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HomeMy WebLinkAboutBuilding Permit #847-14 - 90 BLUE RIDGE ROAD 5/22/2014r.,, t BUILDING PERMIT ,�? ��t;;; ,.. `•6' o\ TOWN OF NORTH ANDOVER ° MON o APPLICATION FOR PLAN EXAMINATIO +- Permit NO: 0_ I Date Received 0b Date Issued: �9SSACHUS IMPORTANT: Applicant must complete all items on this Date LOCATION 90 Blue Ridqe Rd Print PROPERTY OWNER IK YUN Print MAP NO: 210 PARCEL: 65 ZONING DISTRICT: Historic District yes Cno !Machine Shop Villaae ves . TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building 0One family ❑ Addition E] Two or more family ❑ Industrial ❑ Alteration No. of units: 1 ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition 00ther Solar/PV ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer Install solar electric panels to roof of existing home, to be interconnected with the homes' electrical system Qe-C-eA\J4 �)-1 v\(AAk AA- 1�7?AJA OWNER: Name: Q Identification Please Type or Print Clearly) IK YUN Phone: (978) 689-9335 ]press: au blue ra CONTRACTOR Name: Address: Nortn Andover, MA, U1640 SolarCity Corp./Craig Ells Phone: 978-875-1698 24 St. Martin Dr. Bldg.2 Unit 11 Marlborough, MA, 01752 Supervisor's Construction License: Exp. Date: 107663 8/29/2017 Home Improvement License: 168572 Exp. Date: 3/8/2015 ARCHITECT/ENGI NEER Yoo Jin Kim Phone: 888-765-2489 x5743 Address: 3055 Clearview Way, San Mateo, CA, 94402 Reg. No. 49677 FEE SCHEDULE. BOLDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. 1ri7 Total Project Cost: $15,000.00 FEE: $ Check No.:I_�7j�}-3� Receipt No.: koog NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signature of Agent/Owner SiggaturTf contractor�� V Permit NO: Date Issued: TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received IMPORTANT: Applicant must complete all items on this page LOCATION Print: PROPERTY OWNER Print 100 Year Old. Structure yes no MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no .TYPE OF IMPROVEMENT, PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Assessory Bldg ❑ Commercial ❑ Repair, replacement ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain El Wetlands ❑ Watershed District ❑ Water/Sewer DESCRIPTION OF WORK TO BE PEKI-OKmtU: Identification Please Type or Print Clearly) OWNER: Name: Phone: Arifiracc- CONTRACTOR Name: Phone: _ Address: Supervisor's Construction License: Exp. Date:_ IJ' Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE: BULDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund gnature of Agent/Owner Signatu.e of contractor _ Plans Submitted LJ: Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans Location llwc— %.d Date No. Check 4t TOWN OF NORTH ANDOVER Certificate of Occupancy . $— Building/Frame Permit Fee $AOSLI-b Foundation Permit Fee $ Other Permit Fee $ TOTAL $ I/Bul'Iding Inspector - Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ :TYP)J_:0Y SEWERACEDiSPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. .Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc._❑ Perrnaneint Dumpster on' Site -THE-.FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED - DATE_A_PPR-OVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS _CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Comments Comments ' Water & Sewer Connection/Signature &.Date - Driveway Permit DPW 'I owo Engineer: Signature: Located 384 Osgood Street -:.FIRE -DtPAkfM,E-vT Temp Duripsteron site Yes.,no Located bt 124 Mair. Street Fire Departmefitsignature/date `Y COMMENTS r _ -Dimension Number of Stories: -Total land area, sq.. ft.: Total square feet of floor area, based on Exterior dimensions. 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 deaartment use) 2-1 j C,& ® Notified for pickup - Date E Doc.Building Permit Revised 2010 Building Department -` `fhe folz-3wing is'a-1i'st of the required.forms to be filled out'for. the appropriate permit to be obtained. Roofilg, Siding, Interior Rehabilitation Permits a B.gilding Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.i.C. And/O-r 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 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 apu,?al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.tted with the building application Doc: Doc.Building Permit Revised 2012 3055 CleawOew Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) ( www.solardty.cam Project/Job # 018441 RE: Installation Approval Letter Project: yun Residence 90 Blue Ridge Rd North Andover, MA 01845 To Whom It May Concern, On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. The capacity of the structural roof framing directly supporting the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to be in accordance with the requirements of the MA Res. Code, 8th Edition. Plans and calculations were stamped & signed with my professional engineer's seal. The work has been completed in accordance with the provisions of the approved permits of the applicable code. Should you have any further questions or requirements pertaining to this project, please do not hesitate to contact me. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com El Digitall f signed by Yoo Jin Kim Date: 2014.10.31 11:32:43 -07'00' 3055 Clearview Way San Mateo, CA 94402 s (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity_com .;:� ,,.:s :; re. :c2_t+. � .t sti �:. t-_. .. ,.. ... .. L"� .'a;...ut ., r. .it.. r - e. t•.r .+;t- .. ,�>�.. _. .. h:' _ .. 2014 -Sep -26 01:53 PM Solarcity - Marlborough, MA 15084600318 O C � 0 CD a. 0'a CL m c. CL > �0� cp CD O W OU -3 C Co10 CA. CL l0 CD � O cp c CD O 1/1 s� 0 OW - I n 20. D Q m A 101 a 1/1 s� 0 OW - I 2014 -Sep -26 01:52 PM Solarcity Marlborough, MA 15084600318 1/1 Location Date Check A� �° �� 2.7605 TOWN OF NORTH ANDOVER Certificate of Occupancy Bullding/Frame Permit Fee Foundation Permit Fee Other Permit Fee TOTAL. / A ' ding Inspector Town dover.- Mass,(A eA E RMI'T T O -MILD RTIFIESTHAT.............................Y.IX4 ..... ....................., .................... nlsslon to erect buildings. on ..�1 .....Rl.i!!�t,.,.';r!.a ....,'�:^ �.................. ......,�..•............ .77!'�.?� i..'.,.,&.'t�t ................ cupled as ......;;� I that the person accepting this permit shall In every respect cohe terms ofthe application 1 this office, and to the provisions of the Codes and By -Laws relating to the Inspection, Alteration and ctlon of Buildings In the Town of North Andover. , ION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ' UNLESS CONSTRUCTION TARTS BUILDING INSPECTOR ®ccuncalrc>> Pea-itrit ,Reatth ed to Occu V Buildbw )isplay in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. BOARD OF HEALTH Food/Kitchen Septic System BUILDING INSPECTOR Foundation Rough Chlmney Final PLUMBING INSPECTOF Rough Final ELECTRICAL INSPI:CTOI Rough Service Final GAS INSPECTOR Rough Final FIRE DEPARTMENT Burner Street No.. SmoRe Det. lA Sl£009VS091 VW `g5nojogljeW - Agi»eloS WV L£ 0l 9Z da5-VLOZ 2014 -Sep -26 10:42 AM Solarcity Marlborough, MA 15084600318 1/1 location W ' �` ► No. i'" DatO1221'_-1 Check-40� 3 27605 TOWN OF NORTH ANDOVER Certificate of Occupancy Building/Frame Permit Fee Foundation Perrrilt Fee Other Permit Fee TOTAL. ding inspector �L C ` .. 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Check the appropriate box: Type of project (required): 1.0 I am a employer with 3000 4. ❑ 1 am a general contractor and I 6. ❑New construction employees (full and/or part-time).* 2. ❑ I am a sole proprietor or partner- have hired the sub -contractors listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub -contractors have g, ❑ Demolition working for me in any capacity. employees and have workers' 9. E] Building addition [No workers' comp. insurance required.] comp. insurance.$ 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3. ❑ 1 am a homeowner doing all work officers have exercised their 11.0 .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 13.0 Other Solar I PV employees. [No workers' comp. insurance required.] *Any applicant that checks box 4 1 must also fill out the section below showing their workers' compensation policy information, I Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. TContractors 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. am an employer that is providing workers' compensation insurance for my entplgyees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Insurance Company Policy ## or Self -ins. Lic. M WA766DO66265023 Expiration Date: 09/01/2014 Job Site Address: All Locations City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of investigations of the DIA for insurance coverage verification. I do herebl> certify under the pains and penalties of drjyty that t e information provided above is true and correct. 9782152359 Official ttse 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 (MM ACC> V CERTIFICATE OF LIABILITY INSURANCE DATE CERTIFICATE 0 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 0726293 1-415-546-9300 CONTACT d Brenan Quinlan NAME: �il Arthur J. Gallagher & Co. Insurance Brokers of California, Inc., License #0726293 _ PHONE FAX ALG No, Exti. 415-536-4020 EMAIL Brendan cluinlan@ajg.com A, OQRE5s:_.—� -- —19 - 1255 BatteryStreet #450 San Francisco, CA 94111 —_ INSURE_RSS) AFFORDING COVERAGE _ NAIC # INSURER A: LIBERTY MUT FIRE INS CO 23035 INSURED INSURER B: LIBERTY INS CORP 42404 SolarCity Corporation MED EXP (Any one person) _ $ 10,000 INSURER C INSURER D: 3055 Clearview Way INSURER E: _ San Mateo , CA 94402 INSURER F: $ 2,000,000 COVERAGES CERTIFICATE NUMBER: 35272277 REVISION NUMBER: THIS IS TO CERTIFY THAT 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 AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CYEXP INSR TYPE OF INSURANCE IN lR POLICY NUMBER MMIIDDDIMY MCY EFF MIDD LTR /YYYY LIMITS A GENERAL LIABILITY AUTHORIZED REPRESENTATIVE 11 fiit TB2661066265053 09/01/1 09/01/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fil OCCUR PR M SE SO RENTED (E E a occurrence) $ 100,000 000 MED EXP (Any one person) _ $ 10,000 X Deductible: $25,000 PERSONAL& ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOP AGG $ 2,000,000 $ — X POLICY PRO• LOC A AUTOMOBILE LIABILITY _ AS 504 COMBINED SINGLE LIMIT (Ea accident) 1,000,000 BODILY INJURY (Per person) $ X ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS PROPERTY DAMAGE Per accident $ NON -OWNED HIRED AUTOS AUTOS _ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE I—JOED I I RETENTION $ B B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE �YIN OFFICER/MEMBER EXCLUDED? nN (Mandatory in NH) NIA WC7661066265033 (WI Retro) WA766DO66265023 (Ded) 09/01/1' 09/01/1 09/01/14 09/01/14 X wCSTAT. OTH- R 1 I ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT I $ 1, 000, 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Proof Of Insurance. CERTIFICATE HOLDER CANCELLATION ACORD 25 (2010/05) satyasan 35272277 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance Only THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 11 fiit ACORD 25 (2010/05) satyasan 35272277 ©1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD + tf r '`"" � i�r`{ r�iiiilrrriiiil{�ri%/� �� '1 t/r�i.;.;r�r•�rr.;��/% Office of Consumer Affairs and Business Regulation .:- . 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 168572 Type: Supplement Card SOLARCITY CORPORATION Expiration: 3/812015 CRAIG ELLS --- - - - 24 ST. MARTIN STREET BLD 2 UNIT 11 --- - - - - - MARLBOROUGH, MA 01752_- Sc.a + c, XW 01,. , s Update Address and return card. Mark reason for change. F] Address (] Renewal n Employment E'I Lost Card Office of Consumer Affairs & Business Regulation Y DOME IMPROVEMENT CONTRACTOR �c11, r r s Registration: 168572 Typc Expiration: 3/8!2015 Supplement :ard SOLARCITY CORPORATION CRAIG ELLS 24 ST MARTIN STREET BLD 2UN1 WhBOROUGH, MA 01752 Undersecretary License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, MA 02116 Not v lid without signature Massachusetts Oepartrient 7f a jt), -c Satet, Board of Building Rogui,at+ons .1nd 31-inu3rus ( •n4+u,�r•n 1u�r,+• ,.� . cense CS -107663 CRAIG ELLS 206 BAKER STREET Keene NH 03431 amnn�� n+u.r 08/2912017 n��� c�lr.,�ir�2r�1t�t*rtPlr r> Office of Consumer Affairs d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration SOLARCITY CORPORATION DAVID MILLAR 24 ST. MARTIN STREET BLD 2 UNIT 11 MARLBOROUGH, MA 01752 SCA 1 Ca 20M-05/11 ���r `fir rrrrirr nurrrr�/� r'' l/,r,.;ar�rru•(/. �ffice of Consumer Affairs & Business Regulation R „ -7, ME IMPROVEMENT CONTRACTOR egistration: 168572 Type y Expiration: 3/8/2015 Supplement Ward SOLARCITY CORPORATION Registration: 168572 Type: Supplement Card Expiration: 3/8/2015 Update Address and return card. Mark reason for change. i] Address Renewal F Employment Lost Card License or registration valid for individul use only before the expiration date. if found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, MA 02116 DAVID MILLAR 'r 24 ST MARTIN STREET BLD 2UNI �IIAkLBOROUGH, MA 01752 Undersecretary Not va 'd with ut signature SolarCity. Power Purchase /agreement Here are the key terms of your SolarCity Power Purchase Agreement Date: �3 ��- System installation cost 11.3¢ Electricity rate per kWh Our Promises to You 20years Agreement term • We insure, maintain, and repair the System (including the inverter) at no additional cost to you, as specified in the agreement. • We provide 2417 web -enabled monitoring at no additional cost to you, as specified in the agreement. • We warranty your roof against leaks and restore your roof at the end of the agreement, as specified in the agreement. • The rate you pay for electricity, exclusive of taxes, will never increase by more than 2.9 % per year. Homeowner's Name & Service Address Enter information exactly as it appears on the utility bill vFirst Nbrhe v /Last Nake St(eet Ar dress C f City State i Options for System purchase and transfer: • If you move, you may transfer this agreement to the purchaser of your Home, as specified in the agreement. • At certain times, as specified in the agreement, you may purchase the System. • These options apply during the 20 year term of our agreement and not beyond that term. Co-owner (if applicable) First Name Last Name �_,() 164--e Street Address City State Zip Options at the end of the 20 year term: • SolarCity will remove the System at no cost to you. • You can upgrade to a new System with the latest solar technology under a new contract. • You may purchase the System from SolarCity for its fair market value as specified in the agreement. • You may renew this agreement for up to ten (10) years in two (2) five (5) year increments. t� c1L L.NML V%( WA.. ',AN LIAIt U. (,A U,Mu1 886.SOL. CITY 1 888.765.2489 1 SOLAR CITY.COM MA HIC 168572 National Grid USA (Nantucket Electric) I have read this Power Purchase Agreement and the Exhibits in their entirety and I acknowledge that I have received a complete copy of this Power Purchase Agreement, �f i, '/ Owner's Name: L Signature: Date: Szz Co -Owner's Name (if any): Signature: _ Date: ` . SolarCiNSOLARCITY APPROVED Power Purchase Agreement Signature: ----�— =--� LYNDON RIVE, CEO Date: 04/30/2014 (PPA) Power Purchase Agreement ���`SoiarCi#y. .,U 11! hw."1 !'nn 1nx, t,,u"rment vr171111i /.(I oh%tVersion #34.3 " �pp.SolarCit v 3055 Clearview Way, San Mateo, CA 94402 (888) -SOL -CITY (765-2489) 1 www.solarcity.com April 17, 2014 Project/Job # 018441 RE: Project: To Whom It May Concern, CERTIFICATION LETTER yun Residence 90 Blue Ridge Rd North Andover, MA 01845 Y00 AN No. Digital,Fy signed by Yoo An Kim Date: 2014.04.17 11:07:22 -07'00' A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: - Applicable Codes = MA Res. Code, 8th Edition, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C - Ground Snow Load = 50 psf - MPI: Roof DL = 15 psf, Roof LL/SL = 29.8 psf (Non -PV Areas), Roof LL/SL = 18.4 psf (PV Areas) - MP2 & MP3: Roof DL = 10.5 psf, Roof LL/SL = 29.8 psf (Non -PV Areas), Roof LL/SL = 18.4 psf (PV Areas) Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the MA Res. Code, 8th Edition. Please contact me with any questions or concerns regarding this project. Sincerely, Yoo Jin Kim, P.E. Civil Engineer Main: 888.765.2489, x5743 email: ykim@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 04.17.2014 I TM Version #34.3 �Dp15oI a C �t , SleekMount PV System y Structural Design Software PROJECT INFORMATION & TABLE OF CONTENTS Project Name: yun Residence AHJ: North Andover Job Number: 018441 Building Code: MA Res. Code, 8th Edition Customer Name: yun, Ik Based On: IRC 2009 / IBC 2009 Address: 90 Blue Ridge Rd ASCE Code: ASCE 7-05 City/State: North Andover, MA Risk Category: II Zip Code 01845 Upgrades Req'd? No Latitude / Longitude: 42.678217 -71.080117 Stamp Req'd? Yes SC Office: Marlborough PV Designer: Robert Bean Calculations: I Brad Taylor I EOR: Yoo Jin Kim P.E. Certification Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.33365 < 0.4g and Seismic Design Category (SDC) = C < D 90 Blue Ridge Rd, North Andover, MA 01845 Latitude: 42.678217, Longitude: -71.080117, Exposure Category: C LOAD ITEMIZATION - MPI PV System Load Non -PV Areas PV Module Weight (psf) Hardware Assembly Weight 2.5 psf 0.5 Psf PV System Weight s 3.0 Psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MPI Table 4-1 Roofing Type At Comp Roof ( 2 Layers) 5.0 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No W Underlayment Rl Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 Yes 4.7 psf Miscellaneous I Miscellaneous Items 1 1.0 psf Total Roof Dead Load I 15 Psf (MP1 1 15.0 Psf Reduced Roof Live Load Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 9/12 W Tributary Area Reduction Rl 1 Section 4.9 Sloped Roof Reduction RZ 0.75 Section 4.9 Reduced Roof Live Load Lr Lr = R R Equation 4-2 Reduced Roof Live Load Lr 15 Psf (MP1) 15.0 nsf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? ASCE Eq: 7.4-1 37% Yes Effective Roof Slope 360 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 17.1 ft 29.8 Psf Snow Importance Factor Is 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pt -min 35.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (C0 (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding Cs roof All Other Surfaces Figure 7-2 Roof ASCE Eq: 7.4-1 37% 0.9 Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 Surroundin Roof PS -roof 60% 29.8 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed Slippery Surfaces 0.5 Figure 7-2 Design Snow Load Over PV Modules PS-°° PS.PV = (CS_ „) Pf ASCE Eq: 7.4-1 37% 18.4 psf COMPANY PROJECT WoodWorks® SOFri1AIWFOR WOOA OfS"CN Apr. 17, 2014 11:021 MP1.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 457 399 tern Start End Start End DL Dead Full Area No 15.00 (16.0)* psf PV LOAD Dead Partial Area No 2.67 8.08 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 30.00 (16.0)* psf *Tributary wiatn (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 16-5„ 0' 1' % 12'-6" Unfactored: Dead Snow 186 271 159 240 Factored: Total 457 399 Bearing: F'theta 567 567 Capacity Joist 3293 2974 Supports 2789 - Anal/Des Joist 0.14 0.13 Support 0.16 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.57** 0.50* Cb 1.11 1.00 Cb min 1.65 1.00 Cb support 1.25 - Fcp sup 425 - "Minimum bearing length setting used: 1/2" for end supports *"Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP1 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2'W-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 16-5.0"; Pitch: 9/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); J MP1.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN I WoodWorksO Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 39 Fv' = 155 fv/Fv' = 0.25 Bending(+) fb = 1021 Fb' = 1389 fb/Fb' = 0.74 Bending(-) fb = 30 Fb' = 672 fb/Fb' = 0.04 Live Defl'n 0.37 = L/471 0.72 = L/240 0.51 Total Defl'n 1 0.62 = L/277 0.96 = L/180 0.65 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - Fb'- 875 1.15 1.00 1.00 0.484 1.200 1.00 1.15 1.00 1.00 - Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 315, V design = 284 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1118 lbs -ft Bending(-): LC #2 = D+S, M = 32 -lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 2 4 2 4 4 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - MPI Mounting Plane Information Roofing Material Wind Pressure Exposure Comp Roof 0.95 PV System Type Topographic Factor SolarCity SleekMountTM 1.00 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware Importance Factor Comp m2upLiYap C Section 6.5.6.3 Roof Slope Velocity Pressure 360 Fig. 6-11B/C/D-14A/B Rafter Spacing h 16" O.C. Section 6.2 Framing Type Direction Y -Y Rafters T -allow Pur►in Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA IStanding Seam Spacing SM Seam Only NA Wind Desian Criteria Wind Design Code Wind Pressure Exposure ASCE 7-05 0.95 Wind Design Method Topographic Factor Partially/Fully Enclosed Method 1.00 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category Importance Factor C Section 6.5.6.3 Roof Style Velocity Pressure Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients -0.95 Fig. 6-11B/C/D-14A/B Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 Net Wind Uplift at Standoff 20.6 psf -314 lbs Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig, 6-11B/C/D-14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U Wind Pressure Down -19.6 psf 18.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -314 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 1 62.7% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -392 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity I DCR 1 78.4% LOAD ITEMIZATION - MP2 & MP3 PV System Load Non -PV Areas PV Module Weight (psf) Hardware Assembly Weight 2.5 psf 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP2 & MP3 Table 4-1 Roofing Type At Comp Roof ( 2 Layers) 5.0 psf Re -Roof to 1 Layer of Comp? ASCE Eq: 7.4-1 No W Underlayment Rt Roofing Paper 0.5 psf Plywood Sheathing Rz Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 8 @ 16 in. O.C. 2.3 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1 1.2 psf Total Roof Dead Load 10.5 Psf MP2 & MP3 10.5 Psf Reduced Roof Live Load Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope ASCE Eq: 7.4-1 9/12 W Tributary Area Reduction Rt 1 Section 4.9 Sloped Roof Reduction Rz 0.75 Section 4.9 Reduced Roof Live Load Lr Lr= R R Equation 4-2 Reduced Roof Live Load Lr 15 psf MP2 & MP3 15.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 50.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? P:-°" Yes ASCE Eq: 7.4-1 37% Effective Roof Slope 360 ASCE Eq: 7.4-1 Horiz. Distance from Eve to Ridge W 17.3 ft 1 29.8 Psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 p Snow Thermal Factor Ct All structures except as indicated otherwise Table 7-3 1.0 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) pr -min 35.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 35.0 psf 70% ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS goof All Other Surfaces Figure 7-2 Roof P:-°" 0.9 ASCE Eq: 7.4-1 37% Design Roof Snow Load Over Ps -roof = (Cs -roof) Pf ASCE Eq: 7.4-1 Surroundin Roof PS fOOf 60% 1 29.8 Psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules CS _PV Unobstructed 5015 pery Surfaces Figure 7-2 Design Snow Load Over PV Modules P:-°" Ps -p„ = (Cs_ „) Pf ASCE Eq: 7.4-1 37% 18.4 psf COMPANY PROJECT Woodworks® SOMARFFOR WOOD MS1GN Apr. 17, 2014 10:391 MP2 & MP3.wwb Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit 480 438 tern Start End Start End DL Dead Full Area No 10.50 (16.0)* psf PV LOAD Dead Partial Area No 6.33 14.50 3.00 (16.0)* psf SNOW LOAD Snow Full Area Yes 3293 30.00 (16.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 19'-6.5,1 0' 1'-2" 15' Unfactored: Dead Snow 156 325 152 287 Factored: Total 480 438 Bearing: F'theta 567 567 Capacity Joist 3293 2974 Supports 2789 - Anal/Des Joist 0.15 0.15 Support 0.17 - Load comb #2 #4 Length 3.50 3.50 Min req'd 0.60** 0.52 Cb 1.11 1.00 Cb min 1.62 1.00 Cb support 1.25 - Fcp sup 1 425 - "Minimum bearing length governed by the required width of the supporting member. Bearing for wall supports is perpendicular -to -grain bearing on top plate. No stud design included. MP2 & MP3 Lumber -soft, S -P -F, No.1/No.2, 2x8 (1-1/2"x7-1/4") Supports: 1 - Lumber Stud Wall, S -P -F Stud; 2 - Hanger; Roof joist spaced at 16.0" c/c; Total length: 19'-6.5"; Pitch: 9/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); WARNING: Member length exceeds typical stock length of 18.0 [ft] i MP2 & MP3.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 43 Fv' = 155 fv/Fv' = 0.28 Bending(+) fb = 1323 Fb' = 1389 fb/Fb' = 0.95 Bending(-) fb = 36 Fb' = 572 fb/Fb' = 0.06 Live Defl'n 0.77 = L/271 1.15 = L/180 0.66 Total Defl'n 1.16 = L/178 1.73 = L/120 0.67 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 Fb'+ 875 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - Fb'- 875 1.15 1.00 1.00 0.412 1.200 1.00 1.15 1.00 1.00 - Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V = 338, V design = 315 lbs Bending(+): LC #4 = D+S (pattern: sS), M = 1449 lbs -ft Bending(-): LC #2 = D+S, M = 39 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow W=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, _=no pattern load in this span Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 67e06 lb-in2 "Live" deflection =Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 LC# 2 4 2 4 4 Page 2 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. CALCULATION OF DESIGN WIND LOADS - MP2 & MP3 Mounting Plane Information Roofing Material Wind Pressure Exposure Comp Roof 0.95 PV System Type Topographic Factor SolarCity SleekMountTM 1.00 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware Importance Factor Comp Mount Type C Section 6.5.6.3 Roof Slope Velocity Pressure 360 Fig. 6-11B/C/D-14A/B Rafter Spacing h 16" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA I DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA IStanding Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code Wind Pressure Exposure ASCE 7-05 0.95 Wind Design Method Topographic Factor Partially/Fully Enclosed Method 1.00 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category Importance Factor C Section 6.5.6.3 Roof Style Velocity Pressure Gable Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 25 ft Section 6.2 Wind Pressure Calculation Coefficients -0.95 Fig. 6-11B/C/D-14A/B Wind Pressure Exposure Kz 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 Net Wind Uplift at Standoff 20.6 psf -314 lbs Wind Pressure Ext. Pressure Coefficient U GC -0.95 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC 0.88 Fig. 6-11B/C/D 14A/B Design Wind Pressure p p = qh (GC) Equation 6-22 Wind Pressure U Wind Pressure Down -19.6 psf 18.0 psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 64" 39" Max Allowable Cantilever Landscape 24" NA Standoff Conficjuration Landscape Staggered Max Standoff Tributary Area Trib 17 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -314 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity I DCR 1 62.7% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 65" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 22 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -392 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 1 78.4% • f0 N^�OCL C v � jav01 �v c c o W N ZLn .. ft to O Q W '� N ~ aS z 2:Z wQU f I—I S J Q p f -0 U ° W Q J LLJ L) w L 2 Z ai Q Z v W N J M U J o p _ w 4 lYd�u Qcls Jwm=U, 0U(nNOF- N m a o L Z NPOdLn 10 ¢ O +� »»> > > CLa-CLd0_U LU a * a O m N aS O w 1 DOf 3f i r 1 + Q W U Q F-- W> W W F --i W N Y z� Ww V) �--� a Z N > Wo H IU -I CO C U 1 z z 0 0- U oO o a ) , o:2 Li '+ 1 U > o [if re) W1 Q ry0) W YJ� 00 LLJw z zm m¢ zM 00 W O m 0 �W ¢ J to O m d P OZ rn ppw F-Lj Z Q �¢ r: oC)r mw z N� o CD Q W w }o NSF- U- ZF- Cn W W o -F-W V) =) Q `i• a_wZm a -J D W L� O W HZ DAF --U W V-) 2 WS NZZLLJ U N W >�'N� DU O = O 0 0 W g M m Z C)f m O p N S H O o p Q W I...� W w W U Z z 0 F -W �� O N UN c�ODQ 0 � lLUQ p� O �m=W H Jo ��Z QmC,4oCY 0 ooJw ��X mmp zZ�� Q wU�Q omQo J O zJ N�+J O NWFQ-U ��0 M� ¢2F -U O z F- LLJ QN F-p2U ZQ 0 ~ZJNjF- wwQ Qdm J WU) oU J F- zZm W UNUF- ao�r�"F-aoQo>,FBF- OfW Q5J Q�ww Z J 000� oc���z U_ zN�p�LJVCXCU+JF-�LO�wZ�CL NW= F- �oz� �o3wM N � SCOZ�wWI J N ( 1 4 M J z-- O UZNC7 WJ JM r r � ~ N J N n- N W Q 0 Q Z W W O o U p o w z Q w z z w� g z U 9to o S Z m� a w W F- J Q W Q 2 M CL 2 U W ~ O m U J Z�F=O2WQJ > F -:L) LLI �0� <-_0 Q W W� F- �QQ J W CL CL' � U F- Q 2 0 W U Z 2 U JQw WQza}zNF-N Q��p W L'J W Q� W LLJ D ~ ~0 YQU0U O m m O Q F- U J U w W (n 5 tog W w w= w to ~ F- S zp Z I r J J p Wcj� W -j F►- U N ( � } O} O N J Q W O IZ S m O Q Qf W o F- U W F-- Q 2 J 2 0 Q to V N a' f/) Q Q W Z N 0 W LLI m�V) azpQ� �L)C M ZJQzo���o�o= m =�=oLiJ:m-j m toZww W Q� JU JOZQ zQlitj NIQ-?� �zF- J� ~N~NZQwQNQ L I ZC�Q F -N pCl Cl. 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