF 2X 4 240OF-2.OE H SYP 2X 4 STUD GR .E..SPF INSPECTED PLANT NO 82 3= -6083 C 5= 6819 C 6= 4721 C 7= 6819 W 1= -933 w 3= 435'" -U Li NUI APPR"Vk, 4= -6902 --------STEP DOWN LUMBER-------- W 2= 1455 W 4= -9X7 -ZOVE;✓ AS ,C00QFCTED C 6 2X 4 2100F-1.8E M SPF -' Truss Manufaaurer-MemScrof7P1 "1 RcviSE AND RJ57SUa 11T -.T DESIGNED FOR PLASTER CEILING. (SPN/DEFL RATIO LESS THAN 360. ) ERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. stir•:q�;. a•n !wco•lo•w..,,� .Mw.ur�wc.+uN•I.H FIELD VERIFICATION ERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. .d.D .•a canon+•c. .I•- ••. ;•,o.m:•;o, a•.• a .. C.• .,<. ..,. C� ...... O APPROVED .. „--• ... -a.., .a O APPROVED AS NOTED �..,�.. ».. . ,,. ,.e.:..•b.. ...... , r. •.<�.�. . " a NOT APPROVED. :a•+.,+N ti;I.N IW ..wQelwtiw i1 a •p 1..M. 3Y • Approval of this drawing verifies that dimensions —75�7n and quantities indicated conform to actual job MATE Q,2. �." site requirements. Signed Dstt CU••+ul,ira4 H+U w<ta3 ' Company t c 4 1-t i 1 P EV06 V08. JOB 31603F1 TYPE 2499 5/ 6/93 I OF q FI 4x6 1x31,1 4x8 1x341 3x4 1x31,1 3x4 3x4 1x341 3x4 1x341 4x8 1x31,1 4x6 W000 . 3.10M16 PR-SP - STRUCTURES 6• I0Mi6 PR-SP 1x4 I IN V. 1, Blddcfol J 161 ME WA1~5. 800-33V)716 U-11 Ux 8 4x 10 22 x 441 Out-Of-State: 800-341-9612 2� x41,, 4x10 4x8 3x6 1x31,1 1x31,1 3x6 ' 22 2 30 ; 29 2 29 2 29 2 29 2 32 2 TC 32 2 29 2 29 2 29 29 30 32 2 • 8C 32 2 59 59 30 ; 22 2 30 ; 59 1 59 32-00-00 This truss is designed in accord: TOLL= 50.0 PSF SPACING-- 1-04-00 REACTIONS MIN 20 GA.379"/1.36"=219,L/LL DEF= 379'/0.80"=479, IAMB=O 1/2" thee latest revisions of TPI and/or PCT.a 20 GA. M20 PLATES 199 PSI GES (MAX) sealed byaProfessional engineeeriD the 1 TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) required in request)after approval of BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1792 3.50 16 GA. M16 PLATES 144 PSI NET (MAX) elevation to assure compliance with desig BCDL= 5.0 PSF CONFORMS TO PCT-80 J16- -1792 3.50 MITEK INDUSTRIES, INC. REPETITIVE INCR - and actUal)Obsite conditlOns- JEFFERS Q31937 ----- CSR= BOTTOM CHORD - CSR= 0.958--- ------- WEBS - CSR= 0.958------- . TOP CHORD - CSP.= 0.907----- -- 4X 2 STUD GRADE SPF -EXCEPT* 4X 2 2100F-1.8E M SPF •EXCEPT' 4X 2 710OF-1.8E ri SPF. C 1,15 ARE 4X 2 STUD GRADE SPF C20= 7545 C22= 6515 C24= 0 . W 1,20 ARE 4X 2 1650E-1-5E ri SPF S nL W 1= 2810 W 5= -263 w 9= -401 5 .� C 1= -1786 C 4= -5967 C 7= -7222 C21= 7545 C23= 9027 W 2= -299 W 6= -1318 W10= 11 TµJ C 2= -2254 C 5= -5467 C 8= -7545 W 3= -2229 W 7= 889 V T C 3= -2254 C 6= -7222 W 4= 1810 W 8= -273 INSPECTED PLANT NO B 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION C, A P' C&$ t�PRIOR T La NOf /.FPKUvti ,�VPKV'/tif Tr"MaNNfQCrurCr-McmSer FABRICATION. Pj.RpLtiF.i..g® E(•�Q� G��ESS 2. -PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRE CTI Ov Z15 J "� OTHERWISE INDICATED ON THE PLOT. J CELS- - 3. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EAC$ l$r4, ISVI iiD3RF6WMA FIELD VE_ Rl�TIO't STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MANS. 1" r O•, APPROVED 4. FOLLOWING WEBS AAE DOUBLED: W 1, W 4, W17, W20 " ��.. .". :"10-•"-•'1°* °1i•' ri1•`' •"° ` ,w°u. ,°.«1e1. 1"• e.n.wJ°" C7 APPROVED AS NOT i. " a..: 1., 1d..,..r•� [J NOT APPROVED "w.dw• ul•y b •w !.eriu•1ew_wc<•»•^ • °tl 1.•d.• . „K„„ ,we t. .°°b1n•^° '' " �� Approval of this drawing verifies tl T 1�. end quantities indicated conform t Pay site requirements. GATE � C Dare YOai�kl M. vurn v. i. =S�Vl/RIES Signed t'�'-ttxs ..a Company %Po 1644-1 J 0 B 31 G 0 3 F 2 2- 7YPE X•Z' � � �Z PCY- ToT�G !f T/?ussEs) V06U35 TTPE 2799 5/ 6/93 2 OF 4 F2 9x I2z M16 9x 12' MIS 5x6 2z x61,1 5x6 221x61A 5x6 212x61,1 5x6 5x6 2,' x641 5x6 212x61,1 5x6 2zx61d - - WODD: . 3,6 PR-SP 3x6 PR-SP 3x6 PR-SP 3,6 PR-SP . .STRUCTURES . 1.4 1.4 x4 �1 4 INC . . lJ N Biddeford,ME' 3.6 PR-SP 3.7,M16 PR-SP 3, 10n16 PR-SP3x10M16 PR-SP arng zc,7s - ; 1 2z x 6111 UvGyl 7x ISM 1 6 J 17 ME WATS 800-339-0716 2 6 z x 1 5x 12 5x 10 Sx 8 2z x 61,1 5x 8 5x 6 3x 8111 2z x 6111 -Out-Of-State: 800.341-9612 TC 32 2 29 : 29 : 2929 i 30 22 30 29 : 29 : 26i 28 : 30 BC 32 ; I 59 59 30 ; 22 : 30 q 1 59 1 26z 28 z 30 ' 32-00-00 This truss is designed in accordance with TCLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379"/0.88 430,L/LL DEF= 379"/0.52^=731, CAMB=O 3/8" thee latest revisions of TPland/or PCT,and will be TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA- M20 PLATES 258 PSI GRS (MAX) SCLL= 0-0 PSF DEPTH = 2-00-00 J 1= -2636 3.50 16 GA. M16 PLATES 218 PSI NET (MAX) scaled by a professional engineer in the state or states BCDL- 5.0 PSF CONFORMS TO PCT-80 J17= -6305 3.50 •• SEE NOTE ON MULTI-PLY •• required(upon request)after approval of this plotted MITER INDUSTRIES, INC. APPROVED [J NOI A °efebMon to assure compliance with design concept J EFFERS Q31937 U AF PXDs/£ΡIy FA 9 tt„ QRECTED and actual jobsite conditions. ----- TOP CHORD - CSR= 0.786----- --- BOTTOM CHORD - CSR= 0.749--- ------- WEBS - CSR= 0.775-----G REVISE AND RESUBMIT 4X 2 2400E-2 .OE M SYP 'EXCEPT' 4X 2 240OF-2.OE M SIP 4X 2 NO 2 SYP •EXCEPT- C -1,16 ARE 4X 2 NO 2 SY'P C17= 0 C21= 17427 C25= 11739 W 2, 5 ARE 4X 4 STANDARD DOUG Et6egq 1, .,w •.. r..�+..