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Building Permit #693-14 - 76 COMPASS POINT ROAD 4/9/2014
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: C, S IMPORTANT: Applicant must complete all items on t ' ge LOCATION 4' Ieoc' ncx—c i 6 fs `�` ?O r - PROPERTY OWNER_ �Zeff1.J Print Cp (,(� Print 100 Year Old Structure yes no MAP NO:rp �p PARCEL: -D`6ZONING DISTRICT:___Historic District yes no Machine Shop Villaqe ves no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential INew Building ❑ One family ❑ Addition 1%Two or morefamil El 11 Alteration No. of units: -industrial ❑Commercial ❑ Others: ❑ Repair, replacement ❑ Assessory Bldg ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain XWetlands ❑ Watershed District Water/Sewer utacrcir i 1UN Ut- VIIUKK TO BE PERFORMED: o OWNER: Name: Address: S ( Please Type or Print Clearly) r . Teve s 6urQ MJ, CONTRACTOR Name: T�� �C. it1C_. Phone: S O� 5 Z�,p C1 3 3 7 Address Supervisor's Construction License: CS Q5Ct35gExp. Date:—.,,X/,A4/ Ila Home Improvement License: 1X13 S 9 Exp. Date: `( /acl / 14 ARCHITECT/ENGINEER �nntx:T Phone:_ PUZ) 33`-7 Sa Sn) Address:j i UCy' 9a �kaf) �C.�. Reg. No. 33`7 FEE SCHEDULE: BOLDING PERMIT: $92.00 PER $9000.00 OF THE TOTAL ESTIMATED COST BASED ON $925.00 PER S.F. Total Project Cost: $ ct31 ISD/2-1 FEE: $ Check No.: Receipt No.: NOTE: Persons contracting wi h unreg tered contractors do not have accessrluartnyfund r. Si7gnature of Agent/Owner S nature cof contractor Plans Submitted 11 Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans M TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date IMPORTANT: Applicant must complete all items on this -page LOCATION Print PROPERTY OWNER Print 100 Year Old Structure yes MAP NO: PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes no no no .TYPE OF IMPROVEMENT. PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑ Addition ❑ Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain ❑ Wetlands ❑ Watershed District ❑ Water/Sewer DESCRIPTION OF WORK I U rat NtMt-UMMIZU: Identification Please Type or Print Clearly) OWNER: Name: Phone: CONTRACTOR Name: Phone: Address: Supervisor's Construction License: Home Improvement License: Exp. Date: 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 Signature of Agent/Owner, Plans Submitted FJ Plans Waived ❑ _ Sigpatu a of contractor Certified Plot Plan ❑ Stamped Plans ❑ Location r C No. ! - L-� Dates Check #-77`" Y TOWN OF NORTH ANDOVER Certificate of Occupancy $ 126— Building/Frame 26—Building/Frame Permit Fee $ t° Foundation Permit Fee $ Other Permit Fee $ TOTAL $ 3 1 Building Inspector a Plans Submitted ❑ Plans Waived' El Certified Plot Plan ❑ Stamped Plans ❑ :TYPE_OF'SEWERAGEDISPOSAL" Public Sewer ❑ Tanning/Massage/Dody Art ❑ Swimming Pools ❑ Well ❑ Tobacco -Sales ❑ Food Packaging/Sales . ❑ Private (septic tank, etc-- ❑ =Permanent Pumpster on Site ❑ -THE..FOLLOWING SECTIONS FOR -OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM -DATE. REJECTED PLANNING & DEVELOPMENT ❑ DATE: AP P R=OVED COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH COMMENTS Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Com :Comments N Water & Sewer Connection/Signature & Date Driveway Permit DPW Tow;! Dngineer: Signature: FIRE DEPARTMENT -Te' mp Dump_ster on site yes_:.. Located -at 124 Mair; Street -Fire Departine►it signature/date COMMENTS Located 384 Osgood Street no Dimensim Number of Stories: Total square feet of floor area, based on Exterior dimensions. _Total land area, sq. ft.: ELECTRICAL: Movement of. Meter. Iodation, 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:fin.e Doe.Building Permit Revised 2010 t Building Department The fol;owing is'a-list ofthe required. forms to be filled out for the appropriatepermit to be obtained. Roofir° g, Siding, Interior Rehabilitation Permits a' Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L Licenses o Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster,permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) o Mass check Energy Compliance Report (If Applicable) o 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 o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all casds if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apv, 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.+.ted with the building application Doc: Doc.Bui?ding Permit Revised 2012 M 4 0� AO oYM �H a •��19 y7S ACJ. CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 693-14 on 4/9/2014 Date: October 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 76 Compass Point MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. LLC 51 Mt. Joy Street Tewksbury, MA 01876 Fee: Prepaid $100.00 Receipt: 27425 Check :7769 -Z�Z� ding Inspector id 0 0 H E9 L.. O 2 :: 0 .Q CL a� dt _ � o N V E Q as �, O r ,N0 *# lgj c A � V i J = O LA.Z Q V {'v `/ N Qv v z W Z *� iii m �- W \� ` Z P (�1 U •V oc O LLI y ih tj Z N z W a'"�j1j LU W V co T N m \\\ '1` >• \ a p7 �� uj W ^ E r LL O 0 u O UJ LL Vl v s c O O -C LL c u 11 bb O W LL O In t O C 2' LL z v Y L i1 O CO (% (n L.. O 2 :: 0 .Q CL a� dt _ � o N V E Q as �, O r ,N0 *# lgj c A � V i N J L � Lm d a > - C •; N � L O N N _ O O O -0 > Nva s �.`.m Ego �.: o CL C as o a> > = 1�- o n CL t m .r '� m c o o a = N o _ Q 4) G N ~ NO v m N CO W = co co = O O uml F- -Q R N C O O W L V 0 -0 0 4) . O O C co N mN m o %- c 0 Q O t -W CLo0 > V V O W CL z z 0 m Cl) Z F— Z V N LUC xO W U H W CL Z 1-1 W O � O .0 O Z N O ' O N Q O �+ 0 o CL a CL � Q OM V_ J �CL O d U) Z O U c� CL cv � 0 APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION 4 a«.xaw • '' 9SSACHBUILDING PERMIT # J ADDRESS/LOCATION OF PROPEC ass Q o f 0 -�- Map _parcel1 Lot Number QTTRT)TVTeTnXT. Pr M._n 1/ _n 5 DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN THIS TNM FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BEtHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES,, Permit Issued to: "Inc . Address: t'n tai[ . �. ter. ��at� (Yl� . .. ► �� r'ti TOWN ENGINEER, CONSERVATION PLANNING ROUTING SITE PLAN — DRIVE -WAY REVIEW ❑ DPW WATER METER SEWER CONNECTION JH DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW w SIGNA File: APPlication for OC form revised Jan 2007/2011 Conner atlon Services Group 50 Washington Street Suite 3000 Westborough, MA 01581 t 508.836.9500 f 508.870.5975 www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: Sept 29th, 2014 Permit No.: Street Address: 76 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 square feet HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: Builder: TB Building Builder Contact: Tim Barlow HVAC Contractor AJ Heating and Cooling Postconstruction test ® Total Leakage — 12 cfm/100 ftp maximum allowed ❑ Leakage to outdoors — 8 cfm/100 ft2 maximum allowed Testing result: 9.65 cfm/100 ft? Rough -in test Tota/ leakage Air Handler Installed? ❑ Yes — 6 cfm/100 ft? maximum allowed ❑ No — 4 cfm/100 fe maximum allowed Testing result: cf n/100 ft2 Conservation Services Group © 2012 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 693-14 on 4/9/2014 Date: October 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 76 Compass Point MAY BE OCCUPIED AS a single family home IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Berry Co. LLC 51 Mt. Joy Street Tewksbury, MA 01876 Bu ding Inspector Fee: Prepaid $100.00 Receipt: 27425 Check :7769 0 f-9 * N P O O NU � 0 V Via.+ H J Q W tA, cc 601, W U Yv a� �V W a OT�- W s \ LA O H Z C W oA� L LL Z .�� �LLI Z,�� '� z -moo Q a I W v Y N • W \^\ V LL z \ U O O_ LL N -0 L C =3 � E LL d' U LL L � W LL U 7 V) L � ro d' LL cu.,..Y ` v O m (% 0 N P O O NU � 0 V Via.+ E N J L Q ) d a : > _ • Qi Q O dt _ 'a > Q m � E Q L N ` tm N N -W O N=o tm 0 � N P O NU a� E N J L �m d a > _ = O— OO O N O 0: C 'a > Q c o E0o o tm N=o o = cn > � of Q C 5 ca •O m o o = .c (Q Q ai � cm = o N N V m N �tE Cl) W O O -03- cc O O ui U- w C O W v v Q L V Q V N a as N Q C �i cn o `� = O H Q.oU > V v w v v w 00 O Q CL � Q Cc M J -0 O (1) Z U) r_ CONTROL CONSTRUCTION FINAL REPORT 107.6.2 ON THIS 8th DAY OF October 2014 BEFORE ME, NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Kanayo Lala WHO BE ING DULY SWORN, DEPOSES AND SAYS THAT HE HAS S UPER VISED THE CONSTRUCTION OF E1 & E2- 76 & 78 Compass Point North Andover, MA (Street Address) (Citylrown) UNDER PERMIT # 381-14 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OF NORTH ANDOVER AND THE COMMONWEALTH. FURTHER, THAT ALL RE QUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED, AND THAT THERE ARE NO VIOLATIONS OF LAW. I, AS THE AFFIDAVIT ENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT IHAVE ON JHIS DATE October 8th, 2014 INSPECTED THE PROPERTY LOCATED ATE 1 & E2- 76 & 78 Compass Point (Street Address) Comapss Poi t AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL, RULES AND REGULATIONS OF THE CODES OF THE COMMONWEALTH. KANAYO THEREFORE,I REQUEST CERTIFICATE OF OCCUPANCY FOR THE ABQ� DRESS. ` � � � ;�..A y ORIGINAL SIGNATURE & SEAL DA `'a9�GJSrE�U SUBSCRIBED AND SWORN TO BEFORE ME THIS 8th DAY OF October 20141 �/J NOTAR UBLIC(J P.SHERIDAN) MY COMMISSION EXPIRES: eek JANE P. SHERIDAN Notary Public Commonwealth of Massachusetts My Commission Expires October 2, 2020 c3' c r..34 3$ c36 CERTIFIED PLOT PLAN to ann U= mmm MEMW LMM NO CASCKNM MaVN NM RA= co IW IOPWV= FOR THM a VIMATIZMY no PFM M ICT To N usm STR4CTuRm 132 FGR Tmm CERTUTWON M tsas- PR6fN=31 THAT THC DFMMT�1 THE GW= M TM FWL �.nn IE � I 3r�:v' If PF�JExT. TMUNWIM AS OWN 1=3 anREGAMM SimCnm Ta PRwom We worMum cm mmwm MAC= am m FES. Mm AFFCUARY � m msr Jay new W%acmw. maraskax, Am is F16STm mm vm 7m Sb434M KO I= ACCMYMV FURNWW sV AitRAi � � cart w %"-63 FOUNDATICK.SAS-BUILT-BUILDING To MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PROJECT !M NA€dD13 SCALED 1--W DRAV N BYo PCG DATEo 12/4/13 CHECKED BYs SC swe 1 REVISED Us 1 �° y, v -n C) = , ° °0. , Z, -a o `t o 0 ��O H `G O �. rm� 7 (` m 1 -u ID H � CD v A O 0 a �m no =r 3 c cc CLd 7 tp "' CD c N O 3� m � a 0 q n m 0 a O Z oco C) �* �vz T) ho CL T m O aCD D� (n Nmz ?0 z rn 0 X D a 0 tD N o1 co A V7 r 0 m 0. o �o 0 0 z; O 0, �0 a 0 0 C� 0 w w m� �] M •GCT (� V m 3 n O O p, 3 w 3.3 CD 0 � Ep c c CL 7 M m CD c O1 O 3� CD 7 :3d o � y U N A . cr O CD CS d � 0 7 y LIFI � 0 ::4 ? CD Cm CD �N COr \,I N DO Z LI) CL 0 oc0 Q 'n <D Ob r G z n (Colo M 0 -n O m0 o -n ro D ;a W m�Z 0) 0 Q M N Enter construction cost for fee cal - North Andover Fee Cakulaf/on Construction Cost $ 2719875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 76 Compass Point 693-14 on 4/9/2014 3 Bedroom Duplex - 1 Car Garage v C � � n � O n Z N CD O C F)' o CL =- y > to �0�, vCD oQ cr CDD 0 CD _. v y' CD = Cl)' cm C I � v Z CD 00 710 CD Sq in- o= - o x O -<CD N O CD 0 z o _?=-0 Cl) -•, O N ""O O T CDF"ID CD -0 O to @� �03R r O �• O C -1 n 0 _I cam• N � � ^' o C.) 0O 0 0 �CD CD CLco -i c co CD o v, -"-0 c c CO) a -,, .•r ''�. • ,�.. C 0 =- = = f = : CD cn CL 0 O O O• �. ••� N ; 0. O. < CD y O N O OCL O CD N LoiW -0O O � tA� r IrFo CD c '• 5 0 Ln co T Z7 T (n Z7 T m 'n C CD 7p T y O (n T CD 3 n cn o � (D o DCD IP s o D -0 (D o p O 5_ a1 O c CL 40 c a Ln Ln co T Z7 T (n Z7 T m 'n (� 7p T (n T 3 c o � (D o �' o s o o (D o p (D {U c 9 c a c c _0 o 77N 00 04 DC OQ :3�*. Q (D rr (�D s :3 S Q n o 0 Q• < � � (D 5 W 0 m C C 70 G) OW c N '° 2 n z N o -n+ V m y O m m z0 0 2 $�►��bsttcti;°\bop ,i S5 .� M A arcs oa tv tr cC CpOS vEN►EN� pBp` O pFt0 358 \- NOM�ic2wp° 1� �V1A gj 1 � Keg\5 >� `~ P O t 4M its" rt' oatr�creta i, 13p�P ON MP S. f .. Massachusetts -Department of Public Safety Board of Building Regulations and Standards � Construction Supervisor i� License:. CS -059359 TIMOTHY M BA*,OW P.O. BOX # 12 : rS South Grafton MA 01$60 i Expiration Commissioner 01/24/2016 ; w (MMIYYYY)14 A� H CERTIFICATE OF LIABILITY INSURANCE DATE4/ 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(ies) 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 Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE FAX 508 987-7122 N : (508) 987-7152 E-MAIL ADDRESS: cindv@coonaninsurance.com INSURE S AFFORDING COVERAGE NAIC# INSURER A: Travelers INSURED INSURER B TJK, Inc. PO Box 12 South Grafton, MA 01560 INSURERC: INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: RFVL4ION NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTEp 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. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR VWWVD POLICY NUMBER POLICY EFF MIDDN POLICY EXP MN/DDIYYYY LIMITS A GENERALLIABILITY 680-335M1703-13 11/3/13 11/3/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABIUTY CLAIMS -MADE � OD✓UR DAMAGE TO RENTED $ 300 000 MED EXP (Ary one person) $ 5,000 PERSONAL & ADVI NJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LA GGREGATELIMITAPPLIESPER PRODUCTS - CDMP/OPAGG $ 2,000,000 X POLICY PRO- JECT LOC $ AUTOMOBILE LIABIUTY COMBINED ISINGLELIMIT $ BODILY INJURY (Per person) $ ANYAUTO ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS _ AUTOS PROPERTY DAMAGE $ eraccdent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS -MADE AGGREGATE DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICE MEMBER EXCLUDED? 7 N I A IE -UB -9914N01-3-14 1/26/14 1/26/15 X WCSTATU- I JOTH- I TORY I IM ITR I ER E.L.EACHACODEM' $ 100 ,000 E.L. DISEASE -EA EMPLOYEE $ 100,000 (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS b.I. I E.L. DISEASE -POLICY LIMIT $ 500,000 A Contractors Equipmen!]:::t-6:60-2D283058 5/8/13 -9/8/14 scheduled 100,000 equipment DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Addrtonal Remarks Schedule, it more space is requ red) ULK I IHUA I I- HOL01-1? CAIUCCI 1 ATIA61 © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tbbuilding@aol.com SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZEDREPMSENTATNE North Andover, MA 01845 Cindy Davis © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E -Mail: tbbuilding@aol.com c3'a 00' jaw dkw w / PEED BwG n r N a ' CERTIFIED PLOT PLAN W anim um Mom ammvw anis am emom VON mm M= ml TFc offfavm Rti1�6D Kim FOR nm PitO,ki:T: ne PMKMTM AS m= WT 13F r Sty TKM PLp! L4 WT M W U= M CCT R Qty.OTHO NIMLARY STRUCTURM np FM L4403copm Uffm PRavnm TkAT n c D#=MTM Mw Wog mix ACDA%TMY fumm ty re OMIE3!m "a rm CA Ti00R C m%Wm P'8 s 1; All 4 f 0011 01woor C38 aACRtAP"A M a Mm Ar MIMSAY. Ims rmt a Wr to IM -6, C39 r FOUND TIONS AS -BUIL ! .BUILDING TO MERRIMAC CONDOMINIUMS L ROUTE 114, NORTH ANDOVER, MASS, PROJECT NO� NAND13 SCALE, 1,—, DRAVN BYv PCG DATES 12/4/13 CHECKED BYl SC SHT, 1 QFi 1 REVISED Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA 8303 LB -FT MOMENT2= DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam Al 34.36 IN"3 Deflection = 0.466 IN = U SupportingAttic Floor 0.000 IN = U Fcp'= 527 PSI Fv'= 128 PSI LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 SNOW LOAD PSF 0.00 PLF Cq= 1 LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 TOTAL LOAD 461 PLF 1= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB -FT MOMENT2= 0 LB -FT S= 34.36 IN"3 Deflection = 0.466 IN = U Deflection2 = 0.000 IN = U Fcp'= 527 PSI Fv'= 128 PSI CF= 1.00 Cs= Cd= 1 Cm=1 49.91 =S provided OK 230.84 = 1 309 For Total Load Required U240 463 For Live Load Required U360 OK 1.50 In Bearing Length OK X"yo H. LILA No. 397140 Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam A2 Supporting.Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd= 1 TOTAL LOAD 461 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 34.36 IN^3 230.84 = I Deflection = 0.466 IN = U 309 For Total Load Required U240 Deflection2 = 0.000 IN = U 463 For Live Load Required U360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK OF 4iANAYO H. LALA Na. 33710-C '� RfC1STiA�i``� Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 15.00 PSF SNOW LOAD PSF LIVE LOAD 30.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.25 LF JOIST/GIRDER SPAN 18.25 LF WIDTH- IN 3.50 PSL/LVL 14 ROOF PITCH - N:12 = Attic Beam A3 Supporting Attic Floor 153.75 PLF Ce= 1 0.00 PLF Cq= 1 307.50 PLF qs= 29.10 461 PLF 1= 1 29.10 PSF FT 4209 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI CF= 0.98 Cs= Cd=1 Cm=1 MOMENT= 19203 LB -FT MOMENT2= 0 LB -FT 114.33 =S provided OK S= 79.46 IN^3 760.25 = I Deflection = 0.757 IN = U 289 For Total Load Required U240 Deflection2 = 0.000 IN = U 434 For Live Load Required U360 Fcp'= 401 PSI OK 3.00 In Bearing Length Fv'= 129 PSI OK Of ~0 H. UUA 39710C F "10 Al Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T1 Supporting Floor & Wall LOADS: DEAD LOAD 39.00 PSF 390.00 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 50.00 PSF 500.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 890 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3004 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 4.50 SPF#2-10 9.25 IN = d Fv= 70 PSI ROOF PITCH - N:12 = Fc= 975 PSI Fcp= 335 PSI. MOMENT= 5069 LB -FT MOMENT2= 0 LB -FT 64.17 =S provided OK S= 64.03 IN^3 296.79 = I Deflection = 0.100 IN =U 810 For Total Load Required U240 Deflection2 = 0.000 IN = U 1441 For Live Load Required U360 Fcp'= 223 PSI OK 3.00 In Bearing Length Fv'= 108 PSI OK USE TRIPLE OF THE FLOOR JOISTS TYPE. wiruro t t3o.33)14C N<� Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /RAFTERS Third Floor Beam T2 Supporting Floor & Wall LOADS: DEAD LOAD 18.78 PSF 187.80 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 33.00 PSF 330.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 518 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4725 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 2900 PSI WIDTH- IN 5.25 PSULVL 11.875 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 21557 LB -FT MOMENT2= 0 LB -FT 123:39 =S provided OK S= 89.20 INA3 732.62 = I Deflection = 0.882 IN =U 248 For Total Load Required U240 Deflection2 = 0.000 IN =U 390 For Live Load Required L/360 Fcp'= 600 PSI OK 1.50 In Bearing Length Fv'= 114 PSI OK LNA OF NANAYQ !i. LALA No. 33710-C FS'10 AL Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T2-STEEL(Alternative With 2x10 Joists) Supportinq Floor & Wall LOADS: DEAD LOAD 23.78 PSF 237.80 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 33.00 PSF 330.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 568 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 5181 LB =TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 24000 PSI WIDTH- IN 4.00 36KSI W10X15 10 IN = d Fv= 16200 PSI ROOF PITCH - N:12 = Fc= 24000 PSI Fcp= 405 PSI MOMENT= 23639 LB -FT MOMENT2= 0 LB -FT 13.80 =S provided OK S= 11.82 IN^3 53.90 = I Deflection = 0.907 1N = U 242 For Total Load Required U240 Deflection2 = 0.000 IN = U 416 For Live Load Required 0360 Fcp'= 324 PSI OK 4.00 In Bearing Length Fv'= 3,109 PSI OK W10X15, DEPTH=10" AND FLANGE WIDTH=4".or WAN Avo H. LALA .q, No. 33710-C IST F�iO AL / Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T3 Suauortinci Floor & Wall LOADS: DEAD LOAD 25.54 PSF 261.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 672 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4031 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 12092 LB -FT MOMENT2= 0 LB -FT 74.87 =S provided OK S= 50.03 IN^3 346.26 =1 Deflection = 0.453 IN = U 318 For Total Load Required U240 Deflection2 = 0.000 IN = U 521 For Live Load Required U360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4" FOR BEAM T4. 