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HomeMy WebLinkAboutBuilding Permit #791-13 - 90 COMPASS POINT ROAD 5/20/2013TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: / ( I ` Date Received Date Issued: TO IMPORTANT: Applicant must complete all items on this page LOCATION N1 -� 6 lk3,,, Print PROPERTY OWNER I --t-C Print 100 Year Old Structure yes no MAP NO: tOL- PARCEL: S ZONING DISTRICT: 4-- Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential 'S�New Building ❑ One family ❑ Addition 'Two or more family_ ElIndustrial 11 Alteration No. of units: L( ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain [� Wetlands ❑ Watershed District Water/Sewer DESCRIPTION O Z h our - Ire- Identification eIdentification PAef OWNER: Name: 1-t `-CVc4 V9- Address: QAddress: S \ .SOIL C • ."I BE PhK1-UKmtU: or Print R CONTRACTOR Name: -T�s Vc.%Cy, Phone: 50�c2, '3Z4 41337 Address: (fit Supervisor's Construction License: Exp. Date: l 2-q t- y -- Home Improvement License: Date: I Z� t C ARCHITECT/ENGINEER &OW -J -Q LZ4=Z-,- Phone: Address: l�� au�C �j�� V-{ of) Mme- _Reg. No. -2;3 �C- FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $� FEE: $ Check No.: p 33 Receipt t No.: NOTE: Persons contracting with unre ' tered contractors do not have access to the guaranty fund Signature of Agent/Owner t Signature of contractor Plans Submitted 11 Plans Waived ❑ Certified Plot Plan )9 Stamped Plans K Location (Jt GI 1 No. Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ 3J3 Foundation Permit Fee $ Other Permit Fee $ TOTAL $_3 -' Check #-1('010 26420 Building Inspector 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 CONSERVATION Reviewed on Si\� , ltiA-vll'*-� nature COMMENTS HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes - Planning Board Decision: Conservation Decision: Water & Sewer Connecti DPW Tow, ]Engineer: Signature: FIRE -DEPARTMENT - Temp Dur Located at 124 Main Street Fire Departmerit signature/date COMMENTS Comments Com -5-13-13 Driveway P wca�Cu �o�r on site yes no od Street -) ( --1�3 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 MGL Chapter 166 Section 21A —F and G min.$100-$1000 fine NOTES and DATA — (For de ® Notified for pickup - Date Doc.Building Permit Revised 2010 ent use No Building Department The fohowing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofirig, 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 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 app. al 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: Doc.Building permit Revised 2012 Enter construction cost for fee cal - North Andover Fee Calculation 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 90 Compass Point 791-13 on 5/20/2013 New 3 Bedroom Condo with Garage CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 791-13 on 5/20/2013 —Date: CERTIFIES THAT THE 2014 THIS THE BUILDING LOCATED ON 90 Compass Point MAY BE OCCUPIED AS a single Family C ODE AND SUCH OTHER PROVISIONS OF THE MASSACHUSETTS STATE BUILDING REGULATIONS AS MAY APPLY. Certificate Issued to: 114 Trust, LLC 51 Mount Joy Drive Tewksbury, MA 01786 (2 - Building Inspector Fee: Pre Paid Receipt: 26420 Check :7670 CA m m m m CA m v cn' C � 0 0 CD 0 Z y p O CL �• N > co -o �0�,. v D CD 0 c a CD CCD O CD Q O CD �• C � v y O 0 O r••F O CCD 0 CD < o ='a p su 2 CA = C O 70N CD C O CD 0 • o 0_ C c � � � 0 -� o v, TT 0 0 .-• C o m S -h=R =ras rt cn CD CD N W cp y O 2 0 Q. � N U3 to Q O Cl) (0)_ O 01 _ .•► C1 !� W -(D0 ' N. = 0 :rte^ s co (D 0, U) o a CD y :c = 00 < QQ� H CL 2. < ( �• o MCD QC} CD CD �N U) *#* 01 m o X31 OON, O (� O C cCO * •� I e� r CD 0SU au O CL V1 N W C 3 (D O (DCL � (D(D(� fD C O N. 0 N N O 2 C �. 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A REINSPECTION FEE OF TWENTY DOLLARS ($20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. APPLICANT SIGNATURE Permit Issued to: —r-sy. nc- -rim '-9c►f how ROUTING TOWN ENGINEER, SITE PLAN - DRIVE -WAY REVIEW CONSERVATION PLANNING DPW -WATER METER SEWER CONNECTION DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW File: Application for OC form revised Jan 2007/2011 /'Cq' // �y' SIGNATURE EXISTING k FOUNDATION BUILDING W %` \ i1 IJ l i , % l PROPOSED f so. %ol;!/ BUILDING C - J v . /� r ?$0' / J C9 iJ ^jj� CERTIFIED PLOT PLAN `"� " rn anall u= I:iTrr�..'Tn I=== a= rm TKIS Pm=T, nc momAno AS WV4 V= r�T VIMAATE AM ZMG $. =04TS MWTa STT;lJCT= TO QTY ME W, P'mm THIS F+i:A:'"3 IS OT M M USM TO DCCT MM, an M &=.t.lN STS, o rm i e "' scAt�I. s u3rr& nos amTmrATl m is MN-TmVwmZ4=. A'",i; IS f amm KArr VITH na MMSUi THAT T)C VMMTMN SlaW4 HAS UM ACCU TELY FU== DY M GVKZR M TMS FVM L 1 �Ar-= C. CAR= FW FOU D TIO _AS— UILT_ UILDI G 'ff ' MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PROJECT NO, NAND13 SCALE, 1'=40' DRAWN BY, PCG DATE, 5/9/13 CHECKED BY, SC SHT, 1 OFr l REVIUSED, r" EXISTING k FOUNDATION BUILDING W %` \ i1 IJ l i , % l PROPOSED f so. %ol;!/ BUILDING C - J v . /� r ?$0' / J C9 iJ ^jj� CERTIFIED PLOT PLAN `"� " rn anall u= I:iTrr�..'Tn I=== a= rm TKIS Pm=T, nc momAno AS WV4 V= r�T VIMAATE AM ZMG $. =04TS MWTa STT;lJCT= TO QTY ME W, P'mm THIS F+i:A:'"3 IS OT M M USM TO DCCT MM, an M &=.t.lN STS, o rm i e "' scAt�I. s u3rr& nos amTmrATl m is MN-TmVwmZ4=. A'",i; IS f amm KArr VITH na MMSUi THAT T)C VMMTMN SlaW4 HAS UM ACCU TELY FU== DY M GVKZR M TMS FVM L 1 �Ar-= C. CAR= FW FOU D TIO _AS— UILT_ UILDI G 'ff ' MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PROJECT NO, NAND13 SCALE, 1'=40' DRAWN BY, PCG DATE, 5/9/13 CHECKED BY, SC SHT, 1 OFr l REVIUSED, tit? Washington Street SuRe 0,00 Westborough, MA 01581 t 508.858,9500 f 508.8M5975 Lvtiflw.csgrP' c;r:rt1 IECC 2009 & MA Stretch Energy Code Duct Tightness Verification (�iioFail Date: 1�,�rrrember lk , aq3 Permit No.: Street Address: 90 Co���� r ia_' Total conditioned floor area: a,1_7a Source of Area Calculation: nN.4rukrw- HERS Rater: r� 1 C6\cv5 Certification Number: b3(bB a'a Signature: Builder: &AAat,J Builder Contact: �iM 4a�r�a�J HVAC Contractor 2009 IECC - New Construction Post -construction test ❑ Total Leakage — 12 cfm/100 ft2 maximum allowed ❑ Leakage to outdoors — 8 cfm/100 ft2 maximum allowed Testing result: cfm/100 ft2 Rough -in test Total leakage Air Handler Installed? ®. Yes — 6 cfm/100 ft2 maximum allowed ❑ No -4 cfm/100 ft2 maximum allowed Testing result: 3,cfm/100 ft2 MA Stretch Energy Code — 401.3 Prescriptive Option for Residential Additions and 401.5 Prescriptive Option for Alterations, Renovations or Repairs Applies to all systems except those in which the air handler and all ducts are located within conditioned space ❑ Leakage to outdoors - 4 cfm/100 ft2 maximum allowed Testing result: Conservation Services Group © 2010 cfm/100 ft2 i CONTROL CONSTRUCTION FINAL REPORT 107.6.4 ON THIS 3RD DAY OF DEC 2013 BEFORE ME, ,A NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Kanayo Lala WHO BEING DULY SWORN, DEPOSES AND SAYS THAT HE HAS S UPERVISED THE CONSTRUCTION OF BUILDING "B" AT 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 Street Address (City/Town) UNDER PERMIT 4790-13, 791-13, 792-13, 793 -)AD THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OF ACTON 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 ARCHITECT HEREBY CERTIFY THAT IHAVE ON THIS DATE DEC 312013 NSPECTED THE PROPERTY LOCATED AT COMPASS POINT 88-94 (Street Address) AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULE REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCYFOR THE ABOVE ADDRESS. ORIGINAL SIGNATURE & SEAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 3RD DAY OF DEC NOTARY PUBLIC 2013 MY COMMISSION EXPIRES: JANE P. SHERIDAN Notary Public IV Commonwealth of Massachusetts My Commission Expires October 2, 2020 G 1 TOWN OF NORTH ANDOVER �I GAS INSPECTION *.- 0111H T DATE EST IN PECTO ME ITRE&M ST, N0. LOT NO. PERMIT NO. FIXTURES CO) m m m y m mm O O O- O d = r O ~ S. m N CD. C O CD 0 • IC) s ��C.� 3 N z0=r=-, N O in rt -n C '"` 0 0 .� Q O m ^� CCD oo nCD v0, p CO _ 0 m0 CL Su 2 O CL 0co .-. 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O m S "" =RC1 .�-f CA CD CD = C ccl n (o' a .� OO'Sn CD CD .� rt C C Q. �G O � 11 O O < co �1 co N• _S 0= N co -�= :c CD o C t Q w > n� <rL0.= yr Q. < CD �' O U) � G1 CD O � CD CL CD �a u) -a (ID U O �c c 0 O O CD C (n C '0 3 O N O h: =r -. vim.: CD •� rt �. O p1 O Q to to W `* C o (D : fD z O p T :�p j O v Dra �. ��+ j' m �i (n (DO < (D T Z7 j O v Dia `•' T n T j S O m �rnp O - In T (D O a Q N 0 n C O \I\ W C v (D (D 3 3 W D z v+ `'Z DZ r .. G1 C v O \N J O 4 0 J a U. O c o m r Y Y '6 O LL v ?O to a+ O. 0) Ln b W z Q z m - @u 'D C O LL OO O O C' Ol E t U (6 O LL O V a z z z a 00 7 O d' f0 O LL O W a EA Z Q w CO 7 O IY N U i O1O In f0 LL Q a z 0LLJ W 7 O d' !0 C LL t- W a a a U. C m O Z aj ate+ w0 N Ili Y O E N C� o cc _ � o R•r T� CL ar m - C O r:. S EQ L r0 C d G v C C = F Q h •�- «� r _ cc 0 7E Ip, r'r a M U) J IL •+ = d N O o mo > U) — CF) U) � �E� c s '�. o. rn „- v' I_ tm � 3 am c � H _ CL •� �4Qcc 0 i�� m . AM .N � Q i ti c6 •O = m Q 0 N F•• O v!v m 4) w .0 uml Li O� � N = O 1- .y •0 's O z u 'E �-a=� _O W a c •, U 4: O •a dam cc o L- C 0 r Q ti 2 Z m CD Z W w X LLJ F- W CL O a m Z O U 1.L F - Z 0 J a v v W L N c c 0 1— m m D W W 19 W U) KANAYO LAZA, P.E. BSCE, M.ASCE, M.NSPE, M.SEI, M.LE.(India), M.AMWS, M.ACI.M.ICC FOUR WEST ROAD ACTON, MA 01720 LIC.# 33710-C(MA), 9227Mi), 84611(M, 32768(VA), 7736( M htips:Hsites.google.com/site/kanayolalape/ October 24, 2013 Building Inspectional and Zoning Department 1600 Osgood Street North Andover, MA 01845 Attn: Mr. Gerald Brown Re: 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 I certify that I have inspected the work associated with the structural framing of the Building B and that the work is adequately built as per plans approved for the building permit and changes made in conformance with the provisions of the current Massachusetts State Building Code / IRC2009 and all other pertinent laws and the ordinances. Also this is to confirm that the roof with one foot soffit overhang does not have net uplift and the rafter toe nailed to wall plate as per the fasteners specified in the code is adequately supported for any uplift that may occur. .w of VAWAYQ H. LAL� w N% 33no-C �'�'ISTCa fro ALL Kanayo Lala PHONE (978) 337- LALA kanayolala&gmail.com U P L A N D CP EN SPACE E)WMG FOummnoN BUIDING W U P L A h D OPEN SPACE CERTIFIED PLOT PLAN toUrKm U= PROPOSED BWLDING °'iC' J -lee 00, forp- ;rtE-: ;ifflZus '::il• A/ =F. _� :a 6 n / •.'ikl ''7^ WA Re ��('{� f�4.���i�M/�Fi�iif M iw U=M , / = 41rm .w rit M $Wool no cif 1 Y' mnm M rm_ 14 �/ .iW Wnom v, a MowumMTons FOUNDATICK.AS—BUIL.T_BUILIDING 'B' �a C..Pw MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. PROJECT M11 RAND13 SCRLEi 1'=40' C , DRAWN BYj PCG DATE, 5/9/13 L CHECKED BYs SC SHT+ 1 REVIUSED, .� y°� OFA 1 CONTROL CONSTRUCTION FINAL REPORT 107.6.4 ON THIS 3RD DAY OF DEC 2013 BEFORE ME, ,A NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Kanayo Lala WHO BEING DULY SWORN, DEPOSES AND SAYS THAT HE HAS S UPER VISED THE CONSTRUCTION OF BUILDING "B" AT 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 Street Address) (City/Town) UNDER PERMIT #790-13, 791-13, 792-13, 793-,k*D THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OF ACTON 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 AFFIDAVITENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT IHAVE ON THIS DATE DEC 3, 2013 INSPECTED THE PROPERTY LOCATED AT COMPASS POINT 88-94 (Street Address) AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULE REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE, I REQUESTA CERTIFICATE OF OCCUPANCYFOR TEE ABOVE ADDRESS. ORIGINAL SIGNATURE & SEAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 3RD DAY OF DEC 2013 NOTARY PUBLIC MY COMMISSION EXPIRES:__ CtZ,��wL ,Z , z,2,0-'-0 -C\ JANE P. SNERIDAN Notary public Commonwealth of Massachusetts * My Commission Expires October 2, 2020 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Ten B1dg.B - 790-13, 791-13, 792-13, 793-13 TO: Building Commissioner- Permit Number13idg.C; 793 13 400 Osgood Street, N Andover, MA B1dg.E - 381-14 PROJECT NAME OR NUMBER: Merrimack Condominiums 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 STREET ADDRESS: 80, 82, 84, 86 Compass Point Units Cl, C2, C3 & C4 Compass Point, Units TOWN/CITY: North Andover, NIA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 23 through October 23, 2013 CONDITIONS: Cool Fall Day - 56F Buiding'B" framing is 95% complete. The roofing and siding are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORK IN PROGRESS :Building "C", framing is 25%. Building "E"foundation footing base is complete for the pour on 10-24-13. SITE VISITS: Inspected on October 23 for the foundation base of building "E". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: % 9.0% of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala OF 6 DATE: October 23, 2013 ew.aanac Este �t r-_ CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Ten B1dg.B - 790-13, 791-13, 792-13, 793-13 TO: Building Commissioner- Permit Number Bldg.0 793 13 400 Osgood Street, N Andover, MA B1dg.E - 381-14 PROJECT NAME OR NUMBER: Merrimack Condominiums 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 STREET ADDRESS: 80, 82, 84, 86 Compass Point Units Cl, C2, C3 & C4 Compass Point, Units TOWN/CITY: Nortb Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 23 through October 23, 2013 CONDITIONS: Cool Fall Day - 56F Buiding "B" framing is 95% complete. The roofing and siding are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORK IN PROGRESS Building "C", framing is 25%. Building "E"foundation footing base is complete for the pour on 10-24-13. SITE VISITS: Inspected on October 23 for the foundation base of building "E". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: % 9.0% of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS Kanao Lala �" °f fir." October 23 2013 ARCHITECT OF RECORD: Y DATE: H. LALA No. 33ROC CISTfa�t �I° Al CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Nine TO: Building Commissioner- Permit Number B1dg.A - 580-13, 582-13, 583-13 Bldg.B 790 791 792 793 13 400 Osgood Street, N Andover, MA ' Bldg.0 - 793-13 PROJECT NAME OR NUMBER: Merrimack Condominiums 100, 98 & 96 Compass Point, Units Al, A2 & A3 STREET ADDRESS: 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 Compass Point Units Cl, C2, TOWN/CITY: North Andover,MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: August 14 through August 22, 2013 CONDITIONS: Sunny Summer Day - 82F Buiding "A" framing is 100% complete. The insulation and GWB are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORKIN PROGRESS Building "B", framing is 75%. The rough -ins are in progress. Building "C"rebar for walls is complete for the pour on 8-23-13. SITE VISITS: Inspected on August 22 for the foundation rebar of building "C". RELATED ISSUES: ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: % 6.0% of the buildings REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala N,A of DATE: August 22, 2013 FANANO IALA M Na 33noc < Fssto u CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Seven TO: Building Commissioner- Permit Number 790-13,791-13,792-13 & 793-13 400 Osgood Street, N Andover, MA PROJECT NAME OR NUMBER: Merrimack Condominiums STREET ADDRESS: 100, 98 & 96 Compass Point, Units Al, A2 & A3 Compass Point, Mits B 1, B2, TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS ISSUES: DATES COVERED: April 27 through May 30, 2013 CONDITIONS: Summer Day - 80F COMMENTS: Buiding "A" framing is 100% complete. The rough -ins for utilities are complete, WORKIN PROGRESS: Insulation is in progress. Exterior siding is 90% & roofing is 95% complete. Framing at Building B has commenced. Building C is partially excavated. SITE VISITS: Visited on May 30 to review B framing. Exterior walls and roof within 20 feet distance from the building C has to be made I hour fire rated. the wall and roof sheathing may be sprayed with D -Blaze or equivalent RELATED ISSUES:spray to make exterior rated and interior rafters and walls to be covered with 5/8" Type X GWB ACTION REQUIRED: ADDITIONS TO FILED PLANS: STATUS OF COMPLETION: %. 4.1% of the buildinLys REPORTING ARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala DATE: May 31, 2013 A z X 2.8 Loads: LC 3, ALL Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE KL 12115 HIP ROOF PORCH BALCONY BRACKET 4'6" LONG@8' SPACING SK -1 Feb 22, 2013 at 12:10 PM METAL BRACKET MERRIMACK.r... 1.9 m KANAYo H. V LALA H No. 337160 b A�CISTfg��`� l<,_ . Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE KL 13000 KL MA cn=KL MA, o=KANAYO LALA, ou, email=KANAYOLALA@GMAT L. COM, c=US 2013.02.22 16:55:03 -05'00' BALCONY BRACKET BRACKET MEBER SIZES SK -2 Feb 22, 2013 at 4:51 PM METAL BRACKET MERRIMACK,. 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 A k -2.792 at 0 ft T Dy in -.038 at 4.5 ft .884 at 0 ft Vy k -.931 at 3 ft .68at3ft Dz Vz k -ft My Mz k -ft -.094 at 1.453 ft fa ksi -1.966 at 0 ft 5.285 at 3 ft fc ksi in k k -ft ft ksi v#.. -5.285 at 3 ft RISC 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 L Comp Flange 4.5 ft Vny/om 14.003 k Warp Length NC Vnz/om 8.251 k L -torque 4.5 ft Tn/om 2.95 k -ft Taub 1 Cb 2.498 — 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 G NO Nu Therm AIF Densitvrk/ft... Yieldfksil Rv Fufksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1 1.2 2 A572 Gr.50 29000 11154 .3 .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 11154 .3 .65 .49 46 1.5 58-7 1.2 Hot Rolled Steel Section Sets Joint Coordinates and Temperatures Label X rftl Y fftl Z rftl Temn rFl Detach From Dian 1 N1 0 0 0 0 2 N2 0 3 0 0 3 N3 0 1 0 0 4 N4 3 3 0 0 5 N5 4.5 3 0 0 Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha e TvDe Design List Material Desicin Rules 1 M1 N2 N5 TU4X2.5 Beam I Tube IA500 Gr.461 Typical 2 M2 N2 N1 90 TU2X2.5 Beam I Tube IA500Gr,461 Typical 3 M3 N3 N4 TU2X2.5 Beam I Tube IA500Gr.461 Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft 1 M1 Y 1 -.015 1 -.015 1 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 1 M1 Y 1 -.039 1 -.039 1 0 1 0 Member Distributed Loads (BLC 3: LL) Member Label Direction Start Ma nitude k/ft F End Ma nitude k/ft F Start Location ft % End Location ft 1 M1 I Y 1 -.06 1 -.06 1 0 1 0 Load Combinations Descrintion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor Joint Boundary Conditions RISA -31D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1 Company KANAYO LALA - PE Feb 22, 2013 Designer KL 4:47 PM Job Number 13000 BALCONY BRACKET Checked By: Joint Reactions I C Inin4 I n!, -I Y rt i v n.t nn Rw r, m nw n_ 41 1 3 N1 1.866 1.117 NC NC NC -1.035 2 3 N2 -1.866 1.626 NC NC NC 1.58 3 3 Totals: 0 2.743 0 0 4 3 COG (ft): X: 2.239 Y: 2.99 Z: 0 -.072 Member Section Deflections 1 r AAomhor I ohcl Scr E3-4;- r_t I i- n_a:_ 1 3 M1 1 0 0 0 0 NC NC 2 2 0 -.013 0 0 4307.694 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 Lo NC NC 7 2 0 0 -.012 0 NC 2926.831 8 3 0 0 -.03 0 NC 1210.697 9 4 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 rT Kfi-k r I ohnl ce.. twin uL7 ch...,.nn cL,....nn T_....._n. pt ee_ _ RA - 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 0 -.439 0 7 2 -.559 0 .489 0 -.072 0 8 3 -.556 0 .489 0 .295 0 9 4 1.115 0 -1.87 0 .367 0 10 5 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 A/SC 14th(360-10): ASD Steel Code Checks (Bv Combination) 1 r' hil-k r chn nem I it, 11An.. I ....rp1 cL...... I Ir, 1 ....rpt n:. n__/_.... nn nn I - nL r__ 1 3 Mi HSS4x2.5x2 .295 0 .076 0 v 32.445 39.114 2.938 4.315 2.317 H1 -Ib 2 3 M2 HSS2.5x2x2 .674 3 L295 2 z 22.858 26.333 1.593 1.857 1 H1 -1b 3 3 M3 HSS2.5x2x2 .227 0 1 .011 0 21.465 26.333 1.593 1.857 1.716 H1 -1b F KL MA a U"cn=KL MA, o=KANAYO LALA, ou, rta 3TIlOC „ �4t°��° email=KANAYOLALA@GMAIL.COM, c=US �ro 4i � 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 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS -059359 I -Ts l��A TIMOTHY MBRLOW PO BOX 12 ; S GRAFTOPF MA 01560 Expiration i commissioner 01/2412014 , ire �omamantaea.�t/c o.�aoa�u Office of Consumer Affairs & Bdsiness Regulation i HOME IMPROVEMENT CONTRACTOR f _ Registration: ,.9143758 Type: j Expiration 7f2W014 DBA •. A +i BA LOW BUILDING A:�1: ` TIM BARLOW 13 DEPOT ST' S.'090,1TON, MA 0166 nd r e r U C__% e s c etary ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MINIDLYYYYY) 1/22/13 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(jes) 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 FAX508) 987-7152 508 987-7122 Ai N . E-MAIL ADDRESS: Tom@ coonaninsurance . com INSURERS) AFFORDING COVERAGE NAIC# INSURER A: Travelers 11/3/13 INSURED INSURER B: INSURERC: TJK, . Inc. INSURER D: PO Box 12 INSURER E: South Grafton, MA Q1560 INSURER F COVERAGES CERTIFICATE Nt1MRFR- RFVISION NLIMgFR! 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. INSR LTR TYPE OF INSURANCE ADDL ISR SUBR WVD POLICY NUMBER POLICY EFF MIDDY POLICY EXP MMIDDIYYYY LIMITS A GENERALLIABILITY MERCIALGENERALLIABILITY CLAIMS -MADE FX]OCCUR N:—C:OIM I -680-335M170-3-12 11/3/12 11/3/13 EACH OCCURRENCE $ 1,000,000 PREMISES DAMAGE (Ea occurrence) RENTED $ 30O 000 MED EXP (Arty one person) $ 5 000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GFN'LAGGREGATELIMITAPPLIESPER X POLICY J`EROT- LOC PRODUCTS -00MPIOPAGG s 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS _ AUTOS j COMBINED SINGLE LIMIT aaccident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ eraccdenl UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN OFFICERMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below NIA IE -UB -9914N01-3-13 1/26/13 1/26/14 X WCSTATU- 10TH - E.L. EACH ACO CENT $ 100,000 E.L. DISEASE -EA EMPLOYEE $ 100 ,000 E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS /VEHICLES (Attach ACORD 101, Additional Rernarks Schedule, If more space is requil red) CERTIFICATE HOLDER CANCELLATION Town of North Andover 1600 Osgood Street North Andover, MA 01845 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 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: KANAYO LALA, P.E........ - 04/24/2013 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE LOT 4N -A, RT114 , NORTH ANDOVER, MA BUILDING "B" UNIT B1 24'X34' BASIC LOADS: GROUND SNOW LOAD LIVE LOAD WIND LOAD Building Length 34 ft Building Width 24 ft Building Area 816 sf Building Mean Height 36 ft Total Height 45 ft Dead Load of Building 24,480 lbs DL Moment End Wall 416,160 LB -FT DL Moment Long Wall 293,760 LB -FT Wind Moment End Wall 198,288 Wind Moment Long Wall 139,968 50 PSF 40 PSF 18 PSF Building Aspect Ratio= 1.42 Shear End Wall= 11,016 230 PLF Shear Long Wall= 7,776 114 PLF 1/2"A.BOLT SHEAR 1,002 LB 11 FT SPACING FOR 1/2" A.BOLTS WITH TWO 2X SYP PLATES NET End Wall M -217872 NO UPLIFT Long W M -153792 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1 (1) %" 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 R602.10.1.2(1) %" 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 312/2PLF SHEAR: AT THE OPENING CORNER 344 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. Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rtl14, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic beam Al supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12 = MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT S= 46.67 IN^3 Deflection = 0.458 IN Deflection2 = 0.000 IN Fcp'= 458 PSI Fv'= 223 PSI 157.50 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 420.00 PLF qs= 18.9 Cd= 1 578 PLF 1= 1 Cm= 1 18.90 PSF FT 3609 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 74.9 =S provided OK 346.3 = I = U 327 For Total Load = U 450 For Live Load OK 1.50 In Bearing Length OK Required U240 Required L/360 Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic beam A3 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF 157.50 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 315.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 473 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 4253 LB =TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 18 LF Fb= 2900 PSI WIDTH- IN 8.75 PSULVL 9.5 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 19136 LB -FT MOMENT2= 0 LB -FT 131.6 =S provided OK S= 79.18 IN^3 625.2 = I Deflection = 0.893 IN = U 242 For Total Load Required U240 Deflection2 = 0.000 IN = U 363 For Live Load Required U360 Fcp'= 324 PSI OK 1.50 In Bearing Length Fv'= 153 PSI OK ALTERNATE XIZE 2 - LVLs 16". Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor beam S1 supporting Floor Joists for 2nd and attic LOADS: DEAD LOAD 50.00 PSF 325.00 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 70.00 PSF 455.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 780 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 4095 LB =TOTAL REACTION TRIBUTARY WIDTH 6.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 10.5 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= 10749 LB -FT MOMENT2= 0 LB -FT 49.9 =S provided OK S= 44.48 IN"3 230.8 = I Deflection = 0.462 IN =U 273 For Total Load Required 0240 Deflection2 = 0.000 IN =U 467 For Live Load Required 0360 Fcp'= 390 PSI OK 3.00 In Bearing Length FV= 379 PSI OK Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor beam S2 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12 = 157.50 PLF Ce= 1 0 LB -FT S= CF= 1.00 0.00 PLF Cq= 1 0.000 IN = U Fcp'= Cs= 420.00 PLF qs= 18.9 Cd= 1 578 PLF 1= 1 Cm= 1 18.90 PSF FT 3609 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT S= 46.67 IN"3 Deflection = 0.458 IN = U Deflection2 = 0.000 IN = U Fcp'= 458 PSI Fv'= 223 PSI 74.9 =S provided OK 346.3 = 1 327 For Total Load 450 For Live Load OK 1.50 In Bearing Length OK Required U240 Required U360 Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD 36113 LB -FT PSF LIVE LOAD 40.00 PSF TOTALLOAD 0.846 IN = U Fcp'= WIND SPEED 100 MPH POINT LOAD 7704 LBS Ra= 4815 LBS TRIBUTARY WIDTH 1.00 LF JOIST/GIRDER SPAN 20 LF WIDTH- IN 6.50 36KSI W8X24 ROOF PITCH - N:12 = 550 LB =TOTAL REACTION MOMENT= 2750 LB -FT MOMENT2= 36113 LB -FT S= 19.43 IN^3 Deflection = 0:082 IN = U Deflection2 = 0.846 IN = U Fcp'= 550 PSI Fv'= 8,119 PSI 2nd Floor beam S3 supportinq beams S1 & S2 15.00 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 40.00 PLF qs= 18.9 Cd= 1 55 PLF 1= 1 Cm= 1 18.90 PSF 7.5 FT 550 LB =TOTAL REACTION E= 29000000 PSI Fb= 24000 PSI 7.93 IN = d Fv= 16200 PSI Fc= 24000 PSI Fcp= 24000 PSI 20.9 =S provided OK 82.8 = 1 259 For Total Load Required U240 355 For Live Load Required L/360 OK 1.50 In Bearing Length OK Kanayo Lala, P.E..............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Rafter Beam R3 supporting dormer roof only LOADS: DEAD LOAD 15.00 PSF 196.88 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD 38.50 PSF 404.25 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.9 Cd= 1.15 TOTAL LOAD 601 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3607 LB =TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = 9 Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10820 LB -FT MOMENT2= 0 LB -FT 73.8 =S provided OK S= 38.93 IN^3 415.3 = I Deflection = 0.338 IN = U 426 For Total Load Required L/240 Deflection2 = 0.000 IN =U 634 For Live Load Required L/360 Fcp'= 344 PSI OK 3.00 In Bearing Length FV= 275 PSI OK c KANAYO �N H. LACA y No. 33710.0 QTM L E16N' Kanayo Lala, P.E..............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Beam R1 supporting roof LOADS: DEAD LOAD 15.00 PSF 240.00 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD 38.50 PSF 616.00 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.9 Cd= 1.15 TOTAL LOAD 856 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 5350 LB =TOTAL REACTION TRIBUTARY WIDTH 16.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 12.5 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc= 2700 PSI Fcp= 750 PSI MOMENT= 16719 LB -FT MOMENT2= 0 LB -FT 73.8 =S provided OK S= 60.16 IN^3 415.3 = I Deflection = 0.566 IN = U 265 For Total Load Required U240 Deflection2 = 0.000 IN = U 368 For Live Load Required U360 Fcp'= 510 PSI OK 3.00 In Bearing Length Fv'= 408 PSI OK Kanayo Lala, P.E..............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Beam R2 supporting roof only LOADS: DEAD LOAD 15.00 PSF 300.00 PLF Ce= 1 CF= 0.96 W/DRIFT SNOW LOAD 38.50 PSF 616.00 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.9 Cd= 1.15 TOTAL LOAD 916 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 9925 LB =TOTAL REACTION TRIBUTARY WIDTH 16.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 21.67 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 18 IN = d Fv= 285 PSI ROOF PITCH - N:12 = 9 Fc= 2700 PSI Fcp= 750 PSI MOMENT= 53768 LB -FT MOMENT2= 0 LB -FT 350.0 =S provided OK S= 193.47 IN^3 2228.9 = I Deflection = 1.019 IN = U 255 For Total Load Required U240 Deflection2 = 0.000 IN = U 379 For Live Load Required 0360 Fcp'= 630 PSI OK 3.00 In Bearing Length Fv'= 315 PSI OK 11 4 Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rtl14, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12 = MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT S= 46.67 IN^3 Deflection = 0.458 IN Deflection2 = 0.000 IN Fcp'= 458 PSI Fv'= 223 PSI Attic beam Al supporting Floor Joists 157.50 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 420.00 PLF qs= 18.9 Cd= 1 578 PLF 1= 1 Cm= 1 18.90 PSF FT 3609 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 74.9 =S provided OK 346.3 = I = U 327 For Total Load = U 450 For Live Load OK 1.50 In Bearing Length OK Required U240 Required U360 "°r"" cn=Kanayo, o, ou=Lala, K AMAYO I email=kanayolala@gmail.c N& 3.1710-C OM, c=US fro RL 2013.05.16 00:33:56 -04'00' Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 30.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 18 LF WIDTH- IN 8.75 PSL/LVL ROOF PITCH - N:12 = Attic beam A3 suimortina Floor Joists 157.50 PLF Ce= 1 0 LB -FT CF= 1.00 0.00 PLF Cq= 1 Deflection2 = Cs= 315.00 PLF qs= 18.9 153 PSI Cd= 1 473 PLF 1= 1 Cm= 1 18.90 PSF FT 4253 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.5 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI MOMENT= 19136 LB -FT MOMENT2= 0 LB -FT S= 79.18 IN"3 Deflection = 0.893 IN = U Deflection2 = 0.000 IN = U Fcp'= 324 PSI Fv'= 153 PSI ALTERNATE XIZE 2 - LVLs 16". 131.6 =S provided OK 625.2 =1 242 For Total Load 363 For Live Load OK 1.50 In Bearing Length OK Required 0240 Required U360 �NOF ,yt�.- cn=Kanayo, o, ou=Lala, KA L emaikkanayolala@gmaik No.3 Nc: 3714C .3 om, c=US ��to al. ..•' 2013.05.16 00:33:36 -04'00' 4 Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 50.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 70.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 6.50 LF JOIST/GIRDER SPAN 10.5 LF WIDTH- IN 3.50 PSL/LVL ROOF PITCH - N:12 = 2nd Floor beam S1 suoDortina Floor Joists for 2nd and attic 325.00 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 455.00 PLF qs= 18.9 Cd=1 780 PLF 1= 1 Cm=1 18.90 PSF FT 4095 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.26 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10749 LB -FT MOMENT2= 0 LB -FT 49.9 =S provided OK S= 44.48 IN^3 230.8 = I Deflection = 0.462 IN = U 273 For Total Load Required U240 Deflection2 = 0.000 IN = U 467 For Live Load Required U360 Fcp'= 390 PSI OK 3.00 In Bearing Length FV= 379 PSI OK ZN Of KANAY H. UkLA No. 337140 cn=Kanayo, o, ou=Lala, email=kanayolala@gmail.c On c=US 2013.05.16 00:33:18 -04'00' Kanayo Lala, P.E..............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor beam S2 supporting Floor Joists LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTAL LOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12 = MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT S= 46.67 IN^3 Deflection = 0.458 IN Deflection2 = 0.000 IN Fcp'= 458 PSI FV= 223 PSI 157.50 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 420.00 PLF qs= 18.9 Cd= 1 578 PLF 1= 1 Cm= 1 18.90 PSF FT 3609 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 74.9 =S provided OK 346.3 = I = U 327 For Total Load = U 450 For Live Load OK 1.50 In Bearing Length OK Required 0240 Required U360 °F" cn=Kanayo, o, ou=Lala, AYE email=kanayolala@gmail.c Igo. 337140 0M, c= U S _� 2013.05.16 00:32:54 -04'00' I Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - Rt114, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 2nd Floor beam S3 supporting beams S1 & S2 LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD PSF LIVE LOAD 40.00 PSF TOTALLOAD 0.082 IN = U WIND SPEED 100 MPH POINT LOAD 7704 LBS Ra= 4815 LBS TRIBUTARY WIDTH 1.00 LF JOIST/GIRDER SPAN 20 LF WIDTH- IN 6.50 36KSI W8X24 ROOF PITCH - N:12 = 7.5 FT MOMENT= 2750 LB -FT MOMENT2= 36113 LB -FT S= 19.43 IN"3 Deflection = 0.082 IN = U Deflection2 = 0.846 IN = U Fcp'= 550 PSI FV= 8,119 PSI 15.00 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 40.00 PLF qs= 18.9 Cd= 1 55 PLF 1= 1 Cm= 1 18.90 PSF 7.5 FT 550 LB =TOTAL REACTION E= 29000000 PSI Fb= 24000 PSI 7.93 IN = d Fv= 16200 PSI Fc= 24000 PSI Fcp= 24000 PSI 20.9 =S provided OK 82.8 =1 259 For Total Load Required U240 355 For Live Load Required U360 OK 1.50 In Bearing Length OK OF cn=Kanayo, o, ou=Lala, KANAYC IJ email=kanayolala@gmail.c . rsr�a 0M, c= U S 1 _ t 2013.05.16 00:32:37 -04'00' I Kanayo Lala, P.E..............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Beam R1 supporting roof only LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD 38.50 PSF LIVE LOAD PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 16.00 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 3.50 PSL/LVL 11.25 ROOF PITCH - N:12 = MOMENT= 16719 LB -FT MOMENT2= 0 LB -FT S= 60.16 IN^3 Deflection = 0.566 IN Deflection2 = 0.000 IN Fcp'= 510 PSI Fv'= 408 PSI 240.00 PLF Ce= 1 CF= 1.00 616.00 PLF Cq= 1 Cs= 0.00 PLF qs= 18.9 Cd=1.15 856 PLF 1= 1 Cm= 1 18.90 PSF FT 5350 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 73.8 =S provided OK 415.3 = I = U 265 For Total Load = U 368 For Live Load OK 3.00 In Bearing Length OK Required U240 Required U360 cn=Kanayo, o, ou=Lala, email=kanayolala@gmail.c om, c=US 2013.05.16 00:32:23 -04'00' 4 Kanayo Lala, P.E..............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Beam R2 supporting roof only LOADS: DEAD LOAD 15.00 PSF W/DRIFT SNOW LOAD 38.50 PSF LIVE LOAD PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 16.00 LF JOIST/GIRDER SPAN 21.67 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12= 9 MOMENT= 53768 LB -FT MOMENT2= 0 LB -FT S= 193.47 IN13 Deflection = 1.019 IN Deflection2 = 0.000 IN Fcp'= 630 PSI Fv'= 315 PSI 300.00 PLF Ce= 1 CF= 0.96 616.00 PLF Cq= 1 Cs= 0.00 PLF qs= 18.9 Cd= 1.15 916 PLF 1= 1 Cm= 1 18.90 PSF FT 9925 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 18 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 350.0 =S provided OK 2228.9 = I = U 255 For Total Load = U 379 For Live Load OK 3.00 In Bearing Length OK Required 0240 Required U360 ur VANAVO cn=Kanayo, o, ou=La a, H. LNA emaikkanayolala@gmaik No. 33710C I 0m, c= U S 2013.05.16 00:32:08 -04'00' 11 Kanayo Lala, P.E. .............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Roof Rafter Beam R3 supporting dormer roof only LOADS: DEAD LOAD 15.00 PSF 196.88 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD 38.50 PSF 404.25 PLF Cq= 1 Cs= LIVE LOAD PSF 0.00 PLF qs= 18.9 Cd=1.15 TOTAL LOAD 601 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3607 LB =TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 11.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = 9 Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10820 LB -FT MOMENT2= 0 LB -FT 73.8 =S provided OK S= 38.93 IN^3 415.3 = I Deflection = 0.338 IN =U 426 For Total Load Required 0240 Deflection2 = 0.000 IN =U 634 For Live Load Required 0360 Fcp'= 344 PSI OK 3.00 In Bearing Length Fv'= 275 PSI OK 10 cn=Kanayo, o, ou=Lala, emaikkanayolala@gmaik om, c=US 2013.05.16 00:30:36 -04'00' 4t r4REScheck Software Version 4.4.4 Compliance Certificate Project Title: 130326_Trust Merrimack CompassPtB Energy Code: 20091ECC Location: North Andover, Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,127 W Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: 17 Construction Site: Owner/Agent: Designer/Contractor. Unit B2 North Andover, MA Compliance: 5.0% Better Than Code Maximum UA: 319 Your UA: 303 The % Better or Worse Than Code Index reflects how dose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Floor SLAB: Slab-On-Grade:Unheated 48 10.0 37 Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o.c. 384 19.0 0.0 17 Window DH: Vinyl Frame:Double Pane with Low -E 48 0.290 14 SHGC: 0.00 Door SLIDER: Solid 40 0.290 12 Door 15 LITE BACK: Glass 20 0.300 6 SHGC: 0.00 Wall SEPARATION 2X6: Wood Frame, 16" o.c. 280 19.0 0.0 17 Wall GARAGE 2X4: Wood Frame, 16" o.c. 104 15.0 0.0 6 Door METAL FIRE: Solid 20 0.150 3 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 2X6: Wood Frame, 16" o.c. 488 19.0 0.0 29 Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 22 Project Title: 130326 Trust Menimack_CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326_Trust Merrimack_CompassPt B\REScheck\130326_Trust Merrimack_Comp Page 1 of 8 assPt B UnitB2.rck Window DH: Vinyl Frame:Double Pane with Low -E 95 0.290 28 SHGC: 0.00 Wall 2ND FLOOR SEPARATION 2X6: 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 B2 Signature Date Project Title: 130326_Trust Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326_Trust Merrimack CompassPt B\REScheck\130326 Trust Menimack_Comp Page 2 of 8 assPt 13UnitB2.rck LSI 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. 2009 IECC Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies [PRI]' documentation demonstrate energy ❑Does Not Comply 2) code compliance for the building i ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for fighting and I ❑Not Observable ij mechanical systems. Systems serving Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply J 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 Low Im act (Tier 3) Project Title: 130326—Trust—Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt_B\REScheck\130326 Trust_Merrimack_Comp Page 3 of 8 assPt B UnitB2.rck 20091ECC Foundation Inspection Flans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1 Slab edge insulation R -value. R- R- [Complies See the table for [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not Comply values. '� ❑ Heated ❑ Heated i❑Not Observable []Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturers instructions. ❑Does Not Comply [FO2]1 { []Not Observable []Not Applicable 402.1.1 Slab edge insulation depthAength. ft ft ❑Complies See the Fnval ;nP AssPmhliPs table for [FO3]1 I❑Does Not Comply values. ❑Not Observable ❑ Not Applicable 303.2.1 A protective covering is installed to ❑Complies [FO 11]2 protect exposed exterior insulation []Does Not Comply J 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 []Not Observable I []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Im act(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 130326_Trust Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt B\REScheck\130326—Trust—Merrimack—Comp Page 4 of 8 assPt B UnitB2.rck 2009 IECC Framing I Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, Door U -factor. U- U- ❑Complies See the table for 402.3.4 ❑Does Not Comply values. [FR1]' []Not Observable ❑Not Applicable 402.1.1, Glazing U -factor (area -weighted U- U -❑Complies See the table for 402.3.1, average). []Does Not Comply values. 3 []Not Observable 402.5 402.5❑Not Applicable 303.1.3 U -factors of fenestration products are ❑Complies [FR4]' determined in accordance with the []Does Not Comply 19 NFRC test procedure or taken from ❑Not Observable the default table. []Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- ❑Complies [FR8]' space have a maximum fenestration []Does Not Comply 19 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. ❑Not Observable []Not Applicable 402.4.4 Fenestration that is not site built is [Complies [FR20]1 listed and labeled as meeting ❑Does Not Comply AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400 []Not Applicable that do not exceed code limits. 402.4.5 IC -rated recessed lighting fixtures , ❑Complies [FR16]2 sealed at housing/interior finish and❑Does Not Comply labeled to indicate 2.0 cfm leakage at I ❑Not Observable 75 Pa. ❑Not Applicable 403.2.1 Supply ducts in attics are insulated to R- R- ❑Complies [FR12]' R-8. All other ducts in unconditioned R- R- ❑Does Not Comply spaces or outside the building []Not Observable envelope are insulated to R-6. []Not Applicable 403.2.2 All joints and seams of air ducts, air t ❑Complies [FR13]' handlers, filter boxes, and building I ❑Does Not Comply cavities used as return ducts are19 []Not Observable sealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply j []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids above R- R- ❑Complies [FR17]2 105 IF or chilled fluids below 55 OF []Does Not Comply 1-9 are insulated to R-3. j❑Not Observable R❑Not Applicable 403.4 Circulating service hot water pipes are R- R- '❑Complies [FR18]2 insulated to R-2. i❑Does Not Comply J Observable 1❑Not ❑Not Applicable 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: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2 3 1 Low Impact(Tier 3 Project Title: 130326_Trust Merrimack CompassM Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt B\REScheck\130326_Trust Menimack_Comp Page 5 of 8 assPt B UnitB2.rck 2009 IECC Insulation Inspection Plans Verified Value 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 91 i ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R -value. If this is a R- R- ❑Complies See the Envwloop AccPmhliaa table for 402.2A, mass wall with at least 1/2 of the wall ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.5 insulation on the wall exterior, the ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior insulation requirement ❑Steel ❑Steel [:]Not Applicable j applies. 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not Comply j []Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]1 minimum R -value of R-13. New walls ❑Does Not Comply separating the sunroom from ❑Not Observable conditioned space must meet code []Not Applicable re uirements. 303.2 Sunroom wall insulation installed per I ❑Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply l ` ` ❑Not Observable I []Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- 13 Complies [IN10]' R -value of R-19 in Climate Zones 1-4, ❑Does Not Comply and R-24 in Climate Zones 5-8. []Not Observable []Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN11]' per manufacturer's instructions. []Does Not Comply J []Not Observable []Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3 Project Title: 130326_Trust Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt B\REScheck\130326_Trust Merrimack Comp Page 6 of 8 assPt B UnitB2.rck 20091ECC Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, Ceiling insulation R -value. Where > R- R- R- []Complies See the table for 402.2.1, 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 [Fill' R-30 may be used for 500 ft' or 20% ❑Not Applicable (whichever is less) where sufficient space is not available. 303.1.1.1, Ceiling insulation installed per i ❑Complies 303.2 manufacturer's instructions. Blown ❑Does Not Comply [FI2]1 insulation marked every 300 f:2. ❑Not Observable a ❑Not Applicable 402.2.3 Attic access hatch and door insulation R- R- {❑Complies [FI3]' R -value of the adjacent assembly. i❑Does Not Comply J ❑Not Observable []Not Applicable 402.4.2, Building envelope tightness verified 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 []Not Observable 119 instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood -burning fireplaces have ❑Complies [Fl8]2 gasketed doors and outdoor ❑Does Not Comply combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [F14]1 result of 8 cfm to outdoors, or 12 cfm []Does Not Comply across systems. Or, rough -in test ❑Not Observable result of 6 cfm across systems or 4 ❑Not Applicable cfm without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [FI9]2 on forced air furnaces. I []Does Not Comply J ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [FI 10]2 heat pumps. , ❑Does Not Comply VI, ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems ❑Complies [F111]2 have automatic or accessible manual ❑Does Not Comply controls. i ❑Not Observable []Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply J []Not Observable ❑Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [Fl 19]3 pumps are present. ! ❑Does Not Comply []Not Observable []Not Applicable 403.9.3 Heated swimming pools have a cover. I ❑Complies [F120]3 Covers on pools heated over 90 OF []Does Not Comply are insulated to R-12. []Not Observable []Not Applicable 404.1 50% of !amps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. []Does Not Comply []Not Observable []Not Applicable 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 130326_Trust Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326_Trust Merrimack CompassPt B\REScheck\130326—Trust—Merrimack—Comp Page 7 of 8 assPt B UnitB2.rck 2009 IECC Final Inspection Provisions Plans Verified Value Field VerifiedComplies? Value Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies [FI7]2 ODoes Not Comply ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical ' ❑Complies [FI18]3 and water heating equipment have i ❑Does Not Comply been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 1 ]High Impact (Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact (Tier 3) Project Title: 130326_Trust Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt B\REScheck\130326_Trust Merrimack_Comp Page 8 of 8 assPt B UnitB2.rck Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments: 00, '-�-• . loll EW � ccs ori $� 'i `•. Tmw � 1Y311At�;1.1�P a► e�or yb ,,,�-' i�. � ,( `�, ,0W•03 .- 'am ceptimom7 MARM 20 (MM MOPMED U P L A N D BUILDING -C' OPEN SPACE 67;p• 13.85 IMSTING F4UNDATtDN BUILDING W j �►� rem f UPLAND OPEN SPACE b ` �►r,� /� '�. CERTIFIED PLOT PLAN �.r P wunim= mumwrr I NO EASEPOM SHMN OJM 1w nmofffam , �fmnoa�=lna�rzmas�mmmn NffZMMRMUMCM IMSAIMM SIMMM mparrUW trFal rN3 ,M IS X M VE UM rM MMI max, URM Or sr axlutm � LU wn o' rias COWWAUM = MW-UA?ff00WtL NO rt Rnn ON VM I Ptmr M n+ar 7W W=%UM sMW was NM MMMT .Y FUMMM W 7w uw ma m no rmt biw4ma-r - OUNDATION_AS-BUILT_BUILBING `B' AT= c cam. RS MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. r►.t ti.. Cf t<,�� . *;• ~ PATR CA. Y�+ PR13 JECT NO, NAND13 SCALES 1'=4(Y R • C M j) DRAWN BY, PCG DATE, 5/9/13 CHECKED BY, SC SHT, 1 REVIUSED, OF, 1