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HomeMy WebLinkAboutBuilding Permit #388 - 1600 OSGOOD STREET 11/16/2007 NORTH BUILDING PERMIT of�tLeo q+ TOWN OF NORTH ANDOVER o� APPLICATION FOR PLAN EXAMINATION i • � o�" e Permit NO: Date Received �SSACHUS�� Date Issued: IM ORTANT:Applicant must complete all items on this page 'R* � � ..fi� )��f--.rai � t �.��� �sr•; k4:yr�jr'•+"i t�7 �_'7 �� '' a L r aF c,c a v �r a M1x dl1�t na �a t y lz g 3 s < t s t f ROCKER Y �NER � r ]J r �'Y.T• ,.w G!3t �t s y°'4t u fi ray r i s s..' 1 -`-"t} .r..�-�r xt`S- �- � r '� ti y z.x.t�,��,.•-� Y'' r'7 � .k•�y�r M•.,,,} ., a.., e+f" � 1"^ �7 _...�, A*" .�� f. SM P N0 `: `sPA!RCEL Ol 'IN`GLI 'I TR1 T'z ti p, Histo i -Di tr ct x f� esf ' o tF i v rrt' ry v Machine Sho..p �llage des TYPE OF IMPROVEMENT -PROPOSED USE Residential Non- Residential New Building One family Addition Two or more family Industrial erafion No. of units: ommercia �= Repair, replacement Assessory Bldg Others: Demolition Other YeK�tteicr%>SetJ�/ia;rle�ll � ',7'S ,t-:r' KKiloo-'i dxy la�rf�.:,�2,., r�s�a;Wi'tied�tltatfndsS �-~' ;FV1la#esh a .F? u. DESCRIPTION OF WORK TO BE PREFORMED: �e�,�� R�enxx, f�ooys &)"/54� 0r" ueu,/ Pz-�Agvs, Akad/c.-Ced,�L?, 1 •/y'S•'tel` TGr��( 12r,M. S, eiLmL l , ,IV',G/ �1-L 1('C.•Il.v l o7v, � rort {Ze1W n-b&x6 &VS) 0• ' Q_&V .t1166fcw S, �iU�R�vuCP, Ind �ntrd. Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: r ..3r c'�w 1- ..y� y °r'I.E a - r ? J -•rt y r ;.. SM„�. Z y? .x''t—�. 5,}f r« y r 1 s COT�TRAGflR tNare �14 � �{� `Y 6 Shoe fi v #T y y ; .y�" c�•F c. daress�r I � ' At i,rill =st aye r�• bk sr _u' ts —� Y t "'�" „�:y �,rr�9 �F,ra _f '•,a^."'" f- `�'"x. i1 i�°' y 't-t - ;�, `L ; S�pemsor,s�C•ons'truction��oense �� � � � � � ��Exp "Date � �� N rYs .,- . ,.,,�;. --f�q. Y 7 t - 1 tI'''a3 t,-.�x' ,. rr ,� j .�5•s y,'• � r � �'� `Y.+}.i .-�� .+9•, � t-+ t � .� •j Y..�.k .^�„ r ..a dome lmpro�ern� t License .°°� x .s X u � 'E -x 02 tt , z EDate t ARCHITECT/ENGINEER � I� ASS0010rkS b(1-- Phone: g7r- 6a8- oe,?,.- Address: A) "' o1zLe2 -Reg. No. FEE SCHEDULE.BULDING PERMIT.$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 1, _70; —)07, d 0 FEE: $ 2©,Sl(,Qp Check No.: 10 61 1 Receipt No.: �2_-0,?d NOTE: Persons contracti it registered contractors do not have access to the g rty fund 71 Sinatgreof Agen tlOwn = �- _ 'S ani tore ofFc tractorsh Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS DATE REJECTED DATE APPROVED CONSERVATION COMMENTS DATE REJECTED DATE APPROVED HEALTH COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature& Date Driveway Permit Located at 384 Osgood Street FIRE DEPARTMENT -'Temp Dumps�ter�on site yes _ no 'L`ocated at:124 MainStreet: ::.Fjre'Depa,tinents gnatureJclate :COMMENTS = Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— (For department use) i I ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ . Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building PP Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (if Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 Location �� 4 f ,_ No. Date 7 f40RTN TOWN OF NORTH ANDOVER 3?o't•``D I•,WIN �Ot s Certificate of Occupancy $ �'�s'••° tt�' Building/Frame Permit Fee $ ''— ACNUS Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 0 -� V 208u5) Bufilding Inspector Ed Morrison Superintendent 491 Maple Street I Suite 103 I Danvers,MA 01923 Office:978.750.0099 I Fax:978.750.8893 I Mobile:978,265.2434 ernorrison'grepublicbuilding.com I www.republicbuilding.com AT } I { -.. ✓lLC �O�I)7/I720�I2I//P.CLU•1Z O�✓j��7A.I0(•G[o Board of Building Regulations and Standards w Construction Supervisor License Licgnse: CS 45457 Birthdate 31811964 Expiration 31$12009 Tr# 13097 JAMES H BURNS 22 PARISH LN ------------ BOXFORD,MA 01921 Commissioner The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations a d 600 Washington Street r� Boston,MA 02111 s- �'�+M www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le ibl Name(Business/Organization/Individual): Address: M l2 . City/State/Zip: �A"rvve�s, I,Aft ol�Z3 Phone. #: Areyou an employer?Check the appropriate box: Type of project(required):_., 1.0 I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. rV� Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. E]Build' addition [No workers' comp.insurance comp. insurance.$ required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.F]Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. I r Insurance Company Name: D 9 1 d Policy#or Self-ins. Lie.#:' W C_ Expiration Date: Job Site Address: Y JaLA Z Cr-= S_ �City/State/Zip: 4r-,e Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for giggance coverage verification. I do hereby certify der th psi sand penalties of perjury that the information provided above is true and correct. Si ature: Date: Phone#: �� 7 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector - 6.Other Contact Person: Phone#: TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0708095 Project Title: Ophir Optics, Inc.Tenant Fit-up— Project Location: 1600 Osgood Street— Ist Floor— Building 21 Name of Building: Osgood Landing Nature of Project: Tenant fit-up for Offices and Light Industrial Use Tenant. New entrance and loading area. In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, James P. Stroke Registration No. 20068 being a Registered Professional Engineer/Architect, 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 X70000( FIRE ALARM XXXXX( FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I OR AN AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED 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 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 state 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. UNDER SECTION 116.4, I OR AN AUTHORIZED REPRESENTATIVE SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH PERTINENT COMMENTS,TO THE 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. OF Signature and Stamp(no facsimile) �- JAMES P " ST iy No. -56 SU!C 0 N 0 BEFORE ME THIS OF 1 2007 MY COMMISSION EXPIRES NOTARY PUBLIC ROBERT F.GREENE JR.,Notary Pubk My Commission Expires March 18,2008 Ophir Optics,Inc. 260-A Fordham Road 91PHIR Wilmington,MA 01887 Telephone:(978)657-6410 1-800-820-0814 Fax: (978)657-6056 November 5,2007 Mr.Mark F.Rogers Republic Building Contractors,Inc. 491 Maple Street,Suite 103 Danvers,MA 01923 RE: Ophir Optics,Inc.Tenant Fit-Up at 1600 Osgood Street,North Andover,MA 01845 Dear Mr.Rogers: please consider this a letter of intent that Ophir Optics,Inc.anticipates executing a contract with Republic Building Contractors,Inc.for the construction of the First Floor Renovation within Osgood Landing located at 1600 Osgood Street,North Andover,MA 01845 for the amount of One Million Seven Hundred Nine Thousand Seven Hundred Seven Dollars($1,709,707.00). This letter also authorizes Republic Building Contractors,Inc.to proceed with securing the building permit for the above referenced Fit-Up in an effort to adhere to the project time line. If for any reason Ophir Optics,Inc. and Republic Building Contractors,Inc-are unable to execute a mutually agreeable contract,Ophir a0d document dbcosts�incurred in pursuit of the building ees to compensate Republic mg Contractors,Inc.for all reasonable n permit. Accepted this Fifth day of November,2007. Ophir Optics,Inc. Rep blic Building Contractors,Inc. Julie Long Mark F.Rogers Director of Finance Project Manager Oirec Optics,Inc. Republic Building Contractors,Inc. Hughes Associates, Inc . 5 Mount Roayl Ave. Marborough, MA 01752 HYDRAULIC CALCULATIONS for �0OFIM44 Ophir Optics 1600 Osgood Landing BER IT M. Gs North Andover, MA © BERRY F1 ROTE 10 Date: October 5, 2007 N 41 0 ,U 1 � S LE + li Hydraulic Area #1 I Manufacturing Areas -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP 1 DENSITY: 0 . 15 gpm/sq. ft. AREA OF APPLICATION: 1, 500 sq. ft . COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 439 . 9 gpm TOTAL WATER REQUIRED (including hose) : 689 . 9 gpm SPRINKLER ORIFICE SIZE: 1/2 inch DESIGN/LAYOUT BY: Hughes Associates Calculations by HASS Computer Program (License # 5009093370) HRS Systems, Inc . Tucker, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 132 . 0 76 . 0 2248 . 0 - 125 . 7 689 . 9 65 . 1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 689 . 9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 439 . 9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 10 . 0 K= 5 . 60 14 . 3 21.2 S2 10 . 0 K= 5 . 60 15 . 9 22 . 3 S3 10 . 0 K= 5 . 60 17 . 8 23 . 6 S4 10 . 0 K= 5 . 60 13 . 0 20 . 2 S5 10 . 0 K= 5 . 60 14 . 4 21. 2 S6 10 . 0 K= 5 . 60 19 . 7 24 . 9 S7 10 . 0 K= 5 . 60 21. 2 25 . 8 S8 10 . 0 K= 5 . 60 13 . 2 20 . 3 S9 10 . 0 K= 5 . 60 14 . 6 21 .4 S10 10 . 0 K= 5 . 60 16 . 4 22 . 7 S11 10 . 0 K= 5 . 60 18 . 5 24 . 1 S12 10 . 0 K= 5 . 60 21. 8 26 . 1 S13 10 . 0 K= 5 . 60 12 . 1 19 . 5 S14 10 . 0 K= 5 . 60 13 . 5 20 . 5 S15 10 . 0 K= 5 . 60 18 . 5 24 . 1 S16 10 . 0 K= 5 . 60 21. 9 26 . 2 S17 10 . 0 K= 5 . 60 18 . 6 24 . 1 S18 10 . 0 K= 5. 60 20 . 6 25.4 S19 10 . 0 K= 5 . 60 22 . 0 26 . 3 B1 11. 0 - - - - 15. 8 - - B2 11. 0 - - - - 17 . 5 - - - B3 11. 0 - - - - 19 . 7 - - - B4 11. 0 - - 14 . 2 - - - B5 11. 0 - - - - 15 . 8 - - - B6 11. 0 - - - - 21. 8 - - - B7 11. 0 - - - - 23 . 5 - - - B8 11 . 0 - - - - 14 . 5 - - - B9 11 . 0 - - - - 16 . 1 - - - B10 11. 0 - - - - 18 . 1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1. SDF JOB TITLE: NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Bll 11 . 0 - - - - 20 . 5 - - - B12 11 . 0 - - - - 24 . 1 - - B13 11 . 0 - - - - 13 .3 - - - B14 11 . 0 - - - - 14 . 8 - - - B15 11. 0 - - - 20 . 4 - - - B16 11 . 0 - - - - 24 .2 - - B17 11 . 0 - - - - 20 . 5 - - - B18 11 . 0 - - - - 22 . 8 - - - B19 11 . 0 - - - - 24 . 4 - -Cl 11 . 0 - - - - 26 . 3 - - - C2 11 . 0 - - - - 26 . 2 - - - C3 11. 0 - - - - 26 . 1 - - - C4 11. 0 - - - - 26 . 0 - - - 05 11. 0 - - - - 26 . 0 - - - C6 11. 0 - - - - 26 . 0 - - - C7 11. 0 - - - - 26 .2 - - - C8 11. 0 - - - - 26 .2 - - - C9 11. 0 - - - - - 26 .4 - - - M1 0 . 0 - - - - 64 . 5 - - - M2 11. 0 - - - - 59 . 6 - - - M3 11. 0 - - - - 58 . 9 - - - M4 11 . 0 - - - - 52 .2 - - - M5 11. 0 - - - - 51. 3 - - - M6 11. 0 - - - 49 . 1 - - - M7 11 . 0 - - - - 48 .4 - - - M8 11 . 0 - - - - 47 . 9 - - - M9 11 . 0 - - - - 45 . 7 - - - M10 11 . 0 - - - - 47 . 5 - - - M11 11 . 0 - - - - 47 . 1 - - - M12 11. 0 - - - - 44 . 9 - - - M13 11. 0 - - - - 33 . 0 - - - M14 11. 0 - - - - 27 . 1 - - - M15 11. 0 - - - - 33 . 0 - - - M16 11. 0 - - - - 33 . 3 - - - M17 11. 0 - - - - 33 .4 - - - SOURCE 0 . 0 SOURCE 65. 1 439 . 9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1.SDF JOB TITLE: PIPE DATA PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: SP-12 -21. 2 1. 049 PL 4 . 00 PF 1 . 9 S1 10 . 0 5 . 6 14 . 3 21. 2 7 . 9 120 FTG 2ET PE -0 .4 B1 11. 0 0 . 0 15 . 8 0 . 0 0 . 145 TL 13 . 00 PV Pipe: SP-13 -22 . 3 1. 049 PL 4 . 00 PF 2 . 1 S2 10 . 0 5 . 6 15 . 9 22 . 3 8 . 3 120 FTG 2ET PE -0 .4 B2 11. 0 0 . 0 17 . 5 0 . 0 0 . 159 TL 13 . 00 PV Pipe: SP-14 -23 . 6 1. 049 PL 4 . 00 PF 2 . 3 S3 10 . 0 5. 6 17 . 8 23 . 6 8 . 8 120 FTG 2ET PE -0 .4 B3 11. 0 0 . 0 19 . 7 0 . 0 0 . 177 TL 13 . 00 PV Pipe: SP-15 -20 .2 1. 049 PL 4 . 00 PF 1 . 7 S4 10 . 0 5 . 6 13 . 0 20 . 2 7 . 5 120 FTG 2ET PE -0 .4 B4 11. 0 0 . 0 14 .2 0 . 0 0 . 132 TL 13 . 00 PV Pipe: SP-16 -21. 2 1. 049 PL 4 . 00 PF 1. 9 S5 10 . 0 5. 6 14 . 4 21. 2 7 . 9 120 FTG 2ET PE -0 .4 B5 11. 0 0 . 0 15 . 8 0 . 0 0 . 145 TL 13 . 00 PV Pipe: SP-17 -24 . 9 1. 049 PL 4 . 00 PF 2 . 5 S6 10 . 0 5 . 6 19 . 7 24 . 9 9 . 2 120 FTG 2ET PE -0 .4 B6 11. 0 0 . 0 21. 8 0 . 0 0 . 195 TL 13 . 00 PV Pipe: SP-18 -25 . 8 1. 049 PL 4 . 00 PF 2 . 7 S7 10 . 0 5 . 6 21. 2 25 . 8 9 . 6 120 FTG 2ET PE -0 .4 B7 11. 0 0 . 0 23 . 5 0 . 0 0 . 208 TL 13 . 00 PV Pipe: SP-19 -20 . 3 1. 049 PL 4 . 00 PF 1 . 7 S8 10 . 0 5 . 6 13 . 2 20 .3 7 . 5 120 FTG 2ET PE -0 .4 B8 11. 0 0 . 0 14 . 5 0 . 0 0 . 134 TL 13 . 00 PV Pipe: SP-20 -21.4 1. 049 PL 4 . 00 PF 1 . 9 S9 10 . 0 5. 6 14 . 6 21.4 7 . 9 120 FTG 2ET PE -0 . 4 B9 11. 0 0 . 0 16 . 1 0 . 0 0 . 147 TL 13 . 00 PV Pipe: SP-21 -22 . 7 1. 049 PL 4 . 00 PF 2 . 1 S10 10 . 0 5. 6 16 .4 22 . 7 8 .4 120 FTG 2ET PE -0 .4 B10 11. 0 0. 0 18 . 1 0 . 0 0 . 164 TL 13 . 00 PV Pipe: SP-22 -24 . 1 1. 049 PL 4 . 00 PF 2 .4 S11 10 . 0 5 . 6 18 . 5 24 . 1 8 . 9 120 FTG 2ET PE -0 .4 B11 11. 0 0 . 0 20 . 5 0 . 0 0 . 184 TL 13 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1.SDF JOB TITLE: PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: SP-23 -26 . 1 1. 049 PL 4 . 00 PF 2 . 8 S12 10 . 0 5 . 6 21. 8 26 . 1 9 . 7 120 FTG 2ET PE -0 .4 B12 11. 0 0 . 0 24 . 1 0 . 0 0 .213 TL 13 . 00 PV Pipe: SP-24 -19 . 5 1. 049 PL 4 . 00 PF 1 . 6 S13 10 . 0 5 . 6 12 . 1 19 . 5 7 .2 120 FTG 2ET PE -0 .4 B13 11 . 0 0 . 0 13 . 3 0 . 0 0 . 124 TL 13 . 00 PV Pipe: BL-12 -20 . 5 1. 049 PL 4 . 00 PF 1 . 8 S14 10 . 0 5 . 6 13 . 5 20 . 5 7 . 6 120 FTG 2ET PE -0 .4 B14 11. 0 0 . 0 14 . 8 0 . 0 0 . 137 TL 13 . 00 PV Pipe : BL-13 -24 . 1 1. 049 PL 4 . 00 PF 2 .4 S15 10 . 0 5 . 6 18 . 5 24 . 1 8 . 9 120 FTG 2ET PE -0 .4 B15 11 . 0 0 . 0 20 .4 0 . 0 0 . 183 TL 13 . 00 PV Pipe: BL-14 -26 . 2 1. 049 PL 4 . 00 PF 2 . 8 S16 10 . 0 5 . 6 21. 9 26 . 2 9 . 7 120 FTG 2ET PE -0 .4 B16 11. 0 0 . 0 24 . 2 0 . 0 0 . 214 TL 13 . 00 PV Pipe: BL-15 -24 . 1 1. 049 PL 4 . 00 PF 2 . 4 S17 10 . 0 5 . 6 18 . 6 24 . 1 9 . 0 120 FTG 2ET PE -0 .4 B17 11 . 0 0 . 0 20 . 5 0 . 0 0 . 184 TL 13 . 00 PV Pipe: BL-16 -25 .4 1. 049 PL 4 . 00 PF 2 . 6 S18 10 . 0 5 . 6 20 . 6 25 .4 9 .4 120 FTG 2ET PE -0 .4 B18 11 . 0 0 . 0 22 . 8 0 . 0 0 .202 TL 13 . 00 PV Pipe: BL-17 -26 . 3 1. 049 PL 4 . 00 PF 2 . 8 S19 10 . 0 5 . 6 22 . 0 26 . 3 9 . 8 120 FTG 2ET PE -0 . 4 B19 11. 0 0 . 0 24 .4 0 . 0 0 . 216 TL 13 . 00 PV Pipe: BL-18 -21. 2 1. 049 PL 12 . 00 PF 1. 7 B1 11. 0 0 . 0 15 . 8 0 . 0 7 . 9 120 FTG ---- PE 0 . 0 B2 11. 0 0 . 0 17 . 5 0 . 0 0 . 145 TL 12 . 00 PV Pipe: BL-19 -43 . 5 1. 049 PL 4 . 00 PF 2 . 2 B2 11. 0 0 . 0 17 . 5 0 . 0 16 . 1 120 FTG ---- PE 0. 0 B3 11 . 0 0 . 0 19 . 7 0 . 0 0 . 548 TL 4 . 00 PV Pipe: BL-20 -67 . 1 1. 380 PL 12 . 00 PF 6 . 8 B3 11. 0 0 . 0 19 . 7 0 . 0 14 .4 120 FTG ET PE 0 . 0 C9 11. 0 0 . 0 26 .4 0 . 0 0 . 322 TL 21. 00 PV Pipe: BL-21 -20 . 2 1. 049 PL 12 . 00 PF 1 . 6 B4 11 . 0 0 . 0 14 . 2 0 . 0 7 . 5 120 FTG ---- PE 0 . 0 B5 11. 0 0 . 0 15. 8 0 . 0 0 . 132 TL 12 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: BL-22 -41 . 4 1.. 049 PL 12 . 00 PF 6 . 0 B5 11. 0 0 . 0 15. 8 0 . 0 15 .4 120 FTG ---- PE 0 . 0 B6 11. 0 0 . 0 21 . 8 0 . 0 0 .499 TL 12 . 00 PV Pipe: BL-23 -66 . 2 1. 380 PL 5 . 00 PF 4 .4 B6 11. 0 0 . 0 21 . 8 0 . 0 14 . 2 120 FTG ET PE 0 . 0 C8 11. 0 0 . 0 26 . 2 0 . 0 0 . 314 TL 14 . 00 PV Pipe: BL-24 -25. 8 1. 049 PL 6 . 00 PF 2 . 7 B7 11. 0 0 . 0 23 . 5 0 . 0 9 . 6 120 FTG ET PE 0 . 0 C7 11. 0 0 . 0 26 . 2 0 . 0 0 . 208 TL 13 . 00 PV Pipe : CM-4 -20 . 3 1. 049 PL 12 . 00 PF 1 . 6 B8 11. 0 0 . 0 14 . 5 0 . 0 7 . 5 120 FTG ---- PE 0 . 0 B9 11 . 0 0 . 0 16 . 1 0 . 0 0 . 134 TL 12 . 00 PV Pipe : CM-5 -41. 7 1. 049 PL 4 . 00 PF 2 . 0 B9 11. 0 0 . 0 16 . 1 0 . 0 15. 5 120 FTG ---- PE 0 . 0 B10 11. 0 0 . 0 18 . 1 0 . 0 0 . 506 TL 4 . 00 PV Pipe: CM-6 -64 .4 1.380 PL 8 . 00 PF 2 .4 B10 11 . 0 0 . 0 18 . 1 0 . 0 13 . 8 120 FTG ---- PE 0 . 0 B11 11 . 0 0 . 0 20 . 5 0 . 0 0 .297 TL 8 . 00 PV Pipe : CM-6A -88 . 5 1. 610 PL 10 . 00 PF 5 . 6 Bll 11 . 0 0 . 0 20 . 5 0 . 0 13 . 9 120 FTG ET PE 0 . 0 C5 11 . 0 0 . 0 26 . 0 0 . 0 0 .253 TL 22 . 00 PV Pipe : CM-6B -26 . 1 1. 049 PL 2 . 00 PF 1 . 9 B12 11. 0 0 . 0 24 . 1 0 . 0 9 . 7 120 FTG ET . PE 0 . 0 C6 11. 0 0 . 0 26 . 0 0 . 0 0 . 213 TL 9 . 00 PV Pipe: CM-6C -19 . 5 1. 049 PL 12 . 00 PF 1. 5 B13 11. 0 0 . 0 13 . 3 0 . 0 7 . 2 120 FTG ---- PE 0 . 0 B14 11. 0 0 . 0 14 . 8 0 . 0 0 . 124 TL 12 . 00 PV Pipe: CM-6D -40 . 0 1. 049 PL 12 . 00 PF 5 . 6 B14 11. 0 0 . 0 14 . 8 0 . 0 14 . 9 . 120 FTG ---- PE 0 . 0 B15 11. 0 0 . 0 20 . 4 0 . 0 0 .470 TL 12 . 00 PV Pipe: CM-6E -64 . 1 1. 380 PL 10 . 00 PF 5 . 6 B15 11. 0 0 . 0 20 . 4 0 . 0 13 . 8 120 FTG ET PE 0 . 0 C4 11. 0 0 . 0 26 . 0 0 . 0 0 .295 TL 19 . 00 PV Pipe: CM-6F -26 . 2 1. 049 PL 2 . 00 PF 1. 9 B16 11 . 0 0 . 0 24 . 2 0 . 0 9 . 7 120 FTG ET PE 0 . 0 C3 11. 0 0 . 0 26 . 1 0 . 0 0 . 214 TL 9 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1.SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: CM-6G -24 . 1 1. 049 PL 12 . 00 PF 2 . 2 B17 11. 0 0 . 0 20 . 5 0 . 0 9 . 0 120 FTG ---- PE 0 . 0 B18 11. 0 0 . 0 22 . 8 0 . 0 0 . 184 TL 12 . 00 PV Pipe: CM-6H -49 . 5 1. 380 PL 10 . 00 PF 3 . 5 B18 11. 0 0 . 0 22 . 8 0 . 0 10 . 6 120 FTG ET PE 0 . 0 C2 11 . 0 0 . 0 26 . 2 0 . 0 0 . 183 TL 19 . 00 PV Pipe: CM-6I -26 . 3 1 . 049 PL 2 . 00 PF 1. 9 B19 11. 0 0 . 0 24 . 4 0 . 0 9 . 8 120 FTG ET PE 0 . 0 C1 11. 0 0 . 0 26 . 3 0 . 0 0 . 216 TL 9 . 00 PV Pipe: CM-6J 192 . 1 3 . 068 PL 2 . 00 PF 0 . 1 Cl 11. 0 0 . 0 26 . 3 0 . 0 8 . 3 120 FTG ---- PE 0 . 0 C2 11. 0 0 . 0 26 . 2 0. 0 0 . 046 TL 2 . 00 PV Pipe: CM-6K 142 . 5 3 . 068 PL 4 . 00 PF 0 . 1 C2 11. 0 0 . 0 26 . 2 0 . 0 6 . 2 120 FTG ---- PE 0 . 0 C3 11. 0 0 . 0 26 . 1 0 . 0 0 . 026 TL 4 . 00 PV Pipe: CM-6L 116 . 4 . 3 . 068 PL 5 . 00 PF 0 . 1 C3 11 . 0 0 . 0 26 . 1 0 . 0 5 . 1 120 FTG ---- PE 0 . 0 C4 11 . 0 0 . 0 26 . 0 0 . 0 0 . 018 TL 5 . 00 PV' Pipe: CM-6M 52 . 3 3 . 068 PL 3 . 00 PF 0 . 0 C4 11. 0 0 . 0 26 . 0 0 . 0 2 . 3 120 FTG ---- PE 0 . 0 C5 11. 0 0 . 0 26 . 0 0 . 0 0 . 004 TL 3 . 00 PV Pipe: CM-6N -36 . 2 3 . 068 PL 2 . 00 PF 0 . 0 C5 11. 0 0 . 0 26 . 0 0. 0 1. 6 120 FTG ---- PE 0 . 0 C6 11. 0 0 . 0 26 . 0 0. 0 0 . 002 TL 2 . 00 PV Pipe: CM-60 -62 . 3 3 . 068 PL 12 . 00 PF 0 . 1 C6 11. 0 0 . 0 26 . 0 0 . 0 2 . 7 120 FTG 2E PE 0 . 0 C7 11. 0 0 . 0 26 . 2 0 . 0 0 . 006 TL 26 . 00 PV Pipe: CM-6P -88 . 1 3 . 068 PL 1. 00 PF 0 . 0 C7 11. 0 0 . 0 26 . 2 0 . 0 3 . 8 120 FTG ---- PE 0 . 0 C8 11. 0 0 . 0 26 .2 0 . 0 0 . 011 TL 1. 00 PV Pipe: CM-6Q -154 .4 3 . 068 PL 8 . 00 PF 0 .2 C8 11. 0 0 . 0 26 .2 0. 0 6 . 7 120 FTG ---- PE 0 . 0 C9 11. 0 0 . 0 26 .4 0. 0 0 . 031 TL 8 . 00 PV Pipe: CM-6R -221. 5 3 . 068 PL 11. 00 PF 0 . 7 C9 11. 0 0 . 0 26 .4 0 . 0 9 . 6 120 FTG ---- PE 0 . 0 M14 11 . 0 0 . 0 27 . 1 0 . 0 0 . 0.60 TL 11. 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA l . SDF JOB TITLE: PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: CM-6S -221. 5 2 . 469 PL 10 . 00 PF 5. 9 M14 11. 0 0 . 0 27 . 1 0 . 0 14 . 8 120 FTG 2ET PE 0 . 0 M13 11. 0 0 . 0 33 . 0 0 . 0 0 . 172 TL 34 . 00 PV Pipe: CM-6T -218 . 4 3 . 068 PL 106 . 00 PF 7 . 0 Cl 11. 0 0 . 0 26 . 3 0 . 0 9 . 5 120 FTG T PE 0 . 0 M17 11. 0 0 . 0 33 .4 0 . 0 0 . 058 TL 121. 00 PV Pipe: CM-6U -203 . 9 2 . 469 PL 69 . 00 PF 12 . 0 M13 11. 0 0 . 0 33 . 0 0 . 0 13 . 7 120 FTG T PE 0 . 0 M12 11. 0 0 . 0 44 . 9 0 . 0 0 . 148 TL 81 .00 PV Pipe: CM-6V -56 . 3 2 . 469 PL 44 . 00 PF 0 . 8 M12 11. 0 0 . 0 44 . 9 0 . 0 3 . 8 120 FTG T PE 0 . 0 M9 11. 0 0 . 0 45. 7 0 . 0 0 . 014 TL 56 . 00 PV Pipe: CM-6W -56 . 3 2 . 469 PL 148 . 00 PF 2 . 2 M9 11. 0 0 . 0 45. 7 0 . 0 3 . 8 120 FTG T PE 0 . 0 M8 11. 0 0 . 0 47 . 9 0 . 0 0 . 014 TL 160 . 00 PV Pipe: CM-6X -56 . 3 2 . 469 PL 27 . 00 PF 0 . 5 M8 11. 0 0 . 0 47 . 9 0 . 0 3 . 8 120 FTG 2E PE 0 . 0 M7 11. 0 0 . 0 48 .4 0 . 0 0 . 014 TL 39 . 00 PV Pipe : CM-6Y -147 . 6 3 . 068 PL 65 . 00 PF 2 .2 M12 11. 0 0 . 0 44 . 9 0 . 0 6 .4 120 FTG 2E PE 0 . 0 M11 . 11. 0 0 . 0 47 . 1 0 . 0 0 . 028 TL 79 . 00 PV Pipe : CM-6Z -147 . 6 3 . 548 PL 23 . 00 PF 0 . 3 Mil 11 . 0 0 . 0 47 . 1 0 . 0 4 . 8 120 FTG ---- PE 0 . 0 M10 11 . 0 0 . 0 47 . 5 0 . 0 0 . 014 TL 23 . 00 PV Pipe: CM-60 -147 . 6 4 . 026 PL 85 . 00 PF 0 . 9 M10 11 . 0 0 . 0 47 . 5 0 . 0 3 . 7 120 FTG 2ET PE 0 . 0 M7 11 . 0 0 . 0 48 .4 0 . 0 0 . 008 TL 125 . 00 PV Pipe: CM-59 -203 . 9 4 . 026 PL 18 . 00 PF 0 . 7 M7 11. 0 0 . 0 48 .4 0 . 0 5 . 1 120 FTG ET PE 0 . 0 M6 11. 0 0 . 0 49 . 1 0 . 0 0 . 014 TL 48 . 00 PV Pipe: CM-58 -439 .9 4 . 026 PL 9 . 00 PF 2 .2 M6 11. 0 0 . 0 49 . 1 0 . 0 11. 1 120 FTG 3E PE 0 . 0 M5 11. 0 0 . 0 51. 3 0 . 0 0 . 057 TL 39 . 00 PV Pipe: CM-57 -439 . 9 4 . 026 PL 5. 00 PF 1. 0 M5 11 . 0 0 . 0 51. 3 0 . 0 11. 1 120 FTG B PE 0 . 0 M4 11. 0 0 . 0 52 . 2 0 . 0 0 . 057 TL 17 . 00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1. SDF JOB TITLE: PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: CM-56 -439 . 9 4 . 026 PL 27 . 00 PF 6 . 6 M4 11. 0 0 . 0 52 . 2 0 . 0 11. 1 120 FTG 3E3T PE 0 . 0 M3 11. 0 0 . 0 58 . 9 0 . 0 0 . 057 TL 117 . 00 PV Pipe: CM-55 -439 .9 5 . 047 PL 15 . 00 PF 0 . 7 M3 11. 0 0 . 0 58 . 9 0 . 0 7 . 1 120 FTG 2E PE 0 . 0 M2 11. 0 0 . 0 59 . 6 0 . 0 0 . 019 TL 39 . 00 PV Pipe: CM-54 -439 . 9 6 . 065 PL 10 . 00 PF 0 . 2 M2 11. 0 0 . 0 59 . 6 0 . 0 4 . 9 120 FTG E PE 4 . 8 Ml 0 . 0 0 . 0 64 . 5 0 . 0 0 . 008 TL 24 .00 PV Pipe: CM-53 -17 . 6 2 .469 PL 30 . 00 PF 0 . 1 M13 11. 0 0 . 0 33 . 0 0 . 0 1. 2 120 FTG E PE 0 . 0 M15 11. 0 0 . 0 33 . 0 0 . 0 0 . 002 TL 36 . 00 PV Pipe: CM-52 -17 . 6 2 .469 PL 156 . 00 PF 0 . 3 M15 11. 0 0 . 0 33 . 0 0 . 0 1..2 120 FTG 5E PE 0 . 0 M16 11. 0 0 . 0 33 . 3 0 . 0 0 . 002 TL 186 . 00 PV Pipe: CM-51 -17 . 6 2 . 469 PL 33 . 00 PF 0 . 1 M16 11. 0 0 . 0 33 . 3 0 . 0 1.2 120 FTG 2E PE 0 . 0 M17 11. 0 0 . 0 33 .4 0 . 0 0 . 002 TL 45. 00 PV Pipe: CM-50 -236 . 0 2 .469 PL 81. 00 PF 15 . 7 M17 11. 0 0 . 0 33 .4 0 . 0 15 . 8 120 FTG ---- PE 0 . 0 M6 11. 0 0 . 0 49 . 1 0 . 0 0 . 194 TL 81. 00 PV Pipe: CM-49 -439 . 9 6 . 065 PL 30 . 00 PF 0 . 5 Ml 0 . 0 0 . 0 64 . 5 0 . 0 4 . 9 140 FTG ET PE 0 . 0 SOURCE 0 . 0 SRCE 65. 1 (N/A) 0 . 006 TL 88 . 52 PV NOTES: (1) Calculations were performed by the HASS 7 . 8 computer program under license no. 5009093370 granted by HRS Systems, Inc . 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0 . 001 gpm and a maximum imbalance at any node of 0 . 069 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16 . 1 ft/sec at pipe BL-19 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1. SDF JOB TITLE: (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly NPTee 1 . 049 2 . 00 5 . 00 2 . 00 5 . 00 6 . 00 1 . 00 10 . 00 10 . 00 5. 00 1 . 380 3 . 00 6 . 00 2 . 00 7 . 00 6 . 00 1 . 00 10 . 00 10 . 00 6 . 00 1 . 610 4 . 00 8 . 00 2 . 00 9 . 00 6 . 00 1 . 00 10 . 00 10 . 00 8 . 00 2 .469 6 . 00 12 . 00 4 . 00 14 . 00 7 . 00 1. 00 10 . 00 10 . 00 12 . 00 3 . 068 7 . 00 15 . 00 5 . 00 16 . 00 10 . 00 1 . 00 13 . 00 13 . 00 15 . 00 3 . 548 8 . 00 17 . 00 5 . 00 19 . 00 11. 00 1 . 00 14 . 00 14 . 00 17 . 00 4 . 026 10 . 00 20 . 00 6 . 00 22 . 00 12 . 00 2 . 00 20 . 00 20 . 00 20 . 00 5 . 047 12 . 00 25 . 00 8 . 00 27 . 00 9 . 00 2 . 00 21. 00 21. 00 25 . 00 6 . 065 14 . 00 30 . 00 9 . 00 32 . 00 10 . 00 3 . 00 28 . 00 28 . 00 30 . 00 C-4 d o � bd H WATER SUPPLY ANALYSIS H 140. 0 Static: 132. 00 psi Resid: 76. 00 psi Flew: 2248 . 0 gp H H LEGEND tC F1 tr1 � Ul Available pressure 1 1 125.70 psi Q 689.9 gpm o Required pressure o G 2 65.05 psi @ 689.9 gpm &12 . 0 A. Source Supply Curve H U B. System Demand Curve G i�C cn E tj �d CrJ H � z P R84 . 0 ro w E / S O w S C4 H U 2 til 3 R vyi pC E56 . 0 C) U C) M N ( o r P o H s i H � z 28. 0 o r ro k H U] H H 0 M to r 0 . 0 B — — — — — — — — - — — — — — — — — — to / -14. 7 600 900 1200 1500 1800 2100 2400 2700 3000 ro LQ FLOW (GPM) U m ro N N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 11/5/2007RTERRY\DESKTOP\PROJECTS\0010 OPHIR OPTICS\CALCS\AREA 1 . SDF JOB TITLE: WATER SUPPLY CURVE 132*\ I \ 0 121+ \ 110+ \ I \ 99+ \ I \ P 88+ \ R I \ E I \ S I \ S 77+ * <-76 . 0 psi @ 2248 gpm U I Flow Test Point R E 66+ X P S I 55+ I 44+ I I 33+ 22+ LEGEND " X = Required Water Supply " 65 . 05 psi @ 689 . 9 gpm 11+ 0 = Available Water Supply 125 . 70 psi @ 689 . 9 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ AORTH '9 Town of RAndover 0 No. 3 ~ -- A odover, Mass., l O 2 COCMICMEWICK y1. 7,9 AoRATED o`P�\ �y S � BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT........./... / ......OPV. �.44. ...�.... ......ilo.. .. � ... ......11.4 Found atio n has permission to erect........................................ buildings on ...... .....��...... ..Q.Q. � �......0.. Rough to be occupied as... � A. A!v)...... ... ...... ... � X Chimney Provided that the person accepting this erm shall iPect c form to the terms ofth� aPPIication 9!6rljl�n4 Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR o/ UNLESS CONSTRBUILDING ECTOR U TS Rough s16 ................. ........................... ........................................... ...... Service Final Occupancy Permit Required to Occupy Ing GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove F nugh al No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. TOWN OF NORTH ANDOVER Construction Control Affidavit Project Number: 0708095 Project Title: OPHIR Optics, Inc. Tenant Fit-up Project Location: 1600 Osgood Street— 1st Floor— Building 21 Name of Building: Osgood Landing Building 21 Nature of Project: Office Renovation for Tenant Fit-up., new entrance, and loading area In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code, I, Gregory Smith Registration No. 8688 being a Registered PF a; €+R�/Architect, HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: Entire Project Architectural XXXXX(Structural Mechanical Fire Protection Electrical Other(specify) FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE. ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED 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 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 state 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. UNDER SECTION 116.4, I SHALL PERIODICALLY SUBMIT A PROGRESS REPORT, TOGETHER WITH PERTINENT COMMENTS,TO THE BUILDING INSPECTOR UPON COMPLETIO F THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READIN JECT FOR OCCUPANCY. P.S ATF Signature and Stamp(no facsimile) r.c.8688 NORTH ANDOVER, 2� MA. cy 0 SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF Ail'VP_wt2007 MY COMMISSION EXP E �� E NOTARY PUBLIC N TARY PUBLIC 1 T11 of e+Assa,cHusETrs ,109 ACORDCERTIFICATE OF LIABILITY INSURANCE OPID S DATE(MMIDD'YYYY) REPUB-1 11/07/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE McLaughlin Insurance Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 828 Lynn Fells Parkway ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Melrose MA 02176 Phone: 781-665-2775 Fax:781-665-0295 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER Ohio Casualty Group Republic Building Contractors, INSURER B: St. PaulTravelers IDs. Co. INSURER C.Inc. American Internavi companies 491 Maple St #103 & #104 INSURER D: Danvers MA 01923 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORD BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE(MM/DD/YY) DATE(MWDDIYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY PREMISES(T'occurence) $ 100,000 CLAIMS MADE FX OCCUR MED EXP(Any one person) $ 10,000- - 0,000 BKK0852520527 10/01/07 10/01/08 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMP/OPAGG s2,000,000 POLICY JEI�CTT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 ANY AUTO (Ee ecoldent) ALL OWNED AUTOS BODILY INJURY B X SCHEDULED AUTOS BA2079C445-07 10/01/07 10/01/08 (Per person) $ B X HIRED AUTOS BODILY INJURY $ B X NONOWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY ALTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $10,000,000 A X OCCUR ❑CLAIMSMADE US00852520527 10/01/07 10/01/08 AGGREGATE $10,000,000 DEDUCTIBLE RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER EMPLOYERS LIABILITY C WC6888552 10/01/07 10 ANY PROPRIETORJPARTNER/EXECUTIVE /01/08 E.L.EACH ACCIDENT $500,000 OFFICER(MEMBER EXCLUDED? If yes,describe under E.L.DISEASE-EA EMPLOYEE $S00,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT 1$500,000 OTHER A LEASED EQUIPMENT BKW0852520527 10/01/07 10/01/08 Limit $25,000. Special Form REPLACEMENT COST Deductibl $500. DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Evidence of insurance for operations usual to named insured CERTIFICATE HOLDER CANCELLATION FORIN-1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION FOR INFORMATION ONLY DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR To MAIL 30 DAYS WRITTEN Republic Building Contractors NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO$O SHALL Inc. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR pg� REPRESENTATIVES. AUTHOR PRE A a ACORD 25(2001108) 'a ACORD CORPORATION 1988