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Building Permit #790-13 - 88 COMPASS POINT ROAD 5/20/2013
Permit NO: -� q 0 _ � Date Issued: TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received I IA4PORTANT: Applicant must complete all items on this Date I LOCATION -- -� — — V - _ I 'Print - PROPERTY OWNERt-� �� t1� ' (I,(:_ Print 100 Year Old Structure yes no MAP NO:l7 PARCEL ZONING DISTRICT:. -(;LL Historic District yes no Machine Shop Village ves no TYPE OF IMPROVEMENT PROPOSED USE T-� V— to(-, Residential Non- Residential 1(New Building ❑ One family Address: Pb ❑ Addition XTwo or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain Metlands ❑ Watershed District ater/Sewer OWNER: Name: DESCRIPTION OF WqRK Tpp BE PERFORMED: t I ,��k Identification Pigpse Type or Print Clearly) Address: S 1 M -i AC)LI --D(' i e,Lk) ` / CONTRACTOR Name: T-� V— to(-, Phone: dna, z r, X33 Address: Pb S GVC1C-k6 (\ MU Supervisor's Construction Licenser - 0 511 3 S Exp. Date: Home Improvement License: `1 S�, Exp. Date: ARCHITECT/ENGINEERS Phone: Address: (—A . m(" Reg. No. )3 FEE SCHEDULE: BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.^0 PER S.F. Total Project Cost: CCD FEE: $ Check No.: Receipt No.: NOTE: .Persons contracting with unr gistered contractors do not have access qtothe gu ranty fund Signature of Agent/Owner Signature of contractor ' Plans Submitted 11 Plans Waived 11 Certified Plot Plan [1, Stamped Plans Location JG SS f No. 16 _ Date TOWN OF NORTH ANDOVER Certificate of Occupancy $1 DO Building/Frame Permit Fee $ 3 Zco 3' Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check 41�20 26419 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—S 'c) -e) Si nature COMMENTS `f HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments !Nater & Sewer Connection/Signature & Datedz Driveway Per DPW Tow; ]Engineer: Signature: Located 384 Os ooc FIRE -DEPARTMENT -'Temp Dumpster on site yes no Located at 124 Main Street Fire Department signatureldate COMMENTS Street 13 Dimension Number of Stories:_ Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A -F and G min.$100-$1000 fine NOTES and DATA — For department use ® Notified for pickup - Date Doo.Building Permit Revised 2010 Building Department The folL�owing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits o Building Permit Application o Workers Comp Affidavit o 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 o Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) Li 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) Li Building Permit Application o Certified Proposed Plot Plan La 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 a 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 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 CERTIFICATE OF USE & OCCUPANCY Building Permit Number 790-13 on 5/20/2013 Date: April 3, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 88 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: 114 Trust, LLC 51 Mount Joy Drive Tewksbury, MA 01786 Building Inspector Fee: Pre Paid Receipt: 26419 Check :7670 Ll CA m m m V/ m EP CD 0 z CD O CErrr CL �. -a co O v CD CLa CD o co CD0 O CO CD 0 CD O 7 y O U) F 0 as CD CD U' CD U) iv z o_ CD3 C CD m �v x �o z a� 0 V+ 0 " 0 � 0 rr CD• CD CCD C rt Q- 0 o 5 to ?3 �• O O Q o. W 0 � N O CD CD Qy CCD O O O CQ CL O (A, O rt C CD CD •a o to ?� -h o 03a aDCn 0=. CL 0 U2 N pt CD< O O W� SU -a CDo rt O (o 09' CD CD �° CD 0 �= CD . O n � o C x 0 m m m Gn -i x i� O N N W O N 7 �. f�D 0 � T AT N C (A N < ry ^ T ;o v C �S T (7 T 3 O C \ 3 N T _O O r Vf 7C �rD 7o Clit.G1 " A� m N S O z 22 r m� N O m �' 0 c rD os APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION ADDRESS/LOCATION OF PROPERTY BUILDING PERMIT # _� lo" I Map Parcel . Lot Number. SUBDIVISION: ne(f( act- COfl�as 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 TIME FRAME. 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: T S V. n C. -rivti Z".r1ow Address: 96 lq& \-a. S • (Z rf ROUTING j TOWN ENGINEER, SITE PLAN - DRIVE -WAY REVIEW,9&V CONSERVATION PLANNING DPW -WATER METER SEWER CONNECTION EK l DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST DPW A.- SIGNA File: Application for OC form revised Jan 2007/2011 1 $0, . "s.0, peow AsumKAv.WTa t=.a, wm PROPOSED U P L A N D Qr Bt1iLDi"G `C CPEN SPACE EXISTING •— SUIDIING OX \ U P L A Z D CPEO: SPACE b V CERTIFIED PLOT PLAN raarKm U= EmmomY LL'4's'$ tR.'o "mom VC4.4 sm Dam 0 TFL &-vom. �i D �tSL'3 P FM 'n= F`�t�"�.`T. M P nM AS S II B tar VITIATE Mr ZMM MMOMEM SnWZt= M F RTV is IFFSETS,, �MnR GUM M= 'mn�V Po- rM CWTiFPrATYM to fW-TWa 90 IS FLRVM YAM VM na Pim T14AT THE r TEM DGWN RM iii ACCLM47ILY ROMM 0 kkklr2y FOUNDATION.A — UILT_ UILDING 'B' IA t CUML an MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. f t r PRO.lECT NO NAND13 SCALEo i'm4(Y c c - , DRAWN BY, PCG DATES 5/9!13 CHECKED BYl SC SHT+ 1 REVIUSED, (IF, 1 Conser ation Services Group 50 Ge'ashington Street Sts to 3,000 Westborough, MA (,1581 t 508.836,9500 f 50$.370.5975 wWW.t-sgrP.(.orr ^,I"MW IECC 2009 & MA Stretch Energy Code Duct Tightness Verification as /Fail Date: �ovem�er �� l c"3o)3 Permit No.: Street Address: 88 C,xc� S Total conditioned floor area: as «a� Source of Area Calculation:f'ece4ra�-k+gr HERS Rater: 4CXL0� Certification Number: Signature: Builder: Builder Contact: 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 Tota/ leakage Air Handler Installed? KYes — 6 cfm/100 ft2 maximum allowed ❑ No -4 cfm/100 ft2 maximum allowed Testing result: 3. LAO 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: cfm/100 ft2 Conservation Services Group © 2010 ON THIS 3RD CONTROL CONSTRUCTION FINAL REPORT 107.6.4 DAY OF DEC 2013 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 UPERVISED 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-A*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 AFFIDAVIT ENGINEER 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 AIL RULE REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE,I REQUEST CERTIFICATE OF OCCUPANCY FOR THE ABOVE ADDRESS. ORIGINAL SIGNATURE & SEAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 3RD DAY OF DEC 2013 NOTARY PUBLIC MY COMMISSION EXPIRES: ��ra',�% vt� . L ,Z JANE P. SHERIDAN Notary Public Commonwealth of Massachusetts My Commission Expires October 2, 2020 1� TOWN OF NORTH ANDOVER GAS INSPECTION } �1��CNY5F TES DATE IPI �!JiI E W6 /U I:> STREET ST. N0. LOT NO. PERMIT NO. FIXTURES rf�� V\ C t6 . O � O vcc, W y (Da E � o r S E a. A yO�'+'' � V a � y r ; C c�C GoQ`Q�Q'�• O G1 C � � Ipcc E * v Q �l� 1. 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CL00 > ti •N LSi__II rw L N R Enter construction cost for fee cal - North Andover Fee Calculation Construction Cost $ 271,875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 88 Compass Point 790-13 on 5/20/2013 New 3 Bedroom Condo with Garage KANAYO LAZA, P.E. BSCE, M.ASCE, M.NSPE, M.SEI, M.I.E.(India), MAWS, M.ACLM.ICC FOUR WEST ROAD ACTON, MA 01720 LIC.# 33710-C(MA),9227(NIS,84611(NY),32768(VA),7736(VI) haps://sites.google.com/site/kanUolalgpe/ 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 B 1, 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 H. [ALA �a Na.33no-C �b7STiA�{r`� Kanayo Lala PHONE (978) 337- LALA kanUolala@gmail.com ovwAMLmwro _ me Kscm raitTEDI "` • r �aa�wQ wt 's "�•.. _. TRW 51 low im MY Tcolc9am. PA cm As"M aLOT y f aw•G PROPOSWO BUILDING C U P L A N D OPEN SPACEEXMMb eta. t a FOUNDArom BUILDING "Am 1 UPLAND • OPEN SPACE CERTIFIED PLAIT PLAN "' 0 an= un WNDOWL t= DWOterMONOM. fM TM RUM. TFC FTZtY�T= AS SPEWN 0= 10T VMATE Mr ZM= IMFMGA3t= SiR1 itF TO MWERV1l ME QTS.,. rM PLAN OR FO « mss. an►� R Ear STOMIUM TMg CERTW=T= M N3*-TRA=C=ML 93 12 FUMM rAM V"W Tia PRWMM WAT Tit WMMTIM MW WS MW ACCLUATELY Ft=M BY THE awm TO TMS nm )12VW�A'r�'f FDU D TIDN.A - BUILT_ UILDI G " ° A Q q8 MERRIMAC CONDOMINIUMS ~....." : L. t . ,.ROUTE 114, NORTH ANDOVER, MASS, pAr� S.I. �` PROJECT NO t�AWDi3 SCALE, 11=40' DRAWN BY, PCG DATE, 5/9/13 -rTnj CHECKED BYE SC SHT, i BE Y IUSEDr V oF1 ON THIS 3RD CONTROL CONSTRUCTION FINAL REPORT 107.6.4 DAY OF DEC 2013 BEFORE ME, NOTARY PUBLIC DULY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Kanayo Lala WHO BEING DULY S WORN, DEPOSES AND SAYS THAT HE HAS S UPER VISED THE CONSTRUCTION OF BUILDING "B" AT 94, 88, 92, 90 Compass Point, Units 131, B2, B3 & B4 (Street Address) (City/Town) UNDER PERMIT #790-13, 791-13, 792-13, 793 -ARD THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OF ACTON AND THE COMMONWEALTH. FURTHER, THAT ALL REQUIRED 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 TFM 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 THE ABOVE ADDRESS. ORIGINAL SIGNATURE & SEAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 3RD DAY OF DEC 2013 id -Z --- NOTARY PUBLIC MY COMMISSION EXPIRES: U&Zo, t vl., ,, , z2, U,,A. U 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 Number Bldg.e 793 13 400 Osgood Street, N Andover, MA B1dg.E - 381-14 Merrimack Condominiums PROJECT NAME OR NUMBER: 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, UrutffsEl TOWNXITY: North And"er, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow UP DATE PREVIOUS ISSUES: DATES COVERED: CONDITIONS: Cool Fall Day - 56F 23 through October 23, 2013 LICENSE # CS 059359 Buiding 'B" framing is 95% complete. The roofing and siding are complete. COMMENTS: Installation of finish electric and plumbing is in progress. WORK IN PROGRFSS:Building "C", framing is 25%. Building "B"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 REPORTINGARCHITECT: Kanayo Lala IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala � " YO DATE: October 23, 2013 LALpi No.3m(1 c <�ro u . 1 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.G 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 Compassomt, nits TOWN/CITY: North Andavar, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow UP DATE PREVIOUS ISSUES: DATES COVERED: August 23 through October 23, 2013 CONDITIONS: Cool Fall Day - 56F # CS 059359 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�� of ARCHITECT OF RECORD: Kanayo Lala KANa DATE: October 23, 2013 g H. LALA N0. 33n" w - hcrsrta°`e < Sto At 1 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Nine Bldg.A - 580-13, 582-13, 583-13 TO: Building Commissioner- Permit Number Bldg.B 790 13, 791 13, 792 793 13 400 Osgood Street, N Andover, MA ' B1dg.0 - 793-13 PROJECT NAME OR NUMBER: Merrimack Condominiums 100, 98 & 96 Compass Point, Units A1, A2 & A3 STREET ADDRESS: 94, 88, 92, 90 Compass Point, Units B1, B2, B3 & B4 Compass Point Units C 1, TOWNXITY: 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. WORK IN 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 9 sANAY0 H M IALA Na 337160 ab, stt* DATE: August 22, 2013 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, t7ffits B 1, B2, TOWN/CITY: North Andover, MA WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 UP DATE PREVIOUS 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 RELATEDISStiEs: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 buildings REPORTING ARCHITECT: Kanayo Lala _ 1N COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE, SECTION 107.6.4 CONSTRUCTION CONTROL AND APPROVED PLANS ARCHITECT OF RECORD: Kanayo Lala DATE; May 31, 2013 e � r z x 1 2.8 I$] Loads: LC 3, ALL Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE KL HIP ROOF PORCH 12115 BALCONY BRACKET 4'6" LONG@8' SPACING SK -1 Feb 22, 2013 at 12:10 PM METAL BRACKET MERRIMACK.r... r .Y P .Z Ix 1.9 KL MA cn=KL MA, o=KANAYO LALA, ou, email=KANAYOLALA@GMAIL. �Jj,,,'PfCISTEo' "`t4� �Sso COM, c=US 2013.02.22 16:55:03 -05'00' Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE :SK -2 'KL BALCONY BRACKET Feb 22, 2013 at 4:51 PM 13000 BRACKET MEBER SIZES METAL BRACKET MERRIMACK-... MERRIMACK BALCONY STEEL BRACKET TOP CHORD 2122113 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 �v ksi -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 I ahal F rlreil r n-il M.. Therm AI G r)--ih, L,/f4 Vielrlr6c it D.. G.rt,-;l D♦ 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 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 T A500 Gr.42 29000 11154 .3 .65 .49 1 42 1.5 58 1.2 5 A500 Gr.46 29000 11154 .3 .65 .49 1 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label_ - Shape Type_ _ - -Design List -._.Material Design Rules A1412] - lyy jin4] Izz [in4j_ _ J [in4j - 1 TU4X2.5 I HSS4x2.5x21 Beam I Tube IA500 Gr.46� Typical 1 1 42 1 1 49 3 09 3 23 7 Tl 19X9 5 I HSS2.5x2x2 I Raam Ti ihim IA,;onrrARI Tvnirrnl I aRF I r'Aa R,1Z 1 10 Joint Coordinates and Temperatures I nhel Y rf41 V rAl 7 rpt T..-- rCl M -t --L, C.....,. n;-- 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 Rotatejdeg) - Section/Shape Type Design -List - Material.. D_ esign Rules 1 M1 N2 N5 TU4X2.5 Beam Tube A500 Gr.46 T ical 2 M2 N2 N1 90 TU2X2.5 Beam Tube IA500 Gr.461 Typical 3- _ -- .. M3 N3 - - N_4_ - ! - L TU2X2.5 _ - _ _ Beam - Tube 1A500 Gr.46 Typica_ I Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft,Fl Start Locationft%l End Location ft 1 M1 I Y -.015 -.015 0 1 0 Member Distributed Loads (BLC 2: SL) Member Label Direction Start Ma nitude k/ftF End Ma nitude k/ft F Start Location ft OX o End Location[ft% 1 M1 Y -.039 -.039 0 0 Member Distributed Loads (BLC 3: LL) Member Label Direction _ _ _Start Magnitudejk/ft Fj End Maynitudejk/ft,F] , Start Locationjft %aj_ End Location[ft%] ---M1-- -- -� - Y - 1 -.06-- -- --=Q6 0 0 -� Load Combinations Descri tion Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 DL Yes Y 1 8 Y -1 2 LL Yes Y 3 8 3 ALL Yes Y L1 1 L2 1 Joint Boundary Conditions Joint Label r _X-[.k/nj Y [k/inJ _ - - Z[k/in]_ _. -. X -ft/rad], Y Ronk-ft/r_adj_ . Z Rot.jk-ft/rad] _ Footing. _ RISA -31D Version 10.0.0 [C:\ ... WII 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 rt Inin4 I nh.1 Y M11 v ro 7 ro RAY rL Lal hAv rl. al RA7 n, pl 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 4 3 COG (ft): X: 2.239 Y: 2.99 Z: 0 Member Section Deflections 1 3 M1 1 0 0 0 0 NC NC 2 2 0 -.0130 1 0 0 4307.694 NC 3 3 .002 -.037 0 0 1453.313 NC 44 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 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 1 r Unmhcr I h.1 Ccr Cr.e. nl T-r-..-rL Hl RA.. -. RA - 1 3 M1 1 -2.356 1.059 0 0 0 1.141 2 2 -2.356 .379 1 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 RISC 14th(360-10): ASD Steel Code Checks (Bv Combination LC Member Shape UC Max_ _ Loc[ft] _Shear UC Locjft] Dir Pnc/om jkj Pnt/om jkj Mnyy/om.. Mnzz/om... Cb Eqn 1 3 M1 HSS4x2.5x2 .295 0 .076 0 32.445 39.114 2.938 4.315 2.317H1 -1b 2 3 M2 HSS2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 H1 -1b 3 3 M3 HSS2.5x2x2 .227, 0 .011 0 y 21_.465 1.26.333 1 1.593 _ 1.857 1.716 1-11-1b, KL MA cn=KL MA, o=KANAYO LALA, ou, IS�TC���o email=KANAYOLALA@GMAIL.COM, c=US F4io u 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 U P L A N D OPEN SPACE �� t #, is t U P L A N D OPEN SPACE CERTIFIED PLOT ND us 6B i . PROPOSED BUILDING V cuo, vj, celm�� PLAN ,•,fi -11-.' !-'-;1; "11 •.,1-':f: �'A f: .r:>ri 1 •.•#. �fll. '1'i•Y. '11 :11 "li f(.• f1: "a1 t] 1{. Ali• i/;- 1 If:l.• :t.l - 11 I/,-11 ', is •,> N'.71. �: 7 �.'i/N:1 •# t','. 1 'ii,. •.a' 1'^. / 00, r0 FUN tS OT G= FUM OMM ANCU"W � Pwootl STRUMS= M rM UMM OVNMAVVUVM UM CWrV UW Z tW-TALE. o+' cm "jam Fuir Fu FRM= TMT TFC tKMf nW SlMVN Wd XM MMYMY RM=n BY TROT m mw MY mvfi . ,►. mmm ,. . ASMM UN • Lar O -63 .'00 oerr U P L A N D OPEN SPACE �� t #, is t U P L A N D OPEN SPACE CERTIFIED PLOT ND us 6B i . PROPOSED BUILDING V cuo, vj, celm�� PLAN ,•,fi -11-.' !-'-;1; "11 •.,1-':f: �'A f: .r:>ri 1 •.•#. �fll. '1'i•Y. '11 :11 "li f(.• f1: "a1 t] 1{. Ali• i/;- 1 If:l.• :t.l - 11 I/,-11 ', is •,> N'.71. �: 7 �.'i/N:1 •# t','. 1 'ii,. •.a' 1'^. / 00, r0 FUN tS OT G= FUM OMM ANCU"W � Pwootl STRUMS= M rM UMM UM CWrV UW Z tW-TALE. NO U n1R'i M ON VM nE FRM= TMT TFC tKMf nW SlMVN Wd XM MMYMY RM=n BY a Tim awm m TMS ma kko�� FOUNBATI®N_AS--BUIL.T_BUILDING 'B' e. apimm pw MERRIMAC CONDOMINIUMS 'F• �w w w 1 , • �rtiri (YI /•. -• .•, ROUTE 114, NORTH ANDOVER, MASS. FITC c. PROJECT NO NAND13 SCALES Y-40' DRAWN BY, PCG DATE, 5/9/'13 CHECKED HYi SC SHT, i • .:; �,� •' rya v REV'IUSED, p1•E 1 t9—* Fn C O H V 0Q1 M J LLI LJ6 OZ Q O m C La0+ O LL N u CL N N Z Z m O ° v 7 O LL s O W c E ..0 U O LL O UW LI)a Z m J C s O 1' O LL 0 Hu Z V 4:uj v W W s to O d' u w N CoC LL LLJ a Z y Q CLO CC O LL W Q a LLJ °G LL 7 CO z CUO ate+ V7 o ai E N D J i LLI o amz ti Qq 0 E 0 O G� z C CD ^� C W Q N •� .E m m � Q � d M O �+ v D O m O C' a CL cp Q O MM v J � �CL 0 4) C Z O V N m r_ m 0 LL :O 0 cc cc o .CL LLI O. i to CD Z m Q • C9 - Z NC E Q J_ CD N m � C • O GD Cl) T L J SL O c • a Z V i O C/ 'CLM �O �' CD 0 z (CSO Avi ?, m N U • CD _ cn I ���; WAC l^± O c (D > cF— c �`• t v = � CL Z '�•�'Q o UJ UJO V m • O Z cn 1 _ Mn c C 3�3 W c LU —1 — o-0- 8-Z CL D a� m c� U) o a) ti c c c •o a L m o N�2m 4 Ii •�°� � to C •O.� O I— O O +-� � :- Z u W E L c� .a = c� 0 (D ._ L O F— U) = O O H t roti > ti Qq 0 E 0 O G� z C CD ^� C W Q N •� .E m m � Q � d M O �+ v D O m O C' a CL cp Q O MM v J � �CL 0 4) C Z O V N m r_ m 0 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS -059359 I FS TIMOTHY MB�RLOW PO BOX 12 s i S GRAFTOff MA 01560 r i Expiration Commissioner 01/24/2014 Office of Consumer Affairs & Business Regulation ` �V'' ,,.. _ � HOME IMPROVEMENT CONTRACTOR Registration: 143758 Type: Expiration: 7/29/2014 DBA BA OW BUILDING TIM BARLOW ? 13 DEPOT ST ' \ S.'C9A TON, MA 01560 Undersecretary ACORE® CERTIFICATE OF LIABILITY INSURANCE `--� FDATE( `ID°"'"'") 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(les) must be endorsed. If SUBROGATION 1S 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 EMAIL ADDRESS: Tom@ coonaninsurance . com GENERALLIABILI Y X COMMERCIAL GENE RALLIABIUTY CLAIMS-MADE I OCCUR INSURER(S) AFFORDING COVERAGE NAIC# INSURER A: Travelers 11/3/12 INSURED TJK, Inc. PO Box 12 South Grafton, MA Q1560 INSURER B: INSURER C: INSURER D INSURER E: INSURER F: GENERAL AGGREGATE $ 2,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE AML INSR SUBR WVD POLICY NUMBER POLICY EFF M/DD/Y POLICY EXP MMIDD/YYYY UMTS A GENERALLIABILI Y X COMMERCIAL GENE RALLIABIUTY CLAIMS-MADE I OCCUR I -680-335M170-3-12 11/3/12 11/3/13 EACH OCCURRENCE $ 11000,000 DAMAGE TO RENTED $ 300,000 MED EXP (Ary one person) $ 5,000 PERSONAL& ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GENTAGGREGATELIMITAPPUESPER X POLICY PRO- LOC PRODUCTS-ODMP/OPAGG $ 2,000,000 $ AUTOMOBILE LIABILITYOMBINED ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS NON -OWNED HIREDAUTOS _ AUTOS t SINGLE LIMIT a accident $ BODILY INJURY (Per person) $ BODILY INJURY Per accident ( ) $ PROPERrY DAMAGE eraccident $ $ UMBRELLA I" EXCESS LIAR F OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS EMPLOY RS'LI COMPENSATION ANDEMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTNE OFFICERIMEMBER EXCLUDED? 7 (Mandatory In NH) If yes, desdescribeN under DES DESCRIPTIOON OF OPERATIONS below N/ A IE -UB -9914N01-3-13 1/26/13 1/26/14 R WCSTATU- OTH- E.L.EACH ACOCENf $ ZOOOOO E.L. DISEASE -EA EMPEE $ 100,000 LOY EL. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Sc)edule, ifmore space Is required) V SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 1600 Osgood Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Davis U 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) 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 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 24,480 lbs 1/2"A.BOLT SHEAR 1,002 LB DL Moment End Wall 416,160 LB -FT 11 FT SPACING FOR 1/2" A.BOLTS DL Moment Long Wall 293,760 LB -FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -217872 NO UPLIFT Wind Moment Long Wall 139,968 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 2306.2.1111 '/" 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 R602.10.1.2(i) '/" 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. K-�� <J\, 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 S= 46.67 WIND SPEED 100 MPH POINT LOAD 0.458 LBS Ra= 0 LBS TRIBUTARY WIDTH 10.50 LF JOIST/GIRDER SPAN 12.5 LF WIDTH- IN 5.25 PSULVL ! ROOF PITCH - N:12 = Fv'= FT Attic beam Al supporting Floor Joists 157.50 PLF Ce= 1 MOMENT2= 0.00 PLF Cq= 1 S= 46.67 420.00 PLF qs= 18.9 0.458 IN = U 578 PLF 1= 1 IN = U 450 18.90 PSF 458 PSI OK 1.50 In Bearing Length Fv'= FT PSI OK 3609 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI CF= 1.00 Cs= Cd= 1 Cm= 1 MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT 74.9 =S provided OK S= 46.67 IN^3 346.3 = I Deflection = 0.458 IN = U 327 For Total Load Required U240 Deflection2 = 0.000 IN = U 450 For Live Load Required U360 Fcp'= 458 PSI OK 1.50 In Bearing Length Fv'= 223 PSI OK KANAYO H. LALA No. 33710-C 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 0240 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 PSULVL 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 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 Kanayo Lala, P.E. .............01/06/2013 4 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 157.50 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 420.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 578 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3609 LB =TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12.5 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= 11279 LB -FT MOMENT2= 0 LB -FT 74.9 =S provided OK S= 46.67 IN^3 346.3 = I Deflection = 0.458 1N =U 327 For Total Load Required U240 Deflection2 = 0.000 IN =U 450 For Live Load Required L/360 Fcp'= 458 PSI OK 1.50 In Bearing Length Fv'= 223 PSI OK Kanayo Lala, P.E. .............01/06/2013 PROJECT: Merrimack Townhouse AA Unit E -EE - 11014, 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 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 = 2nd Floor beam S3 supporting beams S1 & S2 15.00 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 S= 19.43 Cs= 40.00 PLF qs= 18.9 IN = U Cd= 1 55 PLF 1= 1 355 Cm= 1 18.90 PSF PSI OK 1.50 In Bearing Length Fv'= 7.5 FT OK 550 LB =TOTAL REACTION E= 29000000 PSI Fb= 24000 PSI 7.93 IN = d Fv= 16200 PSI Fc= 24000 PSI Fcp= 24000 PSI MOMENT= 2750 LB -FT MOMENT2= 36113 LB -FT 20.9 =S provided OK S= 19.43 IN"3 82.8 = I Deflection = 0.082 IN = U 259 For Total Load Required U240 Deflection2 = 0.846 IN = U 355 For Live Load Required 1-1360 Fcp'= 550 PSI OK 1.50 In Bearing Length Fv'= 8,119 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 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 U240 Deflection2 = 0.000 IN = U 634 For Live Load Required U360 Fcp'= 344 PSI OK 3.00 In Bearing Length Fv'= 275 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 R1 supporting roof only 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 PSULVL 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 L/240 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 PSULVL 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 U360 Fcp'= 630 PSI OK 3.00 In Bearing Length Fv'= 315 PSI OK WAN H• N 3� 0A% 0 a V 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 PSULVL ROOF PITCH - N:12 = MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT S= 46.67 IN A3 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 L1240 Required U360 cn=Kanayo, o, ou=Lala, 6H. " email=kana olala mail.c Y @g No. 3371[4£ 0m, c= U S ssro RL 2013.05.16 00:33:56 -04'00' 0 V 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 suaaortina 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". tY1°f cn=Kanayo, o, ou=Lala, 'MNAY0 H. emaikkanayolala@gmaik No. 337100 om, c=US �� �{ - 2013.05.16 00:33:36 -04'00' V 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 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 = MOMENT= 10749 LB -FT MOMENT2= 0 LB -FT S= 44.48 IN A 3 Deflection = 0.462 IN Deflection2 = 0.000 IN Fcp'= 390 PSI Fv'= 379 PSI 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 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 49.9 =S provided OK 230.8 = I = U 273 For Total Load = U 467 For Live Load OK 3.00 In Bearing Length OK Required U240 Required U360 " OF ri cn=Kanayo, o, ou=Lala, U emaikkanayolala@gmaik Nn. 33T10 -C 0M, c= U S .firm ALL 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 157.50 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 420.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 578 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD LBS FT Ra= 0 LBS 3609 LB =TOTAL REACTION TRIBUTARY WIDTH 10.50 LF E= 2000000 PSI JOIST/GIRDER SPAN 12.5 LF Fb= 2900 PSI WIDTH- IN 5.25 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH - N:12 = Fc-- 2700 PSI Fcp= 750 PSI MOMENT= 11279 LB -FT MOMENT2= 0 LB -FT 74.9 =S provided OK S= 46.67 IN^3 346.3 = I Deflection = 0.458 IN = U 327 For Total Load Required U240 Deflection2 = 0.000 IN = U 450 For Live Load Required U360 Fcp'= 458 PSI OK 1.50 In Bearing Length FV= 223 PSI OK of �YO cn=Kanayo, o, ou=Lala, KW H, L" email=kanayolala@gmail.c No. 33714' 'STEL , 0m, c= U S 1 - 2013.05.16 00:32:54 -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 S3 supporting beams S1 & S2 LOADS: DEAD LOAD 15.00 PSF 15.00 PLF Ce= 1 CF= 1.00 W/DRIFT SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 40.00 PLF qs= 18.9 Cd= 1 TOTAL LOAD 55 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 18.90 PSF POINT LOAD 7704 LBS 7.5 FT Ra= 4815 LBS 550 LB =TOTAL REACTION TRIBUTARY WIDTH 1.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 20 LF Fb= 24000 PSI WIDTH- IN 6.50 36KSI W8X24 7.93 IN = d Fv= 16200 PSI ROOF PITCH - N:12 = Fc= 24000 PSI Fcp= 24000 PSI MOMENT= 2750 LB -FT MOMENT2= 36113 LB -FT 20.9 =S provided OK S= 19.43 IN A 3 82.8 = I Deflection = 0.082 IN = U 259 For Total Load Required U240 Deflection2 = 0.846 IN = U 355 For Live Load Required U360 Fcp'= 550 PSI OK 1.50 In Bearing Length Fv'= 8,119 PSI OK OF cn=Kanayo, o, ou=Lala, KANAYO H. L" email=kana olala@ mail.c No. 337140 Y 0M, c= U S Euro al. 1< - 2013.05.16 00:32:37 -04'00' 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 PSULVL 11.25 ROOF PITCH - N:12 = 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 0.000 IN = U 368 For Live Load Required U360 FT 510 PSI OK 3.00 In Bearing Length 5350 LB =TOTAL REACTION 408 PSI OK E= 2000000 PSI Fb= 2900 PSI IN = d Fv= 285 PSI 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 L1240 Deflection2 = 0.000 IN = U 368 For Live Load Required U360 Fcp'= 510 PSI OK 3.00 In Bearing Length Fv'= 408 PSI OK of cn=Kanayo, o, ou=Lala, L U emaikkanayolala@gmaik No. 3371ac �r$>a = U S 0m, c Ebro L .. 1 2013.05.16 00:32:23 -04'00' r Kanayo Lala, P.E. .............04/12/2013 PROJECT: Merrimack Townhouse EE B - Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS 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 10.50 LF JOIST/GIRDER SPAN 12 LF WIDTH- IN 3.50 PSL/LVL 11.25 ROOF PITCH - N:12 = 9 MOMENT= 10820 LB -FT MOMENT2= 0 LB -FT S= 38.93 IN^3 Deflection = 0.338 IN Deflection2 = 0.000 IN Fcp'= 344 PSI FV= 275 PSI Roof Rafter Beam R3 supporting dormer roof 196.88 PLF Ce= 1 CF= 1.00 404.25 PLF Cq= 1 Cs= 0.00 PLF qs= 18.9 Cd= 1.15 601 PLF 1= 1 Cm= 1 18.90 PSF FT 3607 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 426 For Total Load = U 634 For Live Load OK 3.00 In Bearing Length OK Required U240 Required U360 j" of cn=Kanayo, o, ou=Lala, KANAY0 t� email=kanayolala@gmaik Na. 33714C 0M., C= U S 2013.05.16 00:30:36 -04'00' a ,D REScheck Software Version 4.4.4 Compliance Certificate Project Title: 130326_Trust Merrimack CompassPtB Energy Code: 2009 IECC Location: North Andover, Massachusetts Construction Type: Multi Family Project Type: New Construction Conditioned Floor Area: 2,127 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: 17 Construction Site: Owner/Agent: Designer/Contractor: Unit B1 North Andover, MA . W .. Compliance: 5.0% Better Than Code Maximum UA: 319 Your UA: 303 The % Better or Worse Than Code Index reflects how close 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 2x4 GARAGE WALL: Wood Frame, 16" o.c. 104 15.0 0.0 6 Door METAL FIRE: Solid 20 0.150 3 Wall 1 ST FLOOR 2X6: Wood Frame, 16" o.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 —Merrimack CompassPtB Report date: 05/15/13 Data filename: S:\Ebbeling_Ed\130326_Trust Merrimack CompassPt B\REScheck\130326 Trust Menimack_Comp Pagel of 8 assPt 13UnitB1.rck W 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 81 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—Merrimack—Comp Page 2 of 8 assPt B Unitl3l.rck LTJ 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 Pre4nspection/Plan Review Plans Verified Value Field Verified Value 7 Complies? Comments/Assumptions 103.2 Construction drawings and [Complies [PRI]' documentation demonstrate energy []Does Not Comply code compliance for the building []Not Observable envelope. 1 []Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy ❑Does Not Comply [PR3]' code compliance for lighting and ❑Not Observable � 0mechanical 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 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) 13 1 Low Impact (Tier 3) Project Title: 130326—Trust Memmack_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 UnitB1.rck W 2009 IECC Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1 Slab edge insulation R -value. R- R- ❑Complies See the Fnyalnna AccamhliPc table for [FO1]1 ❑ Unheated ❑ Unheated []Does Not Comply values. ❑ 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 402.1.1 Slab edge insulation depthAength. ft ft loComplies See the Fnvalnna accamnliac table for [FO3]1 ❑Does Not Comply IONot values. Observable ❑Not Applicable 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation I ❑Does Not Comply and extends a minimum of 6 in. below i ❑Not Observable grade. ❑Not Applicable 403.8 Snow- and ice -melting system ❑Complies [FO12]2 controls installed. ❑Does Not Comply ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (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_Memmack_Comp Page 4 of 8 assPt B UnitB1.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- OComplies See the Fnvatnna assamMas table for 402.3.4 []Does Not Comply values. [FR1)1 1[]Not ❑Not Observable Applicable 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies See the F_nvatnna Assamnras table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑Not Observable 402.5 [FR2]1 []Not Applicable �J 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 the default table. ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U- [Complies [FR8]1 space have a maximum fenestration []Does Not Comply 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 2) 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 AAMAIWDMA/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 a, labeled to indicate 2.0 cfrn leakage at ❑Not Observable 75 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 11 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 ❑Complies [FR13]1 handlers, filter boxes, and building ❑Does Not Comply cavities used as return ducts are []Not Observable sealed. ❑Not Applicable 403.2.3 Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply 19) []Not Observable []Not Applicable 403.3 HVAC piping conveying fluids above R- R- [Complies [FR17]2 105 OF or chilled fluids below 55 OF ❑Does Not Comply J 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 J ❑Not Observable []Not Applicable 403.5 Automatic or gravity dampers are [Complies [FR19]2 installed on all outdoor air intakes and 1 []Does Not Comply exhausts. ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1 2 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\130326Trust Merrimack CompassPt B\REScheck\130326_Trust Memmack_Comp Page 5 of 8 assPt B UnitB1.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 ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R -value. If this is a R- R- ❑Complies See the Envalong A.sspmhlias table for 402.2.4, mass wall with at least 1/2 of the wall ❑ Wood ❑ Wood '❑Does Not Comply values. 402.2.5 [IN3]1 insulation on the wall exterior, the exterior insulation requirement ❑Mass ❑ Mass ❑Not Observable R❑Not Applicable j applies. ❑Steel ❑Steel 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacture's instructions. ODoes Not Comply 9 ❑Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R- ❑Complies [IN8]' 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 ❑Complies [IN9]1 manufacturers Instructions. i ❑Does Not Comply ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]1 R -value of R-19 in Climate Zones 1-4, ❑Does Not Comply 1[1Not y and R-24 in Climate Zones 5-8. Observable ;[]Not Applicable 303.2 Sunroom ceiling insulation is installed ❑Complies [IN11]' per manufacturer's instructions. ❑Does Not Comply []Not Observable []Not Applicable Additional Comments/Assumptions: 111 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 6 of 8 assPt B UnitB1.rck 2009 IECC 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 Fnvathnr A.ccrmhUag table for 402.2.1, 30 is required, R-30 can be used if ❑ Wood ❑ Wood ❑Does Not Comply values. 402.2.2 [Fl1]' insulation is not compressed at eaves. R-30 may be used for 500 ft2 or 20% ❑Steel Steel ❑Not Observable (whichever is less) where sufficient []Not Applicable space is not available. 303.1.1.1, Ceiling insulation installed per [Complies 303.2 manufacturer's instructions. Blown ❑Does Not Comply [FI2]1 insulation marked every 300 ft'. ❑Not Observable IV []Not Applicable 402.2.3 Attic access hatch and door insulation R- R- ❑Complies [F[3]' R -value of the adjacent assembly. ❑Does Not Comply �J ❑Not Observable IC]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 [F117]' at 50 Pa. This requirement may ❑Not Observable instead be met via visual inspection, ❑Not Applicable in which case verification may need to occur during Insulation Inspection. 402.4.3 Wood-buming fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply 1, combustion air. []Not Observable []Not Applicable 403.2.2 Post construction duct tightness test cfrn cfrrr ❑Complies [FI4]1 result of 8 cfm to outdoors, or 12 cfm []Does Not Comply 3 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 j ❑Complies [F19]2 on forced air furnaces. []Does Not Comply i ❑Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [F110]2 heat pumps. [hoes Not Comply 9 i ,❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems ❑Complies [F111]2 have automatic or accessible manual ❑Does Not Comply controls. ' 10Not 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 [F119]3 pumps are present. ❑Does Not Comply J []Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover. []Complies [F120]3 Covers on pools heated over 90 °F I []Does Not Comply are insulated to R-12. ❑Not Observable []Not Applicable 404.1 50% of lamps in permanent fixtures ❑Complies [FI6]' are high efficacy lamps. []Does Not Comply ❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) pact (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 7 of 8 assPt B Unitl31.rck ,, 20091ECC Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not Comply 3. ONot Observable []Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [FI18]3 and water heating equipment have 1 ❑Does Not Comply been provided. ❑Not Observable Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1 12 IMedium Impact (Tier 2 1 3 Low Impact(Tier 3) Project Title: 130326—Trust _ Merrimack CompassPtB Reportdate: 05/15/13 Data filename: S:\Ebbeling_Ed\130326 Trust Merrimack CompassPt B\REScheck\130326_Trust Merrimack Comp Page 8 of 8 assPt B UnitB1.rck �J(2009 MEcc E-nargy Effidenc y C (BrUficate Wall 19.00 Floor 10.00 Ceiling 1 Roof 38.00 Comments: