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TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING pit WNWxs BUILDING PERMIT NUMBER- DATE ISSUED: SIGNATURE: / Z+ Building Commissioner/IEyector of Buildings Date SECTION 1- SITE INFORMATION 1 1.1 Property Address/DO 11..2 Assessors Map and Parcel Number: o�� J�0\1 l -of ob C-,, Lot 15 -30 -b9 AV, (; (tet Map Number Parcel Number 1.3. Zoning Information: Property Dimensions: /y1.4 !� 1.1`[ G�C"S �(o Zarin Distrid Proposed Use Lot Area Fronts e ft 1.6 WELDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide ReqWred Provided R aired Provided 1.7 Water SupplyM.GL.C.40. 54) Public ❑ Private ❑ Zone 1.5. Flood Zone Infomlation: Outside Zone ❑ 1.8 Sewerage Disposal System: Municipal ❑ On Site Disposal System ❑ SECTION 2 - PROPERTY OWNERSH P/AUTHORIZED AGENT S tone, District: YES 0 2.1 Owner of Record awake Name (Pnnt�fAddress for `)Service: S gnature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction\ Supe sor: Not Applicable ❑ Lncensed Construction Supervisor: i'�C�U✓Gi'Uifi�Crj ��� License Number Address Expiration Date Signature /'�y -7 r� Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone ou M X ic z O ownow O z M 90 0 on M r z G) t � p SECTION 4 - WORKERS COMPENSATION (NLG.L. C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buiVing permit. -Signed affidavit Attached Yes ..... No ....... ❑ SECTION 5 Descrintihn of Pr n Wnnir ..n --- .,- New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SILL o, Wood oqrac4)'rt r2 20-tal oP filop SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be Completed b permit applicant $ 1. Building (a) Building Permit Fee - ; Multiplier - 2M --s 2 Electrical r (b) Estimated Total Cost of ,I $ Cro Construction 3 Plumbing Building Permit fee (a) X (b) s�rk ,Z� fA�#o14?(.-� 1S!5'.. /" Check Number t� 4 Mechanical HVAC �;. 5 Fire Protection` 6 Total 1+2+3+4+5 SECTION 7a OWNER AUTHOR IZA ION TO HE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR HUILDLNG PERAUT O er/Authorized Agent of subject property QNI� Hereby authorize jn r to act on patters relative to work authorized by this building permit application. Signature of OwnIA/yt toll Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Vii I..) be -S 0-n Print Name Signature of Owner/Agent Date IA t Itlii NO. OF STORIES %' SIZE BASEMENT O SLAB SIZE OF FLOOR 11MMERS r¢ l 2 3 SPAN DIMENSIONS OF SILLS 1;P .� DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS _-� � •tel. HEIGHT OF FOUNDATION - THICKNESS SIZE OF FOOTING X MATERIAL OF CHI VMY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE A • cd a� 0 Fm� V1 O � �o Of L C/) -4, { %�`• co um PJ W: to 0 0 ® 10=�, c u Q aro �C t d N c rn c • .. � rro _o p c +r _,Ie a .. ... N L D c c 3 .� o Q�3 3a, w.�c c o INEo o d /; C *' to m cu a, _ Ec a, (a a� 0 �i u • ,a L O c 4 � > o c u x � v> p E �- . - a` cu\� o opo m a c H c poi `o o a, o O cp p1 o �A d C doom 3 O r c .r N 0�.� W y a s0 U.0 ty4 i .0 NIS t0 Z o. gw C om� L � • 0 ai m v ;,1 LU uj 0) ce W W ulW N c c Ok _o o � O h C O 3C.3 m m O C • ` ca4E<O •� m c COL E c c� $ Cf m c -ti E �m C! m h N C C O m O E m o 0 av L m m � � cm c Q _ y �C m of m y w Q O a O C = m a'=''o N I- ON h y LJJ p M= � .y •fit O C O W �E v = Cc .y p L3 o omc g V! a O O � �_ .2C. L= - fel y y L CD 0 0 0 cc r.7 0 cc H D IIASA. v/ W W lu W U) o x w a x w h u) ,.a g o *rl w° cLo >� U w coo w a°' w coo -cuy w W cA' � cn . o o cn c c Ok _o o � O h C O 3C.3 m m O C • ` ca4E<O •� m c COL E c c� $ Cf m c -ti E �m C! m h N C C O m O E m o 0 av L m m � � cm c Q _ y �C m of m y w Q O a O C = m a'=''o N I- ON h y LJJ p M= � .y •fit O C O W �E v = Cc .y p L3 o omc g V! a O O � �_ .2C. L= - fel y y L CD 0 0 0 cc r.7 0 cc H D IIASA. v/ W W lu W U) Location 10b rDA Ka 0 0—E Q:167'.3 No. ����L� rt,;� Date o �� TOWN OF NORTH ANDOVER S o ` Certificate Occupancy $ • i � of ��s'^•° ^'<�' sACmUS Building/Frame Permit Fee $ Foundation Permit Fee PO $ Other Permit Fee $ i•41 S' ,o TOTAL $ Check # 15-4 Z 3 .- C, 1795 Building Inspector Location 2 -SSI -TUP-L lbw_ . ', i No. Date IA - l(. - c TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $�-5 Foundation Permit Fee Other Permit Fee x TOTAL s Check # 014-9(.., ' 17; G 5 $ —A f -f - 5cx> r.� 0 rfq---) Buildingl4pector APPLICATION TO CONSTRUCT S BUILDING PERMIT NUMB] TOWN OF NORTH ANDOVER BUILDING DEPARTMENT I DATE ISSUED: SIGNATURE: I z- i Buildin Commissioner/I for of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address:f ' 1.2 Assessors Map and Parcel Number: rilslofiC UIStnct: Yes NO ^` //� 0 V�/f�)I�t\ �f- L► . )V tw a " 5 i s tvo 4D -Uki oz C, Lot 0 39 Name (Print Map Number Parcel Number ' 6 S gnature IZedN.6E ebb Pc 1.3 Zoning Information: 2.2 Owner of Record: errty.�Dimensions: 1.4 Property �[�y 7 1.1 t.Ys t ?6sh, fmw" Zoning Distrid Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard_, Required Provide Required Provided Re red Provided Not Applicable ❑ License Number Expiration Date 1.7 Water Supply M.G.L.C.40. 54) 1.5. Flood Zane Infongation: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zane Outside Flood Zone 0 Municipal ❑ On Site Disposal System 0 SECTION 2 - PROPERTY OWNERSHIP/AUTHORIZED AGENT rilslofiC UIStnct: Yes NO ^` 2*1 Owner of Record 1/dl Name (Print (Address forService S gnature Telephone 2.2 Owner of Record: Name Print Address for Service: SiRpature Tel hone SECTION 3 - CONSTRUCTION SERVICES i 3.1 Licensed Construction Supe 'sor: 1 yr � . � .N Licensed Construction Supervisor: Address `�✓� ��� �'� /� `% Signature � G� �J�4Y✓ 7 Ol yTj�� Telephone Not Applicable ❑ License Number Expiration Date 3 ,2 Registered Home Improvement Contractor Not Applicable ❑ Co pany Name Registration Number l\ Address Expiration Date Signature Telephone dill 0� SECTION 4 - WORKERS COMPENSATION fM_G_I- r 112 R 21,rm Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buillfing permit. Signed affidavit Attached Yes ..... U No ....... ❑ SECTION 5 Descri t' n of P Work check all applicable) New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: Wo Oct Ai rar_4- (Iv_ r4 / as �5/aa c SECTION b - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be; OFk`ICIAILUSE ONLY"' ~. Completed by permit a licant 1. Buildingq (a) Building Permit Fee Multi Tier 2 Electrical DTJd (b) Estimated Total Cost of Construction 3 Plumbing Q Building Permit fee (.a) X (b) fD �+ Q!ri t� y /" 1� 4 Mechanical HVAC �j o 14QL—� 4! SeoO° 1 CX U 5 Fire Protection Qj� p 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZ ION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BTJL'.i3ING PERMIT nn 6,:2� �o ap er/Authorized Agent of subject property Hereby authorize ✓� to act on tters relative to work authorized by this buildingerm pit application. r�Sigonature�ofOwner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I,� ��n �•/'ld��l'X'��c as Owner/Authorized Agent of subject �- property Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief -Pe v40 41 /c, Ewes 0-n Print Name Si Eature of Owner/Agent Date NO. OF STORIES SIZE BASEMENT O SLAB SIZE OF FLOOR TIMBERS ,a¢ iST 2 3RM _ SPAN DM ENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS T HEIGHT OF FOUNDATION --6> THICKNESS l� SIZE OF FOOTING_ �' X MATERIAL, OF CHIMNEY ! IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL, GAS LINE � •,r d` TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIE, RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING !Z W,' AM&A .nie fIlegu BUIL ING PERMIT NUMBER: DATE ISSUED: Z1 SIGNATURE: Z� i Building Commissioner/InEeEtor of Buildings Date SECTION 1- SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: i_ot tl ut 32; `0 39 Map Number f Parcel Number Re. -bC_&jE- i 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area (so Fronta e(ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water Supply M.G.L.C.40. 34) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: Public ❑ Private ❑ Zone Outside Flood Zone 0 Municipal ❑ On Site Disposal System ❑ SECTION 2- PROPERTY OWNERSHIP/AUTHORMEDAGENT Historic ESt"IG : Yes o 2..1_Owner-of Record Va.16— w:uo 1 6_�i LOL IA"101 e log, oo Name (Print Address Service dddressforService -for S gnature Telephone 2.2 Owner of Record: Name Print Address for Service: Signature Telephone SECTION 3 - CONSTRUCTION SERVICES 3.1 Licensed Construction Supe 'sor: Not Applicable ❑ nsed 6 Li ec Construction Supervisor: (� ( /3 t License Number Address &" rr1L-6 j C'Ltit- �j''1/ `l/� �f y�� Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable ❑ Company Name Registration Number Address Expiration Date Signature Telephone M r r z G) SECTION 4 -WORKERS COMPENSATION (M.G.L C 152 6 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the builfing permit. Signed affidavit Attached Yes ..... No ....... 0 SECTION 5 Descrit' n of Pr Work check all a 13cab1e New Construction Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Addition 0 Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: wt(al,ou it 1q sit nr.(a raw b747a,vt SECTION 6 - ESTIMATED CONSTRUCTION COSTS Item Estimated Cost (Dollar) to be'_: Completed by permit applicant ..k>•.. 1. Building c l (a) Building Permit Fee Multiplier , - 2 Electrical D U (b) Estimated Total Cost of Construction $ c 3 Plumbing D Building Permit fee (a) x (b) fPMwre, 14L.� (56,&00 Sz+�i 21 t� , e� /" f� 0"U 4 Mechanical HVAC �. t 5 Fire Protection 6 Total1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZ AtION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES. FOR BUILDING PERMIT Z p c� _ I,WA _ O er/Authorized Agei�osub ect property Hereby authorize ►� to act on ;��tler�,v��thorized by this building permit application. Si ature of Owner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I> - �• / rd�_%'X'��c __ ,as Owner/Authorized Agent of subject property - - -- - -- Hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief Print Name Si ature of Owner/Apzent Date NO. OF STORIES SIZE BASEMENT O SLAB SIZE OF FLOOR ERS r¢ 1 2 3RD SPAN 5 DIMENSIONS OF SILLS DR,AENSIONS OF POSTS DMffiNSIONS OF GIRDERS HEIGHT OF FOUNDATION 7.7 --(7 THICKNESS l '� SIZE OF FOOTING 7_7MATERIAL OF CHIMNEY"Ll IS BUILDING ON SOLID OR FILLED LAND G' IS BUILDING CONNECTED TO NATURAL GAS LINE c-o� lb ,(), -FORM U -LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ************* *******APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT i PHONE_Z&—Vr i d l LOCATION: Assessors Map Nur PARCEL SUBDIVISION IR?LOT (S) 1 3g `3F( STREET �,� / e ST. NUMBERL' p f�f d1 fail % Y _QZ� �c r E4 FO)J p 11 J6? ******'"" OFFICIAL USE ONLY****** RECO ENDATIONS OF TO AGENTS: ,4,CO990RVATION ADMINISTRATOIf� DATE APPROVED ` a� ' DATE REJECTED c 7 r/ COMMENTS X TOWN PLANNER COMMENTS FOOD INSPECTOR -HEALTH SEPTIC INSPECTOR -HEALTH COMMENTS -PUBLIC WORKS - SEWER/WATER DRIVEWAY PERMIT, c<FIRE DEPARTMENT DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED RECEIVED BY BUILDING INSPECTOR - if V L_ U 1 DATE Revised 9197 jm n F C 1 0 2004 BUILDING DEPT. 9 0 ������ ���� r3���� Kofi , ; ����� /% � � �� ����'�,� � � �� �0 " l PROJECT NUMBER: OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL �d 0, U PROJECT TITLE: 0a i dgQ Vi 1 1 aQe and Maplewood Reserve PROJECT LOCATION: Turnpike Street .� NAME OF BUILDING: Building No. 5 - Community Building NATURE OF PROJECT: Foundation IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I William D. Lovallo REGISTRATION NO. 36883 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: r"1 f r ENTIRE PROJECT • ARCHITECTURAL • STRUCTURAL ' J MECHANICAL • FIRE PROTECTION • ELECTRICAL • OTHER (SPECIFY) _ FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT �t%OF; 4 TvGE'i WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSP s, oar, WILLIAM D. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE ` LOVALLO SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCC'YPAN $�CT 3 A SIGNATURE THIS -1-Q _DAY OF p1_Et�IB�R- MY COMMISSION EXPIRES �'�60' W/0 LeMessurier Consultants 675 Massachusetts Avenue Cambridge, MA 02139 Tel: (617)868-1200 Fax: (617)661-7520 9 December 2004 Mr. D. Robert Nicetta Building Commissioner Building Department 400 Osgood Street North Andover, Massachusetts Subject: Oakridge Village and Maplewood Reserve North Andover, Massachusetts LeM File No.: 24156 Reference: Foundation Permit Affidavit for Building No. 5 Dear Mr. Nicetta: I certify to the best of my knowledge, information and belief, the structural plans and computations accompanying the application for foundation permit concerning the subject project are in accordance with the requirements of the Massachusetts State Building Code, 780 CMR, 6th Edition. In accordance with Section 116.0 of the Massachusetts State Building Code, 780 CMR, 6th Edition, and being a registered professional engineer and employed by LeMessurier Consultants, Inc., I certify that LeMessurier Consultants, Inc. shall perform the necessary professional services for the portion of the work which LeMessurier Consultants, Inc. is directly responsible as identified in Section 116.2.2. 1. Review for conformance to the design concept, shop drawings, samples, and other submittals which are submitted by the Contractor in accordance with the requirement of the Construction Documents. 2. Review and approve the quality control procedures for Code -required controlled materials as dictated in the attached Program of Structural Tests and Inspections. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine, in. general, if the work is being performed in a manner consistent with the construction documents. Pursuant to Section 116.4, LeMessurier Consultants, Inc. shall periodically submit progress reports together with pertinent comments as may be required by the Building Commisioner. > very truly yours_ LeMessurio William D. Vice Preside sA2004\24156\wd1\affidavit bldg 5 foundationISF",' Enclosure (Structural Tests and Inspections Dated 2 December 2004) Program of Structural Tests and Inspections For compliance with the 6' Edition of the Massachusetts State Building Code Project: Oakridge Village and Maplewood Reserve Location: Turnpike Street, North Andover MA Owner: Valley Realty Development LLC Owner's Address: 2357 Turnpike Street, North Andover MA Architect of Record: Chan Kriejzer & Associates Structural Engineer of Record (SER): LeMessurier Consultants, Inc. This program of structural tests and inspection is submitted as a condition for issuance of the building permit in accordance with 780 CMR 1705.0 of the 6`t` Edition of the Massachusetts State Building Code. The following firms, agencies, or individuals (hereinafter referred to collectively as agents) except for the Geotechnical Engineer, will perform the tests and inspections under the direction of the SER. (The Geotechnical Engineer is responsible for directing the testing and inspection of controlled structural fill, in-situ bearing stratum for footings, pile foundations and pier foundations.) Abbreviation Agent SER Structural Engineer of Record listed above OIAF Owner's Inspection Agency - Field GE Geotechnical Engineer FQP Fabricator's Quality Control Program CQP Contractor's Quality Control Program NR Not Required NA Not Applicable The abbreviations will be used on the attached pages to identify which agent is performing the particular tests or inspections. Inspections and tests defined by these documents relate to work of permanent construction only. Temporarywork or construction procedures such as shoring, scaffolding, trench supports, safetyrails and nets, etc., are not included. LeMessurier Consultants Page 1 LeM File No. 24156 The following categories of structural tests and inspections, if checked, are included in the program for structural tests and inspections for this project. The specific tests and inspections required for each checked category are listed on the page noted opposite the category. Cate of Page Catego page ■ Steel Construction ■ Cast -in -Place Concrete Construction ❑ Precast Concrete Construction ❑ Masonry Construction ■ Wood Construction ■ In-situ Bearing Strata for Footings 3 ■ Controlled Structural Fill (Prepared Fill) 7 4 ❑ Pile Foundations ❑ Pier Foundations ❑ Curtain Walls (Wall Panels & Veneers) 5 ❑ Light Gage Metal Framing 6 ❑ Special Cases The following items of construction, if checked,'are specified in the structural plans or specifications on a performance basis. In accordance with 780 CMR 1705.3.4, their structural design will be reviewed by the SER and their construction is included in the Program for Tests and Inspections on the attached sheets: ❑ Curtain Walls ❑ Metal Buildings ❑ Precast Concrete Components ❑ ❑ Post -tensioning Steel ❑ ❑ Structural Steel Connections ❑ The following items are excluded from this Program of Structural Tests, and Inspections, since they are designed by other structural engineers not under the control of the SER, and the SER was not retained to provide performance specifications for their design. Said structural engineers must provide a Program of Structural Tests and Inspections for their respective designs. Prepared by the Structural Engineer of Record: Name: William D. Lovallo, P.E. Please print Signature:�. Firm: LeMessurier Consultants. Inc. Date: December 2, 2004 OF LOVALLO TRUCTURA Registration Seal LeMessurier Consultants Page 2 LeM File No. 24156 Project: Oakridge Village and Maplewood Reserve Schedule of Structural Tests and Inspections Steel Construction 1705.5 Nee 1705 S 1 fnr exrantinnl Item Agent Scope 1. Fabricator Certification/ SER OIAP Review each Fabricator's quality control procedures. Quality Control Procedures (1705.4.1, 1705.4.2) 2. Fabricator Inspection FQP Inspect in -plant fabrication. (1705.4.2 and R1704.4.2) 3. Material Certification FQP, SER Review for conformance to the specifications. 4. Bolting - Shop FQP Test and inspect bolted connections. Verify bolt size and grade. Test sample HS bolts. Bolting - Field OIAF, CQP Test and inspect bolted connections. Verify bolt size and grade. Test sample HS bolts. 5. Welding - Shop FQP Check welder qualifications. Inspect fillet welds and test full and partial penetration shop welds. (Seismic per 1705.5.3.2.1) Welding - Field OIAF, CQP Check welder qualifications. Inspect fillet welds and test full and partial penetration field welds. (Seismic per 1705.5.3.2.1) 6. Shear Connectors OIAF, CQP Inspect for size and placement. Hammer -test. Visually inspect weld. 7. Structural framing, details FQP, Inspect for size, grade of steel, camber, installation and and assemblies OIAF connection details. 8. Open Web Steel Joists OIAF, CQP Inspect for size, placement, bridging, bearing and connection to structure. Visually inspect all welds of a minimum of 5% of the joists, randomly selected. 9. Metal Decking OIAF, CQP Verify gage, width, and type. Inspect placement, laps, welds, sidelap attachment and screws or other mechanical fasteners. Check welder qualifications. 10. Corrosion Protection FQP, Inspect galvanized surfaces. Check galvanizing certificates. OIAF, CQP Inspect surface preparation, paint thickness. Inspect paint damage. 11. Anchor Bolts OIAF, CQP Inspect size, type, geometry, projection, washers, nuts, nut engagement, tightness. 12. Other LeMessurier Consultants Page 3 LeM File No. 24156 FA Project: Oakridge Village and Maplewood Reserve Schedule of Structural Tests and Inspections %_asi-in-riace oncreTe q-onstrucnon l /u5o Item Agent Scope 1. Mix Design SER Review mix designs. ACI 318 Chapter 5 2. Materials Certification SER Review materials, admixtures, curing methods. 3. Batching Plant CQP Review Plant quality control procedures and batching and mixing methods. 4. Reinforcement Installation OIAF, CQP Inspect reinforcing for grade size, quantity, location, condition, cover, supports. Inspect damage to epoxy coating. Inspect mechanical splices and grouted dowels. 5. Formwork Geometry OIAF, CQP Inspect form dimensions, tightness. Inspect surfaces and tie type and layout for architectural concrete. 6. Concrete Placement OIAF Observe concrete placement, consolidation, finishing. Verify cold -weather and hot -weather procedures. Perform slump, density and air -content tests at point of discharge. Prepare strength test cylinders. Review mix designations, time of batching, water added in field. 7. Evaluation of Concrete OIAF Concrete cylinders. Perform verification testing as directed. Strength 8. Curing and Protection OIAF, CQP Observe methods of moisture retention, concrete temperature, form removal. Note: Above not applicable to non-structural slabs on ground, minor footings (1705.6). LeMessurier Consultants Page 4 LeM File No. 24156 Project: Oakridge Village and Maplewood Reserve Schedule of Structural Tests and Inspections Wood Construction 1705.8 Item Agent Scope 1. Fabricator Certification/ SER Review Fabricator's quality control procedures. Quality Control Procedures for prefabricated wood components. 2. Material Grading. FQP Inspect lumber for conformance to governing standards. 3. Production Methods CQP, Periodically review implementation of approved quality control SER procedures. Inspect fabrication processes. 4. Framing and Details CQP, Inspect members for size, placement and bearing. Inspect SER nailing of sheathing in shear walls, floor and roof diaphragms. 5. Connections CQP, Verify connection hardware and installation including nails, SER screws, lag screws, bolts, shear plates, ring connectors.. Inspect bearing, nailing and completed connections. 6. Other LeMessurier Consultants Page 5 LeM File No. 24156 Project: Oakridge Village and Maplewood Reserve Schedule of Structural Tests and Inspections In -Situ Bearing Strata for Footinus nnrl Fnnndatinn Mate Item Agent Scope 1. Bearing strata GE Inspect strata for conformance to the contract drawings, specifications, and/or geotechnical report. 2. Bearing surfaces GE Inspect bearing surfaces for conformance to the required soil bearing capacity. Inspect water control, surface protection methods. 3. Other LeMessurier Consultants Page 6 LeM File No. 24156 Project: Oakridge Village and Maplewood Reserve Schedule of Structural Tests and Inspections uontroneu structural H11(Prepared Fill) 1705.9 Item Agent Scope 1. Fill Material GE Test material for conformance to specifications or geotechnical report. Perform laboratory compaction tests in accordance with the specifications to determine optimum water content and maximum dry density. 2. Installation of controlled GE Provide full-time inspection of the installation, in accordance structural fill (780 CMR with the specifications and 780 CMR 1705.9.1 and .2. 1705.9.1 and .2) 3. Density of fill (780 CMR GE Perform field density tests of the in-place fill in accordance with 1705.9.3) the specifications and 780 CMR 1705.9.3. 4. Other LeMessurier Consultants Page 7 LeM File No. 24156 O, MapTN OFFICE OF BUILDING INSPECTOR , N �r TOWN OF NORTH ANDOVER +r CONSTRUCTION CONTROL 7`9J^CNNSE4 PROJECT NUMBER: PROJECT TITLE:40&g4y&e7 VIt,L+4CtE HOwK)oOD j4e�, /Er PROJECT LOCATION: ;-7357 TI)?4JPIM-5nzR5T- NAME OF BUILDING: $VI L,P i4A #5- C-0HH 7111Vr WIL-21IS4Q NATURE OF PROJECT: M-512ffgTim., W �Ei�PV�r IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 7 blm 51ghi 1 ''LJI GZ. REGISTRATION NO. 7!j &I BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER (SPECIFY) F •r A"VE: •EPI n n E" A -D THAT, T TLI ST V. K IOW ' -G rOR :c.�c�:. N.�b��u Rv.Ic�. nlvu } ir,T, 1O �E BEST OFF !v, f�+vrvLcGE:, Svi.ri r=ii�ivS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF 7HE !:BASS : CHUSc 1 STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE. AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the constriction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a.manner consistent with the construction documents. A J9 PURSUANT TO SECTION 116.2.2 1 SHALL SUBMIT WEEKLY., A PROGRESS REPO �\���PE SrFcy�TFc TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING IN 0 UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE nni k SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPAN CAMBRIDGE,0 Mini ii a�Is NO I AR PUBLIC L a MY COMMISSIO J EXP RES 6 g0 l �ite BOARD License: o`ZGzdtezd�u�l13 ' OF BUILDING R�GULgTIONS CONSTRUCTION Numb SUPERVISOR g 069136 i Birt f t a 952 Fi Tr. no: 5078.0 North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number �r #--k is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11,S150A. The debris will be disposed of in: (Loc ion of Facility) ` 5 A em, N / Signature of Permit Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 workers' Compensation Insurance Affidavit Name Please Print Name: Location: Crty Phone # CI am a homeowner performing all work myself. 0 I am a sole proprietor and have no one working in any capacity El*" l l am an employer providing ers' compensation for MY employees working on this job. A Companyname: /�G I✓1 VJi Id nr'S c -Ii /?/�� �t1►^�� 7ryz. Policy # LL&J .S 0D-6'L/9D 1 Comoanv name: Address City: Phone # Failure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a fine up to s1,5oo.00 andfor one years' imprisonment_as well_as.dvil.penalties intbejjmm dA.ST.OP WORK.ORDER..and.a.fine. d.(;1Q0.W)-aAday . e. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify under the paland /'1 r 1 1 Print perjury that the information provided above is true and correct. Official use only do not write in this area to be completed by city or town official' City or Town PermitlLicensi []Check if immediate response Is required Contact Building Dept p Licensing Board p Selectman's Office 0 Health Department n Other Sent By: TOM BLDG CORP; 7819355500; Dec -3-04 9:15AM; ThO 00mmonwrdaM of Mmwh,,.N, �eP81lr7Mt of lndUSftl AoCklents &Wm, Mass. 02111 "*r'' hXWrM AM*W pea4e Print C. am o hoer carter perfo ring , r taorit muss - I am s sok prop stor 8W Calve my CM yyp irk My C2po ty I am an empoyw pr•v" workers' cgmpts�an for rry WM*G" Wrldrtg an this job, FA Page 111 4/A;, Fe u e la oft" � m M"" ondw swum 2m or mm IM Q, leen to the end�rorny..r I► .or.r�l�e.��-chspeo+�„b�e�nn a •-`' "ala"alawb op I'm ►ar.ommupissumm VAOWCFMM unauehnd thr a *my of thh stmt m, Oe lb wWded to the C"im of k�asdpaio�s pem aar oo wWr �aAW apelo�tme.. 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CO) O V W IID Y/ 19 W W W U) Vh � m o . :o �n ev 000 IOL � J �Q E c o m `NGO��P * a"� C T� y 9�'3 c c top P goa 00 Em m C ct OI O m WI o �� Q • C c = o nso N � o ci LLJ Ly O �Z r=.+ ::3bo c 0=WC Z W E Ri.oc�iCM o0 go CL_ z = CLgo a o� o f- z $nim cm I C C CD Q mCDCD m Z O� CD moo L cc0a ora c O C3 'p CD #A& O N U) 1% w W oc W U) Z EL cc o _cc d CA � a a v E a Q W wC9 y � A o , C7 a O Vh � m o . :o �n ev 000 IOL � J �Q E c o m `NGO��P * a"� C T� y 9�'3 c c top P goa 00 Em m C ct OI O m WI o �� Q • C c = o nso N � o ci LLJ Ly O �Z r=.+ ::3bo c 0=WC Z W E Ri.oc�iCM o0 go CL_ z = CLgo a o� o f- z $nim cm I C C CD Q mCDCD m Z O� CD moo L cc0a ora c O C3 'p CD #A& O N U) 1% w W oc W U) Z EL cc C _cc d CA � 4 U1/1J/LUU0 11W 14:46 PRA 1 410 00G 0441 vaiKle miK111eerb, 1110. .,'�� 0 ..19 U'a-4A January 13, 2005 Joy Sandison VALLEY REALTY DEVELOPNIEN T , L, L. C. 231 Sutton Street, SuiLe 1B North Andover, MA 01845 RE: PROPOSAL FOR STRUCTURAL PEER REVIEW SERVICES The Meadows Residential Development Route 114, North Andover, MA WWI PROP0,5AL No. D1327) Dear Joy: LyJUUVVUD As you have requested, we are submitting this proposal to you for Conducting a "peer review" of the structural design for the multiple buildings in the above referenced residential condominium development proposed to be built on Route 114 in North Andovr..r, MA,. GENERAL )PROJECT DESCRIPTION •---•............................................................................. 1 We have based this proposal for services on the information contained on the preliminary struc- tural drawings (dated 12/3/04) and the Site/Civil drawings No. C-2 (dated 4/12/04), No. C-3 (dated 12/21/04).and No. C-3 (dated 4/28/04) that you forwarded to us for our use. Based on the aforementioned drawings, it appears that the proposed project consists of the following struc- tures: • Four (4) multi -story structures of garden style condominiums (Building. No. 1 through No. 4). • A single -story community building with in -ground pool (Building No. 5). • Eight (8) stand alone single story, multi -car garages (Buildings. No. 7, 8, 10, 12, 19, 21, 24 & 28). • Five (5), three -unit townhouse condominium building, some with attached garages (Buildings. No. 15, 17, 20, 22 & 25). • One (1), four -wait towr>bouse condominium building (Building. No. 26). • Two (2), five -unit townhouse condominium buildings, some with attached garages (Buildings. No. 14 & 27). • Five (5), six -unit townhouse condominium building, some with attached garages (Buildings. No. 9, 11, 13, 16 & 18). • One (1), seven -unit townhouse condominium, building (Buildings. No. 23). • One (1), twelve -unit townhouse condominium building (Building. No. 6). Daigle Engineers, Inc, 1 East [fiver Place Methuen, MA 01844-3818 978 682 1748 978 682 6421 fax RECEIVED JA1il 2 1 2005 BUILDING DEPT. www.ciiigleenginters.com DEt • 1/13105 • n]i7,7V(111305 Jov.?%y.. I a5 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. 0003/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 2 of 5 • January 13, 2005 The structural systems for the various buildings appear to consist of cast -in-place concrete foun- dations, structural steel framinh in the lower levels of the multi -story garden style buildings, with timber framing above, and timber framing for the townhouse style condominiums. We were not provided the gross square footadc of floor areas in the project but you advised us that the cozx- struction cost is approximately 37.2 million dollars. .......................................................................................... OB.7ECTTVE OF REVIEW The objective of this review is to determinla if, g<�r1erally, the structural plans and spccificai.irin for the above referenced project are in cornpliani:i with the structural requirements of the building code. This objective is limited to the crftent necessary to render an opinion regardinh the stability and integrity of the primary structural systems of the-. various buildings per the f3uiiding Code's Peer Review criteria described below. This review docs not address other structural systems nor docs it address serviceability issues. RESPONSIBILITY At no time shall it be construed that the Structural Enginccr Project Peer Reviewer (Daigle Engi- neers, Inc.) through their project peer review services, is supplanting, or ,Joining with the SLmc- tural Engineer of Record (SER) in his or her professional responsibility of the design of the Pd- maiy Structural Systems for the buildings in this project. .................................................... SCOPE OF SERVICES Our services under this contract would entail conducting a structural peer review in accordance with the Massachusetts State Building Cotte, 780 CMR 110.11 and Appendix "I" and as discussed below. During our peer review, we may communicate with the SER directly as required to discuss any questions on the project and have any questions answered and concerns addressed with regard to our review. We will draft and issue a memo, or letter, presenting our questions, comments, con- cerns, etc. to the SER for their review and written response. if multiple Iterations are required during this review additional fees may be required by our office. typically, this process results in either our office accepting the SER's justification, through supporting documentation submitted to our office, or the SER adjusts or revises the structural drawings to accommodate our concerns. Any changes to the structural construction documents that are deemed necessary shall be sub- mitted to our office, via a wet sealed and signed letter by the SER, and shall include my and all applicable sketches or copies of revised details. If significant adjustments are required, a revised set of structural drawings will have to be resubmitted to us for verification that all issues noted have been properly addressed. Said revised drawings shall bear a revision date along with the 'wet seal" and original signature of the SER so that our final letter of acceptance can be issued DE1 • 111,65 D1327P011305A.c • Pave 2 of 5 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. WJ004/0O6 '17liE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 3 of 5 • January 13, 2005 with explicit reference being made to the approved structural drawings. If revisions are to be made we will require that they be submitted to our office prior to issuin7 our final report to the Building Official. Upon completion of our review and, if required, receipt of substantiating documentation of changes made by the SER. we will then issue our report to the Building Official. The report will state that in our professional opinion the structural designs for the buildings on this project ap- pear to be in compliance with building code requirements. If, on the other hand, there are issue; which cannot be ratified, we will note them In our report to the building inspector and arbit.r�j(.iou would then be required per the Code. Any time associated with having to go to arbltration will b(: an additional charge to our contract. Design delegated items such as pre-engineered timber or steel roof and/or floor trusses- metal wall stud systems, steel -pan stair systems, railing and guardrail systems, etc. will not be included In our pocr review other than us reviewing the performtu.ce Specification incorporated in the con- tract documcnts. Peer re.vicw of these items is assumed to be provided by the SER. Our final peer review letter would include i statcment on this regard. ---------------------- ...... ............. ....... ..................................... ...................... ..........:............ ........ r I"ORMATION REQUIREMENTS 1 The following information will be needed for us to commence with this project: ✓ Signed authorization from your office to proceed. ✓ A full Geotechnical report. ✓ Structural drawings (must be stamped and signed by the S.E.R.). Drawings must be essentially complete, well detailed and coordinated so as not to hinder our review. if drawings are incomplete or poorly coordinated we will return them without review or, seek additional compensation for having to provide services in a fragmented manner. ✓ List of any and all special structural loading conditions not specifically quantified on the construction documents. (i.e. provisions for mechanical, electrical and fire protec- tion equipment, components and systems, etc-) ✓ Complete set of ,Architectural drawings- ✓ Site plan with finish grade and building floor elevations. ✓ Complete set of Mechanical drawings (i.e. plumbing, HVAC, electrical and fire protec- tion) with weights of equipment heavier than 250 pounds. ✓ Complete project specifications for all structural components. Structural calculations prepared by the SER may be required for our use and review upon request by our office. Once we rccclve all the above listed information and documentation, it will take no longer than 20 working days for us to issue our report. This assumes that we receive prompt cooperation and responses from the SER. As soon as we receive and verify that the revised drawings (if required) are complete, we would then issue our letter of acceptance with respect to our peer review - Dei . 1/11105 . D1122POu;nS.dnc • vgeCn(a 01/13/2005 THU 14:28 FAX 1 978 682 0421 Daigle Engineers, Inc. 005/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 4 of 5 �, • January 13, 2005 FEE FOR SERVICES Our fee for conducting this review will be $ 9,750.00 (nine thousand, seven hundred and fifty dol- lars). This fee will be billed to you on a monthly basis as the services are provided. Reimbursable expenses, if any, (i.e. next day mail, etc.) will be billed above and beyond the above fixed fee at the rate of actual cost plus 15%. Our proposal assumes that the structure, as depicted on the constriction documents submitted for peer r(:vic:w, is in substantial compliance with the building code and engineering standards consistent with buildings of this type in this geographic area. Discovering, documenting, discuss- ing and mitigating Utz] exceSSivC nutllbe.r of defiCienci:es would take much more time then what can be included in a competitive proposal such xs this. Therefore additional charges would result to accornrnodate such extra scrviecs. Our fee, as quoted. assumes the review proe-css will be performed and completed iTi a continuous manner and not in a piece meal manner. If this assumption is not valid, we reserve the right to adjust our fee as required to accommodate the actual schedule and time requirements_ The level of detail on the structural drawings that we have been sent (they appear to be `Schc- matic" level drawings) are insufficient to perforn'l a structural peer review at this tine. We will re- quire structural drawings that are substantially complete, fully detailed and coordinated in order to perform our review. ............................................................................................................................................ ADDITIONAL SERVICES This proposal is based on the assumption that the design will be in substantial agreement with the code and standard practice. if there are any major issues that must be resolved due to lack of compliance with the code, extra charges may be required to offset our costs. This cost would be billed to you on an hourly basis to compensate us for added review tune- This would be based on the following rates: STAFF TYPE Principal Senior Structural Engineer Structural Engineer Project Engineer Associate Engineer Reimb, Expenses FEE 125.00 100.00 90.00 80.00 70.00 Cost plus 15% we will advise you of any extra services before we proceed with such services. Pfil , 1/13105 . u1327P0I1705 doe , Paae d of 5 01/13/2005 THU 14:29 FAX 1 978 682 6421 Daigle Engineers, Inc. U006/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 5 of 5 • January 13, 2005 Should you have any questions with respect to the contents of this proposal, please do not hesi- tate to contact our office. We thank you for this opportunity to be of service to you and look For- ward to working with you on this project. Very truly, DAIGLE ENGINEERS, INC. Donald L_ Peach, M.S., P -E_ (ext- 119) Senior Structural Engineer Ulpeach(2ldct Jleengineers.cum �K Robert K. Dai , P.E. (ext. 115) Principal/President rdaig Le @dalg Lee ny U ieers, com DLI'/dei 77771 AUTHORIZATION PROCEED R)Wny Jam (printed) A rs - ie: (printer Ag t Date: I I 1. DHI a 1113/05 • D1327P0111,05 dnc . Page 5 45 01/13/2005 THU 14:28 YAX 1 978 66Z t54L1 vaigle Engineers, tic. Daigle Engineer9 Inc.. _ 1 Ea9t River Placc Methuen, MA 01844-3818 978 682 1748 978 682 6421 fix www. dalgleengineers. eor❑ Date: January 13, 2005 RE: THE MEADOWS DEVELOPMENT DEI Pronosnl No.: D1327 C. VVl/VVO FAX COVER SHEET FAX COPY SENT TO FOLLOWING: ATTENTION COMPANY FAX NUMBER Joy Sandison Valley Realty Development, L.L.C. 1-971-327-6544 TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments.- Joy: omments: Joy: As you requested we have revised our proposal, dated 01 / 13/05, for structural peer review services on the above referenced to the entity Valley Realty Development, L.L.C. Please disregard and destroy the previous proposal, dated 01/11/05, that we previously we sent to you. Please do not hesitate to call our office if you have any questions or continents on this proposal and we look forward to working on this project with you. Sent by: Donald L. Peach, P.E-, ext_ 119 RECIPIENT: Please contact Daigle Engineers Inc. immediately if less than the specified number of pages is received, or if any portion is not legible. DEI • 1118/1)6 • u I'12-1 F'C7ti JOY nL vPkU.dor TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments.- Joy: omments: Joy: As you requested we have revised our proposal, dated 01 / 13/05, for structural peer review services on the above referenced to the entity Valley Realty Development, L.L.C. Please disregard and destroy the previous proposal, dated 01/11/05, that we previously we sent to you. Please do not hesitate to call our office if you have any questions or continents on this proposal and we look forward to working on this project with you. Sent by: Donald L. Peach, P.E-, ext_ 119 RECIPIENT: Please contact Daigle Engineers Inc. immediately if less than the specified number of pages is received, or if any portion is not legible. DEI • 1118/1)6 • u I'12-1 F'C7ti JOY nL vPkU.dor NORTHPOINT REALTY DEVELOPMENT SOUTHPOINT January 17, 2005 Mr. Robert Nicetta Building Inspector Town of North Andover 400 Osgood Street North Andover, MA 01845 RE: Valley Realty Development, LLC 2357 Turnpike Street Dear Mr. Nicetta: Please be advised that we will be using Daigle Engineers, Inc. to conduct a "peer review" of the structural design for the multiple buildings at the Oakridge Village and Maplewood Reserve residential development located at 2357 Turnpike Street in North Andover, MA. Attached, please see a copy of the signed proposal between Daigle Engineers, Inc. and Valley Realty Development, LLC. Should you have any questions or need further information, please do not hesitate to contact me at (978) 327-6540 x16. Thank you for your attention. Sincerely, r\ l W v� erry-Lynn ar, Project Manager RECEIVED JAN 18 2.005 BUILDING DEPT. P.O. Box 907, North Andover, MA 01845 • Office 978.327.6540 • Fax 978.327.6544 777 E. Atlantic Avenue, Suite Z - Box 371, Delray Beach, FL 33483 • Office 561.272.9958 • Fax 561.272.8941 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. aim January 13, 2005 Joy Sandison VALLEY REALTY DEVELOPMENT, L,L.C. 231 Sutton Street, Suite 1B North Andover, M.A, 01845 RE: PROPOSAL FOR STRUCTURAL PEER REVIEW SERVICES The Meadows Residential Development Route 114, North Andovr..r, MA (DEI PROP<aSAL No. D1327) Dear Joy: 0002/006 As you have requested, we are submitting this proposal to you for conducting a "peer review" of the structural design for the multiple buildings in the above referenced residential condominium development proposed to be built on Route 114 in North Andover, MA. (......._..__.-.................................................................. GENERAL PROJECT DESCRIP'T'ION We have based this proposal for services on the information contained on the preliminary struc- tural drawings (dated 12/3/04) arld the Site/Civil drawings No. C-2 (dated 4/12/04), No_ C-3 (dated 12/21/04) and No. C-3 (dated 4/28/04) that you forwarded to us for our use. Based on the aforementioned drawings, it appears that the proposed project consists of the following struc- tures. • Four (4) multi -story structures of garden style condominiums (Building. No. 1 through No. 4). • A single -story community building with in -ground pool (Building No. 5). + Eight (8) stand alone single story, multi -car garages (Buildings. No. 7, 8, 10, 12, 19, 21, 24 & 28). • Five (5), three -unit townhouse condominium building, some with attached garages (Buildings_ No. 15, 17, 20, 22 & 25). • One (1), four -unit townhouse condominium building (Building. No. 26). • 'levo (2), five -unit townhouse condominium buildings, some with attached garages (Buildings. No. 14 & 27). • Five (5), six -unit townhouse condominium building, some with attached garages (Buildings. No. 9, 11, 13, 16 & 18). • One (1), seven -unit townhouse condominium building (Buildings. No. 23). • One (1), twelve -unit townhouse condominium) building (Building. No. 6). Daigle Engineers, Inc, 1 East River Place Methuen, MA 01844-3818 9786821749 978 682 6421 fax www.d tigleengincers,com DEI • 1113N5 6 P137,7FKl11105 dvc 4 Pnp' 1 rd'5 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. [a 003/006 TIFF MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 2 of 5 January 13, 2005 The structural systems for the various buildings appear to consist of cast -in-place concrete foun- dations, structural steel framing in the lower levels of the multi -story garden style buildings, with timber framing above, and timber framing for the townhouse style condominiums. We were not provided the gross square footage of floor areas in the project but you advised us that the con- struction cost is approximately 37-2 willion dollars. .................................... ... .................................................................................................. OBJECTM OF REVIEW The objective of this review is to detcrrnirua if, generally, the structural plans and spceifie2t.i0m IOr the above referenced project arc in eonup]iani;e witti the structural requirements of the building code. This objective is limited to the extent nmessary to render an opinion regarding the stability and integrity of the primary structural systnins oi' the various buildings per the Suilding Codes Peer Review criteria described below. This review docs not address other structural systems nor docs it address serviceability issues. RESPONSIBILITY ...... .............................................................................................. I At no time shall it be construed that the Structural Engineer Project Peer Reviewer (Daigle Engi- neers, Inc.) through their project peer review services, is supplanting, or Joining with the Stn3c- tural Engineer of Record (SER) in his or her professional responsibility of the design of the Pri- mary Structural Systems for the buildings in this project. ............. ................................................................... SCOPE OF SERVICES - 1 Our services under this contract would entail conducting a structural peer review in accordance with the Massachusetts State Building Code, 780 CMR 110. 1 I and Appendix T and as discussed below. During our peer review, we may communicate with the SER directly as required to discuss any questions on the project and have any questions answered and concerns addressed with regard to our review. We will draft and issue a memo, or letter, presenting our questions, comments, con- cerns, etc. to the SER for their review and written response. if multiple iterations are required during this review additional fees may be required by our office. typically, this process results in either our office accepting the SER's justification, through supporting documentation submitted to our office, or the SER adjusts or revises the structural drawings to accommodate our concerns. Any changes to the structural construction documents that are deeined necessary shall be sub- mitted to our office, via a wet sealed and signed letter by the, SER, and shall include any and all applicable sketches or copies of revised details. if significant adjustments are required, a revised set of structural drawings will have to be resubmitted to us for verifleation that all issues noted have been properly addressed. Said revised drawings shall bear a revision date along with the "wet seal' and original signature of the SER so that our final letter of acceptance can be issued DEI ♦ 1/1305 r D1327P011305Aur • Pm 2 of 5 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. 004/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer review Page 3 of 5 • January 13, 2005 with explicit reference being made to the approved structural drawings. If revisions are to be made we will require that they be submitted to our office prior to issuing our final report to the Building Official. Upon completion of our review and, if required, receipt of substantiating documentation of changes made by the SER. we will then issue our report to the Building Official. 1"he report will state that in our professional opinion the structural designs for the buildings on this project ap- pear to be in compliance with building code requirements, if, on the other hand, there are issues which caiulot be ratified, we will note thein In our report to the building inspector and arbitration would then be required per the Code. Any time associated with having to go to arbitration will be. an additional charge to our contract. Design delegated items such as pre-engineered timber or steel roof and/or floor trusses. metal wall stud systems, steel -pan stair systeius, railing and guardrail systems, etc. will not be Included In our peer review other than us reviewing the perforztiance specification incorporated in the con- tract documents- Pecr rcvicw of these items is assiinied to be provided by the SER. Our final peer review letter would include a sttatement on this regard. ........................................................................................................................................ M FORMATION REQUIREMENTS The following information will be needed for us to commence with this project: ✓ Signed authorization from your office to proceed. ✓ A full Geotechnical report. ✓ Structural drawings (must be stamped and signed by the S.E.R.). Drawings must be essentially complete, well detailed and coordinated so as not to hinder our review. If drawings are incomplete or poorly coordinated we will return them without review or, seek additional compensation for having to provide services in a fragmented manner. ✓ List of any and all special structural loading conditions not specifically quantified on the construction documents (i.e. provisions for mechanical, electrical and fire protec- tion equipment, components and systems, etc.) ✓ Complete set of ,Architectural drawings_ ✓ Site plan with finish grade and building floor elevations. ✓ Complete set of Mechanical drawings (i.e. plumbing, HVAC, electrical and lire protec- tion) with weights of equipment heavier than 250 pounds. ✓ Complete project specifications for all structural components. Structural calculations prepared by the SER may be required for our use and review upon request by our office. Once we receive all the above listed information and documentation, it will take no longer than 20 working days for us to issue our report. 'Phis assumes that we receive prompt cooperation and responses from the SER. As soots as we receive and verify that the revised drawings (if required) are complete, we would then issue our letter of acceptance with respect to our peer review. Del . 1111/05. D1327P01I;OS.Mc * page of.j 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. 2005/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North .Andover Peer Review Page 4 of 5 • January 13, 2005 FEE FOR SERVICES Our fee for conducting this review will be $ 9,750.00 (nine thousand, seven hundred and fifty dol- lars). This fee will be billed to you on a monthly basis as the services are provided. Reimbursable expenses, if any, (i.e. next day mail, etc.) will be billed above and beyond the above fixed fee at the rate of actual cost plus 15%. Our propiltial assumes that the stnicture, as depicted oil the construction documents submitted ror peer review, i5 in substantial compliance with the building code and engineering standards consistent with buildings of this type in this geographic area. Discovering, documenting, discuss - inn and mitigating �u1 excessive number of deficiencies would take much more time then what caul be included in a competitive proposal such as this. Therefore additional charges would result to accommodate such extra scrvlms. Our fee, as quoted. assumes the review process will be performed and completed in a C0J1tinuous mariner and not in a piece meal manner. if this agsurnption is not valid, we, reserve the right to adjust our fee as required to accommodate the actual schedule and time requirements. The level of detail on the structural drawings that we have been sent (they appear to be `Sche- matic" level drawings) are insufficient to perfoizll a structural peer review at this time. We will re- quire structural drawings that are substantially complete, fully detailed and coordinated in order to perform our review. .................................................................. 1 ADDITIONAL SERVICES This proposal is based on the assumption that the design will be in substantial agreement with the code and standard practice. If there are any major issues that must be resolved due to lack of compliance with the code, extra charges may be required to offset our costs. This cost would be billed to you on an hourly basis to compensate us for added review time. This would be based on the following rates: STAFF TYPE Principal Senior Structural Engineer Structural Engineer Project Engineer Associate Engineer Reimb. Expenses FEE 125.00 100.00 90.00 80.00 70.00 Cost phis 15% We will advise you of any extra services before we proceed with such services. PBI I MMS • U1317p0I1305 doc • Pagel of 5 01/10/2005 THU 14:29 FAX 1 978 682 6421 Daigle Engineers, Inc. la 006/006 THE MEADOWS RESIDENTIAL DEVELOPMENT, North Andover Peer Review Page 5 of 5 • January 13, 2005 Should you have any questions with respect to the contents of this proposal, please do not hesi- tate to contact our office. We thank you for this opportunity to be of service to you and look for- ward to working with you on this project. Very truly, DAIGLE ENGINEERS, INC. Donald L. Peach, M.S., P.E- (ext- 119) Senior Structural Fngincer (llpeachr9daLccileengineers. com 1 Robert K. Dai P. E. (e)ct. 115) Principal/ President rdafg fe @dalg fee ny U leers. com DLI'/dei AUTHORIZATION TO PROCEED � r D F:1 • 1/13/05 • D1127PO 11;(15 doc o Paves of m 01/13/2005 THU 14:28 FAX 1 978 682 6421 Daigle Engineers, Inc. Daigle Engineers Inc - 1 Eaa River P1aCC Methuen, MA 01844-8818 978 682 1748 978 682 6421 fax www. dalgleengineers.com Date: January 13, 2005 RE: THE MEADOWS DEVELOPMENT DEI Proposal No.: D1327 10001/006 FAX COVER SHEET FAX COPY SENT TO FOLLOWING: ATTENTION COMPANY FAX NUMBER Joy Sandison Vallcy Realty Development,-L.L.C. 1-978-327-6544 TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments.- Joy: omments: Joy: As you requested we have revised our proposal, dated 01 / 13/05, for structural peer review services on the above referenced to the entity Valley Realty Development, L.L.C. Please disregard and destroy the previous proposal, dated 01/11/05, that we previously we sent to you. Please do not hesitate to call our office if you have any questions or continents on this proposal and we look forward to working on this project with you. Scnt by: Donald L. Peacb, P.F., ext. 119 RECIPI>✓NT: Please contact Dalglc Engineers Inc. immediately if less than the speeilied number of pages is received, or if any portion is not legible. DEI. 1/19/0!1 4 ui-'12-1 ti -JOY nLNPku.dor TOTAL NUMBER OF PAGES INCLUDING THIS PAGE Comments.- Joy: omments: Joy: As you requested we have revised our proposal, dated 01 / 13/05, for structural peer review services on the above referenced to the entity Valley Realty Development, L.L.C. Please disregard and destroy the previous proposal, dated 01/11/05, that we previously we sent to you. Please do not hesitate to call our office if you have any questions or continents on this proposal and we look forward to working on this project with you. Scnt by: Donald L. Peacb, P.F., ext. 119 RECIPI>✓NT: Please contact Dalglc Engineers Inc. immediately if less than the speeilied number of pages is received, or if any portion is not legible. DEI. 1/19/0!1 4 ui-'12-1 ti -JOY nLNPku.dor NORUPOINT REALTY DEVELOPMENT SOUTHPOINT January 17, 2005 Mr. Robert Nicetta Building Inspector Town of North Andover 400 Osgood Street North Andover, MA 01845 RE: Valley Realty Development, LLC 2357 Turnpike Street Dear Mr. Nicetta: Please be advised that we will be using Daigle Engineers, Inc. to conduct a "peer review" of the structural design for the multiple buildings at the Oakridge Village and Maplewood Reserve residential development located at 2357 Turnpike Street in North Andover, MA. Attached, please see a copy of the signed proposal between Daigle Engineers, Inc. and Valley Realty Development, LLC. Should you have any questions or need further information, please do not hesitate to contact meat (978) 327-6540 x16. Thank you for your attention. S' erely, �'.. `..y, Gerr -L rut arc y ('✓(/L!' Y Y � W Ux Project Manager P,O. Box 907, North Andover, MA 01845 • Office 978.327.6540 • Fax 978.327.6544 777 E. Atlantic Avenue, Suite Z - Box 371, Delray Beach, FL 33483 - Office 561.272.9958 s Fax 561.272.8941 PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 2 -7..� s 1 NAME OF BUILDING:12>0 ` � L.(J r1�i 1 kt NATURE OF PROJECT: AO V, A. I IN AftORDANCE WITHTICLE 116 OF THE MASSACHUSETTS STATE BU 11N��.0 E REGISTRATION NO. G BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT • ARCHITECTURAL • FIRE PROTECTION • LECTRICAL • STRUCTURAL • MECHANICAL • OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVI UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REP( SATISFACTORY COMPLETION AND READINESS OF THE PROJECT SUB EJ SWO�O BEFO ME THIS DAY OF f\lOtAR\1/ MY COMMISSION EXPIRES 40—Zq_68 ROBERT F. KRIM JR. Notary PLblic CMv Commission of ssaftuft EXPires October 24, 2008 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: 2 -7..� s 1 NAME OF BUILDING:12>0 ` � L.(J r1�i 1 kt NATURE OF PROJECT: AO V, A. I IN AftORDANCE WITHTICLE 116 OF THE MASSACHUSETTS STATE BU 11N��.0 E REGISTRATION NO. G BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT • ARCHITECTURAL • FIRE PROTECTION • LECTRICAL • STRUCTURAL • MECHANICAL • OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVI UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REP( SATISFACTORY COMPLETION AND READINESS OF THE PROJECT SUB EJ SWO�O BEFO ME THIS DAY OF f\lOtAR\1/ MY COMMISSION EXPIRES 40—Zq_68 ROBERT F. KRIM JR. Notary PLblic CMv Commission of ssaftuft EXPires October 24, 2008 q N°"'" O .., OFFICE OF BUILDING INSPECTOR �M TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL. 1sS CHUS= PROJECT NUMBER: PROJECT TITLE: D�KeIDIaL� VI i_i, 4L,E' "I.7 H,4r'I-EWDUD K&-Su9VE _ PROJECT LOCATION: TOP-OPIKC S1-9&__tT- NAME OF BUILDING: 50IL-Dlti./eg- �d '� Cv"r''i! "i rr i3t)I LPtg4 NATURE OF PROJECT: IJEt✓ )e 3 /DE7L117#4'L- 0045MOC-Tlen)U IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, TND N tf5 5-I u t &-W t G Z REGISTRATION NO. 7 q& g BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: r— ENTIRE PROJECT FIRE PROTECTION 0 ARCHITECTURAL ]a STRUCTURAL 0 MECHANICAL ELECTRICAL 0 OTHER (SPECIFY) =^^ " ""^"E PdallnEu^ r :�:JcCTn:v^u TIHA TO THE BEST OF 1v: I�Atv>"vLEGc:, :3u%i-i rLhi�:�; r.E .acv . COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF T'HE !:BASS: CHUBS1 , STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE. AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the constriction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is.being performed in a.manner consistent with the construction documents. ' PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REI TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING UPON COMPLETION OF THE WORK,o I SHALL SUBMIT A FINAL REPORT AS TO THE � E SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUP�AN (SIGNATURE SU S_ I AND S _Tj0 _BEFORE ME THIS l DAY OF <-- --DAY � 2005 C otary Public,�,,�r tj �� 0 Oq Commonwealth of M �c iISS10iJ EXPIRES [ ' �✓1 / My Commission fres August 21, 2009 MT" OFFICE OF BUILDING INSPECTOR a TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL tL'u+Ff MI(+ PROJECT NUMBER: PROJECT TITLE: Oakridge Village and Maplewood Reserve PROJECT LOCATION: Turnpike Street NAME OF BUILDING: Building No. 5 - Community Building NATURE OF PROJECT: New Building IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I,_ William D. Lovallo REGISTRATION NO. 36883 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT • ARCHITECTURAL STRUCTURAL • MECHANICAL • 1% FIRE PROTECTION • ELECTRICAL • OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACH STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code -required controlled materials 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGNATURE SUBSCRIBED AND SWORM TO BEFORE ME THIS 10th DAY OF January 2005 1_/L—u M1./ NOTARY PUBLIC MY COMMISSION EXPIRES 22 Dec. 2011 OFFICE OF BUILDING INSPECTOR �, f j TOWN OF NORTH ANDOVER TOCK : 4�nPGRATION CONSTRUCTION CONTROL PRWECTNUmam. PROJECT TITLE PROJECT NAME OF NATURE C IN ACCORDANCE WITH ARTICLE i iB OF THE MASSACHUSETTS STATE BUILDING CODE. !?.QLmLLii C^) �^.] ,�. , REGISTRATION NO.._J BEING A REGISTERED PROFESSIONAL. ENGWIMEWARCMTECH HERESY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ❑ ARCHITECTURAL ❑ STRUCTURAL ❑ MECHANICAL ❑ FIRE PROTECTION I ELECTRICAL. ❑ OTHER (SPECIFY) flrthA�. u- op, y FCR THE AwvE NAMED PRojECr ANG THAT. TO THE HEST OF my KwwLEta`E. am:" pLAp , COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE pROVISION OF THE MASSACHUSETTS STATE GIILOM CODE. ALL ACCEPTABLE ENG;NEERjmG pRATICES. AND APPLICABLE LAWS AND OR&INANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY INAT I SHALL PERFORM THE NECESSARY PROFEMONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR ANDPI OCNC BASIS TO DETFA>t W THAT THE WORK IS PROCE_EMNG INACCOhDANCE WITH THE OOCtlb BOSAPPROVFEED FOR THe BUU)M PERMIT AND SHALL BE RES?ONSIOLF. FOR TETE FOLLOWING AS SPEGFIED IN SECTION 116.0 1. RevkmK for confomw= to the 0051911 eatice%. 3110P *aw W, samples and other submri is wt" aro aubrruttad by the co nein ac--ordence with +he mqui enmnts o(theconstruckm docurnerlts 2 Review =%I Wprmral of S1r geatity control procedures tot ad coQ e -required Ccratdted materials. 3. Be present at tMelvals appropriate to the 51390 of CC11sfl:CLtOn to t1eC0t1:e. geIletatly famidar whit' the progress and quality of the work and to detLUmtine, in general. E ow wft is teeing y� perkmed in a mamm coraii3tent with the mon documents. ROBERT 8. �G' ClJMNAINGS PURSUANT TO SECTION 1162 2' I SHALL SUBMIT FIRE PR(s;' ,T!0N m TOGETHER WITH PERTINENT CCIMMENT'S TO THE NORTH 1NSP 9�:0.329 D, GISTEP UPON COMPLETION OF THE WORK, I SHALL SLOW A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPAN LBSCRlBED AND $YVpRN TO BE—TORE ME THIS—r[— QAY OF Y PU6UC , MY COMMISSION EXPIRES Lk 9 09/21/99 TUE 10:37 ITI/RX NO 75721 40003 Cummings,ates 181 Bow Bog Road Bow, NH 03304 (603) 224-7453 bobcfpe@comcast.net (603) 224-7467 DESIGN AFFIDAVIT Subject: Oakridge Village Building 5 Route 114 N. Andover, MA I certify to the best of my knowledge, information and belief that the automatic sprinkler system is designed and will be installed in conformance with NFPA 13 and the Sixth Edition of the Massachusetts State Building Code and all other applicable codes, laws and regulations. Work associated with the fire alarm system is not part of the sprinkler contractor's scope and will be accomplished by others. System Installer: Hampshire Fire Protection (603) 432-8221 Engineer Name: Robert B. Cummings Company Name: Cummings & Associates Address: 181 Bow Bog Road Bow, New Hampshire 03304 Telephone: (603) 224 - 7453 MA Registration No.: 39299 Date: January 15, 2005 Cummings & Associates Robert B. Cummings, P.E. MA FIDE no. 39299 NH FPE no. 9628 _ _ .Fire Protection by Computer Design 181 Bows Bog Road Bow, Nrf 03304 (603)224-7453 iax(603)224-7467 HAMPSHIRE FIRE PROTECTION CO. 8 NORTH WENTWORTH AVE. LONDONDERRY NH 03053 603-432-8221 Job Name OAKRIGDE BUILDING 5 (RA 5-2) Building BUILDING 5 Location NORTH ANDOVER, MA System 5-2 Contract 3348CMA Data File OAK5-2.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ` HAMPSHIRE FIRE PROTECTION CO. Page 1 OAKRIGDE BUILDING 5 (RA 5-2) Date 12/29/04 Hydraulic Design Information Sheet Name - OAKRIDGE VILLAGE Date - 12/29/04 Location - NORTH ANDOVER, MA Building - BUILDING 5 System No. - 5-2 Contractor - TOCCI Contract No. - 3348CMA Calculated By - LB Drawing No. - 2 Construction: (X) Combustible ( ) Non -Combustible Ceiling Height - NA Occupancy - COMMUNITY BUILDING (MECH) S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1778 System Type Sprinkler/Nozzle Density - 0.15 ( ) Wet Make GLOBE D Area Per Sprinkler - 130 MAX (X) Dry Model GLQR E Elevation at Highest Outlet - 27.25 ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Encap. ( ) Preaction K -Factor 5.6 I Rack Sprinkler Allowance - ( ) Non ( ) Other Temp.Rat.200 G Hose Allowance - Outside - 250 0 C N R K Flue Spacing Note Ceiling A Longitudinal Calculation Flow Required - 745.4 Press Required - 88.224 At TEST Summary C -Factor Used: 100 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 9/22/03 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 100 @ Press - R Residual Press - 96 Elev. - Well Flow - 1370 Proof Flow S Elevation - U P Location - PALOMINO AT ROUTE 114 P L Source of Information - NORTH ANDOVER PUBLIC WORKS Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 N rn N CNN a� co co CL O Z -� O N �-- LO Lui U ~OLLJ 2 � az U LLJ0 CL LLJ m S aw C _ U CD a. cu =0 0 M O Q 2 Z E c0 t .a c_ r N 7 O a' U C v a� v a O rn O a O 3 CL aaa� din gaa cOC�� ac�ao OWN � ��OOp NtiO .............. c cu E 0 0 00 �a?��ma?m c: C) w cn cn ""c� .� ANN O OMtl- DDD=2�fn . cu O 0 CD r N 0 O r LO 00 O � NZ r O J U- O O O a. al 0 o�� co L in � O U)aa cu cu v� fA N ��OfIx o0 � i jj O MT -NN �UUU N LO r Cl) r O N w o%t U 000 COO M N a w c� cn w 0 M O Q 2 Z E c0 t .a c_ r N 7 O a' U C v a� v a O rn O a O 3 CL c �a?��ma?m w cn cn ""c� .� ANN O OMtl- DDD=2�fn . N e- V E 0 U Fittings Summary HAMPSHIRE FIRE PROTECTION CO. Page 3 OAKRIGDE BUILDING 5 (RA 5-2) Date 12/29/04 Fitting Legend Abbrev. Name A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary 6 8 10 12 14 16 18 ' HAMPSHIRE FIRE PROTECTION CO. 24 17.0 27.0 29.0 Page 4 OAKRIGDE BUILDING 5 (RA 5-2) 9.0 10.0 Date 12/29/04 Unadjusted Fittings Table 1.0 1.0 1/2 3/4 1 1 1/4 11/2 2 21/2 3 31/2 4 47.0 A 12.0 14.0 7.7 21.5 27.0 17.0 B 45.0 50.0 61.0 7.0 10.0 9.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 5.0 6.0 7.0 9.5 17.0 11.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 33.0 36.0 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 40.0 10.0 12.0 16.0 14.0 22.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 109.0 130.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 81.0 91.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 8.5 29.0 13.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 13.1 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 u 12.0 1.8 2.2 2.6 27.0 3.4 V 45.0 50.0 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 17.0 27.0 29.0 9.0 10.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 47.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 36.0 55.0 45.0 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 10.0 12.0 16.0 19.0 22.0 33.0 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 4.2 5.0 5.0 8.5 10.0 13.0 13.1 31.8 35.8 27.4 21.0 25.0 33.0 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD HAMPSHIRE FIRE PROTECTION CO. Page 5 OAKRIGDE BUILDING 5 IRA 5-2) Date 12/29/04 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req 125 16.0 5.6 9.25 na 17.03 .15 99 7.0 126 16.0 5.6 10.33 na 18.0 .15 99 7.0 127 16.0 5.6 12.16 na 19.53 .15 99 7.0 128 16.0 5.6 14.61 na 21.41 .15 99 7.0 129 16.0 5.6 16.75 na 22.92 .15 99 7.0 130 16.0 5.6 18.41 na 24.03 .15 99 7.0 L05 16.0 20.58 na 131 22.5 5.6 19.72 na 24.87 .15 109 7.0 132 22.5 5.6 22.45 na 26.54 .15 109 7.0 133 22.5 5.6 24.05 na 27.46 .15 109 7.0 L06 22.5 25.85 na 134 27.25 5.6 20.26 na 25.2 .15 109 7.0 135 27.25 5.6 22.35 na 26.47 .15 109 7.0 136 27.25 5.6 24.55 na 27.75 .15 109 7.0 L07 27.25 20.8 na L08 27.25 23.59 na L09 27.25 25.19 na L10 27.25 27.03 na 137 22.5 5.6 20.51 na 25.36 .15 109 7.0 138 22.5 5.6 23.34 na 27.05 .15 109 7.0 139 22.5 5.6 24.99 na 28.0 .15 109 7.0 1-11 22.5 26.86 na 140 16.0 5.6 7.03 na 14.85 .15 99 7.0 141 16.0 5.6 7.87 na 15.71 .15 99 7.0 142 16.0 5.6 8.71 na 16.53 .15 99 7.0 143 16.0 5.6 11.86 na 19.29 .15 99 7.0 144 16.0 5.6 13.53 na 20.6 .15 99 7.0 145 16.0 5.6 16.28 na 22.59 .15 99 7.0 146 16.0 5.6 18.7 na 24.22 .15 99 7.0 L12 16.0 20.91 na A13 12.5 38.63 na A14 12.5 38.85 na A15 12.5 39.35 na A16 12.5 40.18 na A17 12.5 41.76 na A11 12.5 53.84 na Al2 3.0 63.5 na U01 2.0 69.5 na UO2 0.0 79.0 na UO3 0.0 79.58 na U04 0.0 80.03 na TEST -16.5 88.22 na 250.0 The maximum velocity is 21.08 and it occurs in the pipe between nodes L12 and A17 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard HAMPSHIRE FIRE PROTECTION CO. Page 6 OAKRIGDE BUILDING 5 (RA 5-2) Date 12/29/04 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 125 17.03 1.049 8.000 9.251 K Factor = 5.60 to 100 0.0 0.0 126 17.03 0.1354 8.000 1.083 Vel = 6.322 126 18.01 1.38 1 E 2.141 11.330 10.335 K Factor = 5.60 to 100 2.142 0.0 127 35.04 0.1353 13.472 1.823 Vel = 7.516 127 19.52 1.38 8.000 12.157 K Factor = 5.60 to 100 0.0 0.0 128 54.56 0.3070 8.0.00 2.456 Vel = 11.703 128 21.41 1.61 8.000 14.613 K Factor = 5.60 to 100 .0.0 0.0 129 75.97 0.2674 8.000 2.139 Vel = 11.972 129 22.92 1.61 IT 5.710 3.080 16.752 K Factor = 5.60 to 100 5.712 0.0 L05 98.89 0.4354 8.792 3.828 Vel = 15.584 0.0 98.89 20.580 K Factor= 21.80 130 24.03 1.049 1T 3.568 4.920 18.407 K Factor = 5.60 to 100 3.570 0.0 L05 24.03 0.2561 8.490 2.174 Vel = 8.921 L05 98.88 1.61 4E 2.855 8.250 20.580 to 100 IT 5.710 17.136 1.516 A13 122.91 0.6511 25.386, 16.528 Vel = 19.370 0.0 122.91 38.624 K Factor= 19.78 131 24.87 1.049 10.000 19.724 K Factor = 5.60 to 100 0.0 0.0 132 24.87 0.2729 10.000 2.729 Vel = 9.232 132 26.53 1.38 IT 4.282 8.080 22.453 K Factor = 5.60 to 100 4.284 0.0 L06 51.4 0.2749 12.364 3.399 Vel = 11.025 0.0 51.40 25.852 K Factor= 10.11 133 27.46 1.049 1 T 3.568 1.920 24.052 K Factor = 5.60 to 100 3.570 0.0 L06 27.46 0.3277 5.490 1.799 Vel = 10.194 L06 51.41 1.38 1T 4.282 10.000 25.852 to 100 4.284 4.331 A14 78.87 0.6070 14.284 8.671 Vel = 16.918 0.0 78.87 38.854 K Factor= 12.65 134 25.20 1.049 1 E 1.427 0.500 20.256 K Factor = 5.60 to 100 1.428 0.0 L07 25.2 0.2796 1.928 0.539 Vel = 9.355 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard HAMPSHIRE FIRE PROTECTION CO. Page 7 OAKRIGDE BUILDING 5 (RA 5-2) Date 12/29/04 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 25.20 20.795 K Factor= 5.53 135 26.47 1.049 IT 3.568 0.500 22.346 K Factor = 5.60 to 100 3.570 0.0 L08 26.47 0.3061 4.070 1.246 Vel = 9.826 0.0 26.47 23.592 K Factor= 5.45 136 27.74 1.049 1 E 1.427 0.500 24.547 K Factor = 5.60 to 100 1.428 0.0 L09 27.74 0.3340 1.928 0.644 Vel = 10.298 0.0 27.74 25.191 K Factor= 5.53 L07 25.20 1.049 10.000 20.796 to 100 0.0 0.0 L08 25.2 0.2796 10.000 2.796 Vel = 9.355 L08 26.47 1.38 IT 4.282 8.080 23.592 to 100 4.284 0.0 L10 51.67 0.2776 12.364 3.432 Vel = 11.083 0.0 51.67 27.024 K Factor = 9.94 L09 27.74 1.049 IT 3.568 1.920 25.191 to 100 3.570 0.0 L10 27.74 0.3341 5.490 1.834 Vel = 10.298 L10 51.68 1.61 1T 5.710 14.750 27.025 to 100 5.712 6.388 A15 79.42 0.2902 20.462 5.939 Vel = 12.516 0.0 79.42 39.352 K Factor= 12.66 137 25.36 1.049 10.000 20.507 K Factor = 5.60 to 100 0.0 0.0 138 25.36 0.2829 10.000 2.829 Vel = 9.414 138 27.05 1.38 1T 4.282 8.080 23.336 K Factor = 5.60 to 100 4.284 0.0 L11 52.41 0.2850 12.364 3.524 Vel = 11.242 0.0 52.41 26.860 K Factor = 10.11 139 28.00 1.049 1T 3.568 1.920 24.994 K Factor = 5.60 to 100 3.570 0.0 1-11 28.0 0.3397 5.490 1.865 Vel = 10.394 L11 52.40 1.38 1T 4.282 10.000 26.859 to 100 4.284 4.331 A16 80.4 0.6290 14.284 8.985 Vel = 17.246 0.0 80.40 40.175 K Factor= 12.68 140 14.85 1.049 8.000 7.032 K Factor = 5.60 to 100 0.0 0.0 141 14.85 0.1051 8.000 0.841 Vel = 5.513 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 sinal Calculations - Standard HAMPSHIRE FIRE PROTECTION CO. OAKRIGDE BUILDING 5 (RA 5-2) Page 8 Date 12/29/04 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 141 15.71 1.38 8.000 7.873 K Factor = 5.60 to 100 0.0 0.0 142 30.56 0.1051 8.000 0.841 Vel = 6.555 142 16.53 1.38 1 E 2.141 11.330 8.714 K Factor = 5.60 to 100 2.142 0.0 143 47.09 0.2338 13.472 3.150 Vel = 10.101 143 19.29 1.61 8.000 11.864 K Factor = 5.60 to 100 0.0 0.0 144 66.38 0.2082 8.000 1.666 Vel = 10.461 144 20.60 1.61 8.000 13.530 K Factor = 5.60 to 100 0.0 0.0 145 86.98 0.3434 8.000 2.747 Vel = 13.707 145 22.59 1.61 IT 5.710 3.080 16.277 K Factor = 5.60 to 100 5.712 0.0 L12 109.57 0.5264 8.792 4.628 Vel = 17.267 0.0 109.57 20.905 K Factor= 23.96 146 24.22 1.049 IT 3.568 4.920 18.701 K Factor = 5.60 to 100 3.570 0.0 L12 24.22 0.2598 8.490 2.206 Vel = 8.991 L12 109.57 1.61 4E 2.855 8.250 20.906 to 100 IT 5.710 17.136 1.516 A17 133.79 0.7617 25.386' 19.336 Vel = 21.084 0.0 133.79 41.758 K Factor= 20.70 A13 122.91 3.26 10.880 38.625 to 100 0.0 0.0 A14 122.91 0.0210 10.880 0.228 Vel = 4.724 A14 78.87 3.26 9.500 38.853 to 100 0.0 0.0 A15 201.78 0.0524 9.500 0.498 Vel = 7.756 A15 79.42 3.26 8.500 39.352 to 100 0.0 0.0 A16 281.2 0.0969 8.500 0.824 Vel = 10.809 A16 80.41 3.26 10.250 40.176 to 100 0.0 0.0 A17 361.61 0.1543 10.250 1.582 Vel = 13.899 A17 133.78 3.26 1L 4.796 24.550 41.758 to 100 IT 14.388 19.192 0.0 A11 495.39 0.2763 43.742 12.087 Vel = 19.042 A11 0.01 4.26 2L 5.638 17.330 53.845 to 100 IT 18.795 56.409 4.114 Al2 495.4 0.0751 1D 26.313 73.739 5.537 Vel = 11.151 Al2 0.0 4.26 1L 5.638 2.000 63.496 to 100 5.641 5.433 Fixed loss = 5 U01 495.4 0.0751 7.641 0.574 Vel = 11.151 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard 0.01 8.27 1G ' HAMPSHIRE FIRE PROTECTION CO. 300.000 Page 9 OAKRIGDE BUILDING 5 (RA 5-2) to Date 12/29/04 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 361.680 0.576 Vel = 2.959 UO3 0.0 8.27 U01 -0.01 4.1 1L 8.720 140.000 69.503 to 140 1T 29.067 37.787 0.866 UO2 495.39 0.0486 1T 177.787 8.632 Vel = 12.038 UO2 0.01 8.27 1G 6.326 300.000 79.001 to 140 1T 55.354 61.680 0.0 UO3 495.4 0.0016 361.680 0.576 Vel = 2.959 UO3 0.0 8.27 1G 6.326 220.000 79.577 to 140 1T 55.354 61.680 0.0 U04 495.4 0.0016 281.680 0.449 Vel = 2.959 U04 0.0 12.34 4G 9.369 4600.000 80.026 to 140 37.476 7.146 TEST 495.4 0.0002 4637.476 1.052 Vel = 1.329 250.00 Qa = 250.00 745.40 88.224 K Factor= 79.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -a-'v-je5 13.36 From: To -- SC -67927- -380 1. P. PROJECT NUMBER: PROJECT TIT LE,— LOCATION NAME OF BUILDING: OFFICE OF BUIL TOWN OF NO NATURE OF PROJECT: ---Re's ide.11 ACCORDANCE lie or - BEING A REGISTERED PROFESSIONAL ENGINEERtAR( HAVE PREPARED OR DIRECTLY SUPERVISED THe PRf COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT 0 ARCHITECTURAL 0 'X INSPECTOR ANDOVER Aj CEIVED --FEB 15 2005 UILDING DEPT. HUSETTS STATE BUILD. NG CODE iEGISTRATION NO.,A.CQ!j,1 4-7 1 BCH HEREBY CERTIFY THAT I RATION OF ALL DESIGN, PLANS, L 0 MECHANICi k FIRE PROTECTION 0 ELECTRICAL 0 OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT. TO THE BEST OF MY KNOWLEGE, SUCH PL NS, CC. NIPUnATIONS AND SPECIFICATIONS M17ET 'PIE APPLICAACe PPOVISION OF THE MAGaNCHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRArTICES- AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND 8 EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC MSIS TO DETEFMINE THAT THE WORK I$ PROCEEEDING IN ACCORDANCE WITH THE DCUMENTS APPROVED FOR T , rir= BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN UF-IGTION 1 1"(j.0 1. Review, for Conformance to the, design coneW, S1`10p (14Mngs, samples and other w6mittals which am subrytitted by the contractor in acoordanm wltlr the requirements of the cont'Aruction documents. 2. Review and approval of The quality control procedures for all code -required controllec> materials, $. Be present at intervals apprwriatetothe stag6of oonstr6cUon to become, generally flimiliar vAth6the progress and quality of ft vmrk and to determirie, in general, if the wc4 is toeingperformed in a manner consistent with the construction d6oumerft. PURSUANT TO SECTION 116-2 -2 1 SHALL SUBMIT WEEKLY, A PROGRESS REPC!RT TOGETHER WITH PERTINENT COMMENTS TGTHE NORiii- ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS To SATISFACTORY COMPLETION AND REE$ AQIN$ OF THE! PROJECT FOR OC tcy, 01 RISED AND SWORN TO BEFORE ME THIS DAY OF An ALi�s I - d4fi- NOTARY PU13LIC -OMMISSION EXPIRES 31--tpol BILLIE YOUNGBLOOD NOTARY PUBLIC STATE OF TEXAS 14,2©Oa 00:48 My Commission Expires IS JULY 31.2008 I AV Air Conditioning Company Mechanical Contractors Jr To: TOCCI 660 Main St. Woburn, MA. 01801 Attention: Phil Briselli Phone: 781-935-5500 Date: January 21, 2005 From: Jayson McMillan Re: Oakridge Village Number of copies being forwarded: I affidavit. Kind regards, Jayson McMillan Mechanical Designer 4133 SOUTHERLAND HOUSTON, TEXAS 77092-4416 PHONE (713) 460-7300 FAX (713) 460-7301 Sent By: ; 603-859-0418; Feb -14-05 1:OOPM; Page 1/4 NXTST Z�e E RONMENTAL INC.. 122 Mast Road, Suite 6, Lee, NH 03824 643-659-0416 4, Fax 603-659-0418 • westenv@lobo-software.com FAX TRANSMISSION DATE: February 14, 2 5 TO: David Anderson, Projekt Superintendent Fax #: (978) 681-8333 Tocci 660 Main Street Woburn, MA 01801 CC: Gerry Lynn Dar ey Fax #k: (978) 327--6544 Northpoint Deyelopment North Aadover Conservation Comm. Fax #: (978) 688-9542 FROM: Earle Chase West Envirow RE: The Meadows, Sl3RJFC. T: Environmental Number Pages Attached: 3 Attached please find thc; Inc. Andover, MA wring Report WEI # 04F-MIMA reports for 2/11105,1/13/05 and 12/17/04 RECEIVED FEB 15 2005 BUILDING DEPT. Sent By: ; 603-659-0418; i "The Meadows' North Amlover, MA 01845 Feb -14-05 1:00PM; Page 2/4 to BE CcWPLErm EvFjy 744 DAYS AND WI THIN 24 HOURS W ASIGNIMANT RA[N EVENTOr 0.5INCHES oR MORE NOTE Ti41TffMCEPA-•1 TDF-5-,SWPYN (57109AI WATFRPkXl LmoNPZfYFNTrnx�'cWJ Inspector(s) Name.: Earle Ch se Re rewntin : West En ' onmentaL Lw - ifieations- Wetlands Sdentist / Forester Necesury Permits Posted? MY —Y Lj N Client Name- NorC ..... Tit[kvelo n=t Conttor Name rac Dcwrmz Construction . On sirs Contractur Consult? Con . Ancle m with David of Tmd oonstmctimf Activity State STOCKPILING OF SOILS IS EVI BUILDING ilt Ftnce/Ha bale Stat LoxaUon: .atch Lia n Statu Location; CATCH BASINS ARE NOT A Cl A°1' THIS TIME tention Basin Stare Lneation: �kwatering Statu NIA stet Clarit NO 1SSU S IN ANY AL7JACEN'. Islope Stabilization Statu. LARGE AREA NOW OPEN AL C mments/Re.comwnendation� I._ TEMPORARY DETENTIO; 2. PREPARE STRATEGICAL! 3. HAVE SMALL STONE OR 4, SETUP PRF-C.ONSTRUC-1 IENVIRO)NMENTAI., INC. Date of Ins do s Last Date of ion: 2/11i05 1113/05 Last Rain Event /inches; r of rain on 2/10/05 Photos Taken? No An Recent SWPPP Changes!- El Y Dg N Necesury Permits Posted? MY —Y Lj N Erosion Control Supplies Onsite? --El N ; MOST SITE WORK HAS CEASED; SOME, CONSTRUCTION ACTIVITY OF Repeat Required NO ISSUES - HAS BEEN REINFGRCTI) IN SEVERAL_ LOCATIONS WITH SMALL STONE Action Required: TION NO ISSUES - SITE IS IN EARLY PHASE, Ol; CON S IRUC:TION Remedial Action: TEMPORARY DETENTION BASINS NEED TO BF. INSTALLED Active Insets WETLAND RESOURCE AREA SNOW COVERED; ACCESS ROADS INTO PROJECT SITE ARE RUTTED I BASISN NEEM TO BE LOCATED AND INSTALLED (AS PREVIOUSLY 1)ISCUSSED) Y FOR UPCOM 1 NG SPRING MONTHS 1AYBAI_ES AVAILABLE TO Dl; rER POTENTIA.!. SEDIMENTATION ON MEETING W ITH DORRPNZO CONSTRUC'tlON AND WEST Sent By: ; 603-659-0418; Feb -14-05 1:OOPM; Page 3/4 41 -rhe Meadows" North Andover, MA 01845 ToBf(nzwp hDEvmAY7 4DAYSANDWrm1N24HOULSOFASIG141FICANTBA1NEWNTOF0.51NLUISORMOR.E Nam Tmirai,in tNORIcUWrsallp mEAmaEArrAc:AFD*nwT?'EEPA-NR)Hs-SOPIT (Sm+u. WAmPorlUrrcXFXEYVVTJUvPL4N) 1 c s Name: Farle Chase 1/13/05 12/17/04 Representing: West Enn'ron.ment4 Inc. geealif~ieations: Wetland Scientist / Forester Client Name: George C mms & Sms Contractor Name: same _Any Net=Permitq Posted? On site Contractor No Consult? Erosion Control Supplies (Trite? pmirruction ActMtv Sta FOUNI)ATION INSTALLA-nO? STOCKPLLLNG OF SOILS IS EVl llt Fence/HayWe Sta Location: NO ISSUES - FENCE HAS SEFr INSTALLED Catch Basin Statu Location: N/A etentlonBasin Stat. Ts -cation SEQUENCING NEEDS TO BE C Date of Ins ons 1/13/05 12/17/04 Last Ante of In etioly Last Rain Event /inches: Snow & rain mix on 1/1?1/05 Photos Taken? No Resent SWPPP Chan es? Y_ ON _Any Net=Permitq Posted? Y U N Erosion Control Supplies (Trite? Y N BEHIND FIELD OFFICE CONSCIFNTIOUSLY ASAP Repair Required' Action Required, Remedial Actinn: watelritl Stan* Active lnact N/A Water Claris NO ISSUES IN ANY ADJACENT WET ...ANt7 RESOI)RC E AREA �Slapc Stabllizat4on 5tatu� LARGER ARF..A NOW OPEN ALTHOUGH SNOW COVER ED - TEMPORARY DETENTION BASINS NEED TO RE CONSIDERED TO CC)MPAR'r ENTALIZE SURFACIAL RUN-OFF [Co mments/Recam mendation 1. FORWARD CONSTRLIC'T ON SEQULNC.ING / PiiAStNG PLAN TO WEST ENV I KONMENTA I. MAKE NC)•I-E OF TEMPORARY DFTENT LON BASINS (LE. L()I:.ATION,FI-C.) Sent By: ; 603-659-0418; Feb -14-05 1:00PM; r INSPECI ICON AND MAINTENANCt REPUKI i VKM 'The Meadows North Andover, MA 01845 TOaFCbmiLEl'EDEVERY7-4DAYSAND WM11N24iioURSOFAS1GWI ANT Ram MiToF0.5INCHL•5oRMoxE NOTA TNr• IL LO7AF6 jtFr=D rsR jQc4xw To irk A] TAe7mD wrnrTmf?A NPVFW-S-WPPP (STORMWATM POLLUWNPREVEMIONPa w) Farle West Client Name: C;co Contractor Name: sall>c On site Coa uwWr Conferr, Consults Cairns oWAMetlon Activit Sta THE PROJFC:T SITE HAS BFFN BEING CONSOL.IT)ATFD AND 1 SUBC.()NTR.ACT0 R alt fencdflayl * St*64 Location: NO ISSUE5 — FENCE HAS BEEP TNSTALLED tch Basin SEatn Location. N/A Detention BasinStatu Location: TEMPORARY DEI'ENTION BA CONSIDERED watersStaw N/A iter Clara NO ISSI.TFS IN ANY ADJACF.N lope Stahilizatian State MIJCH OF THE ARRA ADJACJ C�imments/Recommendatio 1. MONITOR OPEN ARI;A(b 2. FORWARD TO WFST EN TEMPORARY DETENTIO watal, Inc_ ist / Forester Esc Sons iGary — Page 4/4 Date of In tions Last Date of .tion: 12/17/04 Last Rain Event /inches: Photos Taken? No Any Reecnt SWPPP Chan ? Y N NS25Lan Permits Posted? Zy N Erosion Control Supplies onsite? LNg Y r I N WITH SILT FENCE AND DOIJBi.F STAKED HAYBALES. LOAM LAYER E.D. - CONTRACTOR IS FTNALIZING AGREEMENTS WTTH. :ONSCIENTIOUSLY Repa it Required-- Action equired Action Requirecl' Remedial Action: NF,FD TO HE (SEE BELOW) Active. TnaCti JVs= CL.AND RESOURCE AREA ROUTE 114 IS OPFN AND UNSTBAII.IZFD ALTHCII_)GH WFT_T. CONTAINED FOR ANY EROSION 1RONMFNTAL, INC. A CONSTRUCTION SEQUENCING? PLAN THAT LOCATES BASINS AND DISCUSSI:S'i HEIR PHASING (ASAP)