^+cc. dnMa..b+r + .et e.o C 1= -2625 C 7=-13584 C13=-16727 C18= 16727 C22= 15689 C26= 6712 W 8,13 ARE 4X 4 STANDARD DOUG E41ww, C. y p C 2= -3622 C 8=-15689 C14= -8316 C19= 16727 C23= 15689 C27= 0 W16,21 ARE 4X 4 STANDARD DOUG 1;7r p..�-v-„ C.,,,•�.v ;, ,,,,,+,e,+ la, . . .... Jy X12, C 3= -3622 C 9=-17096 C15= -8316 C20= 16727 C24= 15689 W 1= 4410 W 9= -2562 W17= 10?10 n1—w .w .• .••+ •, 1+, C 4= -9440 C10=-17096 C16= -6264 W 2= -297 W30= 601 W18= 1099 - C 5= -9940 C11=-17569 W 3= -3792 x11= -571 W19= 423T' �• •� •u + INSPECTED PLANT r90 82 C 6=-13584 C12=-17569 W 4= 3348 W12= 1713 W20=-104%'"" • M ""a�" ^� n' "'I •11 •"'^ W 5= -247 W13= -539 W21= -87 W 6= -2822 X14= -406 W22= 10,3515 -- — ' __ ---- Truss_ManufaUurer-Memberof7Pl W 7= 2264 W15= 174 W 8= -22 W16= -55ri6•• :TATE 1 t ¢ FIELDVERIFiCATIO` 1.� TWO-PLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. T_ 2. PROVIDE n COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO' - rI ❑ APPROVED - FABRICATION. ,',px< ❑ APPROVED AS NOTED 3. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE H2O PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS [3 NOT APPROVED • OTHERWISE INDICATED ON THE PLOT. 4- ADDITIONAL CONCENTRATED LOADS: J19= 2678.0 LB, J20= 2678.0 LB. S. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE Approval of this drawing verifies that dimensions RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. and quantities indicated COnfOrM to actual job 6. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-101) NAILS. STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. site requirements. 7- FOLLOWING CHORDS ARE DOUBLED: C 2-C15, C17-C27 8, FOLLOWING WEBS ARE DOUBLED: W22 - Signed Date Company PO 1728-1 JOB 31603F3 7 R36 TYPE 2199 S/ 6/93 E EQ Q ' D 3 OF 4 F3 Sx6 1x31,1 4x6 lx 3w 3x4 1x31,1 3x4 3x4 1x31-1 4x6 22' x61,1 6x6 .: -: WOOD .- 3.6 P9-5 P 3x6 PR-SP J13 STRUCTURES INC N � Biddeford;ME 3x IGM16 PR-SP - 3x 10M 16 PR-SP _ 1 ME WATS: 800-339-0716 22' x401 5x10 4x8 - 3x4 1x311 1x31,0 4x.8 4x10 .. epi Out-Of-State: 804341-9612 TC 32 i 29 i 29 : 29 12 29 Z' 30 i 2d 30 4 29 12 29 z 33 EC 32 z 59 59 1 30 U 21 1 30 1 1 59 1 33 27-00-00 - This truss isdesigned inaccordance with TOLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=318"/0.75*=423,L/LL DEF= 318"/0.44"=719, LAMB=O 1/9" thee latest revisions of TPI and/or PCT,and will be TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1503 3.50 16 GA. M16 PLATES 144 PSI NET (MAX) sealed by a professional engineeerinthe state orstates BCDL= 5.0 PSF CONFORMS TO PCT-80 J13= -1503 3.50 required(upon request)after approval of this plotted MITES INDUSTRIES, INC. elevation to assure compliance with design concept JEFFERS Q31937 REPETITIVE INCR - and actual jobsite conditions. ----- TOP CHORD - CSR= 0.975----- --- BOTTOM CHORD - CSR= 0.894--- ------- WEBS - CSR= 0.706------- 4X 2 240OF-2.OE M SYP *EXCEPT* 4X 2 240OF-2.OE M SYP 4X 2 STUD GRADE SPF *EXCEPT* C 1 IS 4X 2 STUD GRADE SPF C14= 0 C17= 5120 C20= 3258 W 1,17 ARE 4X 2 1650F-1.5E M SPF C 1= -1497 C 6= -5347 C11= -1889 C15= 3229 C18= 5120 C21= 0 W 3= 2327 W 7= 449 W13- -196 C 2= -1867 C 7= -5347 C12= -1888 C16= 5120 C19- 4990 W 2= -299 W 8- -352 W14= 1309 C 3= -1867 C 8= -5120 C13= 2 W 3= -1749 W 9= 283 W15= -1685 C 4= -4319 C 9= -4270 W 4= 1333 W10= -184 W16= -332 i V C 5= -4319 CIO= -4270 W 5= -268 W11= 204 W17= 2346 INSPECTED PLANT NO 82 - W 6= -844 W12= -1058 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO Truss Manufacturer-Member of TPI FABRICATION. 2. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS FIELD VERIFICATION OTHERWISE INDICATED ON THE PLOT. 3. RECOMMEND 2X6 STRONGBACXS (ON EDGE) SPACED AT 30 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. ❑ APPROVED 4. FOLLOWING CHORDS ARE DOUBLED: C12 ❑ :APPROVED AS NOTED S. FOLLOWING WEBS ARE DOUBLED: W17 ❑ NOT APPROVED Approval of this drawing verifies that dimensions and quantities indicated conform to actual job site requirements. Signed Date PO 1732-1 Company / JOB 31603F3 V08. 35 7 BEO ° D TYPE 2199 5/ 6/93 3 OF u F3 - 5x6 1x ''Iy 4x6 1xgy 3x4 1x3ia 3x4 3x4 1x341 4x6 22 11'x61,1 6xG UYotf J13 3�6 P9-SP 3.6 PR-SP C ! V o! N x4 7 � 3� 10M15 FR-SP - 3x10M16 PR-SP J1 2ix4ju 5x10 4x8 3x4 1x 3w 1x31,1- 4x8 4x10 ME Out-C TC 32 1 29 z 29 z 29 i 29 z 30 21: 30 29 z 29 1 33 BC 3212 59 59 1 30 21 30 59 I 33 27-00-00 This trus TCLL= 50.0 PSF SPACING = 1-09-00 REACTIONS MIN L/DEF=318"/0.75"=923,E/LL DEF= 318"/0.94"=719, CAMS=O 1/9" thee latest ieVlsionlOn. TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1503 3 .50 16 GA. M16 PLATES 144 PSI NET (MAX) sealed by a profess': BCDL= 5.0 PSF CONFORMS TO PCT-80 J13= -1503 3 .50 required(upon rec. MITEK INDUSTRIES, INC. elevation to assure JEFFERS 031937 REPETITIVE INCH and actual jobsite�. ----- TOP CHORD - CSR= 0.975----- --- BOTTOM CHORD - CSR= 0.894--- ------- WEBS - CSR= 0.706------- 4X 2 240OF-2 .OE M SYP •EXCEPT- 4X 2 240OF-2.OE M SYP 4X 2 STUD GRADE SPF 'EXCEPT• C 1 IS 4X 2 STUD GRADE SPF C14= 0 C17= 5120 C20= 3258 W 1,17 ARE 4X 2 165OF-1.5E M SPF C 1= -1497 C 6= -5347 C11= -1889 C15= 3229 CIS= 5120 C21= 0 W 1= 2327 W 7= 449 W13= -196 C 2= -1867 C 7= -5347 C12= -1888 C16= 5120 C19= 4990 W 2= -299 W 8= -352 W14= 1309 C 3= -1867 C 8= -5120 C13= 2 W 3= -1749 W 9= 283 W15= -1685 C 4= -4319 C 9= -4270 _ W 4= 1333 W10= -184 W16= -332 C 5= -4319 CIO= -4270 W 5= -268 W11= 204 W17= 2346 (NSPE, W 6= -844 W12= -1058 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO - Trus;Ala7 FABRICATION. 2. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS OTHERWISE INDICATED ON THE PLOT. FIE- 3. RECOMMEND 2X6 <_TRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-IOD NAILS. -, STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. ❑ APPROVEL 4. FOLLOWING CHORDS ARE DOUBLED: C12 ❑ APPROVEC 5. FOLLOWING WEBS ARE DOUBLED: W17 ❑-�NOT APPR Approval of this and quantities inc site requirements. Signed Po 1732-1 Company -, ,I 2 oIn I, N M Ll Q Ln X U tj af CY O v L, F-7- C. -2C ' cr �QYG W,7Zr t-T SSOL . ol- A t,L- 4- i'!'..Tw 6 ori ML)S T � ��LIZ I Ft� �oQ/� ��`�c Tv2�S >✓/� PO v08.85 JOB 31603T1 � T2 13 BEO ' D TYPE 799 5/ 6/93 4 OF 4 //-7YPE tT/' C�EG?D 05 S/�OWN)TWOOD pLE/SE UEe/�Y yP� ITZ eEc�lh ��T�QPOEO G�scEs� STRUCTURES 12 6,6 = INC '' 8iddefocd,ME 21,4 t 21.9 0 4.6 "e 4.6r - 0 o ME WATS: 800-339-0716 0 M `_ =o Out-Of-State:800341-9612 V 3�IOMIfe 1< - 4• 12 c 4.4 M .. 4.4 4. 12 - J1 JS This truss is designed in accordance with TC 1121 8-09-13 7-02-03 7-02-03 8-09-13 t 2 thee latest revisions of TPI and/or PCT,and will be 8e 11-02-09 9-06-15 11-02-09 scaled by a professional engineer in the state or states - l required(upon request)after approval of this plotted 32-00-00 elevation to assure compliance with design concept TOLL= 30.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 321/1.37"= 279, CAY.B= 0 1/2" LL-L/t EF cSZ/-$7¢ • 41,9 and actual jobsite conditions. TCDL- 7.0 PSF INCR:P=1.15 L=1.15 A LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) BOLL= 0.0 PSF BUTT CUT= 0 7/16" J 1= -1577 5.5 BCDL= 10.0 PSF J 5= -1578 5.5 MITEK INDUSTRIES, INC. JEFFERS 031937 CONFORMS TO TPI 91 REPETITIVE INCH µJ56 ACA ----- TOP CHORD - CSR= 0.759----- --- BOTTOM CHORD - CSR= 0.907--- ----- REBS - CSR= .669------- 114 TITUTZ 2X 6 165OF-1.5E M SPF 2X 4 240OF-2.OE M SYP 2X 4 STUD G RJYD.E5 F, INSPECTED PLANT NO 82 C 1= -6902 C 3= -6083 C 5= 6819 C 6= 4721 C 7= 6819 w 1= -933 W 3= 45"5•' 3 -0 U -NUI AYYKii*'t. C 2. -6083 C 4= -6902 --------STEP DOWN LUMBER-------- W 2- 1455 W 4= - - C 6 2X 4 210017-1.8E M SPF .J 9� '4UvE5 AS .GO�zuECTEn Trrcu Man jauxrm•Member of TPI .1 PE-VISE AND RE-SUBMIT 1. TRUSS NOT DESIGNED FOR PLASTER CEILING. . (SPN/DEFL RATIO LESS THAN 360. ) L. 2. _IEF`OVERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. Jyc•„ ql= •..1.,.,+„w .rhwc's.+y.ce+c. FIELDVERIFiCAT[ON 3. 'RIGHT OVERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. wJ+N .+a aenon++u .l•: ••. 41erm:•:�. e...+ .n «•.t." C3 APPROVED ... -. -er,..•.c .• ,•. �s a•.: IM �•b•"Mly O APPROVED AS NOTED ..„•., ..�ey .. ,,. e.o.:,.,i« ...,.. , se ,.c�.:. ... p NOT APPROVED. .enrw+c.:e.: e+e ler ..aQelwlie. it 9w .�6 el .p 1•.e++_ aY - • - _ Approval of this drawing verifies that dimensions and quantities indicated conform to actual job OATE y �� site requirements. 4UoF�) w._ viJ Mir 4 Signed Date (.(1nilllllM(, eN(jl'Je t e5 Company P n._ t 6 n 1 -I v08.85 31603T1 # T2 13 BEO ' D 5/ 6/93 4 //-TYPE `T/, zn-7D (/15 5110 VIN) 2- Tj'PE- 1%2' �FE67�/��„��T�PdPGE.D,GdSLES� WOOD 7sE vE,ei� ..STRUCTURES n 6.6 V08.35 JOB 31603F1 i1 PEO ' 0 TYPE 2499 - 5/ 6/93 1 OF 4 F1 4x6 1x3111 4x8 1x31,1 3 x 4 1x3111 3x4 3.4 1x31u 3x4 1x31;1 4x8 1. 31,1 4X6 W��D 3xlOMl6 PR-SP 1x4 .� STRUCTURES 3. 10M16 PR-SP I INC.V_ Biddeford,ME 1 J-1-6-1 MF.WA-tS&M-33fi-0716 J 1 px 4x 10 21 x 410 Out-Of-State: 800-341-9612 , i Ix 3x6 lx3u1 1x3111 3x6 8 22 x 4,,, 4x 1p 4 8 , 1 32 i , 30 1 22 : 30 29 i 29 i 29 i 29 : TC 32 i 29 z 29 : 29 , 29 a x I 59 I 59 32 2 6C 32 i 59 1 59 30 22 i 30 4 32-00-00 This truss is designed in accordanurj4 TOLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379"/1.36"=279,L/LL DEF= 379"/0.80"=474 , LAMB=O 1/2" thee latest revisions of TPI and/or PCT.and 141, sealed by a professional engineeer in the suw*x tes TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BAG(IN) 20 GA. M16 PLATES 199 PSI GRT (MAX) required(upon request)after approsal of thud BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1792 3.50 i6 GA. MI6 PLATES 194 PTI NET (MAX) elevation to assure compliance with design BCDL= 5.0 PTF CONFORMS TO PCT-80 J16= -1792 3 .50 REPETITIVE INCH - and actual jobsite conditions. MITEK INDUSTRIES, INC. JEFFERS 031937 -- WEBS - CSR= 0.958------- - TOP CHORD - CSR= 0.907----- --- BOTTOM CHORD - CSR= 0.958--- 4X 2 STUD GRADE SPF -EXCEPT• 4X 2 210OF-1 .8E M SPF -EXCEPT* 4X 2 210OF-1.8E M SPF. 0 . W 1,20 ARE 4X 2 165OF-1.5E M SPF -401- #�:�UTA C 1,15 ARE 4X 2 STUD GRADE SPF C20= 7595 C22= 6515 C29= W 1= 2810 W 5= -263 W 9=C 1= -1786 C 4= -5467 C 7= -7222 C21= 7545 C23= 9027 W 2= -299 W 6= -1318 W10= 11 �µC 2= -2254 C 5= -5967 C 8= -7595 W 3= -2229 W 7= 889 - t C 3= -2254 C 6= -7222 W 4= 1810 W 8= r--2273 INSPECTED PLANT NO 82 VPVcC'� 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION TA PAIOA T�1 r,�T i.YPKOYtL Truss ManujaUurn-Mcmbnofl$ FABRICATION. 2. .PLATING CONFORMS TO TPI RULES . ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS RF V•C !��£��LT FIELD VES OTHERWISE INDICATED ON THE PLOT. J 3. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACi(-'4'wtviiSew; � O!•dN I, °M•M C°,.«p,p,O[• Wel" M C.STRONGBACKS TO BE ATTACHED TO WALLS1, 4T THEIR, W2OTER ENDS OR RESTRAINED BY OTHER MLANS. F[iAPPROVED4. FOLLOWING WEBS ARE DOUBLED: W 1, • � ,"".°tl•.<" •11�'"• 'niwPROVED AS NOTEDOT APPROVED w.•, Jd «o .w L°,:<dl o" ,.acs IM4 Mc01i•in�e. Approval of this drawing verifies that ons yuantiueS indicated conform to a%b site requirements: - FO6ck1 M. M11Mv4 r �S�U11A 11:5 Signed Date Z_ eoH,wll,.e tr+G.�etu Company ww Po 1694-1 I 1 31 603F 1 V06.35 i1 PEQ ' D Dacia 5/ 6/93 - - _ 1 OF 4 F1 1x341 4x8 1x3111 3x4 1x301 3x4 3x4 1x3111 3x4 1x31,1 4x8 Is 3111 4x - - w0 D 3• IOM16 PR-SP -3- I-OMI6 PR-SP - STRUCTURES F ' .I tic . C. - Biddeford ME J1G Y 4x10 4x8 3x6 1x31,1 1x3111 3x6 4x8 4x10 22x4'it MEWA1g-900339=-0716 Out-Of-State: 800-341-9612 2 29 2 29 2 29 2 29 2 30 22 2 30 29 2 29 z 29 z 29 z 32 2 2 59 I 59 1 30 4 1 22 2 1 30 59 59 32 2 32-00-00 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379"/1.36-=279,L/LL DEF= 379"/0.80"=474, CAM-=O 1/2" This truss is designed in accordance with : PSF INCREASE= 1 .00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) thee latest revisions of.TPI and/or PCT,and willhe PSF DEPTH = 2-00-00 J 1= —1792 3.50 16 GA. M16 PLATES 144 PSI NET (MAX) sealed by a professional engineer in the state or states PSF CONFORMS TO PCT-80 J16= —1792 3.50 required(upon request)after approval of this plotted :TRIES, INC. _337 REPETITIVE INCR andelevationual jassureonditianCe with design Concept ' and actual jobsite conditions. :-ORD — CSR= 0.907----- --- BOTTOM CHORD — CSR= 0.958--- — WEBS CSR— 0.958------- _ -_ .8E M SPF 'EXCEPT- 4X 2 210OF-1.8E M SPF. 4X 2 STUD GRADE SPF 'EXCEPT' dX 2 STUD GRADE SPF C20= 7545 C22= 6515 C24= 0 W 1, 20 ARE 4X 2 1650F-1 .5E M SPF - 4= —5467 C 7 —7222 C21= 7545 C23= 4027 W 1= 2810 W 5= —263 W 9= —401' 5= —5467 C 8= —7545 W 2= —299 W 6= —1318 W10= 11 Jg5 x'tA - 6= —7222 w 3= —2229 W 7= 889 W 4= 1810 W 8= —273 - INS ITU A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION TR PRIOR PRIOR TO— INSPECTED PLANT NO 82 .TION. V•A PPFlCJ3't9DLJ NOT APPH OYti CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS IRjsFlnr7aF6VE® ;,jE.C"VAtFC14egESS Truss ManujQaurn-MembraojTP/ -:SE INDICATED ON THE PLOT. J AtY' :END 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACgMf3kW;kWWAD3-REft WAtxTLS. ;BACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER ANS. FIELD VERIFICATION :NG WEBS ARE DOUBLED: W 1, W 4, WIT, W20 ;,..eEippewf.M <e..elT. - 'M M.d..y..e..o.MMx► ...IM .+d ceneli..c• �H.•b Inle•er.'Iw .I•« In rM G• ❑ APPROVED •r.d [k,u ^r, fe•h•:r., I. •oe.rvbl• lee d'•n•nJ..•••• ,.1,..•.. ..d <o,..ol.d .1-ro. :eb da: 1.1 I.L.I.aI.. •_. - ❑ APPROVED AS NOTED EM.Ip wl.ln ro •w bepa.flen .r.c..E•• .r .. HcllA... ❑ NOT APPROVED. ,pt..c.4: .M M se.Nin.Eia� .1 f1. Vwk M all 0.d.• n A �_ Approval of this drawing verifies that dimensions 6Y 1r and quantities indicated conform to actual job F DATE 'n ��/ 3 site requirements. 7 L 'xOd�K1 M. RUm✓� r ASSOCIATES Signed - Date CVe•..�U u.G EwG•w!!lS ru PO 1644-1 Company JOB 3 1 G 0 3 F 2 2 TYPE �Z' kt'RP rZ-P21Y- ToT,dL. reussEs) Vo6V35 TYPE 2799 5/ 6/93 _ - - 2 OF 4 F2 9x 122M16 9- 122M16 5x 22x6'1' 5x 22x6'1' Sx6 22x61,1 5x6 5 x 6 22x641 5x6 22x61,1 5 x 6 22x61-1 WOOD 3.6 PR-SP 3.6 PR-SP 3.6 PR-SP 3+6 PR-SP STRUCTURES _ N INC .Biddeford,ME 3+6 PR-SP 3x71M16 PR-SP 3, IOM 16 PR-SP 3+ 1OM16 PR-SP ye7$ zsi6 Fill22 x 61i1 27zr6yr 7x 15M 16 1 7 ME WATS:800-339-0716 212x61d 5x12 5x10 5x8 22x61d 5x8 5 x 6 3x8111 22x61-1 'Out-Of-State: 800.341-9612 TC 32 2 29 ; 1 29 2 29 2 1 29 2 30 u 122 2 30 2 29 2 29 2 26 2 28 2 30 BC 32 2 I 59 59 30 4 1 22 ; 1 30 59 I 26 3 5 fl 28 2 30 v 32-00-00 1 . This trussisdesigned in accordance with TOLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379"/0.880=430,L/LL DEF= 379"/0.52'=731, CAM_=0 3/8' thee latest revisions of TFI and/or PCT,and will be TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 258 PSI GRS (MAX) sealed byaprofessional engineeer in the state or states BCLL= 0 .0 PSF DEPTH = 2-00-00 J 1= -2636 3 .50 16 GA. M16 PLATES 218 PSI NET (MAX) BCDL= 5.0 PSF CONFORMS TO PCT-80 J17= -6305 3 .50 *' SEE NOTE ON MULTI-PLY '• �PPROVED [] NOI n required(upon request)after approval of this plotted MITEK INDUSTRIES, INC. 4e�XKOn to assure compliance with design concept J EFFERS Q31937 13 AFPFr ZVVr-{YFAgtU(DRRECTED and actual jobsite conditions. - - ----- TOP CHORD - CSR= 0.786----- --- BOTTOM CHORD - CSR= 0 .749--- ------- WEBS - CSR= 0 .775-----e REVISE AND RESU8MIT - 4X 2 2400E-2 .OE M SYP 'EXCEPT' 4X 2 240OF-2.OE M SYP 4X 2 NO 2 SYP 'EXCEPT' C 1,16 ARE 4X 2 NO 2 SYP C17= 0 C21= 17427 C25= 11739 W 2, 5 ARE 4X 4 STANDARD DOUG EOctlghMr +.. cds0.,,c. do M.rr.Oc ec.ot en• C 1= -2625 C 7=-13584 C13=-16727 C18= 16727 C22= 15689 C26= 6712 W 8,13 ARE 4X 4 STANDARD DOUG LSI«! .. - C 2= -3622 C 8=-15689 C14= -8316 C19= 16727 C23= 15689 C27= 0 W36,21 ARE 4X 4 STANDARD DOUG EJ„ pK=.4.r, C�,.,O�„ ;, ,,.,o0.:e:. Im l� O''•.• '305 A�1 C 3= -3622 C 9=-17096 C15= -8316 C20= 16727 C24= 15689 W 1= 4410 W 9= -2562 W17= 307�Qr_� .e t` 7'd C 4= -9440 C10=-17096 C16= -6264 - '« " •''"` ' � ' "' r ` r0. ' 1 VT W 2= -297 W30= 601 W18= 1099 r .o1-. - ti ; C 5= -9940 C11=-17569 W 3= -3792 W31= -571 W19= 423 «1 .•c a. c«,e�0cre. e�•.w INSPECTED PLANT NO 82 C 6=-13584 C12=-17569 W 4= 3348 X12= 1713 W20=-104h-1 W 5= -247 W13= -539 W21= -87 r. W 6= -2822 W14= -406 W22= 10325 ---- "__ ---- Truss.Manufacturcr-MemberofTPI W 7= 2264 W15= 174 W 8= -22 W16= -557 !TATE L_¢ FIELDVERIFICATION 1.� TWO BLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. !t 2. PROVIDE .It COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO' ... r3 ❑ APPROVED - FABRICATION. ❑ APPROVED AS NOTED 3. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD 'UNLESS - '`�� ' OTHERWISE INDICATED ON THE PLOT. ❑ NOT APPROVED 4. ADDITIONAL CONCENTRATED LOADS: J19= 2678.0 LB, J20= 2678.0 LB, 5. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE Approval of this drawing verifies that dimensions ., RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER .AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. and gURRtlIleS IDdlCated conform t0 actual job 6. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. Site requirements. 7. FOLLOWING CHORDS ARE DOUBLED: C 2-C15, C17-C27 8. FOLLOWING WEBS ARE DOUBLED: W22 - Signed Date Company PO 1728-1 16 0 3 F 2 2- 7YPE x2x � � (Z-/�lr- roT1G if r.ZUS5Es) V08.35 3 5/ 6/93 - - - 2 OF 4 F2 - - x 61n 5x 6 2z x 61.1 5x g 2! x 6i,i x x ! x n 9x 12? M16 - 9x 12z M16 z 5 6 5 6 2a 6. 5x 6 2a x 6a1 Sx 6 2z x 61,1 WODD 3.6 PR-SP 3x6 PR-SP 3x6 PR-SP 3"6 PR-SP .STRUCTURES K. Biddeford,ME 3x6 PR-SP J. 11 M16 PR-3P 3. 10M16 PR-SP3- 10M16 PR-SP wi8 Isis 1 2 5 x 22' x 61�' 2'/z+� 7x 15 M 16 J 1 7 ME WATS:800-339-0716 10 5x 8 22 x 61d 5x 8 5x 6 3x 8h1 22' x 6h1 'Out-Of-State: 800-341-9612 292 29 i 29 z 29 30 22 z 30 29 z 29 i 26 zl 28 1 1 30 59 59 1 30 4 1 22 i 1 30 v 1 59 1 26 q 5121 28 2' 1 30 v 32-00-00 - This trussisdesigned in accordance with SPACING = 1-09-00 REACTIONS MIN 20 DEA=379"/PLATES 9258 PSL DEF= 379"/0.52"=731 , CAMS=O 3/8" thee latest revisions of TPI and/or PCT,and will be INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 258 PSI GAS (MAX) DEPTH = 2-00-00 J 1= -2636 3 .50 16 GA. M16 PLATES 218 PSI NET (MAX) sealed by a professional engineer in the state or states CONFORMS TO PCT-80 J17= -6305 3.50 SEE NOTE ON MULTI-PLY "" �PPROVED required(upon request)after approval of this plotted S, INC. [] NO A P�9Y&On to assure compliance with design concept " AEPkDVrcVFA9 RRECTED and actual jobsite conditions. - CSR= 0-786----- --- BOTTOM CHORD - CSR= 0.749--- ------- WEBS - CSR= 0.775-----EJ REVISE AND RESUBMIT M SYP *EXCEPT" 4X 2 240OF-2.OE M SYP 4X 2 NO 2 SYP "EXCEPT" NO 2 SYP C17= 0 C21= 17427 C25= 11739 W 2, 5 ARE 4X 4 STANDARD DOUG E'bctbp b .Nr rw cMaa..x. riw bJMla"c "e,ot en. =-13584 C13=-1.6727 C18= 16727 C22= 15689 C26= 6712 W 8,13 ARE 4X 4 STANDARD DOUG 1611«, w <...,aia.<" .�n rn. :.b�m..'�o. a;•. " .., C., -15689 C19= -8316 C79= 16727 C23= 15689 C27= 0 W16,21 ARE 4X 4 STANDARD DOUG E;J." � c....".m q .,,..",;ei. fe. .�,• , ...• L. J55 AL^ --17096 C15= -8316 C20= 16727 C24= 15689 W 1= 4410 W 9= -2562 W17= 107xQ,,,,,,.� 4µ 7•a -17096 C16= -6264 W 3= -297 W70= 601 W18= ""' '- -"-"'r.; ,"• ;.1",.,re.a"-' -17569 1099 _ .en a e• ,_x.-,_ INSPECTED PLANT NO 82 W 3= -3792 w11= -571 W19= 92i�3 - -17569 W 4= 3348 W12= 1713 W20--10911"' W 5= -247 W13= -539 W21= -87 - W 6 -2822 W14= -406 w22= 1031Y -- � ' -- Trur3.Manufacturer-Member of7Pl W 7= 2264 W15= 174 W 8= -22 W16= -557 ':)ATE 44' FIELD VERIFICATION _S MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. - COPY OF THIS 'DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO' r;{ Cl APPROVED . - ; lL :._�c:s TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD VNE55 ❑ APPROVED AS NOTED :NDIC " El NOT APPROVED NDI GATED ON THE PLOT. CONCENTRATED LOADS: 319= 2678 .0 LB, J20= 2678.0 LB. 'TIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE Approval of this drawing verifies that dimensions :LITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. and quantities indicated conform to actual job 2X6 STRONGBACRS (ON EDGE) SPACED AT 30 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. 'S TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. site requirements. CHORDS ARE DOUBLED: C 2-C15, C17-C27 - WEBS ARE DOUBLED: W22 - Signed Date PO 1728-1 Company ., JOB 31603F3 7 REVQ� 3D TYPE 2199 5/ 6/93 - 3 OF 4 F3 5* 6 1x3y 4x 1s3y 3x4 1s3a1 3x4 3x4 1x311[ 4x6 2zxGgi 6x 1 3 WOOD 3�6 PR-SP 3^6 PR-SP STRUCTURES i4 1�4 �BrddefardME 3. 10MIS PR-SP 3- 10M16 PR-SP 2 i * 4 S s 10 4 x 8 3 x 4 1% 3 i 1 x 3 4* 8 4% 10 ME WATS: 800-339-0716Out-Of-State: 800-341-9612 TC 32 z 29 L 29 z 29 z 29 z 30 1 21 30 4 29 z 29 z 33 EC 32 z 59 59 30 u 21 30 4' 59 33 27-00-00 - - This truss is designed in accordance with TCLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=318"/0.75"=423,L/LL DEF= 318"/0.44"=719, CAMB=O 1/4" theelatestreistrusofTPIandinaccTrdance with TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) l be BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1503 3.50 16 GA. M16 PLATES 144 PSI NET (MAX) sealed by a professional engineer in the state or states BCDL= 5.0 PSF CONFORMS TO PCT-80 J13= -1503 3.50 required(upon request)after approval of this plotted MITER INDUSTRIES, INC. elevation to assure compliance with design concept JEFFERS Q31937 REPETITIVE INCH - and actualJobslte conditions. ----- TOP CHORD - CSR= 0.975----- --- BOTTOM CHORD - CSR= 0. 894--- ------- WEBS - CSR= 0.706------- 4X 2 2400E-2.OE M SYP 'EXCEPT- 4X 2 240OF-2.OE M SYP 4X 2 STUD GRADE SPF *EXCEPT* - C 1 IS 4X 2 STUD GRADE SPF C14= 0 C17= 5120 C20= 3258 W 1,17 ARE 4X 2 1650F-1.5E M SPF C 1= -1497 C 6= -5347 C11= -1889 C15= 3229 C18= 5120 C21= 0 W 1= 2327 W 7= 449 W13= -196 C 2= -1867 C 7= -5347 C12= -1888 C16= 5120 C19= 4990 W 2= -299 W S= -352 W14= 1309 JSF' A�4 C 3= -1867 C 8= -5120 C13= 2 W 3= -1749 W 9= 283 W15= -1685 C 4= -4319 C 9= -4270 W 4= 1333 W10= -184 W16= -332 C 5= -4319 CIO= -4270 W 5= -268 W11= 204 W17= 2346 INSPECTED PLANT NO 82 . W 6= -844 W12= -1058 - 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO Truss Manufaaurer-Member ofTH FABRICATION. 2. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS FIELD VERIFICATION OTHERWISE INDICATED ON THE PLOT. 3. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. ❑ APPROVED 4. FOLLOWING CHORDS ARE DOUBLED: C12 - S. FOLLOWING WEBS ARE DOUBLED: W17 ❑ APPROVED AS NOTED - ❑ �NOT APPROVED ' Approval of this drawing verifies that dimensions and quantities indicated conform to actual job site requirements. Signed. - -Date PO 1732-1 Company (' CA IQ -77 o �r - { LO I _ M Q rQ 0 V,fkf "� o M0. F-2 C-,lrzD i Ar Q a- kD N G. T- /J - LL I; ppvG I-jLe-rw ( �2 !_� ATO ST�•A� � 'u �,a,,, �� A R r� Aw "L, L5s6:5 Az= � �\ / r , 16 0,?C-- i /tri /i';.�N�,or� /1fJST YLIZIFI� cQ� ��"�cTv2�S /N � PO VO8. 85 JOB 31603T1 � T2 13 BEQ ' D TYPE 799 S/ 6/93 4 OF 4 //-TYPE1T/, ,C ca [//jS 5110 PVN) 2 TjPE '%Z' �EQ'h. ��TP<IPPED Gr15cE5� WOOD STRUCTURES 6+6� .INC :'_giddefDrd,! 12 21,n 2i•4 0 st•6 'e 4.B-� - o ME WATS: 800.339-0716 y _ Out-Of-State: 800-341-9612 0 G7 012 = 4,4 1' Y•0 y 9- 12 — F 1 J5 This truss is designed in accordance TC 1121 8-09-13 7-02-03 7-02-03 8-09-13 12 thee latest revisions of TPI and/or PCT,and w6C 1 1-02-09 9-06-I S 11-02-09 sealed by a professional engineer in the state( required(upon request)after approval of this 1 ' 32-00-00 elevation to assure compliance with design con TOLL= 30.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 32•/1.37'= 279, CAY.B= 0 1/2' LL L/t, F Z1.e,74 + 4SI and actual jobsite conditions. TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRS (MAX) BCLL= 0.0 PSF BUTT CUT= 0 7/16' J 1= -1577 5.5 BCDL= 10.0 PSF J 5= -1578 5.5 MITER INDUSTRIES, INC. JEFFERS Q31937 CONFORMS TO TPI 91 REPETITIVE INCR µJ5 &'Sblo�t- 2X ----- TOP CHORD - CSR= 0.759----- --- BOTTOM CHORD - CSR= 0.907--- ----- WEBS - CSR= .669------- L 6 1650E-1.5E M SPF 2X 4 240OF-2.OE M SYP 2X 4 STUD GRYDE S�F ryV( ^irks. eea INSPECTED PLANT NO 82 C 1= -6902 C 3= -6083 C 5= 6819 C 6= 4721 C 7= 6819 W 1= -933 W 3= q�5'` ;� C 2= -6083 C 4= -6902 --------STEP DOWN LUMBER-------- W 2= 1455 W 4= _94ikROVEJ a.S C;Ot++ECTED - C 6 2X 4 210OF-1.8E M SPF --7 ^EYISE AND- Rj-Sl18MIT Trust Manufadurn-Mcmbn Df 7P/ 1. TRUSS NOT DESIGNED FOR PLASTER CEILING. . (SPN/DEFL RATIO LESS THAN 360. ) Jf! ' 2. JIEZZ_OVERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. .wct�,ei, w,htaae.to.....w .±t�w.u..b+<e+c.n.rt.. - FIELD VERIFICATION 3. 'RIGHT OVERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. ...+.r .+e ceno��.+cr .P: .•. �+te.m:.:o+ o •+ .• •a.C•. O APPROVED ,. .•. .,. -.,.«,..e .r ei. .+•.: ta, ;.w�...tw.. .,. C3 APPROVED AS NOTED a....... ..nq •- p NOT APPROVED. :e.at..n:e+; ew tar c•orGleetlaa W 11. .6k a 3Y f—j . _ - Approval of this drawing verifies that dime 2 and quantities indicated Conform to actual DATE (efI 7 _ . site requirements. P(ibFrf w•. i�MA/' ♦ A.S�iJV%+/t' Signed Date CU.-xurir..4 lr+V wtt¢a - ••`t Company Pn__ 1F41 -t .._._-- PO V08.85 1603T1 � T2 13 RE010 5/ G/93 • 4 //-TYPE t T1" le6a- D ��5 51101'1/`1) 2 TjPE 'TZ' �EG71/S (�TPdPPEO Gr15LES� WOOD STRUCTURES 1� I.Ea - • 21.4 21'4 _ 4.6 � ME WATS:800-339-0716 Out-Of-State: 800-341-9612 � .. 3XIOKIfeY '� 4. 12 = 4>4 4 4.4 I� 4> 12 = FJ 11 This truss is designed in accordance aith 12 8-09-13 7-02-03 7-02-03 8-09-13 12 thee latest revisions of TPI and/or PCT,and will be 11-02-09 9-06-15 11-02-09 scaled by a professional engineer in the state or states required(upon request)after approval of this plotted 32-00-00 elevation to assure compliance with design concept ?SF SPACING = 2-00-00 REACTIONS MIN L/DEF= 32'/1.37"= 279, LAMB= 0 1/2" LL L16EF =3Z/.b74 c -4$1 and actual jobsite conditions. ?SF INCR:P=1.15 L=1.15 (LBS) BRGIIN) 20 GA. 1.120 PLATES 199 PSI GRS tMAX) ?SF BUTT CUT= 0 7/16" J 1= -1577 5.5 ?SF J 5= -1578 5.5 -RIES, INC. F37 CONFORMS TO TPI 91 REPETITIVE INCR J55 AC1 -,RD - CSR= 0.759----- --- BOTTOM CHORD - CSR= 0.907--- ----- WEBS - CSRt/p 669------- UT : 550F-1.5E M SPF 2X 4 2400F-2.OE M SYP 2X 9 STUD G-R" E ,S F INSPECTED PLANT NO 82 3= -6083 C 5= 6819 C 6= 4721 C 7= 6819 W 1= -933 W 3= {T�'��4.5v' - �`J LJ -NUI Ae?k iili_, --------STEP DOWN LUMBER-------- W 2= 1455 W 4- 4- -6902 C 6 2X 4 2100F-1.8E M SPF _i 9a3t>ip.(OYE'J aS ,Cpu"aECTED I P2YiSE AND R'CS13BK CT Trust Manufadura-rY7embnofTPI ::DT DESIGNED FOR PLASTER CEILING. (SPN/DEFL RATIO LESS THAN 360. ) :ERHANG DISTANCE ALONG THE BOTTOM EDGE IS 1-00-02. Jwalp�, v+hlwc..!:"..w .Mw.'s_b,c.+uN.!IM FIELD VERIFICATION '.'.ERHANG DISTANCE ALONG THE BOTTOM EDGE -IS 1-00-02. rd... .+a mnvn„c. .L•• .•. Llv.m:•:.. e..., a ••..t.• c,<.-....,. C.......... :. ......aei. ,., e:.....w... 13 APPROVED ,.-.•• ... -a...•.a .� ,” "s ,+•.: t., �,�•"•».. .,, - O APPROVED AS NOTED „.,,,., ..,, ",. ,.a,t..•! . .< _ , !" ....,. p NOT APPROVED. ..aElwlie.•i1 .t .4 by (t e ' - _ Approval of this drawing verifies that dimensions and quantities indicated conform to actual job site requirements. - Signed Date "`I Company v08.35 70B 11603F1 i1 PEO ' 0 TYPE 2439 5/ 6/93 1 nF q FI 3 x 11 tlx 1 x 31,1 4 x 6OpD .��++T ❑❑C�pp 4x6 1x31.1 4x8 1x3111 3x4 1x31,1 3X4 3x4 1x31,1 x4 1 31 tl 8 5T11Uk�TUfICJ 3. 10M 16 PR-SP 3�IOM16 PR-SP - Ix� I -INC•. staaefDta,Me J 16 ME WA•tS`,&o¢33A-0716 J1 u x $ 4 x 10 2! x 4111 out-of-state: 804341.9612 2z x41,1 4x10 4x8 3x6 1x3111 113111 3x6 TC 32 1 29 a 29 ? 29 12 29 21 30 c 22 i 30 1 29 2 29 i 29 i 29 i 32 i 1 1 22 z 30 d 59 I 59 32 z 8C 32 a 59 I 59 30 32-00-00 This truss is designed in accordaneegi latest revisions of TPI and/or PCT•and wait TOLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379•/1.36'=279,L/LL DEF= 379'/0.80'=474, CAMH=O 1/2" thee scaled byaprofcssionalengirreerinthesuse«ibe,, TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRT (MAX) BOLL= 0.0 PSF- DEPTH = 2-00-00 J 1= -1792 3.50 16 GA. M16 PLATES 144 PTI NET (MAX) required(upon request)after approval of th'rp BCDL= 5.0 PSF CONFORMS TO PCT-80 J16= —1792 3.50 elevation to assure compliance%ith design Mft MITEN INDUSTRIES, INC. REPETITIVE INCR - and actual jobsite conditions. JEFFERS Q31937 ____ — BOTTOM CHORD — CSR= 0.958--- ------- WEBS — CSR= 0.958------- . TOP CHORD — CSR= 0.907-7777 -- 4X 2 STUD GRADE SPF -EXCEPT' 4X 2 2100E71.8E M SPF -EXCEPT. 4X 2 7100F-1.8E M SPF, C 1,15 ARE 9X 2 STUD GRADE SPF C20= 7545 C22= 6515 C24= 0 - W 1,20 ARE 4X 2 1650F-1.5E M TPF 5S nL T C 1= —1786 C 4= —5467 C 7= —7222 C21- 7545 C23= 4027 —299 W 6= —1318 W10= 11 V T W 1= 2810 W 5= —263 W 9= —401 1 . C 2= —2254 C 5= —5467 C 8= —7545 W 2= ,rµ L W 3= —2229 w 7= 889 t C 3= —2254- C 6=. —7222 W 4= 1810 W 8= —22/73 INSPECTEO PLANT NO 87 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION l.,S. PP�`.•I pg,-PRIOR T LI N01 ^PPKUYK FABRICATION. 11�/'''•,T�)LV,tgV® Xr E�. Q� V��ETT Tr"Manufaaurer-Memaerofl3`' 2. _PLATING CONFORMS TO TPI RULES. - ALL PLATES ARE ri20 PLATES WITH SLOT DIAECTION , Pl. �J•e /• OTHERWISE INDICATED ON THE PLOT. JJ 3. RECOMMEND 2X6 TTRONGHAC HS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACT{ �( �tjLW 1>Rf�D3�1:�01t!<LS. _ F1ELD�ERI�CA��N :•�e�N 1. a••Ir M ee,,,'ennwK. "fN w• 4YIO••pK..'"1 M SECOMMEND T TO BE ATTACHED TO WALLS AT TNEIA OUTER ENDS OR RESTRAINED BY OTHER M A In „w G•, APPROVED 4. FOLLOWING WEBS ARE DOUBLED: W 1, W 4, W17, w20 ° "1,• ,�• ;nle•r•••'1'1•i °1'•” ..I«n ••d ` °""" ❑ APPROVED AS NOTED r.<I Da.a✓.- •.eew••.n.. i• ..em:nl. lei d:"••nJ•n•••• L=1 i40T APPROVED L..w. Approval of this drawing verifies that 1�� 1 and quantities it conform to a� SY r" '� r� site requirements. OATE C Signed Date V0.1�kt M. YU.tiv. : =S>V�ustS Z_ Company- '"'PO 1644-1 JOB 31603F2 2 7YPE FZr 0� 1 (Z-/v,1j- rarL 4 r,CussE5) V09U35 TYPE 2799 5/ 6/93 2 OF 4 F2 I 5x6 212x61,1 5x6 21x61,1 5x6 21x6ai x rx i� t 9= 12iM16 - 9x12zM16 _ . : z 5 6 5x6 2p 6 5x6 212 = 6n1 SxG 212 = Gar WORD 3.6 PR-SP 3.6 PR-SP 3.6 PR-SP 3.6 PR-SP . ,STRUCTURES 7 4 INC-. - N Bidd:ford,ME 3.6 PR-SP 3.7;M16 PR-SP 3, 10M16 PP,-SP3. 10M16 PR-SP - 2y'ib ZciB - ',J 1 212 x 611 z% eG.,. 7x 1 5 M 1 6 X 1 7 ME WATS 800-339-0716 21x61,1 5x12 5x10 5x8 21x61,1 5x8 5x6 3x8a� 1x 10 a 212 6' 'Out-Of-State: 800-341-9612 TC 32 2 29 : 1 29 : 29 : 29 30 22 30 29 = 29 26 $i 28 z 30 BC 32 2' 1 59 59 1 30 I 1 22 : 1 30 q 1 S9 1 26 4 5'21 28 z 1 30 32-00-00 This truss is designed in accordance With TCLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=379"/0.88"=430,L/LL DEF= 379"/0.52"=731, CAMB=O 3/8" thee latest revisions of TPI and/or PCT,and will TCDL= 30.0 PSF INCREASE= 1.00 (LES) BRG(IN) 20 GA. M20 PLATES 258 PSI GRS (MAX) sealed byaevisioprofessionalfTPI nd/ r PCT, and will states BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -2636 3.50 16 GA. M16 PLATES 218 PSI NET (MAX) in BCDL= 5.0 PSF CONFORMS TO PCT-80 J17= -6305 3.50 •• SEE NOTE ON MULTI-PLY •• required(uponrequcst)afterapprovalofthisplotted MITEN INDUSTRIES, INC. APPROVED U NOI A PrF�, bon to assure compliance with design concept JEFFERS Q31937 F9 AFPXDVIVrA¢xt. QRECTED and actual jobsite conditions. ----- TOP CHORD - CSR= 0.786----- --- BOTTOM CHORD - CSR= 0.749--- ------- WEBS - CSR= 0.775-----E) REVISE AND RESUBMIT 4X 2 240OF-2.OE M SYP 'EXCEPT' 4X 2 2400F-2.OE M SYP 4X 2 NO 2 SIP 'EXCEPT' C 1,16 ARE 4X 2 NO 2 SYP C17= 0 C21= 17427 C25= 11739 W 2, 5 ARE 4X 4 STANDARD DOUG EOdlq n .wr •.. c..•+."•..c. ren Marti+c . .et eru C 1= -2625 C 7=-13584 C13=-16727 C18= 16727 C22= 15689 C26= 6712 W 8,13 ARE 4X 4 STANDARD DOUG LZI.<e w <.-•eu.cu .•. r . ..ro,.,.•e. a.., •.. C. y p C 2= -3622 C 8=-15689 C14= -8316 C19= 16727 C23= 15689 C27= 0 W36,21 ARE 4X 4 STANDARD DOUG CT.< o.<�-.-„ C.....�y ;,+.......:e:. re• .'- Jy L'l 2• C 3= -3622 C 9=-17096 C15= -8316 C20= 16727 C24= 15689 W 1- 4410 W 9= -2562 W17= 10?.(Ll— . . 'r r C 4= -9440 C10=-17096 C16= -6264 W 2= -297 W10= 601 w18= 1099 +� �� .- •ti ;• _ _ C 5= -9940 C11=-17569 W 3= -3792 W11= -571 W19= 423„3 u •'• - �' < INSPECTED PLANT NO 82 - C 6=-13584 C12=-17569 W 4= 3348 W12= 1713 W20=-304b r� ' Al ••.d. . W 5= -247 W13= -539 W21= -87 _ W 6= -2822 W14= -406 W22= 1QAY -- � ' ---- Truss Manufacturer-Member Of TP/ W 7= 2264 W15= 174 - - W B= -212 W16= -ss'jtI ')ATE 1 t �= FIELD VERIFICATION 1.� TWO-PLIES MUST BE SECURELY FASTENED TOGETHER TO ACT AS A UNIT. T 2. PROVIDE 1'n COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO - Frt ❑ APPROVED ��; 3. PLLATATIINNGG ION. 17CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD VLES5 ❑ APPROVED AS NOTED❑ NOT APPROVED ' OTHERWISE INDICATED ON THE PLOT. - 4. ADDITIONAL CONCENTRATED LOADS: J19= 2678 .0 LB, J20= 2678.0 LB. S. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE Approval of this drawing verifies that dimensions RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALTERATION TO TRUSS. and quantities indicated conform to actual job 6. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGBACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. site requirements. - 7. FOLLOWING CHORDS ARE DOUBLED: C 2-C15, C17-C27 ' 8. FOLLOWING WEBS ARE DOUBLED: W22 Signed Date Company PO 1728-1 JOB 7 R ED ` D 3I603F3 V08.35 TYPE 2199 5/ 6/93 3 OF 4 F3 Sx6 1x34w 4x6 1x31,1 3x4 Ix3h1 3x4 3x4 Ix 34 4x6 212x6pi 6x6 WDDD %� . . YY 3.6 PR-SP 3'6 PR-SP Q-131 STRUCTURES 7 INC N Biddeford,ME ` 3� 10M16 PR-SP 3x10M16 PR-SP . 1 ME WATS: 800-339-0716 22x410 5x10 4x8 _ 3x4 1x31,1 1x31..�r4x8 4x10 . Out-OfS to te: 800.341-9612 TC 32 : 29 2 29 ; 29 1 29 z 30 2.1 1 30 q 29 i 29 z 33 8C 32 2 1 59 1 59 1 30 q 1 21 1 30 q 1 59 1 33 27-00-00 - - .This truss is designed in accordance with TOLL= 50.0 PSF SPACING = 1-04-00 REACTIONS MIN L/DEF=318"/0.75"=423,L/LL DEF= 318"/0.44"=719, CAME=O 1/4" thee latest revisions of TPI and/or PCT,and will be TCDL= 30.0 PSF INCREASE= 1.00 (LBS) BRG(IN) 20 GA. M20 'PLATES 199 PSI GRS (MAX) BCLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1503 3.50 - 16 GA. M16 PLATES 144 PSI NET (MAX) sealed bya professional engineeer to the state or states �.� BCDL= 5.0 PSF CONFORMS TO PCT-80 J13= -1503 3 .50 required(upon request)after approval of this plotted MITER INDUSTRIES, INC. elevanontoassure compliance with design concept JEFFERS Q31937 - REPETITIVE INCA - and actual Jobsite conditions. ----- TOP CHORD - CSR= 0.975----- --- BOTTOM CHORD - CSR= 0.894--- ------- WEBS - CSR= 0.706------- 4- 2 240OF-2.OE M SYP -EXCEPT- 4X 2 240OF-2.OE M SYP 4X 2 STUD GRADE SPF *EXCEPT` C 1 IS 4X 2 STUD GRADE SPF C14= 0 C17= 5120 C20= 3258 W 1,17 ARE 4X 2 165OF-1.5E M SPF C 1= -1497 C 6= -5347 C11= -1889 C15= 3229 C18= 5120 C21= 0 W 1= 2327 W 7= 449 W13= -196 - C 2= -1867 C 7= -5347 C12= -1888 C16= 5120 C19- 4990 W 2= - -299 W 8= -352 W14= 1309 X155 AES C 3= -1867 C 8= -5120 C13= 2 W 3= -1749 W 9= 283 W15= -1685 C 4= -4319 C 9= -4270 W 4= 1333 W10= -184 W16= -332 t U C 5= -4319 CIO= -4270 W 5= -268 W11= 204 W17= 2346 INSPECTED PLANT NO 82 - - W 6= -844 W12= -1058 - 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR To - T=Manufaaurer-Member of 7P! FABRICATION. 2. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS FIELD VERIFICATION OTHERWISE INDICATED ON THE PLOT. - 3. RECOMMEND 2X6 STRONGBACRS (ON EDGE) SPACED AT 10 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGBACRS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. ❑ APPROVED 4. FOLLOWING CHORDS ARE DOUBLED: C12 p:APPROVED.AS NOTED S. FOLLOWING WEBS ARE DOUBLED: W17 ❑ NOT APPROVED Approval of this drawing verifies that dimensions and quantities indicated conform to actual job site requirements. - Signed. -Date PO 1732-1 Company JOB 31G03F37 BEV08.35 TYPE 2199 5/ 6/93 3 OF u F3 5x6 1x31,1 4 x 6 1x31,1 3 x 4 1x3 , 3x4 3x4 1x31,1 4x6 2= x 6,p 6x6 Y�t3 J13 3'6 FR-SP 3'6 PR-SP _ S"tl rN,V IE 3- 10MIS FR-SP 3' 10n16 PR-SP JI 2' x u,,, 5 x 1 0 z1 x 8 O x 4 1 x 8_' 1 x 31,'. 4x 8 4 x 1 0 - ME 1/ Out-( TC 32 i 29 i 29 z 29 : 29 30 21 30 29 z 29 z 3j EC 322' 59 59 1 30 21 130 59 33 27-0CL -00 This tru! TCLL= 50.0 PSP SPACING = 1-04-00 REACTIONS MIN L/DEF=318"/0.75"=423,L/LL DEF= 318"/0.49"=719, LAMB=O 1/4^ theelatestrevision TCDL= 30.0 PSP INCREASE= 1 .00 (LBS) BRG(IN) 20 GA. M20 PLATES 199 PSI GRE (MAX) BOLL= 0.0 PSF DEPTH = 2-00-00 J 1= -1503 3.50 16 GA. M16 PLATES 144 PSI NET (MAX) sealed by a profess SCDL= 5.0 PSF CONFORMS TO PCT-80 J13= -1503 3 .50 required(upon rec MITEK INDUSTRIES, INC. elevation to assure JEFFERS Q31937 REPETITIVE INCA and actual jobsite ----- TOP CHORD - CSR= 0 .975----- --- BOTTOM CHORD - CSR= 0.894--- ------- WEBS - CSR= 0.706------- ° 4X 2 2400F-2 .0E M STP 'EXCEPT' 4X 2 240OF-2.OE M SYP 4X 2 STUD GRADE SPF 'EXCEPT* { C 1 IS 9X 2 STUD GARDE SPF C19= 0 C17= 5120 C20= 3258 W 1,17 ARE 4X 2 1650F-I .5E M SPF - C 1= -1497 C 6= -5347 C11= -1889 C15= 3229 C18= 5120 C21= 0 W 1= 2327 W 7= 449 W13= -196 ' C 2= -1867 C 7= -5347 C12= -1888 C16= 5120 C19= 4990 W 2= -299 W 8= -352 W14= 1309 C 3= -1867 C 8= -5120 C13= 2 W 3= -1749 W 9= 283 W15= -1685 t� C 4= -4319 C 9= -4270 W 4= 1333 W10= -184 W16= -332 C 5= -4319 CIO= -4270 W 5= -268 W11= 204 W17= 2346 iNSPE W 6= -844 W12= -1058 1. PROVIDE A COPY OF THIS DRAWING TO THE BUILDING DESIGNER AND THE TRUSS ERECTION CONTRACTOR PRIOR TO Tru Ma, FABRICATION. 2. PLATING CONFORMS TO TPI RULES. ALL PLATES ARE M20 PLATES WITH SLOT DIRECTIONS PARALLEL TO THE CHORD UNLESS OTHERWISE INDICATED ON THE PLOT. FIE 3. RECOMMEND 2X6 STRONGBACKS (ON EDGE) SPACED AT 30 FEET O.C. AND FASTENED TO EACH TRUSS WITH 3-10D NAILS. STRONGSACKS TO BE ATTACHED TO WALLS AT THEIR OUTER ENDS OR RESTRAINED BY OTHER MEANS. ❑ APPROVEI 4. FOLLOWING CHORDS ARE DOUBLED: C12 ❑ : APPROVED S. FOLLOWING WEBS ARE DOUBLED: W17 ❑ NOT APPF _ Approval of this and quantities in site requirements Signed PO 1732-1 Company _