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HomeMy WebLinkAboutBuilding Permit # 3/20/2015 BUILDING PERMIT of Oo oT" TOWN OF NORTH ANDOVER 0 APPLICATION FOR PLAN EXAMINATION -T Permit No#: Date Received � ��SSgcwuED S�R�� Date Issued: v 1'� IMPORTANT: Applicant must complete all items on this page ti Pnnt PROPERTY OWNER Pnnt 100 Year Structure yes q PARCEL ZONING DISTRICT. Historic District 77,77", v , Machine Shop Village yes <. TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential [ New Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other aseptic, ❑Well Floodplain; �" Wetlands" � ` � �-0 Water=shed District Mater, ewer, : DESCRIPTION OF WORK TO BE PERFORMED: Identification- Please Type or Print Clearly OWNER: Name: Phone:Phone: q1 t (45 Address: < \oUJ L Yl Contractor Name: t, .i Y: ,Phone: ', < Address: e �5t Supervisor's Construction License (� Exp Dater-(( � r Home Improvement License.; , Exp-,"',-' p, " ate ARCHITECT/ENGINEER � �I 7L) Lam, Phone:—q-716 3:1 5-45 a Address: lkdr �a 0(!:�C) !� Reg. No. � 71 - FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. ' S Total Project Cost: $ FEE: $ Check No.: �I 7 , Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access o the g aranty fund Signature of Agent/Owner Signature of contract e � Plans Submitted Plans Waived Certified Plot Plan Stamped Plans El TYPE OF SEWERAGE DISPOSAL Public Sewer 0 Tanning/Massage/Body Art Sw'nuning Pools Well El Tobacco Sales Food Packaging/Sales El Private(septic tank,etc. Peimanent Duinpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed on "5 Signature COMMENTS. ' — u HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Denision/remsiptaubmitted yea____ Planning Board Decision: Comments -Town of Andover No. t _ h verypl ass O lAl(f � COCNIC hl WICKR x,95 RATED I�Pa`.�'�5 U BOARD OF HEALTH Food/Kitchen P'E IT T LD Septic System THIS CERTIFIES THAT ,,,,,,,, BUILDING INSPECTOR ......... . `. .... ..,........................................ (.-,, /) Foundation has permission to erect .......................... buildings on .... .. .......C.eft'PI"o.... .. 1 q.7.......�„ Dv r Rough to be occupied as . ............S... .C' ?!! !...�.. /�:-.D ...y......�.- Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRCTIO S TS Rough Service ................................................................................ Final BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Buildinz Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. r SLOG T t f> '0,'* a f: BLD "W o.s 3 CERTIFIED PLOT PLAN & - U.rZ NTtXXD W-CWW-M PL" FUR file . THE ,. TTM AS SMVX DWS NOT T& THIS PLM IS Wt M CT FENCES, aTWI AWD-LARY VA KM STRUCTURES, DR FUR L L IT TWS q TI I 7 I TA,q ARE, I I WITH �. €OT PFMVI r PATMOC C. ONVAM KS ATE 114, NDRTH ANDOVER, MASS, PROJECT NOt NAND13 SCALES 1'=40' DRAWN BYE PCG T � 1/21/15 CHECKED ( C HI) I ` 'ICx { OFt �coR®® CERTIFICATE LIABILITY INSURANCE DATE(I�/DdYYYY, 2/10/15 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemenf(s). PRODUCER CONTACT NAME: Coonan Insurance Agency, Inc. PHONE FAX (508 987-7122 No: (508) 987-7152 267 Main Street AD�SS: cindv@coonaninsurance.com Oxford, MA 01540 INSURENS)AFFORDING COVERAGE NAIC# INSURER A:Travelers INSURED INSURER B: TJK, Inc. INSURER C: PO BOX 12 INSURER D: South Grafton, MA 01560 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. _ ILTR TYPEOFINSURANCE INSRL WVDR POLICY NUMBER PMDDNYY P0/UDCDYYYIYXP I LIMITS A GENERALLIABILITY 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 }{ COMMERCIAL GENERAL LIABWTY DAMAGE,SETO RENTED $ 300 000 CLAIMS-MADE OCCUR MED EXP(Any ore person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCT'S-OOMP/OPAGG $ 2,000,000 X POLICY PROT LOC $ AUTOMOBILE LIABILITY COaBcINEEDISINGLE LIMIT(Ea $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS eraccident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ '.. A WORKERS COMPENSATION IE-UB-9914N01-3-15 1/26/15 1/26/16 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIEfOR/PARTNERIEXECUTIVE �Y/N NIA E.L.EACH ACU DENT $ 100,000 OFFICERIMEMBER IXCLIAED? " (Mandatory in NH) E.L.DISEASE-EA RAPLOYEEJ$ 100,000 Ifyyes describe under DES6RIPTIONOFOPERATIONSbelow E.L.DISEASE-POLICY LIMIT I$ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street North Andover, MA 01845 AUTHORIZED REPRESENTATIVE Cindy Davis ©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: tdbuildinq@aol.com ic safety Board of BufldiWW RW�guW� and ����� /j �Y`pu�pr��v, a 0p�u�ra °,aWgirz a e'm�xa,a 10 , I JcenseCS-059359 p,O.BOX#12 f( t �l Expo atiml 4»apWaWaw`vfl�m,»�a°sorsa*�' t l zAt a'raarcrvM raca+ xtx-car R ►ation �..�.,^.t.tTOA( TOK M-IMPROVEiviEN1 �,t..,,. ' love. v ry -t-,n 711.4f206 ., t r,t III r'lim , I IIVI pf�i♦t-+1•• , r, nr n/1T RT _ ` Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Attic Beam Al Supporting Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd=1 TOTAL LOAD 461 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB-FT MOMENT2= 0 LB-FT 49.91 =S provided OK S= 34.36 IN^3 230.84 = Deflection= 0.466 IN =U 309 For Total Load Required U240 Deflection2= 0.000 IN =U 463 For Live Load Required 0360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK �N OF r KANAYO H LALA � N No.337140 ���f5�o►SnL Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERSMOISTS/RAFTERS Attic Beam A2 Supporting Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd=1 TOTAL LOAD 461 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 2768 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 8303 LB-FT MOMENT2= 0 LB-FT 49.91 =S provided OK S= 34.36 IN^3 230.84 =I Deflection= 0.466 IN =U 309 For Total Load Required U240 Deflection2= 0.000 IN =U 463 For Live Load Required 0360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK OF KANAYO H. LALA N No.33710-C �FS�10 0.l Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Attic Beam A3 Supporting Attic Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF=0.98 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 30.00 PSF 307.50 PLF qs= 29.10 Cd=1 TOTAL LOAD 461 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4209 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 14 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 19203 LB-FT MOMENT2= 0 LB-FT 114.33 =S provided OK S= 79.46 IN^3 760.25 =I Deflection= 0.757 IN =U 289 For Total Load Required U240 Deflection2= 0.000 IN =U 434 For Live Load Required U360 Fcp'= 401 PSI OK 3.00 In Bearing Length Fv'= 129 PSI OK Of KANAYO H. LAZA No.337140 gfCISTf4���ta`�` Er+10 AL ��'� Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums 1-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T1 Supporting Floor&Wall LOADS: DEAD LOAD 39.00 PSF 390.00 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 50.00 PSF 500.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 890 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3004 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 4.50 SPF#2-10 9.26 IN = d Fv= 70 PSI ROOF PITCH- N:12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 5069 LB-FT MOMENT2= 0 LB-FT 64.17 =S provided OK S= 64.03 IN^3 296.79 =I Deflection= 0.100 IN =U 810 For Total Load Required U240 Deflection2= 0.000 IN =U 1441 For Live Load Required U360 Fcp'= 223 PSI OK 3.00 In Bearing Length Fv'= 108 PSI OK USE TRIPLE OF THE FLOOR JOISTS TYPE. iN OF K ANAYO H. " LALA N No.33710-C 'f, IT F�sro aL `'�:' Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack condominiums I-TYPE EE-Compass Point,N Andover, MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T2 Supporting Floor&Wall LOADS: DEAD LOAD 23.78 PSF 237.80 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 33.00 PSF 330.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 568 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 5181 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 2000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 2900 PSI WIDTH- IN 12.25 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 23639 LB-FT MOMENT2= 0 LB-FT 174.69 =S provided OK S= 97.82 IN^3 807.94 = Deflection= 0.877 IN =U 250 For Total Load Required U240 Deflection2= 0.000 IN =U 430 For Live Load Required U360 Fcp'= 282 PSI OK 1.50 In Bearing Length Fv'= 69 PSI OK USE BETTERHEADER#60(FLITCH BEAM)2-LVLs 9 1/4"WITH 5/8"STEEL PLATE BOLTED WITH 5/8"DIA BOLTS @ 12"O.C.IN TWO ROWS. OF KANAYD H a LALA No.33710-C IST fss�0 al. :' Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums 1-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T2-STEEL Supporting Floor&Wall LOADS: DEAD LOAD 23.78 PSF 237.80 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 33.00 PSF 330.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 568 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 5181 LB=TOTAL REACTION TRIBUTARY WIDTH 10.00 LF E= 29000000 PSI JOIST/GIRDER SPAN 18.25 LF Fb= 24000 PSI WIDTH- IN 4.00 36KSI W10X15 10 IN = d Fv= 16200 PSI ROOF PITCH- N:12= Fc= 24000 PSI Fcp= 405 PSI MOMENT= 23639 LB-FT MOMENT2= 0 LB-FT 13.80 =S provided OK S= 11.82 IN^3 53.90 =I Deflection= 0.907 IN =U 242 For Total Load Required 0240 Deflection2= 0.000 IN =U 416 For Live Load Required 0360 Fcp'= 324 PSI OK 4.00 In Bearing Length Fv'= 3,109 PSI OK W10X15,DEPT11=10"AND FLANGE WIDTH=4". `N Of MANAYD H LAZA ^ No.33710-0 9F�ISTL�� S3t0 AL Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS Third Floor Beam T3 Supporting Floor&Wall LOADS: DEAD LOAD 25.54 PSF 261.75 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 672 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 4031 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 5.25 PSL/LVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 12092 LB-FT MOMENT2= 0 LB-FT 74.87 =S provided OK S= 50.03 IN^3 346.26 =I Deflection= 0.453 IN =U 318 For Total Load Required U240 Deflection2= 0.000 IN =U 521 For Live Load Required L/360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4"FOR BEAM T4. ,�y� Of �c KANAYC H LALA No.33710-C ESS10 AL :�'.� Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERSMOISTS/RAFTERS 2nd Floor Beam S1 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF=1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd=1 TOTAL LOAD 564 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3383 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N:12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10148 LB-FT MOMENT2= 0 LB-FT 49.91 =S provided OK S= 41.99 IN^3 230.84 =I Deflection= 0.570 IN =U 253 For Total Load Required U240 Deflection2= 0.000 IN =U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK OF KANAYO H. 1 LALA N No.33710 C FS�10 AI. �% Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 2nd Floor Beam S2 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 112.50 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 300.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 413 PLF 1= 1 Cm= 1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 1392 LB=TOTAL REACTION TRIBUTARY WIDTH 7.50 LF E= 1400000 PSI JOIST/GIRDER SPAN 6.75 LF Fb= 950 PSI WIDTH- IN 3.00 SPF#2-10 9.25 IN = d Fv= 70 PSI ROOF PITCH- N:12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 2349 LB-FT MOMENT2= 0 LB-FT 42.78 =S provided OK S= 29.68 IN^3 197.86 =I Deflection= 0.070 IN =U 1165 For Total Load Required 1-1240 Deflection2= 0.000 IN =U 1601 For Live Load Required U360 Fcp'= 155 PSI OK 3.00 In Bearing Length Fv'= 75 PSI OK USE 3-2X10. OF ALSO USE 3-2X10 FOR BEAM S3&S4. KANAYOH a? LALA y No.337140 �fCISTER���y`� ES lO AL ' Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I-TYPE EE-Compass Point,N Andover,MA DESIGN FOR-GIRDERS/JOISTS/RAFTERS 1st Floor Beam F1 Supporting Floor LOADS: DEAD LOAD 15.00 PSF 153.75 PLF Ce= 1 CF= 1.00 SNOW LOAD PSF 0.00 PLF Cq= 1 Cs= LIVE LOAD 40.00 PSF 410.00 PLF qs= 29.10 Cd= 1 TOTAL LOAD 564 PLF 1= 1 Cm=1 WIND SPEED 100 MPH 29.10 PSF POINT LOAD LBS FT Ra= 0 LBS 3383 LB=TOTAL REACTION TRIBUTARY WIDTH 10.25 LF E= 2000000 PSI JOIST/GIRDER SPAN 12 LF Fb= 2900 PSI WIDTH- IN 3.50 PSULVL 9.25 IN = d Fv= 285 PSI ROOF PITCH- N :12= Fc= 2700 PSI Fcp= 750 PSI MOMENT= 10148 LB-FT MOMENT2= 0 LB-FT 49.91 =S provided OK S= 41.99 INA3 230.84 = Deflection= 0.570 IN =U 253 For Total Load Required U240 Deflection2= 0.000 IN =U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK OF 4 KANAYO ',,.... LALA '.,. No.337MC kl �6\ KANAYO LALA, P.E........-02/20/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 46&48 COMPASS POINT,NORTH ANDOVER, MA BUILDING"I"UNIT 11/12 24'X34' BASIC LOADS: GROUND SNOW LOAD 50 PSF LIVE LOAD 40 PSF WIND LOAD 18 PSF Building Length 34 It Building Width 24 ft Building Aspect Ratio= 1.42 Building Area 816 sf Shear End Wall= 11,016 230 PLF Building Mean Height 36 ft Shear Long Wall= 7,776 114 PLF Total Height 45 ft Dead Load of Building 57,120 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 971,040 LB-FT 4 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 685,440 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -772752 NO UPLIFT Wind Moment Long Wall 139,968 Long W M -545472 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(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 230 PLF SHEAR:AT THE OPENING CORNER 689 LBS. A SIMPSON PC66 POST CAP-LATERAL CAPACITY 1285LBS-OK. THE CALCULATIONS ABOVE MEET THE REQUIREMENTS OF THE IRC2009 R602.10 AND 780CMR51 AMENDMENTS TO IRC2009. Of ct NANAYO 6 H LALA No.3371 iii AlCIS�Ea``�tt@' REScheck Software Version 4.. . Compliance Certificate Project 150317 Trust_Merrimac_Bldgl_Unitll Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,201 ft2 Glazing Area 9% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bldg I, Unit 11 North Andover, MA Compliance: 0.0%Better Than Code Maximum UA: 354 Your UA: 354 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1st Floor:All-Wood joist/Truss:Over Unconditioned Space 547 30.0 0.0 0.033 18 Wall 1st Separation:Wood Frame, 16" D.C. 306 15.0 0.0 0.077 22 (1) 2868 Metal to Bsmt: Solid 18 0.160 3 Wall 1st Ext 2x6: Wood Frame, 16" o.c. 927 21.0 0.0 0.057 48 (1) 100-1@3861 DH:Vinyl Frame:Double Pane with Low-E 17 0.290 5 (1)400-1@3841 DH:Vinyl Frame:Double Pane 11 0.290 3 (1)6080 sliding Door: Glass 34 0.290 10 (1) 2868 Metal to Garage: Solid 18 0.160 3 Floor 2nd Over UnOcc Garage: All-Wood joist/Truss:Over Unconditioned Space 740 30.0 0.0 0.033 24 Bay Floor: All-Wood joist/Truss:Over Outside Air 6 30.0 0.0 0.033 0 Ext 2ndWall 2x6: Wood Frame, 16" o.c. 820 21.0 0.0 0.057 38 (3) 100-1@3861 DH:Vinyl Frame:Double Pane with Low-E 48 0.290 14 (2) 600-1@2261 DH:Vinyl Frame:Double Pane with Low-E 19 0.290 6 (1) 500-1@4041 CSMT:Vinyl Frame:Double Pane 11 0.260 3 (1)400-1@3841 DH:Vinyl Frame:Double Pane 11 0.290 3 (1) 800-1@3232 Awning:Vinyl Frame:Double Pane 7 0.270 2 (1) 7001-@4661 Fixed:Vinyl Frame:Double Pane 20 0.280 6 (1) 6080 Slider Door: Glass 34 0.290 10 Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 1 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Wall 2nd Flr Separation: Wood Frame, 16"o.c. 370 15.0 0.0 0.077 28 Ceiling Bay Win: Flat Ceiling or Scissor Truss 6 30.0 0.0 0.035 0 Ext3rdWall 2x6: Wood Frame, 16" o.c. 738 21.0 0.0 0.057 36 (5) 100-1@3861 DH:Vinyl Frame:Double Pane with Low-E 80 0.290 23 (1) 300-1@3841 DH:Vinyl Frame:Double Pane with Low-E 11 0.290 3 (1)800-1@3232 Awning:Vinyl Frame:Double Pane 7 0.270 2 Wall 3rd Separation: Wood Frame, 16" o.c. 333 15.0 0.0 0.077 26 Ceiling Main: Flat Ceiling or Scissor Truss 827 15.0 30.0 0.022 18 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 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Building I , Unit 11 Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 2 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI fZREScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2012 IECC 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. Section I Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.iD 103.1, Construction drawings and ❑Complies 103.2 'documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the .building envelope, i ; ❑Not Observable ❑Not Applicable 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate El Does Not 403.7 ;energy code compliance for �; [PR3]1 lighting and mechanical systems. ; :; ❑Not Observable Systems serving multiple i i❑Not Applicable jdwelling units must demonstrate '" ;compliance with the IECC Commercial Provisions. ' 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable 3 i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 3 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI 2012 IECC Foundation Inspection ' ' Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [F011]z 3 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below 10 1 ;grade. ❑Not Observable ❑Not Applicable 403.8 Snow-and ice-melting system controls I❑Complies [FO12]2 installed. ❑Does Not { ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitll Report date: 03/19/15 Data filename: Page 4 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg l_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section Plans Verified Field Verified #' Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing Ufactor(areaweighted U- U- ;❑Complies !See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, 1LJN0t Observable 402.5 ;❑Not Applicable [FR2]1 303.1.3 U factors of fenestration products �T❑Complies [FR4]1 !are determined in accordance [ [❑Does Not ;with the NFRC test procedure or ,taken from the default table. ❑Not Observable ❑Not Applicable 402.4,1.1 ;Air barrier and thermal barrier } , s 3❑Complies [FR23]1 !installed per manufacturer's ! ;❑Does Not j instructions. ❑Not Observable ! ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/1.S.2/A440 or has infiltration rates per NFRC !❑Not Observable ` 1400 that do not exceed code El Not Applicable limits. iV 402.4.4 IC-rated recessed lighting fixtures; " " Complies [FR16]2 ;sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ' leakage at 75 Pa. ❑Not Observable i❑Not Applicable 403.2.1 Supply ducts in attics are R- R- ;❑Complies [FR12]1 insulated to >_R-8.All other ducts R_ R_ ❑Does Not R- in unconditioned spaces or s outside the building envelope are ! ❑Not Observable insulated to >_R-6. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, Complies [FR13]1 air handlers, and filter boxes are ❑Does Not l sealed. ❑Not Observable '" ?❑Not Applicable 403.2.3 ;Building cavities are not used as ' ❑Complies [FR15]3 ;ducts or plenums. t ;;❑Does Not J ; ❑Not Observable I ��❑Not Applicable 403.3 1 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids ❑Does Not below 55°F are insulated to >_R- j 33. ;❑Not Observable j❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ` ❑Does Not ❑Not Observable 9❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 s` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitll Report date: 03/19/15 Data filename: Page 5 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section Plans Verified Field Verified #: Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 ;Automatic or gravity dampers are �;_�Complies [FR19]2 'installed on all outdoor air i ���,ODoes Not �- intakes and exhausts. ; Not Observable NotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitil Report date: 03/19/15 Data filename: Page 6 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.11 ;All installed insulation is labeled ;❑Complies [IN131 or the installed R-values ❑Does Not provided. ; J ,::>,,❑Not Observable iWOO ' ❑Not Applicable 402.1.1, Floor insulation R value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 !❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel j❑Not Observable ' ❑Not Applicable 303.2, Floor insulation installed per ; ❑Complies 402.2.7 manufacturer's instructions, and ;3❑Does Not [IN2]1 in substantial contact with the underside of the subfloor. „ ❑❑N of O bs]I rvable "'` Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R R ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. e, � ❑Does Not ti❑Not Observable El Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2< Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 7 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI Section FPlans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, F] Wood ❑ Wood ❑Does Not table for values. 402.2.2, j ❑ Steel ❑ Steel j❑Not Observable 402.2.6 ❑Not Applicable [Fl1] 303.1.1.1, ;Ceiling insulation installed per {❑Complies 303.2 manufacturer's instructions. �'` oes Not ❑D [F12]1 ;Blown insulation marked every 300 ft2. ` ° [❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [F122]2 'insulation include baffle adjacentS " ❑Does Not to soffit and eave vents that ;extends over insulation. ' '�� �� < >< j❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R R- ❑Complies [FI3]1 insulation >_R-value of the ❑Does Not 1�0 ;adjacent assembly. j❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. I❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable :tests, verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated Complies [F124]1 [FI24]1 by manufacturer at<=2%of �:i❑Does Not ;design airflow. r ' ]❑Not Observable ❑Not Applicable 403.1,1 Programmable thermostats ; ❑Complies [FI9]� 7 installed on forced air furnaces. El Does Not S ,, E]No ot bsservablep t Applicable # Observable 403.1.2 Heat pump thermostat installed ❑Complies [Fi10]2on heat pumps. „;;, a❑Does Not 3 ❑Not Observable .;; ❑Not Applicable 403.4,1 'Circulating service hot water ' '❑Complies [FI11]2 :systems have automatic or =❑Does Not T; accessible manual controls. I 1 ❑Not Observable T❑Not Applicable 403,5.3 All mechanical ventilation system i; `` . ` � ':!❑Complies [F125]2 fans not part of tested and listed I '❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ��;, I El Not Applicable 404.1 75%of lamps in permanent ❑Complies [FI6]1 fixtures or 75%of permanent Does Not .fixtures have high efficacy lamps.t ❑Not Observable Does not apply to low-voltage �j❑Not Applicable pplicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Uniti1 Report date: 03/19/15 Data filename: Page 8 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI Section I Plans Verified Field Verified # Final Inspection Provisions Value " Value Complies? Comments/Assumptions & Req.1D 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not ❑Not Observable I { ❑Not Applicable 401.31 Compliance certificate posted, i ❑Comp lies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 3033 ;Manufacturer manuals for ��:�. � ., C omplies [FI18]3 ?mechanical and water heating " 3❑Does Not systems have been provided. E]Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl1 Report date: 03/19/15 Data filename: Page 9 of 9 5:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI 2012 IECC Energy Effidency Certificate MIMMMOMMEMEM 0 Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 45.00 Ductwork (unconditioned spaces): mum= Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater• Name: Date: Comments i I i i i I i I