1h OF IU- P� Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S1 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 564 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3383 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10148 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 41.99 IN^3 230.84 = I Deflection = 0.570 IN = U 253 For Total Load Required U240 Deflection2 = 0.000 IN = U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK KANAYC H. LALA No. 337140 Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor Beam S2 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 112.50 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 300.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 413 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 1392 LB =TOTAL REACTION TRIBUTARY WIDTH 7.50 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 3.00 SPF#2-10 9.25 IN = d Fv= 70 PSI ROOF PITCH - N:12 = Fc= 975 PSI Fcp= 335 PSI MOMENT= 2349 LB -FT MOMENT2= 0 LB -FT 42.78 =S provided OK S= 29.68 IN^3 197.86 = I Deflection = 0.070 IN = U 1165 For Total Load Required U240 Deflection2 = 0.000 IN = U 1601 For Live Load Required U360 Fcp'= 155 PSI OK 3.00 In Bearing Length Fv'= 75 PSI OK USE 3-2X10. � ALSO USE 3-2X10 FOR BEAM S3 & S4. N��w+C�. Xj Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 1st Floor Beam F1 Supporting Floor. LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 564 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3383 LB =TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10148 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 41.99 IN^3 230.84 =I Deflection = 0.570 IN = U 253 For Total Load Required U240 Deflection2 = 0.000 IN = U 348 For Live Load Required L/360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK KANAYO LALA, P. E........ - 02/20/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 10OMPH WIND ZONE 76 & 78 COMPASS POINT, NORTH ANDOVER, MA BUILDING "E" UNIT E1/E2 24'X34' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 34 ft Building Width 24 ft Building Aspect Ratio= 1.42 Building Area 816 sf Shear End Wall= 11,016 230 PLF Building Mean Height 36 ft Shear Long Wall= 7,776 114 PLF Total Height 45 ft Dead Load of Building 57,120 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 971,040 LB -FT 4 FT SPACING FOR 1/2" A.BOLTS DL Moment Long Wall 685,440 LB -FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -772752 NO UPLIFT Wind Moment Long Wall 139,968 Long W M -545472 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE SHEAR WALL CAPACITY BY TABLE 2306 2 1111 '/" OSB / CDX PLY WITH 8D NAILS AT 6" ON EDGES AND 6" ON FIELD - 270PLF< 230 PLF REQUIRED FOR THREE STORY HEIGHT- OK SHEAR WALL REQUIREMENT BY TABLE R602.10.1.21) %" OSB WITH -6D NAILS AT 6" ON EDGES AND 12" ON FIELD PER TABLE R602.3(3) 13 FT CONTINUOUS SHEATHING AVAILABLE ALONG LONG WALL = 19 FT THE MOMENT SHEAR AT THE OPENINGS IS RESISTED BY THE METAL CONNECTION PLATES AS DETAILED ON THE PLANS. FOR A TYPICAL 6' WIDE OPENING IN END WALL AT 230 PLF SHEAR: AT THE OPENING CORNER 689 LBS. A SIMPSON PC66 POST CAP - LATERAL CAPACITY 1285LBS - OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. tN � LALA No. 33710-C ISiE=E tt� F 0 Beam: M1 Shape: HSS4x2.5x2 Material: A500 Gr.46 Length: 4.5 ft I Joint: N2 J Joint: N5 LC 3: ALL Code Check: 0.193 (bending) Report Based On 97 Sections T Dy in -.038 at 4.5 ft 884 at 0 ft Vy k -.931 at 3 ft .68at3ft Dz Vz k-ftA�t� My Mz -.094 at 1.453 ft fa ksi -1.966 at 0 ft 5.285 at 3 ft in k k -ft ft ksi fc ksi -5.285 at 3 ft A/SC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.193 Max Shear Check 0.066 (y) Location 3 ft Location 3 ft Equation H1 -1b Max Defl Ratio L/1436 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Fy 46 ksi y -y z -Z Pnc/om 32.445 k Lb 4.5 ft 4.5 ft Pnt/om 39.114 k KL/r 52.716 36.607 Mny/om 2.938 k -ft Mnz/om 4.315 k -ft Vny/om 14.003 k L Comp Flange 4.5 ft Vnz/om 8.251 k Warp Length NC Tn/om 2.95 k -ft L -torque 4.5 ft Cb 2.498 Tau b 1 — Company KANAYO LALA - PE Feb 22, 2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Hot Rolled Steel Properties Label F fkSil C, rkSil Nu Therm r\1F nonciturk/ft Vialrirkcil Rv Gnrl,cil R+ 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 1 .65 .49 50 1.5 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.5 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.5 58 1.2 5 A500 Gr.46 29000 1 11154 .3 .65 .49 46 1.5 58 1 1.2 Hot Rolled Steel Section Sets Joint Coordinates and Temperatures Label X rftl Y rft1 7 rftl Tamn rm na+., k r nim., 1 N1 0 0 -.. 0 0 , 2 N2 0 3 0 0 N1 3 N3 0 1 0 0 3 4 N4 3 3 0 0 Tube 5 N5 4.5 3 0 0 Member Primary Data Label I Joint J Joint K .Inint RntatP(dP.n) Section/Shama Tune nacinn I ic+ Mo+ari�1 nasi , Q ion 1 M1 N2 N5 TU4X2.5 Beam Tube A500 Gr.461 Tvoical 2 M2 N2 N1 90 TU2X2.5 Beam Tube A500 Gr.46 Typical 3 IVI3 N3 N4 TU2X2.5 Beam Tube A500 Gr.46 _Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ftF Start Location[ft,%l End Location ft 1 Mi I Y -.015 -.015 0 1 0 Member Distributed Loads (BLC 2: SL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location[ft,%l End Location ft IX 1 Mi Y -.039 -.039 0 0 Member Distributed Loads (BLC 3: LL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/_ft,] Start Locationrft,%l End Location ft 1 M1 L Y 1 -06 -06 1 0 1 0 Load Combinations Descriotion Solve PDelta SRSS RI C Factnr RI C Factnr RI C Factnr RI r Far+nr RI r Far•+nr RI r Gam+„r RI r Gam..+r,r cI r c.,..+„, Joint Boundary Conditions RISA -31D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1 l ` Company KANAYO LALA - PE Feb 22, 2013 Designer KL 4:47 PM . Jc b Number 13000 BALCONY BRACKET Checked By: Joint Reactions I(, In ni I .,L.J v 1 3 - ----' --'--- N1 1.866 1.117 �- .� Ivli♦ I�-IL IVI I f\ -Il IVIL I n -Il NC NC NC -1.035 2 3 N2 -1.866 1.626 NC NC NC 1.58 3 3 Totals: 0 2.743 0 4 3 COG ft : X: 2.239 Y: 2.99 Z: 0 Member Section Deflections I r` KA -k-, I -,Lel c., r:.,, 1 3 - --- -- M1 1 0 --a-J 0 - 0 - -.vwacL_ul 0 I'llv INauV NC 1III !=L! -Rally NC 2 2 0 -.013 0 04307.694 0 NC 3 3 .002 -.037 0 0 1453.313 NC 4 4 .002 -.072 0 0 746.573 NC 5 5 .002 -.119 0 0 455.185 NC 6 3 M2 1 0 0 0 0 NC NC 7 2 0 0 -.012 0 NC 2926.831 8 30 0 -.03 0 NC 1210.697 9 44- 0 0 -.024 0 NC 1490.248 10 5 0 0 0 0 NC NC 11 3 M3 1 -.026 .017 0 0 NC NC 12 2 -.027 .018 0 0 NC NC 13 3 -.029 .004 0 0 3357.691 NC 14 ! 4 -.03 -.021 0 0 1154.285 NC 15 5 -.031 ! -.05 0 0 646.365 NC Member Section Forces I r hfi.-k r I �Lol (2-- -.-U-11111 1 3 Mi 1 -2.356 1.059 0 0 0 ! 1.141 2 2 -2.356 .379 0 0 0 .332 3 3 -2.356 -.302 0 0 0 .289 4 4 0 .68 0 0 0 .383 5 5 0 0 0 0 0 0 6! 3 M2 1 -.561 0 .489 7 0 -.439 0 7 ! 2 -.559 0 .489 0 -.072 0 8 3 -.556 0 .489 0 .295 0 9 1 4 1.115 0 1 -1.87 0 .367 0 10 5 1 1.117 0 -1.87 0 -1.035 0 11 3 M3 1 2.886 .088 0 0 0 .296 12 2 2.884 .086 0 0 0 .217 13 3 2.882 .084 0 0 0 .141 14 4 2.881 .081 0 0 0 .067 15 5 2.879 .079 0 0 0 -.005 Member AISC 14th(360-10): ASD Steel Code Checks (Bv Combination) I r` 1111om Le CL.. I Ir nn.. 1 ...JN, OL.... I - 1 __r41 1 3 - _. M 1 ---_I_- HS 4x2.5x2 .295 0 .076 0 .�. �. . �.vv�.� �� 32.445 . .��v.ii �, 39.114 �r��� IVIi I...IVIIiLLl 2.938 VIII... 4.315 V4 L 11 12.317 H1 --1b 2 1 3 1 M2 HSS2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 1 -H1-1b 3 13 1 M3 HSS2.5x2x2 .227 0 .011 0 x 21.465 26.333 1.593 1.857 11.716 H1 -1b `VIW KL MA cn=KL MA, o=KANAYO LALA, ou, Nn amoa SIOIsr�.E��� email=KANAYOLALA@GMAIL.COM, c=US 2013.02.22 16:54:42 -05'00' RISA -31D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2 a = REScheck Software Version 4.4.4 Compliance Certificate Project Title: 130625—Trust—Merrimack Energy Code: 20091ECC Location: North Andover, Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,144 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6322 Climate Zone: 5 Permit -Date: 5 Construction Site: Owner/Agent: Designer/Contractor: Unit C2 Turnpike Rd North Andover, MA 'Cul. ►�iRtct3 '.;x:�T� Lf�ti�� `_t�Si/ — __ _ _ _. -�—� � _ _ _.. _ _ _ _ _ . _ _ �_ -W—� _� � _ Compliance: 3.1% Better Than Code Maximum UA: 326 Your UA: 316 The % Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT prwMe an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Floor SLAB: Slab-On-Grade:Unheated 21 10.0 16 Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o.c. 168 19.0 0.0 5 Door SLIDER: Solid 40 0.290 12 Door 15 LITE BACK: Glass 40 0.300 12 SHGC: 0.00 Wall SEPARATION 2X6: Wood Frame, 16" o.c. 648 19.0 0.0 39 Wall 2X4 GARAGE: Wood Frame, 16" o.c. 280 15.0 0.0 20 Door METAL FIRE: Solid 20 0.150 3 Floor ABOVE GARAGE: All -Wood Joist(rruss:Over Unconditioned Space 560 30.0 0.0 18 Wall 1ST FLOOR 2X6: Wood Frame, 16" D.C. 464 19.0 0.0 20 Window DH: Vinyl Frame:Double Pane with Low -E 27 0.290 8 SHGC: 0.00 Window BAY: Vinyl Frame:Double Pane with Low -E 28 0.270 8 SHGC: 0.00 Door SLIDER: Glass. 80 0.290 23 SHGC: 0.00 Wall 1ST FLOOR SEPARATION: Wood Frame, 16" o.c. 488 1910 0.0 29 Project Title: 130625 Trust -Merrimack-C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust Merrimack_C UnitC2.rck Page 1 of 8 IV Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 22 Window DH: Vinyl Frame:Double Pane with Low -E 95 0.290 28 SHGC: 0.00 Wall 2ND FLOOR SEPARATION: Wood Frame, 16" o.c. 488 19.0 0.0 29 Ceiling ABOVE 2ND FLOOR: Flat Ceiling or Scissor Truss 803 38.0 0.0 24 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has.been designed to meet the 2009 IECC requirements in REScheck Version.4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Project Notes: Unit C2 Signature Date Project Title: 130625_Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack_C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 2 of 8 =10 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 20091ECC Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies [PR1]i jdocumentation demonstrate energy []Does Not Comply I code compliance for the building []Not Observable envelope. []Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting andiii ❑Not Observable i mechanical systems. Systems serving []Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 , Heating and cooling equipment is Heating: I Heating: ❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr I Btu/hr ❑Does Not Comply u - loads per ACCA Manual J or other Cooling: Cooling: ❑Not Observable approved methods. Btu/hr Btu/hr []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 130625_Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack C\RESchecks\130625_Trust_Merrimack C_UnitC2.rck Page 3 of 8 20091ECC Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1 Slab edge insulation R -value. R- R- []Complies See the FnvPlnna Assamhlies table for [FO1]l ❑ Unheated ❑ Unheated ❑Does Not Comply I values. 9) ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturer's instructions. ❑Does Not Comply [FO2]1 ❑Not Observable []Not Applicable 1 402.1.1 Slab edge insulation depth/length. ft ft ❑CompliesSee the Fnval nnw AssPmhlias table for [FO3]1 ❑Does Not Comply values. l ❑Not Observable []Not Applicable 303.2.1 A protective covering is installed to ❑Complies [FO 11]2 protect exposed exterior insulation []Does Not Comply �,. and extends a minimum of 6 in. below ❑Not Observable - grade. ❑Not Applicable 403.8 Snow- and ice -melting system ❑Complies [FO12]2 controls installed. ❑Does Not Comply IV. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 1 3 Low Impact (Tier 3) Project Title: 130625 Trust_Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Men-imack_C\RESchecks\130625_Trust Merrimack C_UnitC2.rck Page 4 of 8 2009 IECC Framing / Rough -In Inspection Plans VerifiedT Value Field Verified Value Complies? Comments/Assumptions 402.1.1, Door U -factor. U- i U- ❑Complies I See the FnvP/nna A.ccPmbfiPc table for 402 .3.4 i ❑Does Not Comply values- [FR ❑N t Appli ab ele ; 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies See the Fnvetnne assemblies table for 402.3.1, average). []Does Not Comply values. 402.3.3, ❑Not Observable 402.5 [FR2]1 Not Appliable "l1 303.1.3 U -factors of fenestration products are ❑Complies [FR4]1 determined in accordance with the ❑Does Not Comply �NFRC test procedure or taken from ❑Not Observable iI default table. ❑Not Applicable I 402.3.5 ISunrooms enclosing conditioned i U- I U- []Complies[FR8]1 space have a maximum fenestration []Does Not Comply ,,w„ U -factor of 0.50 in Climate Zones 4-8. ❑Not Observable - New glazing separating the sunroom ❑Not Applicable from conditioned space must meet ;code requirements. 402.3.5 Sunrooms enclosing conditioned U- U- [Complies [FR9]1 space have a maximum skylight U- []Does Not Comply factor of 0.75 in Climate Zones 4-8. 1 []Not Observable []Not Applicable 402.4.4 I Fenestration that is not site built is ❑Complies [FR20]1 listed and labeled as meeting []Does Not Comply { �1 AAMANVDMA/CSA 101/I.S.2/A440 or []NotObservable has infiltration rates per NFRC 400 that do not exceed code limits. ❑Not Applicable 402.4.5 IC -rated recessed lighting fixtures []Complies I [FR16]2 sealed at housing/interior finish and ❑Does Not Comply labeled to indicate 2.0 cfm leakage at Not Observable []Not - Pa. []Not Applicable ' 403.2.1 !Supply ducts in attics are insulated to R- R- ❑Complies [FR12]1 R-8. All other ducts in unconditioned R- R- ❑Does Not Comply 4, spaces or outside the building ❑Not Observable -� envelope are insulated to R-6. []Not Applicable 403.2.2 IAII joints and seams of air ducts, air ❑Complies [FR13]1 handlers, filter boxes, and building []Does Not Comply cavities used as return ducts are []Notsealed. Not Observable 1 []Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. []Does Not Comply •, ❑Not Observable []Not Applicable 403.3 HVAC piping conveying fluids above R- R- []Complies [FR17]2 105 IF or chilled fluids below 55 IF []Does Not Comply are insulated to R-3. []Not Observable ❑Not Applicable 403.4 Circulating service hot water pipes are R- R- []Complies [FR18]2 insulated to R-2. ❑Does Not Comply u• ❑Not Observable ` []Not Applicable 3 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air intakes and ❑Does Not Comply exhausts. []Not Observable []Not Applicable Additional Comments(Assumptions: 1 I High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack C\RESchecks\130625_Trust_Merrimack C_UnitC2.rck Page 5 of 8 20091ECC Insulation Inspection plans Verified Value I Field Verified Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled or the []Complies [IN13]2 installed R -values provided. ❑Does Not Comply, w� ❑Not Observable ' ❑Not Applicable ; 402.1.1, 402.2.5, 1 Floor insulation R -value. I R- R- ❑Complies ❑Does Not See the Envelnrn: Assemblies table for values. ❑ Wood ❑ Wood Comply 6 [ I ❑ Steel E] Steel ❑Not Observable IN1]i 1 E ❑Not Applicable 3 ! 303.2, 'Floor insulation installed per ❑Complies 402.2.6 ' manufacturer's instructions, and in ❑Does Not Comply [IN2]1 (substantial contact with the underside ❑Not Observable of the subfloor. ❑Not Applicable (f 402.1.1,Wall 402.1.1,j Wallinsulation R -value. If this is a I R- R- ❑Complies See the Envelopss Assemblies table for 402.2.4, wall with at least % of the wall i ❑ Wood E] Wood ❑Does Not Comply values. 402.2.5 Rnnsulation on the wall exterior, the ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior insulation requirement 1 E] Steel Steel ❑ Not Applicable - applies. I 4 303.2 Wall insulation is installed per ❑Complies [I N4]1 manufacturer's instructions. []Does Not Comply rw+j ❑Not Observable I ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies I [INS]! minimum R -value of R-13. New walls ❑Does Not Comply i., separating the sunroom from []Not Observable j - conditioned space must meet code Applicable requirements. 303.2 (Sunroom wall insulation installed per ❑Complies [IN9]1 manufacturer's Instructions. ❑Does Not Comply u' I []Not Observable I ❑Not Applicable , 402.2.11 JSunroom ceiling minimum insulation I R- R- []Complies [IN10]' R -value of R-19 in Climate Zones 1-4, ! ❑Does Not Comply f� _ and R-24 in Climate Zones 5-8. ❑Not Observable []Not Applicable 303.2 !Sunroom ceiling insulation is installed ❑Complies [IN11]i per manufacturer's instructions. ❑Does Not Comply ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 130625_ Trust —Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack_C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 6 of 8 2009 IECC Final Inspection Provisions Plans VerifiedT Value Field Verified Value Complies Comments/Assumptions 402.1.1, Ceiling insulation R -value. Where > R- R- R- ❑Complies see the Fnvel one a.ccemhtrec table for 402.2.11 30 is required, R-30 can be used if❑ Wood ❑ Wood ❑Does Not Comply, values. 402.2.2 insulation is not compressed at eaves. ❑ Steel ❑ Steel ❑Not Observable [FI1]' R-30 may be used for 500 ft2 or 20% []Not Applicable ul (whichever is less) where sufficient Ispace is not available. 303.1.1.1, Ceiling insulation installed per []Complies I 303.2 manufacturer's instructions. Blown []Does Not Comply [FI2]1 insulation marked every 300 W. ❑Not Observable v& � []Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ❑Complies [F[3]1 R -value of the adjacent assembly. I I ❑Does Not Comply 4y I ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness verified I ACH 50 = ACH 50 =❑Complies 402.4.2.1 by blower door test result of <7 ACH ❑Does Not Comply [FI17]' at 50 Pa. This requirement may i❑Not Observable 01 instead be met via visual inspection, ❑Not Applicable. may in which case verification need to occur during Insulation Inspection. 402.4.3 ' Wood-buming fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor []Does Not Comply combustion air. ❑Not Observable []Not Applicable. 403.2.2 { Post construction duct tightness testcfm cfm ❑Complies [FI4]' 1 result of 8 cfm to outdoors, or 12 cfm ❑Does Not Comply across systems. Or, rough -in test ! []Not Observable I result of 6 cfm across systems or 4 i ❑Not Applicable cfm without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [Fl 9]2 on forced air furnaces. []Does Not Comply ❑Not Observable ❑Not Applicable I 40a. 1.2 Heat pump thermostat installed on 'heat []Complies [FI10]2 pumps. []Does Not Comply; u ❑Not Observable []Not Applicable 403.4 Circulating service hot water systems []Complies [FI11]z 'have automatic or accessible manual ❑Does Not Comply controls. ❑Not Observable ❑Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [F112]3 for swimming pools. ❑Does Not Comply y, ❑Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies 1 [F119]3 pumps are present. []Does Not Comply ll J ❑Not Observable []Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies S [F[20]3 Covers on pools heated over 90 °F ❑Does Not Comply are insulated to R-12. []Not Observable I ❑Not Applicable 404:1 50% of lamps in permanent fixtures ❑Complies [Fl6]' are high efficacy lamps. []Does Not Comply +3 []Not Observable []Not Applicable 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 130625_Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 7 of 8 2009 IECC Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies [FI7]2 1 ❑Does Not Comply . i ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [FII S]3 i ; and water heating equipment have []Does Not Comply been provided. ❑Not Observable 1 ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 130625 Trust_Merrimack_C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625 Trust_Merrimack_C_UnitC2.rck Page 8 of 8 4Moog Ecc 'norg 1 1. Effi ency c(Brofocate Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: p 1 Name: Date: Comments: