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Building Permit #793-13 - 94 COMPASS POINT ROAD 5/20/2013
Permit N0: 2 / r`�; Date Issued: S 1210 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received I ' IMPORTANT: Applicant must complete all items on this pate I LOCATION PH PROPERTY OWNER Print 100 Year Old Structure yes o MAP NO: k) �a PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village ves no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ),New Building ❑ One family ❑ Addition V9�Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic 0 Well ❑ Floodplain [.Wetlands ❑ Watershed District Water/Sewer DESCRIPTION OF W RK TO RE PERFORMED: CCP Aec&iaj _ r�rt�.�► 2_ h)wr l r� 1 S'e k�txl -Ewes► unv Z 115 Identification Please Type or Print Clearly) OWNER: Name: Address: CONTRACTOR Name: TSS (OC. Phone: 5041) `3Z_09731 Address: YC (0 .LS Supervisor's Construction License: (�,� OCf 3Sg1 Exp. Date: Home Improvement License: l Li3`1 Sd Exp. Date: z ARCHITECT/ENGINEER U"M0 �LC\ Phone: Gild STS Z - Address: a4on MI Reg. No. 32? -1 ko— FEE SCHEDULE: BOLDING PERMIT: $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ 71 F7S� D0 FEE: $ 00 Check No.: '7lp� © Receipt No.: Zc��kz Z NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owne Signature of contracto Plans Submitted ❑ Plans Waived 0 Certified Plot Plan Stamped Plans M Location C6' No. .2!/J -17 Check # % 7 0 Date 2 /,,/ 17 TOWN OF NORTH ANDOVER Certificate of Occupancy $ A.1 Building/Frame Permit Fee $Z r — Foundation Permit Fee $ Other Permit Fee $ TOTAL 26422 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 COMMENTS HEALTH COMMENTS Reviewed on —t? " Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes . panning Board Decision: Comments Conservation Decision: Commentts !!Vater & Sewer Connection/Signature & Date J/, DPW Tore: ]Engineer: Signature: FIRE DEPARTMENT - Temp Dur Located at 124 Main Street Fire Departmetit signature/date COMMENTS t. r' -/ 3- /3 q' Driveway Permit Located 384 Osaood Street npster on site yes no 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.$10041000 fine NOTES and DATA — (For department use ® Notified for pickup - Date I Doe.Building Permit Revised 2010 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract o Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ 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.Buil ing Permit Revised 2012 CERTIFICATE OF USE & OCCUPANCY TOWN OF NOR'S'E[ ANDOVER Building Permit Number 793-13 on 5/20/2013 Date: December 26, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 94 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 94 Compass Point North Andover, MA 01845 Building Inspector Fee: Pre Paid $100.00 Receipt: 26422 Check: 7670 ON THIS 3RD CONTROL CONSTRUCTION FINAL REPORT 107.6.4 DAY OF DEC 13 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 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 SUB MITTED, AND THAT THERE ARE NO VIOLATIONS OF LAW. I, AS THE AFFIDAVIT ENGINEER AND/OR ARCHITECTHEREBY CERTIFY THAT IHAVE ON 'IHTS 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 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: ,L 6o2. G k JANE P. SHERIDAN W Notary Public Commonwealth of Massachusetts My Commission Expires October 2, 2020 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION � `: ,e„•lit �RSSgcHus�BUILDING PERMIT #—I q 3 ' I ADDRESS/LOCATION OF PROPERTY: q9 CJpM&4 S MapI 0 Parcel —�3 Lot Number Ll N SUBDIVISION: M Pc< MCLGIL C;o of � S DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: _FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REOUIRED 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..��[, (1C• ��M l�Gr�oW Address: PO jC a 5 �fkorl mG. b 15(oD ROUTING TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIEW CONSERVATION (-3 J44 - PLANNING ❑ DPW -WATER METER Cl' 13 SEWER CONNECTION C� DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST SIGNATURE File: Application for OC form revised Jan 2007/2011 CO) m X m ;a Im F) < 0 o v as _ D O � O �D 0 `° -t m a NZ o �� 10 O a; CD u, Ch Oo •�Q. O rn �< CD 00 _ n CCD u0i C N N S. D 0 CD 2 �• O Q •t ICD -D1 �' O SCL CO �••� v, c W � CD O Z Q- -i o CL 0 o � 0U) ID o .a co RZ o O m o � C=D cr Q.. 0 Cl) COL COL CA CL cn CD CL ap0 _� �Z C �UD CD O O Z " NCD �000ua CnZ '� CD _ v Vs' --j CL CD Ity06. CO SCD b Cl) I CD . . rt N O W: Cl) m .� Z CD C'1 0 Oc) .� CD D co CD -0 O n : c O �' rt O o CLC (n V) 00 T Zu 9 O p O 7 N pc ,-r I S p T N A >' fD p N C -n A O p pCq 3 (i � T S O 3 O N T fD O Q A \ K oZ-G T �• v `�' �• , n C W \� C \ \ Z = W m Z .� Vn n Z O tMO W \. O � • TOWN OF NORTH ANDOVER GAS INSPECTION NO�TN•� C C (o 2 T T DATE IN ECT R NETC 0^1 A S� LOT NO. PERMIT NO. FIXTURES 1UC- O CO) m m m y m CO) m v C � N n 0 O CD 0 ZCD N CL�a. �O cam. vii 0 vC CL Cr CD CCD O CD Q O cn y. CO CCD � v U) O CD 0 0 .-r O CD a C CD ;4 1 v M O 2 pOq s j' _S O C :3 rD C T G un m 1 �W z 'D M •v m C) cn X 0 M z Cl) 56 ;u m - coo• n �Z O 0 � �o c N,2 Z. - Z G) y -moi O r_ O CD N O' c0 O W CL to X 0 co 2. cn N 3 O < r y r -DL. m o �o in a; C• 0 0 0 .�C m s N SD� v, 0 cD CD D Q. 0) N C O O O ,nF (Q Q. � y o O O n N ::,,N S n ! CD V o l .. co S �•"' i Q N V CO 0 L — N CD CD CD K CD U) r 'COD 0 f�/l C-) •� 00 rt G g � to o c sem: C CD m CA CA m CO's D CD CD -0 n' O O CL O ,"IM, y 0 rr O C O CD 3 (D z 1 >• N p N M O 2 pOq s j' _S O C :3 rD C T G un m 1 �W ,"IM, y 0 rr O C O CD 3 (D z S. O UQ s i•1� >• N p N M O 2 pOq s j' _S O C :3 rD M O 'O a. Ln T G un m 1 �W M •v m C) X I 0 c m TOWN OF NORTH ANDOVER GAS INSPECTION ' Mo�iN•,N . O t 13 T T DATE IN ECT R 1 I REET _' ¢(� 7. 0. A � C LOT NO . PERMIT NO. FIXTURES 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 1.1 cS`y� OF ,y�,•_ KANAYD LALA No. 337140 �fbF Af-ISTE�����'� < •Essro it 1_ Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE KL 13000 �:A 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 [:1:VW111i Dz Vz k -ft My Mz /\\\k -ft -.094 at 1.453 ft fa j ksi -1.966 at 0 ft 5.285 at 3 ft fc ksi in k k -ft ft 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 ahel F rkcil r; rkcil Nu Therm MF Densitvrk/ft Yielrirksil Rv Furksil Rt 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1 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 A500 Gr.42 29000 11154 .3 .65 .49 42 1.5 58 1.2 5 1 A500 Gr.46 29000 11154 1 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Joint Coordinates and Temperatures I Thal X rftl v MI 7 rftl Tamn rFl rlatne h Frnm rlinn 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 1 4.5 1 3 1 0 1 0 Member Primary Data I nhal I .Inint .1 .Inint K.Inint Rntate(rien) Sectinn/Shane Tvne Desinn I ist Material Design Rules 1 M1 N2 N5 TU4X2.5 Beam I Tube A500 Gr.46 Typical 2 M2 N2 N1 90 TU2X2.5 Beam Tube A500 Gr.46 Typical 3 1 M3 N3 N4 TU2X2.5 Beam Tube A500 Gr.46 Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Ma nitude k/ft F End Maanituderk/ft.Fl Start Locationrft,%l End Location ft 1 Mi I Y -.015 1 -.015 1 0 1 0 Member Distributed Loads (BLC 2: SL) Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft.Fl Start Locationfft,%l End Location ft 1 Mi I 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,%l End Location ft 1 Mi Y 1 -.06 1 -.06 1 0 1 0 Load Combinations 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 r W+ I ok-1 Y ri i V rill 7 rill AAV n. W AA- 1..m 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 r- M. -k- I �kol Cn .. r;-1 . r; -i - r:-1 n_a_a_r-_tel i_7 i c. 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 0 NC NC 7 2 1 0 0 -.012 0 NC 2926.831 8 3 0 0 -.03 1 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 1 3 -.029 .004 0 0 3357.691 NC 14 1 4 -.03 -.021 0 0 1154.285 NC 15 F5 -.031 -.05 0 1 0 646.365 NC Member Section Forces 1 (: �Acmhcr I �hcl Ce A-;..lrl.7 . Cr,.,...ri.l Cr......rin 'r,......,, ri. ui . RA_ _ AA_ Member AISC 14th(360-10): ASD Steel Code Checks (Bv Combination) I r RAcmhcr Chino 1 Ir' 11A- I -mi C1,.,... 1 Ir' 1 --r441 n;. o....i,,..., nn m -i....., nn 1 3 M1 HSS4x2.5x2 .295 0 .076 0 v 32.445 39.114 2-. 1 2.317 H1 -1b 2 3 M2 HSS2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 1 H1 -1b 3 3 M3 HSS2.5x2x2 .227 0 .011 0 21.465 26.333 1.593 1.857 11.716 H1 -1b ®--© iii �i• ���® Member AISC 14th(360-10): ASD Steel Code Checks (Bv Combination) I r RAcmhcr Chino 1 Ir' 11A- I -mi C1,.,... 1 Ir' 1 --r441 n;. o....i,,..., nn m -i....., nn 1 3 M1 HSS4x2.5x2 .295 0 .076 0 v 32.445 39.114 2-. 1 2.317 H1 -1b 2 3 M2 HSS2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 1 H1 -1b 3 3 M3 HSS2.5x2x2 .227 0 .011 0 21.465 26.333 1.593 1.857 11.716 H1 -1b of KL MA I A cn=KL MA, o=KANAYO LALA, ou, Na nno.0 N a�E° email=KANAYOLALA@GMAIL.COM, c=US fpm At / 2013.02.22 16:54:42 -05'00' RISA -3D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2 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 ss Point, Units B 1, B , 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, WORK IN 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 RELATEDIssUES: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 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 CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDING CODE SECTION REPORT NO: Nine B1dg.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 Merrimack Condominiums PROJECT NAME OR NUMBER: 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 C 1, C2, TOWN/CITY: Nortb Andover, A WORK: GENERAL CONTRACTOR: TRUST CONSTRUCTION CORPORATION CONSTRUCTION SUPERINTENDENT: Timothy Barlow LICENSE # CS 059359 DATES COVERED: August 14 through August 22, 2013 CONDITIONS: Sunny Summer Day - 82F Buiding "A" framing is 100% complete. The insulation and G" 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 A,, of c� YANAYO d. H LALA No. 33710C �ti�'�27SiE4 �� f 10 AL 1� DATE: August 22, 2013 O� NOi TH '�H # a S pr, i �J7 °4r.. rrMi49 SSMCNUSE CERTIFICATE OF USE & OCCUPANCY Building Permit Number 793-13 on 5/20/2013 Date: December 26, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 94 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 94 Compass Point North Andover, MA 01845 Building Inspector Fee: Pre Paid $100.00 Receipt: 26422 Check: 7670 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 94 Compass Point 793-13 on 5/20/2013 New 3 Bedroom Condo with Garage KANAYO LATA P.E. BSCE, M_ASCE, M.NSPE, M.SEI, M.LE.(India), MAWS, M.ACI.M.ICC FOUR WEST ROAD ACTON, MA 01720 LIC.# 33710-C(MA), 9227M, 84611(NM, 32768(VA), 7736(VT https:Hsites.google.com/site/kangyolalape/ 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 Bl, 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 KAWYO H. LAL� M 170. 397160 �yfCISiER°��� Ewa u Kanayo Lala PHONE (978) 337- r.nr.A kanayolalangmail.com U P L A N D OPEN SPACE U P L A N D OPEN SPACE --0—. 1.1 . a, kt-A I i 6asr. OWE r� N.-. Zlsk `�. t CERTIFIED PLOT PLAN $01001 wanamum WOM �y W= m cAma Om mm mt . na " 1.t nm n= C'r. 'M: F T= AS MW rtJ' Y VDAM NY SUMMI= M MWIMOV u . vnwcrimk M �r� � . °"`�a 0100- PWMM DOT TIS WMMnM SKfiO HS MW =MYMY FLM== VY' Tim avm m = rim Q CIMM FW MERRIMAC CONDOMINIUMS e .+ ROUTE 114, NORTH ANDOVER, MASS. Fars S..t. PROJECT NO: MAND13 SCALE, 1'x40' c W RN:A ` 1 DRAWN BY, PCG DATE, 3!9/13 ;�� s CHECKED BY, SC SHT, 1 t1,t��%J' REVIUSEIb OF, 1 owNuviffumom 011 loni Mem IRM..- MURRY. IN cm 3 1-11 uw.n ". - FLU t0stmw U P L A N D OPEN SPACE U P L A N D OPEN SPACE --0—. 1.1 . a, kt-A I i 6asr. OWE r� N.-. Zlsk `�. t CERTIFIED PLOT PLAN $01001 wanamum WOM �y W= m cAma Om mm mt . na " 1.t nm n= C'r. 'M: F T= AS MW rtJ' Y VDAM NY SUMMI= M MWIMOV u . vnwcrimk M �r� � . °"`�a 0100- PWMM DOT TIS WMMnM SKfiO HS MW =MYMY FLM== VY' Tim avm m = rim Q CIMM FW MERRIMAC CONDOMINIUMS e .+ ROUTE 114, NORTH ANDOVER, MASS. Fars S..t. PROJECT NO: MAND13 SCALE, 1'x40' c W RN:A ` 1 DRAWN BY, PCG DATE, 3!9/13 ;�� s CHECKED BY, SC SHT, 1 t1,t��%J' REVIUSEIb OF, 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 UPERVISED 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 -)AD 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 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 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 MY COMMISSION EXPIRES: U6L'-'euill ,,i, '2 O,;L C) JANE P. SHERIDAN * Notary Public C0111mOnwealth of Massachusetts � My Commission Expires October 2, 2020 2013 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.G 793 13 400 Osgood Street, N Andover, MA Bldg.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 C1, C2, C3 & C4 Compass Pomt, mts 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 23 through October 23, 2013 CONDITIONS: Cool Fall Day - 56F Buiding "B" framing is 95% complete. The roofmg 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 buildinlas 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 DATE: October 23, 2013 LNA M "no -C D AL 1� CONSTRUCTION CONTRACTOR REPORT MASSACHUSETTS BUILDINGCODE SECTION REPORT NO: Ten TO: Building Commissioner- Permit Number B1dg.B - 790-13, 791-13, 792-13, 793-13 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 C1, C2, C3 & C4 Compass Point, Units 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 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 to Of DATE: ARCHITECT OF RECORD: Kanayo Lala f DATE: October 23, 2013 YO H. LALA No. 33710-0 AL L _ l� JW W x DZ cr O mC N Y \ O LLN N (n U O. d Z z m C O "O 7 LLL L O K C E U LL CL z m J a L OC LL W a z V u J W L d' V > N LL O a z L =3 d' LL z W CLQ W p LU LL v CO z a1 L j + Y O N ct` uj z 2 z m to z W w CLX LLIW CL 'N C O o V •� L �. D Qi Q y.. o O c (n V Q CD _ d � w t 0 o = • C t'0 O o ec W J °' m a N > o CcC H a' o� 0 ``: m E *- o o CL cm c O o G1 � CL m o== Q L L R •O CD N ID co O y 1E W = - r O o %'- 0 o � y w .O Z w �E � +r . ��_� O WL 5 Q V a) .— L O N .r U) d > y= C -oo O t n. o V > 2 z m to z W w CLX LLIW CL 'N U P L A N D OPEN SPACE EMS'T ING FOUNQAMN BUILDING OX U P L A N D OPEN SPACE &S urs jn PROPOSED BUILDING T CERTIFIED PLOT PLAN `r w arm = nffDm MOM" wit " EMMM MW AW UM ail nW &W OM, v�m0l.a MYz �sn�M�Ua Ms COMM= = "w-TRmaFaVAML NO n Fumn wx err+ nm PR[rV' M UAT THE 1HF11aMnM UlVM MS EMN MUMMY FUWdV0 VY Inc ovku Til no nmx bk4Lwl-. F ItchlDATION .AS -BUILT.,BUILDING '"B°` AV= CL GOMM PW MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS, PAM.c.z. �M� PROJECT NO, NAND13 SCALE, V-49' �. c , DRAWN BY, PCG DATE, 5/9/13 CHECKED BY, SC SHT, 1 REVIUSED, QF, 1 uwwut4v"jQw 0, EM Huamm n3uar=Imal' ThlilCiftlEi4. W am » WAV a LOr to IOW -03 0.0 ' � otriutn�,r U P L A N D OPEN SPACE EMS'T ING FOUNQAMN BUILDING OX U P L A N D OPEN SPACE &S urs jn PROPOSED BUILDING T CERTIFIED PLOT PLAN `r w arm = nffDm MOM" wit " EMMM MW AW UM ail nW &W OM, v�m0l.a MYz �sn�M�Ua Ms COMM= = "w-TRmaFaVAML NO n Fumn wx err+ nm PR[rV' M UAT THE 1HF11aMnM UlVM MS EMN MUMMY FUWdV0 VY Inc ovku Til no nmx bk4Lwl-. F ItchlDATION .AS -BUILT.,BUILDING '"B°` AV= CL GOMM PW MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS, PAM.c.z. �M� PROJECT NO, NAND13 SCALE, V-49' �. c , DRAWN BY, PCG DATE, 5/9/13 CHECKED BY, SC SHT, 1 REVIUSED, QF, 1 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS -059359 TDIOTHY MB�RI.OW PO BOX 12 s s I S GRAFTON;MA 01560 ! Expiration Commissioner 01/24/2014 ate\ Office of Consumer Affairs & Bsiness Regulation ° HOME IMPROVEMENT CONTRACTOR I Registration ,�143758 Type: Expi ration n7/9F2014 DBA } 1 BA LOW BUILDING }Jh TIM BARLOW_� 13 DEPOT STii, cl S.`sr-AF'T'ON, MA 01580``u Undersecretary ..,., ACORV CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 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(es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE FAX 508) 987-7152 (508 987-7122 A/ N E-MAIL ADDRESS: Tom@ coonaninsurance . com INSURE S AFFORDING COVERAGE NAIC# INSURER A: Travelers INSURED INSURER B: TJK, .Inc. INSURER C: PO Box 12 INSURER D South Grafton, MA Q1560 INSURER E: INSURER F: 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 ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MIDDY POLICY EXP MM/DDIYYYY LIMITS A GENERALLIABILITY I -680-335M170-3-12 11/3/12 11/3/13 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTEDDccurrencM $ 300,000 CLAIMS -MADE FxI OCCUR MED EXP (Arty one person) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIESPER PRODUCTS - OOMP/OPAGG $ 2,000,000 X POLICY PRO - JE T El LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a accident $ BODILY INJURY (Per person) $ ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ acPROPERTY DAMAGE $ identt (perc NON -OWNED HIREDAUTOS _ AUTOS UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION$ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITYDRYT" ANY PROPRIETORIPARTNERIEXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory in NH) NIA IE -UB -9914N01-3-13 1/26/13 1/26/14 X I WCSTATU- OTH- 1 E.L. EACH ACOoENr $ 100,000 E.L. DISEASE -EA EMPLOYEE $ 100 , 000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is regdred) �►1I I L9-1I� Town of North Andover 1600 Osgood Street North Andover, MA 01845 ACORD 25 (2010105) Phone: SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEIJVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Davis © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Fax: E -Mail: t. 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 2306.2.1 (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 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 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 PSL/LVL 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 IJ360 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 A 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 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 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 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 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^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 L/360 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 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 0360 Fcp'= 344 PSI OK 3.00 In Bearing Length FV= 275 PSI OK 1 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 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 1 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 0240 Deflection2 = 0.000 IN = U 379 For Live Load Required U360 Fcp'= 630 PSI OK 3.00 In Bearing Length Fv'= 315 PSI OK M14N kA. N° 33�AN 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 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 A 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 U360 �cn=Kanayo, o, ou=Lala, I��A�I� email=kanayolala@gmail.c 10.3.1710.0 , V OM,, c=uS /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 - GIRDERSMOISTS /RAFTERS Attic beam A3 supporting Floor Joists 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 PSULVL ROOF PITCH - N:12 = MOMENT= 19136 LB -FT MOMENT2= 0 LB -FT S= 79.18 IN"3 Deflection = 0.893 IN Deflection2 = 0.000 IN Fcp'= 324 PSI Fv'= 153 PSI ALTERNATE XIZE 2 - LVLs 16". 157.50 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 315.00 PLF qs= 18.9 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 131.6 =S provided OK 625.2 = I = U 242 For Total Load = U 363 For Live Load OK 1.50 In Bearing Length OK Required 0240 Required U360 zNoIF cn=Kanayo, o, ou=Lala, `MNAY* LH. &A w email=kanayolala@gmail.c 14o. 337140 � �1$C% om, c=US a 1. 2013.05.16 00:33:36 -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 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 = 325.00 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 S= Cs= 455.00 PLF qs= 18.9 0.462 IN = U Cd= 1 780 PLF 1= 1 467 Cm= 1 18.90 PSF 390 PSI OK 3.00 In Bearing Length Fv'= FT OK 4095 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 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 L/360 Fcp'= 390 PSI OK 3.00 In Bearing Length Fv'= 379 PSI OK HANAYO H. LALA No. 337160 °wf0 Int cn=Kanayo, o, ou=Lala, email=kanayolala@gmail.c om, 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 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 IN = U 327 For Total Load Required U240 Deflection2 = 0.000 IN = U 450 For Live Load Required 0360 Fcp'= 458 PSI OK 1.50 In Bearing Length Fv'= 223 PSI OK cn=Kanayo, o, ou=Lala, IUINAYi � LAAU � email=kanayolala@gmail.c No. 33710-C . QST 0m, c=US fo aL 1 :.• 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 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^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, VANAYO email=kana olala@gmail.c Na. 337140 Y J /ST om, c=US Itl. 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 = 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' u 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 16.00 LF JOIST/GIRDER SPAN 21.67 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N :12 = 9 Roof Beam R2 supporting roof 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 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 OF �M?AYO cn=Kanayo, o, ou=Lala, U% ` email=kanayolala@gmail.c No. 33710.0 GiI Tti o m, c= U S rta RL :� 2013.05.16 00:32:08 -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 Rafter Beam R3 supporting dormer roof 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 L/360 Fcp'= 344 PSI OK 3.00 In Bearing Length Fv'= 275 PSI OK KANAYOf' +y cn=Kanayo, o, ou=Lala, I`I emaikkanayolala@gmaik 0M., c= U S E rO AL <' 1�. ; 2013.05.16 00:30:36 -04'00' 0 CREScheck Software Version 4.4.4 �(J 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: 2,144 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6322 Climate Zone: 5 Permit Date: 5 Construction Site: Unit B4 North Andover, MA Owner/Agent: Compliance: 3.1% Better Than Code Maximum UA: 326 Your UA: 316 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-oode home. Envelope Assemblies Designer/Contractor: Floor SLAB: Slab-On-Grade:Unheated 21 10.0 16 Insulation depth: 2.0' Wall LOWER LEVEL 2X6 EXT: Wood Frame, 16" o.c. 168 19.0 0.0 5 Door SLIDER: Solid 40 0.290 12 Door 15 LITE BACK: Glass 40 0.300 12 SHGC: 0.00 Wall SEPARATION 2X6: Wood Frame, 16" o.c. 648 19.0 0.0 39 Wall 2X4 GARAGE: Wood Frame, 16" o.c. 280 15.0 0.0 20 Door METAL FIRE: Solid 20 0.150 3 Floor ABOVE GARAGE: All -Wood Joist/Truss:Over Unconditioned Space 560 30.0 0.0 18 Wall 1ST FLOOR 2X6: Wood Frame, 16" D.C. 464 19.0 0.0 20 Window DH: Vinyl Frame:Double Pane with low -E 27 0.290 8 SHGC: 0.00 Window BAY: Vinyl Frame:Double Pane with Low -E 28 0.270 8 SHGC: 0.00 Door SLIDER: Glass 80 0.290 23 SHGC: 0.00 Wall 1ST FLOOR SEPARATION: Wood Frame, 16" D.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 CompassPtB\REScheck\130326 Trust_Merrimack Comp Pagel of 8 assPt B UnitB4.rck Window DH: Vinyl Frame:Double Pane with low -E 95 0.290 28 SHGC: 0.00 Wall 2ND FLOOR SEPARATION: Wood Frame, 16" o.c. 488 19.0 0.0 29 Ceiling ABOVE 2ND FLOOR: Flat Ceiling or Scissor Truss 803 38.0 0.0 24 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Project Notes: Unit 134 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 B UnitB4.rck N REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 20091ECC Pre4nspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies [PR1]l documentation demonstrate energy I ❑Does Not Comply code compliance for the building '❑Not Observable envelope. I ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation demonstrate energy i ❑Does Not Comply [PR3]1 code compliance for lighting and ❑Not Observable 4� mechanical systems. Systems serving. []Not Applicable multiple dwelling units must demonstrate compliance with the j 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 Roes 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) 3 1 Low Impact (Tier 3) 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 3 of 8 assPt B UnitB4.rck 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 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]' []Not Observable []Not Applicable 402.1.1 Slab edge insulation depthAength. ft ft ❑Complies See theFSP AsQPmhuPac�PmhuPs table for [FO3]' ❑Does Not Comply values. ❑Not Observable []Not Applicable 303.2.1 A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation ❑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. i ❑Does Not Comply J ❑Not Observable []Not Applicable Additional CommentslAssumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact(Ter 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_Menimack_Comp Page 4 of 8 assPt B UnitB4.rck 20091ECC 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 FnVPInns A.ccamhliPc table for 402.3.4 9❑Does Not Comply values. [FR1]' IONot ❑Not Observable 4J Applicable 402.1.1, Glazing U -factor (area -weighted U- U- ❑Complies See the Fnval ;nw accem6iles table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, ❑Not Observable 402.5 402.5❑Not Applicable 303.1.3 U -factors of fenestration products are ❑Complies [FR4]' determined in accordance with the I ❑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]' 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 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 1-11 labeled to indicate 2.0 cfm leakage at y ❑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 iONot 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 19 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. i ❑Does Not Comply '1 I '❑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 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 ❑Not Observable ❑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: 1 High Impact (Tier 1) 2 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—Merrimack—Comp Page 5 of 8 assPt B UnitB4.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 J ❑Not Observable []Not Applicable 402.1.1, Floor insulation R -value. R- R- ❑Complies See the Envelnne Asvwmblias table for 402.2.5, ❑ Wood ❑ Wood []Does Not Comply values. 402.2.6 ❑ Steel ❑ Steel ❑Not Observable [IN1]l []Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions, and in []Does Not Comply [IN2]1 substantial contact with the underside []Not Observable of the subfloor. []Not Applicable 402.1.1, Wall insulation R -value. If this is a R- R- '❑Complies See the Fnvel :ne Assemblies table for 402.2.4, mass wall with at least % of the wall ❑ Wood ❑ Wood I❑Does Not Comply values. 402.2.5 insulation on the wall exterior, the ❑ Mass ❑ Mass []Not Observable [IN3]' exterior insulation requirement ❑ Steel ❑ Steel []Not Applicable applies. 303.2 Wall insulation is installed per mplies [IN4]1 manufacturers instructions. ❑Does Not Comply j ❑Not Observable []Not Applicable 402.2.11 Sunroom wall insulation has a R- R- []Complies [INS]' minimum R -value of R-13. New walls ❑Does Not Comply 9 separating the sunroom from ❑Not Observable conditioned space must meet code []Not Applicable requirements. 303.2 Sunroom wall insulation installed per ❑Complies (IN9]' manufacturers Instructions. ❑Does Not Comply ❑Not Observable ❑Not Applicable 402.2.11 Sunroom ceiling minimum insulation R- R- ❑Complies [IN10]' R -value of R-19 in Climate Zones 1-4, []Does Not Comply i[3Not 19 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 2 1 Medium Impact (Tier 2) 13 1 Low ImpactTier 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 Unit64.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 FnvPl ;ne Accamhlies 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 ❑Complies 303.2 manufacturer's instructions. Blown ❑Does Not Comply [FI2]' insulation marked every 300 ftp. ❑Not Observable .911 ❑Not Applicable 402.2.3 Attic access hatch and door insulation R- R- Complies [F[3]' [F[3]1 R -value of the adjacent assembly. j❑Does Not Comply i❑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 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 outdoorl ❑Does Not Comply J combustion air. ❑Not Observable i []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 handier. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [17I9]2 on forced air furnaces. ❑Does Not Comply J []Not Observable []Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [Fl 10]2 heat pumps. ❑Does Not Comply J ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water systems ❑Complies [Fl11]2 have automatic or accessible manual ❑Does Not Comply controls. ❑Not Observable []Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [Fl 1213 for swimming pools. []Does Not Comply []Not Observable []Not Applicable 403.9.2 Timer switches on pool heaters and i ❑Complies [FI19]3 pumps are present. ❑Does Not Comply {aj []Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ❑Complies [F120]3 Covers on pools heated over 90 OF I ❑Does Not Comply 1�9 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 lgj ❑Not Observable []Not Applicable 1 I High Impact (Tier 1) 12 1 Medium Impact(Tier 2) 3 1 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 7 of 8 assPt l3Unitl34.rck 2009 IECC Final Inspection Provisions Plans Verified Value Field Verified Value TComplies? Comments/Assumptions 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does 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. i ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: 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 8 of 8 assPt B UnitB4.rck 2009 MCC Energy Eff co sncy Oerof cac e Wall 19.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments: