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HomeMy WebLinkAboutBuilding Permit # 3/20/2015 OORTH BUILDING PERMIT ®�R4�ED�'� 6e..".' 46 O TOWN F NORTH AVE APPLICATION FOR PLAN EXAMINATION Permit No#: r - Date Received '7p a�Ra7EO WPPp�(� Ss•�ca+us� Date Issued: r I IMPORTANT: Applicant must complete all items on this page i//o./t -0. � O ,.. I�r1 .I/� ,(lr,+. �r.,./-af/ s 71 r r,/>%///r�/ r r, r��/%//1� /r ..�/..!/r ,l r �..l%1/lo I%/ ,:✓ k�i/,i/. r i i// / . r r r i r r ..PROPER./ I / Jr TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other /❑°Septic; ❑Well , Of laodplam ❑// Wetlar�tls r , ❑ Watershed District //ice DESCRIPTION OF WORK TO BE PERFORMED: S �xzkrjmoI k Identification- Please Type or Print Clearly OWNER: Name: t Phone: e,> ,SIS :. Address: r r Contractor,Name , //•.%l/i/r. ,r,,,i /, dre$S /, ,� / i..,/ / Gi /i, // 1,,/Lr / ,//� ///ril it/ivi ///✓,ai/ /////c/1//%l%%iii r/ r/ r , r , r r r // r r ,rrr r rr r // rr /„ / rr / / r r i„r//!/ ro ✓ / r / r, /% i r /iir � r ✓ /// / / / r /. / / / a / / / / ARCH ITECTIENGINEER L . Phone: 33 5 2--5�,,, Address: _ .4 Reg. No. .- FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$12$,00 PER S.F. co Total Project Cost: $ FEE: $ �e Check No.: / Receipt No.: >'_7 6 NOTE: Persons contracting with unregistered contractors do not have access to th gu arty fund Signature of Agent/Owner Signature of contractor -—--—--------------- Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan El Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Ll Taraiing/Massage/Body Art ❑ Swhm-n'ng Pools ❑ Well Ll Tobacco Sales Ll Food Packaging/Sales L1 Private(septic tank,etc. ❑ Permanent Duinpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM PLANNING & DEVELOPMENT Reviewed On Signature_ COMMENTS CONSERVATION Reviewed ons Si nature COMMENTS J—\ '60 _LUA r&-Q - HEALTH Reviewed on Siqnature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/sic ina t u to Drivewav Permit U, DPW Town Engineer: Signature: Located 384 Osgood ttreee FIRE DEPARTMENT -Temp Du6ai�ster on''site ye's no,,, Located,at,124,Mai'h'Stree't ,1- ire Department signature/date, COMMENTS' ol awl t' fAYMAY" BLDG " BLDG" ' Al F Qj $f {' t CERTIFIED PLOT PLAN OT BMMMY LYWES LTi EASEMOKS 90VU NIE WISED M TW , TWS MJECT. THE FOURBATM AS 214MVW WES WIT VXLATE MnTD P4QNXTY LINE ENTSET 1 .: Te A-k"' TXXT THIS PLM 19 NUT TO BE USED TO Mr-T rENCES, GTHER AMCILLARYXntW, c STRLCTLRES, OR FUR LAMD=WM LIMIS, TTT T € T r I TT T a. PRUWSHN 1 TW DWUlWATIEN SHMM MS BEE14 AMAZATELY FUMSHU BY Fe' s (3 T To Tws F sit FOUNDATION—AS—BUILT—BUIL DING— u ( ! , ROUTE 114, NORTH O` R, MASS, PROJECT 1 1 � a .. { DRAWN DYt PCG DATE€ 1121115 z CHECKED RYE C S Tr I REVISED, O p i ® DATE(MMIDLYYYYY) CERTIFICATE OF LIABILITY INSURANCE 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 endorsement(s). PRODUCER CONTACT NAME: Coonan Insurance Agency, Inc. PHONE FAX 5os) 987-7152 508 987-7122 No: ( 267 Main Street -MAIL ADDRESS: cindy@coonaninsurance.com Oxford, MA 01540 INSURER(S) AFFORDING COVERAGE NAIC# INSURER A:Travelers INSURED INSURER B: TJK, Inc. INSURERC: 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. !NSR ADDU SUBR POLICY EFF POUCY ExP LINTS LTR TYPEOFINSURANCE POLICY NUMBER MIDDY MM/DD/YYYY A GENERAL LIABILITY 680-335M1703-14 11/3/14 11/3/15 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABIUTY DAMAGE TO RENTED e $ 300,000 GLAIMSWADE aOOCUR MED EXP(Any one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-OOMP/OPAGG $ 2,000,000 X POLICY PRO- [—] LOC $ AUTOMOBILE LIABILITY COMBBIINEDISINGLE LIMIT(Eaa $ ANYAUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTONON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS eraccident $ UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESSLIAS CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION IE-UB-9914N01-3-15 1/26/15 1/26/16 g WC 11MIT ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNE YIN E.L.EACH ACCIDENT $ 100,000 OFFICE RIMEMBER EXCLUDED? 7 NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 100,000 If yes describe under DES�RIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(Attach ACORD 101,Additional Rernarks Schedule,If more space isrequired) 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(2010105) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: tdbuilding@aol.com husettS ,Department 01: PuWic SIletY massac ding RegWafion%clad Standards Board of B"O Licerise', v to n%✓ffln Expir"Ition cowlifOssiOnev ........... w(a6am ".,—Pus mcg 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 =I Deflection= 0.466 IN =U 309 For Total Load Required 1-/240 Deflection2= 0.000 IN =U 463 For Live Load Required U360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK Of KANAYd H LALA No.337140 ISTE0.���l:� X10 Al ��%� 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 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 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 =I Deflection= 0.466 IN =U 309 For Total Load Required U240 Deflection2= 0.000 IN =U 463 For Live Load Required U360 Fcp'= 527 PSI OK 1.50 In Bearing Length Fv'= 128 PSI OK SNOF � KANAYO `u ti .. (FALA No.33710-C �f IST kL 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 KANAYD H v LALA H No.33710-C Af"C1StiA����`� j f5+10 AL %� I� 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 9.25 IN = d Fv= 70 PSI ROOF PITCH- N :12= Fc= 975 PSI Fcp= 335 PSI MOMENT= 5069 LB-FT MOMENT2= 0 LB-FT 64.17 =S provided OK S= 64.03 IN^3 296.79 = Deflection= 0.100 IN =U 810 For Total Load Required L/240 Deflection2= 0.000 IN =U 1441 For Live Load Required 11360 Fcp'= 223 PSI OK 3.00 In Bearing Length Fv'= 108 PSI OK USE TRIPLE OF THE FLOOR JOISTS TYPE. fN Of KANAYCt H LALA ^ No.33710.0 %Fy l5a JO t Kanayo Lala, P.E. .............03/03/2014 PROJECT: Merrimack condominiums -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 PSL/LVL 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 =I Deflection= 0.877 IN =U 250 For Total Load Required 1_/240 Deflection2= 0.000 IN =U 430 For Live Load Required 0360 Fcp'= 282 PSI OK 1.50 In Bearing Length Fv'= 69 PSI OK USE BETTER-HEADER#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 KANAYO 1 wwH11 jj LALA fH No.337140 ISTE44o\�``�` Kanayo Lala,P.E. .............02/20/2014 PROJECT: Merrimack Condominiums I-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 U240 Deflection2= 0.000 IN =U 416 For Live Load Required U360 Fcp'= 324 PSI OK 4.00 In Bearing Length Fv'= 3,109 PSI OK W IOX15,DEPTH=10"AND FLANGE WIDTH=4". vA OF KANAY H. LAu H No.33710-C Asp��AEC1STfR� 5,S/0 AL Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums 11-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 PSULVL 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 0240 Deflection2= 0.000 IN =U 521 For Live Load Required 0360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4"FOR BEAM T4. L �NK OF KANAYC H. LAZA '^ No.337140 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 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 LALA H No.33710-C A'�br�fCtSTf.RE�\t`��` < f X10 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 U240 Deflection2= 0.000 IN =U 1601 For Live Load Required U360 Fcp'= 155 PSI OK 3.00 In Bearing Length Fv'= 75 PSI OK of USE 3-2X10, � KA�YG ALSO USE 3-2X10 FOR BEAM S3&S4. i H UA"� H No.337140 AFcISTc�`�°��� 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 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 r?l�K or d+ wwara H LALA No.3371UC 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 ft Building Width 24 ft Building Aspect Ratio= 1.42 Building Area 816 sf Shear End Wall= 11,016 230 PLF Building Mean Height 36 ft Shear Long Wall= 7,776 114 PLF Total Height 45 ft Dead Load of Building 57,120 lbs 1/2"A.BOLT SHEAR 801 LB DL Moment End Wall 971,040 LB-FT 4 FT SPACING FOR 1/2"A.BOLTS DL Moment Long Wall 685,440 LB-FT WITH TWO 2X SYP PLATES NET Wind Moment End Wall 198,288 End Wall M -772752 NO UPLIFT Wind Moment Long Wall 139,968 Long W M -545472 NO UPLIFT I.E. NO UPLIFT EXISTS AT THE BASE OF THE BUILDING. SHEAR ANCHORS ARE ADEQUTE. SHEAR WALL CAPACITY BY TABLE 2306.2.1(1) '/z"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. t� or HANAYO H V LALA No.337160 CREScheck Software Version 4.6.0 1^�(J Compliance Certificate Project 150317 Trust_Merrimac_Bldgl_Unitl2 Energy Code: 2012 IECC Location: North Andover, Massachusetts Construction Type: Multi-family Project Type: New Construction Conditioned Floor Area: 2,131 ft2 Glazing Area 12% Climate Zone: 5 (6322 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Bldg I, Unit 12 North Andover, MA Compliance: 0.3%Better Than Code Maximum UA: 322 Your UA: 321 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 519 30.0 0.0 0.033 17 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. 540 21.0 0.0 0.057 24 (2) 100-1@3861 DH:Vinyl Frame:Double Pane with Low-E 64 0.290 19 (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 Bay Floor: All-Wood joist/Truss:Over Outside Air 6 30.0 0.0 0.033 0 Ext 2ndWall 2x6: Wood Frame, 16" D.C. 820 21.0 0.0 0.057 39 (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) 700-1@4661 Fixed:Vinyl Frame:Double Pane 20 0.280 6 (1) 6080 Sliding Door: Glass 34 0.290 10 Wall 2nd Fir Separation: Wood Frame, 16" D.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 Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 1 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI Ext3rdWall 2x6: Wood Frame, 16" o.c. 738 21.0 0.0 0.057 35 (4) 100-1@3861 DH:Vinyl Frame:Double Pane with Low-E 64 0.290 19 (2) 300-1@3841 DH:Vinyl Frame:Double Pane with Low-E 22 0.290 6 (1) 200-1@7661 DH:Vinyl Frame:Double Pane 32 0.290 9 Wall 3rd Separation: Wood Frame, 16" o.c. 333 15.0 0.0 0.077 26 Ceiling Main: Flat Ceiling or Scissor Truss 806 15.0 34.0 0.020 16 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 12 Project Title: 150317_Trust_Merrimac_Bldgl_Unitl2 Report date: 03/19/15 Data filename: Page 2 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg 1_N.Andover\ResCHECK\150317_Trust_Merrimac_BI REScheck Software Version 4.6.0 C�(J 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 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 El Does Not [PR111 energy code compliance for the r Not Observable a building envelope. i❑Not Applicable 103.1, ;Construction drawings and ❑Complies 103.2, .documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems. ' ,❑NotA licable j Systems serving multiple i pp ;dwelling 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 j Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑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_Unitl2 Report date: 03/19/15 Data filename: Page 3 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBidgl_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 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.8 Snow-and ice-melting system controls ❑Complies [F012]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_Unitl2 Report date: 03/19/15 Data filename: Page 4 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 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 - j❑Not Applicable 402.1.1, Glazing U factor(area-weighted U U ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3,3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [F},R2]1 303.1.3 U-factors of fenestration products' % (❑Complies a [FR4]1 :are determined in accordance , ,❑Does Not :with the NFRC test procedure or I El Not Observable :taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. �=❑Not Observable , ❑Not Applicable 402.4.3 Fenestration that is not site built ; ❑Complies [FR20]1 is listed and labeled as meeting I ❑Does Not 'AAMA/WDMA/CSA 101/I.S.2/A440 1 ❑Not Observable or has infiltration rates per NFRC ' 400 that do not exceed code ❑Not Applicable limits. 402,4.4 <IC-rated recessed lighting fixtures' ❑Complies [FR16]2 `sealed at housing/interior finish ❑Does Not and labeled to indicate <_2,0 cfm 11 ,❑Not Observable leakage at 75 Pa. f ❑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 in unconditioned spaces or 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 pair handlers, and filter boxes are El—es Not ;sealed. ; n ❑Not Observable "EINot Applicable 403,2.3 Building cavities are not used as ' ❑Complies [FR15]3 ducts or plenums. `' � : . � ❑Does Not ❑Not Observable 30Not Applicable 403,3 HVAC piping conveying fluids R- R r❑Complies [FR17]2 ,above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to 2!R- 3. _R- 3 ❑Not Observable ❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. I El Does Not ❑Not Observable ❑Not Applicable 403.4.2 1 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not j❑Not Observable j❑Not Applicable '. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150317 Trust_Merrimac_Bldgl_Unitl2 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' OComplies [FR19]2 installed on all outdoor air "ADDoes Not intakes and exhausts. , ( ,tNot Observable t ; 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_Unitl2 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 303.1; All installed insulation is labeled -; ❑Complies [IN13]2 'or the installed R-values "= " �'�� %" � ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 F-1 Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ;: �`J]Complies 402.2.7manufacturer's instructions, and ED oes Not [IN2]1 in substantial contact with the ; underside of the subfloor. A❑Not Observable ❑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, ❑Does Not ;❑Not Observable f �E]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_Unitl2 Report date: 03/19/15 Data filename: Page 7 of 9 S:\Ebbeling_Ed\150317_Trust_MerrimackCondosBldg l_N.Andover\ResCHECK\150317_Trust_Merrimac_BI SectionPlans 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, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, Steel ❑ Steel 402.2.6 ❑ i❑Not Observable i [FI1]1 UNot Applicable 303.1.1.1, ',Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑N z of Observable :300 ft . '❑Not Applicable 402.2.3 EVented attics with air permeable ❑Complies [F]22]2; insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ` ❑Not Observable j ' , ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑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. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable :handier @ 25 Pa. For rough-in !tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of i ❑Does Not design air flow. ' ❑Not Applicable I❑Not Observable 403.1.1 Programmable thermostats ;❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed '❑Complies [F110]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 ;Circulating service hot water ❑Complies [Flll]? ;systems have automatic or '❑Does Not accessible manual controls. I ?, ,❑Not Observable ❑Not Applicable 403.5.1 'All mechanical ventilation system ` �❑Complies [FI25]2 `fans not part of tested and listed f -; -]Does Not I HVAC equipment meet efficacy .and air flow limits. ❑Not Observable ❑Not Applicable 404.1 x,75%of lamps in permanent I ❑Complies [F16]1 ,fixtures or 75%of permanent -5 " E❑Does Not fixtures have high efficacy lamps j ❑Not Observable 'Does not apply to low-voltage lighting. ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 150317_Trust_Merrimac_Bldgl_Unitl2 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 Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.iD 404.1.1 ;Fuel gas lighting systems have ;.,- ,❑Complies [F123]3 :no continuous pilot light. Does Not I ?❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ` '❑Complies [F[7]2 ' ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ; ❑Complies [FI18]3 i mechanical and water heating ❑Does Not {systems have been provided. ❑Not Observable I . 1❑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_Unitl2 Report date: 03/19/15 Data filename: Page 9 of 9 S:\Ebbeling_Ed\150317 Trust_MerrimackCondosBldgl_N.Andover\ResCHECK\150317 Trust_Merrimac_BI tz2012 IECC Energy Effidency Certificate MENEENEEMIMEM Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.29 Heating System: Cooling System: Water Heater: IMENEESEENEENIM Name: Date: Comments