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Building Permit #694-14 - 78 COMPASS POINT ROAD 4/9/2014
Permit NO: Date Issued LOCATIOI TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Date Received IMPORTANT: Applicant must complete all i ms n this page PROPERTY OWNER S eo-(�q+ Print 100 Year Old Structure yes no MAP NO: PARCEL:D-6ZONING DISTRICT:. Historic District yes no Machine Shop Villaqe yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential JNew Building ❑ One family ❑ Addition Y -Two or more famil ❑ Industrial ❑ Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑ Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑ Well ❑ Floodplain X Wetlands ❑ Watershed District Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: tion Please Type or Print Clearly) OWNER: Name: Address: S1 Phone: CONTRACTOR Name: Phone: 504?N Address: Vo Zv- \�k S - Supervisor's Construction License: CS OS Ct3 5 Exp. Date: 1 /oZ Li / 110 Home Improvement License: 143-15 Date: 11,;� 41 ARCHITECT/ENGINEER �nnUyr) LLu Phone: S'a S� Address: Reg. No.�-- FEE SCHEDULE: BULDING PERMIT. $12.00 PER $1000.00 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. CIO Total Project —Cost: $ bL13 1sr.> 0/ Z� �( �J FEE: $ Cn 5 a S Check No.: 1 � (.0 1 Receipt No.: NOTE: Persons contracting wi h unreg' tered contractors do not have access t the roar my fungi Signature of Agent/Owner Signature of contractor Plans Submitted 11 Plans Waived ❑ Certified Plot Plan 11 Stamped Plans Location Gt j No. l nG� Date Check #77& / TOWN OF NORTH ANDOVER Certificate of Occupancy $ f Building/Frame Permit Fee $ tZ_� Foundation Permit Fee $ Other Permit Fee $ • TOTAL $3 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. Swimming Pools 0 Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on S iq nature / 2- ur COMMENTS It (5� 2 :14 ( � HEALTH Reviewed on Signature COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes - Planning Board Decision: Comme Conservation Decision: Comments Water & Sewer Connectio DPW Town ]Engineer: Signature: FIRE -DEPARTMENT -'Temp Dumpster on Located at 124 Main Street Fire Department signatureldate COMMENTS Located 384 yes no Street �'_ 1.1- i - Dimension Number of Stories:_ Total square feet of floor area, based on Exterior dimensions. L,1350 Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA — (For department use ® Notified for pickup - Date Doc.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 Appiic;ation ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apt);.al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building permit Revised 2012 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 694-14 on 4/9/2014 Date: October 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 78 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: Berry Co. LLC 51 Mt. Joy Street Tewksbury, MA 01876 Fee: PrePaid $100.00 Receipt: 27426 Check :7769 c4 Bui ding Inspector 0 �I Z n �1 Q i R � � Q 0. O Y O •ir <v W O � J= i• '� Q h � c •a CL ci �R J L : L m _ d R am c O > _ d Q C s O X00 CD M - O o c Q C CD a> 0 = m cn tm Cc = c 09=6Q i R c = a> Q�•� N F- or_ co ca W C 'a +�+ O p .F. Li N m 4 N C O K� v� ��.-.2 Z c✓ E � a a 4.. O LU L 0 O. p � • U m o Z to CD o `~ = 0 J N H � o CL o U > O a co Z z m Cl) �� = O Cl) � Z Z W a Z UJ O � U W CL Z it `ha rml H s O O O �^ CL EF) Q Cc ca J O Z CLN Q ul LLLUZ O ® �• Z W V` Z N44 a F - 4 z cWc G m l v 00 x a �\��`.s.� J W U. yN N O Q LL N N \ M 7 O LL w U C \ 7 :3 W LL UN =3 7 ` W N O" :3 / w LL ++ N O N 0 i v O m N N n �1 Q i R � � Q 0. O Y O •ir <v W O � J= i• '� Q h � c •a CL ci �R J L : L m _ d R am c O > _ d Q C s O X00 CD M - O o c Q C CD a> 0 = m cn tm Cc = c 09=6Q i R c = a> Q�•� N F- or_ co ca W C 'a +�+ O p .F. Li N m 4 N C O K� v� ��.-.2 Z c✓ E � a a 4.. O LU L 0 O. p � • U m o Z to CD o `~ = 0 J N H � o CL o U > O a co Z z m Cl) �� = O Cl) � Z Z W a Z UJ O � U W CL Z it `ha rml H s O O O �^ CL EF) Q Cc ca J O Z CLN APPLICATION FOR CERTIFICATE OF OCCUPANCYANSPECTION BUILDING PERMIT # � " �L ADDRESS/LOCATION OF PROPERTY -� , Q f.SS Pd ` �'� WMd Ss f d , 1 o MapParcel I Lot Number SUBDIVISION: 1 ko�, (Y ce y- DATE REQUESTED FILED/READY FOR INSPECTION: CLOSING DATE ON PROPERTY: FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN -OFFS MUST BE COMPLETED WITHIN TIRS TIME FRAME. A REINSPECTION FEE OF TWENTY DOLLARS ($20r�O0,WILL BE HARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. eT' -- � i Permit Issued to: IL Address:_ Pn �ti `fir L� M(xiSh� KUU'1'llVCT TOWN ENGINEER, SITE PLAN — DRIVE -WAY REVIEW ❑ CONSERVATION PLANNING DPW -WATER METER SEWER CONNECTION 0 l 0 -/C),- / t/ �#— DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCYANSPECTION REQUEST DPW File: Application for OC form revised Jan 2007/2011 /U/ o SIGNATURE Conser atlon Services Group 50 Washington Street Suite 3000 Westborough, MA 01581 t 508.836.9500 f 508.870.5975 www.csgrp.com IECC 2009 Duct Tightness Verification Pass / Fail Date: Sept 2P, 2014 Permit No.: Street Address: 78 Compass Point North Andover, MA 01845 Total conditioned floor area: 2,175 square feet HERS Rater: Nicholas Abreu Certification Number: 8368122 Signature: Builder: TB Building Builder Contact: Tim Barlow HVAC Contractor I J&J Heating and Cooling Postconstruction test ® Total Leakage — 12 cfm/100 fe maximum allowed ❑ Leakage to outdoors — 8 cfm/100 fe maximum allowed Testing result: 9.55 cfm/100 ft? Rough -in test Total leakage 5 Air Handier Installed? ❑ Yes — 6 cfm/100 ftz maximum allowed ❑ No — 4 cfm/100 ftp maximum allowed Testing result: cfm/100 fe Conservation Services Group © 2012 CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 694-14 on 4/9/2014 Date: October 28, 2014 THIS CERTIFIES THAT THE BUILDING LOCATED ON 78 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: Berry Co. LLC 51 Mt. Joy Street Tewksbury, MA 01876 Bui ding Inspector Fee: PrePaid $100.00 Receipt: 27426 Check :7769 sMo 0 F— Z n Vl W: o cc =•- 0 a� � °' D _ O o x d CL O ++ cu W Z. 0E e A . • O0 0 = �'. %t4cn �P L 10 Q Co ECA0 i m d. 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N .CL U) U U) lw H � 0 0 O CL Q CF) Q r J � O O Z U) CONTROL CONSTRUCTION FINAL REPORT 107.6.2 ON THIS 8th DAY OF October 2014 BEFORE ME, NOTARY PUBLIC DILLY COMMISSIONED AND QUALIFIED FOR THE COMMONWEALTH OF MASSACHUSETTS, PERSONALLY APPEARED Kanavo Lala WHO BE ING DULY SWORN, DEPOSES AND SAYS THAT HE HAS S UPER VISED THE CONSTRUCTION OF El & E2- 76 & 78 Compass Point North Andover, MA (Street Address) (City/Town) UNDER PERMIT 4 381-14 AND THAT THIS STRUCTURE CONFORMS TO THE SUBMITTED PLANS AND TO THE CODES OF THE TOWN OFNORTH ANDOVER AND THE COMMONWEALTH. FURTHER, THAT ALL RE QUIRED APPROVALS AND MATERIAL AFFIDAVITS HAVE BEEN SUBMITTED, AND THAT THERE ARE NO VIOLATIONS OF LAW_ I, AS THE A.FFIDAVITENGINEER AND/OR ARCHITECTHEREBY CERUFY UTAT IHAVE ON THIS DATE October 8th, 2014 INSPECTED THE PROPERTY LOCATED ATE 1 & E2- 76 & 78 Compass Point (Street Address) Comapss POi tt AND FIND THAT THE LOCUS COMPLY WITH MY PLANS AND SPECIFICATIONS AND ALL RULES AND , ;% A4 REGULATIONS OF THE CODES OF THE COMMONWEALTH. THEREFORE,I REQUESTA CERTIFICATE OF OCCUPANCYFOR TBE �ABQ� DRESS. ORIGINAL SIGNATURE & SEAL SUBSCRIBED AND SWORN TO BEFORE ME THIS 8th R�'M Ur c� iulvAYO H. DAY OF October 201 4 NOTAR UB LIC (J P. SHERIDAN) MY COMMISSION EXPIRES: JANE P. SHERIDAN *jL Notary public Commonwealth of Massachusetts My Commission Expires October 2, 2020 Or I 1C38 C39 F'OUNDATIOR.AS-BUILT_DUILDING 'IE' Q CONVIM po MERRIMAC CONDOMINIUMS ROUTE 114, NORTH ANDOVER, MASS. • z �T Ptd MAND13 SCALE# 1`=4W lK '- IIQA1elP! BY, PCG DATES 12f 4/13 r_ CHECKED BYo SC SHT+ 1 REVISED Y CFO 1 Enter construction cost for fee cal - North Andover Fee Cakulation Construction Cost $ 271,875.00 m $ - $ 3,262.50 Plumbing Fee $ 407.81 Gas Fee 100 comm. $ 100.00 Electrical Fee $ 407.81 Total fees collected $ 4,178.13 78 Compass Point 694-14 on 4/9/2014 3 Bedroom Duplex - 1 Car Garage r•r 0 CD 0Z C O CLr CL �. -0 O 00 C cr SU S CD O CD CL 0O CQ. CD LwJ O F O y -v CD CD a. U) CD CO) v Z CD O CD c� o = - O a) 2 � acn - < O —nl (D p CD n CL 0 C � �� N CL EP h a) c m cnC CD in m CD W CD_ 0 CL 0) y @ D 2 = O Mo co tin O W rt S U: (D C CD C < to to CD O 0 cn cn . N O 0, a � CD Q C n 0 0 `c N O y cn � � m :r cn W� .(n (a .� :d 5 c� > ° O 1 zr. 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I'2g1201 � \ Vd 0 113 0 --'POT SN 015 Massachusetts - Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS -0593.59 TIMOTHY M BAIADNV P.O. BOX # 12 r) South Grafton MA 01560 Expiration Commissioner 01/24/2016 V ACORD® CERTIFICATE OF LIABILITY INSURANCE °�'�'MN1D°�"'"' `� 4/7/14 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 endorsemen s . PRODUCER Coonan Insurance Agency, Inc. 267 Main Street Oxford, MA 01540 CONTACT NAME: PHONE FAX 508 987-7122 No): (508) 987-7152 MaL ADDRESS: cindy@coonaninsurance.com INSURERIS) AFFORDING COVERAGE MAIC # INSURER A: Travelers INSURED INSURER B: TJK, Inc. INSURERC: PO Box 12 INSURER O: South Grafton, MA 01560 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: RFVISInN NUMRER- 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. ---- - -- IN - - ADD SUER ---- --- - - POLICY EFF POLICY EXP LTR TYPEOFINSURANCE POUCY NUMBER M/DD/Y MMIDDIYYYY LIMITS A GENERALLIABILITY AUTHORIZED REPRESENTATIVE 680-335M1703-13 11/3/13 11/3/14 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERALLIABIUTY DAMAGE TO RENTED $ 300,000 CLAIMS-MADE OCCUR MED EXP (Arty ore person) $ 5,000 PERSONAL&ADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMITAPPLIES PER PRODUCTS-COMP/OPAGG $ 2,000,000 X PRO - POLICY LOC $ AJTOMOBILEUABIUTY CoMBNED SINGLE LIMIT aaccidenl $ BODILY INJURY (Per person) $ ANY AUTO ALLOWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIREDAUTOS _ AUTOS PROPERTY DAMAGE $ eracadent UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE EXCESSLIAB CLAIMS -MACE DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE Y!N OFFICERIMEMBER EXCLUDED? (Mandalory In NH) If yyes describe under DES�RIPTIONOFOPERATIONS Wow NIA IE -IIB -9914N01-3-14 1/26/14 1/26/15 X WCSTATU OTH- I TORY LIMITS Pop E.L. EACH ACCIDENT $ 100,000 E.L. DISEASE -EA EMPLOYE $ 100,000 E.L. DISEASE -POLICY LIMIT $ 500,000 A Contractors Equipment QT -660-2D283058 5/8/13 5/8/14 scheduled 100,000 equipment DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (Attach ACORD 101, Additional Rerrarks Schedule, it rnore space Is requi red) CERTIFICATE HOLDER CANCFLLATIAN © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The AC ORD name and logo are registered marks of ACO RD Phone: Fax: E -Mail: tbbuilding@aol.com SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of North Andover ACCORDANCE WITH THE POLICY PROVISIONS. 120 Main Street AUTHORIZED REPRESENTATIVE North Andover, MA 01845 Cindy Davis © 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The AC ORD name and logo are registered marks of ACO RD Phone: Fax: E -Mail: tbbuilding@aol.com C31 0330 �I o I . Y• USX Dfmm nmww um No EASCONM now N= cm Tw mvwvm '�:1�1'fl 7i I' /1. FRU=. •t- ;11' 11. AS SHMM n= ', MAN ZWM REOLMMMOM '.Y -.•ager XTM== 1 XWERTY L" Tm Wwro ymt! a HMO--TRANvTmjLc, ISD It ruwm ft wzc wm Tib PROVU 1 SHAT T1@ DEUMMM SHNN HAS BMW Ate!?ELY ti BD XY Tie d1m M THM f wjL oil C38 C319, admm"o"Jowb I4` CW 1 lewosvim, is Alf. a • tAr /1 iirui- �� FOUNDATION.AS-BUILT_BUILDING 'E` �=CK c avom K2 MERRIMAC CONDOMINIUMS �f ROUTE 114, NORTH ANDOVER, MASS, PROJECT M tVAND13 SCALE, 1'=40' { ` C DRAWN BY, PCG DATEe 12/4/13 :� CHECKED BYt SC SH'Tt 1 r4. REVISED cwt I 1vv 1 3 ► , �Kanayo Lala, P.E. .............02/19/2014 VV PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Attic Beam Al LOADS: DEAD LOAD 15.00 PSF SNOW LOAD PSF LIVE LOAD 30.00 PSF TOTALLOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.25 LF JOIST/GIRDER SPAN 12 LF WIDTH- IN 3.50 PSL/LVL ROOF PITCH - N12 = Deflection = Deflection2 = Fcp'= Fv'= Supporting Attic Floor 153.75 PLF Ce= 1 0.00 PLF Cq= 1 307.50 PLF qs= 29.10 461 PLF 1= 1 29.10 PSF FT 2768 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 9.25 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI CF= 1.00 Cs= Cd= 1 Cm=1 MOMENT= 8303 LB -FT MOMENT2= 0 LB -FT 49.91 =S provided OK S= 34.36 IN^3 230.84 = 1 0.466 IN = U 309 For Total Load Required U240 0.000 IN = U 463 For Live Load Required U360 527 PSI OK 1.50 In Bearing Length 128 PSI OK KAMY0 H. L11LA Na 33710 Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -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 - N12 = 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 of pro EVa NO. 33ne c �S- A!ClSTE4 )G Fs 10 4L / 1 _ _ Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -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 PSL/LVL 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 �x OF KWYO LA f9c 33nac RL i Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERSMOISTS /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 =1 Deflection = 0.100 IN =U 810 For Total Load Required 0240 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.y�e of No. 33n8C KAM Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS Third Floor Beam T2 LOADS: DEAD LOAD 18.78 PSF SNOW LOAD PSF LIVE LOAD 33.00 PSF TOTALLOAD 1 WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.00 LF JOIST/GIRDER SPAN 18.25 LF WIDTH- IN 5.25 PSL/LVL ROOF PITCH - N:12 = Cm= 1 MOMENT= MOMENT2= S= Deflection = Deflection2 = Fcp'= Fv'= Supporting Floor & Wall 187.80 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 330.00 PLF qs= 29.10 Cd= 1 518 PLF 1= 1 Cm= 1 29.10 PSF FT 4725 LB =TOTAL REACTION E= 2000000 PSI Fb= 2900 PSI 11.875 IN = d Fv= 285 PSI Fc= 2700 PSI Fcp= 750 PSI 21557 LB -FT 0 LB -FT 89.20 IN^3 0.882 IN 0.000 IN 600 PSI 114 PSI 123.39 =S provided OK 732.62 = I = U 248 For Total Load Required U240 = U 390 For Live Load Required U360 OK 1.50 In Bearing Length OK Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -TYPE EE -Compass Point, N Andover, MA DESIGN FOR - GIRDERS/JOISTS /RAFTERS LOADS: DEAD LOAD 23.78 PSF SNOW LOAD PSF LIVE LOAD 33.00 PSF TOTAL LOAD WIND SPEED 100 MPH POINT LOAD LBS Ra= 0 LBS TRIBUTARY WIDTH 10.00 LF JOIST/GIRDER SPAN 18.25 LF WIDTH- IN 4.00 36KS1 W10X15 ROOF PITCH - N:12 = Third Floor Beam T2-STEEL(Alternative With 2x10 Joists) Supporting Floor & Wall 237.80 PLF Ce= 1 CF= 1.00 0.00 PLF Cq= 1 Cs= 330.00 PLF qs= 29.10 Cd= 1 568 PLF 1= 1 Cm= 1 29.10 PSF FT 5181 LB =TOTAL REACTION E= 29000000 PSI Fb= 24000 PSI 10 IN = d Fv= 16200 PSI 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 = Deflection = 0.907 IN = U 242 For Total Load Required L/240 Deflection2 = 0.000 IN = U 416 For Live Load Required 1-/360 Fcp'= 324 PSI OK 4.00 In Bearing Length Fv'= 3,109 PSI OK W 10X15, DEPTH= 10" AND FLANGE WIDTH=4". Of 6VA Na 337160 �bf'hCISTfp �t4� F3,'i}Q til 1_ Kanayo Lala, P.E. .............02/19/2014 PROJECT: Merrimack Condominiums E -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 U240 Deflection2 = 0.000 IN = U 521 For Live Load Required U360 Fcp'= 512 PSI OK 1.50 In Bearing Length Fv'= 124 PSI OK ALSO USE 3-LVLs 9 1/4" FOR BEAM T4. 11�j Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -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 0240 Deflection2 = 0.000 IN = U 348 For Live Load Required U360 Fcp'= 644 PSI OK 1.50 In Bearing Length Fv'= 157 PSI OK wadAvb ' H. LALA No. 337160 Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -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 USE 3-2X10. ALSO USE 3-2X10 FOR BEAM S3 & S4. 1<! Kanayo Lala, P.E. .............02/20/2014 PROJECT: Merrimack Condominiums E -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 KANAYO LALA, P. E........ - 02/20/2014 SPECIFIC CALCULATIONS FOR THE WOOD CONSTRUCTION IN 100MPH WIND ZONE 76 & 78 COMPASS POINT, NORTH ANDOVER, MA BUILDING "E" UNIT EVE2 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. tN M l4 Na 33710C V I' ¢ 1< Flo Rt W. 2.8 0 Loads: LC 3, ALL Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE SK- 1 KL HIP ROOF PORCH -Feb 22, 2013 at 12:10 PM 12115 i BALCONY BRACKET 4'6" LONG@8' SPACING METAL BRACKET MERRIMACK.r... 1.9 Elk Results for LC 3, ALL Z -moment Reaction units are k and k -ft KANAYO LALA - PE KL 013000 KL MA cn=KL MA, o=KANAYO LALA, ou, ema i 1=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-... MERRIMACK BALCONY STEEL BRACKET TOP CORD. - 2/22/13. 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 N -2.792 at 0 ft Dy in -.038 at 4.5 ft 884 at 0 ft Vy — k -.931 at 3 ft .68at3ft T k -ft Mz k -ft -.094 at 1.453 ft fa ksi -1.966 at 0 ft 5.285 at 3 ft fc ksi Dz in Vz k My k -ft ft �v ksi -5.285 at 3 ft RISC 14th(360-10): ASD Code Check Direct Analysis Method Max Bending Check 0.193 Max Shear Check 0.066 (y) Location 3 ft Location 3 ft Equation H1 -1b Max Defl Ratio L/1436 Bending Flange Compact Compression Flange Non -Slender Bending Web Compact Compression Web Non -Slender Fy 46 ksi y -y z -z Pnc/om 32.445 k Lb 4.5 ft 4.5 ft Pnt/om 39.114 k KL/r 52.716 36.607 Mny/om 2.938 k -ft Mnz/om 4.315 k -ft L Comp Flange 4.5 ft Vny/om 14.003 k Warp Length NC Vnz/om 8.251 k L -torque 4.5 ft Tn/om 2.95 k -ft Taub 1 Cb 2.498 – Company KANAYO LALA - PE Feb 22, 2013 Designer KL 4:47 PM Jots Number 13000 BALCONY BRACKET Checked By: Hot Rolled Steel Properties I ohel P rlreil R n4 it Alu Thor- Alr: rlencih,rwff viewrLoi1 M, CnrLcil Df 1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.5 58 1.2 3 A992 29000 11154 .3 .65 .49 50 1.5 58 1.2 4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.5 58 1.2 5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.5 58 1.2 Hot Rolled Steel Section Sets Label__. Shape Type Design List Material Design Rules lin?] lyy [in4] Izz jin41 J [in4] 1 TI 14X? 5 I HSS4x2.5x2 1 Rpam I Tuhp IA.Snn r� Tvniral 1 1 47 I 1 dCl 3 (1Q R �� Joint Coordinates and Temperatures I ohcl Y rffl v rffl 7 rffl Te rM M-fnrh Cr.,- r,%; ,_ 1 N1 0 0 0 0 2 N2 0 3 0 0 3 N3 0 1 0 0 4 N4 3 3 0 0 5 N5 4.5 _ 3 0 0 Member Primary Data Label- I Joint J Joint _ _K Joint Rotate(deg)- . Section/Shape Type _ De -sign List Material_ Design Rules 1 M1 N2 N5 TU4X2.5 Beam Tube A500 Gr.46 Typical 2 M2 N2 N1 90 TU2X2.5 I Beam Tube IA500 Gr.461 Typical 3 M3 N3 N4 _ _ - ._.-_ - TU2X2.5 Beam Tube IA500 Gr.46L Typical Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Maanitude[k/ft.Fl End Macinituderk/ft,F1 Start Locationrft.%l End Location ft IX 1 M1 I Y -.015 -.015 0 1 0 Member Distributed Loads (BLC 2: SL) Member Label Direction Start Ma nitude k/ft F End Magnitudefk/ft,Fl Start Location ft % End Location ft 1 M1 I Y 1 -.039 1 -.039 0 1 07-77-1 Member Distributed Loads (BLC 3: LL) Member Label_.._ Direction Start Magnitude[k/ft F] End Magnitudejkfft FjStart Location[ft,%] End Locationjft,%] 1 - - -M1 I-- Y 1 -.06 -.06 - - 0 1_ 0 Load Combinations ns.ccrinfinn Cnlvc Prlclfn RRCC RI R Forfnr RI C Corfnr RI r` Corfnr RI rl P -Mr RI r Cor•fnr RI r^ Cfnr RI r` Pfnr RI r` Cfnr 1 DL Yes Y 1 8 Y -1 2 LL Yes Y 3 8 3 ALL Yes Y L1 1 12 1 Joint Boundary Conditions Joint Label X jk/inj Y [k/in]_ - Z jk/in] X Rot.jk-ft(rad] Y Rot[k-ft/rad]___ Z Rot.[k-ft/rad_ .. Footing 1 N1 Reaction Reaction J Fixed Fixed_ Fixed Reaction � 2 N2 Reaction Reaction FixedFixed Fixed Reaction RISA -31D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 1 Company KANAYO LALA - PE Designer KL Jrab Number 13000 BALCONY BRACKET Feb 22, 2013 4:47 PM Checked By: Joint Reactions I (` IniM I ohal Y f41 V rlrl 7 r41 RAY r4_Nl KAV rlr_ftl KA7 rlr_ftl 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: Q - -_ - Member Section Deflections 1 r. Mamhar I nhal Car v rinl v rinl 7 rinl v Rntntarrorll /nl I Ai Rn4in /nl I /� R.4in 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 0 0 -.012 0 NC 2926.831 8 3 0 0 -.03 0 _ NC 1210.697 9 4 0 0 -.024 0 NC 1490.248 10 5 0 0 0 0 NC NC 11 3 M3 1 -.026 .017 0 0 NC NC 12 2_ -.027 .018 0 0 NC NC 13 P 3 -.029 .004 0 0 3357.691 NC 14 4 -.03 -.021 0 0 1154.285 NC 15 5 -.031 -.05 0 0 646.365 NC Member Section Forces I (. Mamhar I nhal Car Gvialrkl v Chonrnrl 7 ChanrrV Tnrniicr4_ftl v_v Mn _, Mn 1 3 M1 1 -2.356 1.059 0 0 0 1.141 2 2 -2.356 .379 0 0 0 .332 3 3 -2.356 -.302 0 0 0 .289 4 4 0 .68 0 0 0 .383 5 5 0 0 0 0 0 0 6 3 M2 1 -.561 0 .489 0 -.439 0 7 2 -.559 0 .489 0 -.072 0 8 3 -.556 0 .489 0 .295 0 9 4 1.115 0 -1.87 0 .367 0 10 5 1.117 0 -1.87 0 -1.0351 0 11 3 M3 1 2.886 .088 0 0 0 .296 12 2 2.884 .086 0 0 0 .217 13 3 2.882 .084 0 0 0 .141 14 1 4 2.881 .081 0 0 0 .067 15 5 2.879 .079 0 0 0 -.005 Member RISC 14th(360-10): ASD Steel Code Checks (Bv Combination LC Member Shape UC -Max Locift] ,Shear UC Loc[ft], Dir Pnc/omlk] PnVom [k] Mnyy/om.,,Mnzz_/-om... Cb Eqn 1 3 M1 HSS4x2.5x2 .295 0 .076 0 32.445 39.114 2.938.4.315 2.317 H 1-1 b 2 3 M2 HSS2.5x2x2 .674 3 .295 2 z 22.858 26.333 1.593 1.857 1 H1 -1b 3 . 3 _ - M3 HSS2.5x2x2 .227 0 !_. __,011. 0y _ 21.465 26.333 1.593 _ - 1.857 1.7161 H 1-1 b . KL MA I'Myo L." cn=KL MA, o=KANAYO LALA, ou, Iia 337100 `. IST S email=KANAYOLALA@GMAIL.COM, c=US IO 4l t<,_ . 2013.02.22 16:54:42 -05'00' RISA -31D Version 10.0.0 [C:\ ... \All Users\Documents\0-risa\METAL BRACKET MERRIMACK-2.r3d] Page 2 REScheck Software Version 4.4.4 m Compliance Certificate Project Title: 130625 Trust Merrimack 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%s Heating Degree Days: 6322 Climate Zone: 5 Permit Date: 5 Construction Site: Owner/Agent: Designer/Contractor. Unit C2 Turnpike Rd North Andover, MA �G—U—arim trt�rcr� 11.7F3, ',��t��l LYa f�-1Ck3t�-ii T— A -- — Compliance: 3.1% Better Than Code Maximum UA: 326 Your UA: 316 The % Better or wase Than Code Index reflects how dose to c:orroance dna house Is based on code trade-olf rules. it DOES NOT provide an estimate of energy use or cost relative to a mharraxncode home. Envelope Assemblies 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 JoisUrruss:Over Unconditioned Space 560 30.0 0.0 18 Wall IST FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 20 Window DH: Vinyl Frame:Double Pane with Low -E 27 0.290 8 SHGC: 0.00 Window BAY: Vinyl Frame:Double Pane with Low -E 28 0.270 8 SHGC: 0.00 Door SLIDER: Glass 80 0.290 23 SHGC: 0.00 Wall 1ST FLOOR SEPARATION: Wood Frame, 16" o.c. 488 19.0 0.0 29 Project Title: 130625_Trust Merrimack–C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust Merrimack C UnitC2.rck Page 1 of 8 r Wall 2ND FLOOR 2X6: Wood Frame, 16" o.c. 464 19.0 0.0 22 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 Date Project Notes: Unit C2 Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust_Merrimack C\RESchecks\130625_Trust Merrimack_C_UnitC2.rck Page 2 of 8 REScheck Software Version 4.4.4 Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. 2009 IECC Pre-Inspection/Plan Review P Plans Verified Value Field Verified Value Complies? Comments/Assumptions 103.2 Construction drawings and ❑Complies [PRI]' documentation demonstrate energy []Does Not Comply code compliance for the building []Notenvelope. Not Observable []Not Applicable 103.2, Construction drawings and []Complies 403.7 documentation demonstrate energy []Does Not Comply [PR3]' code compliance for lighting and []Not Observable mechanical systems. Systems serving []Not Applicable multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr ❑Does Not Comply loads per ACCA Manual J or other Cooling: Cooling: r❑Not Observable approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2 3 Low Impact (Tier 3 Project Title: 130625 Trust_Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 3 of 8 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 FnvPIone accamhlias table for [FO11' ❑ Unheated ❑ Unheated '❑Does Not Comply values- ; 9 ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 303.2, Slab edge insulation installed per ❑Complies 402.2.8 manufacturer's instructions. ❑Does Not Comply [FO2]1 ❑Not Observable :J ❑Not Applicable 402.1.1 Slab edge insulation depthAength. ft ft ❑Complies See the table for [FO3]' ❑Does Not Comply values. J ❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed to ❑Complies [FO11]2 protect exposed exterior insulation []Does Not Comply sa and extends a minimum of 6 in. below ❑Not Observable igrade. ❑Not Applicable 403.8 Snow- and ice -melting system ❑Complies [FO12]2 controls installed. ❑Does Not Comply w, ❑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: 130625_Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack C\RESchecks\130625 Trust_Merrimack C_UnitC2.rck Page 4 of 8 2009 IECC Framing I Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, Door U -factor. U- U- ❑Complies See the table for 402.3.4 ❑Does Not Comply values. [FR1 ]' ❑Not Observable []Not Applicable 402.1.1, Glazing U -factor (area -weighted U- U- ,❑Complies See the table for 402.3.1, average). ❑Does Not Comply values. 402.3.3, []Not Observable 402.5 []Not Applicable [FR2]' 303.1.3 U -factors of fenestration products are ❑Complies [FR4]' determined in accordance with the ❑Does Not Comply U NFRC test procedure or taken from ❑Not Observable the default table. ❑Not Applicable 402.3.5 Sunrooms enclosing conditioned U- U -❑Complies [FR8]' space have a maximum fenestration ODoeS 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]' listed and labeled as meeting ❑Does Not Comply v, AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable has infiltration rates per NFRC 400Not ❑ Applicable that do not exceed code limits. 402.4.5 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply labeled to indicate 2.0 cfm leakage at ❑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 :J spaces or outside the building ❑Not Observable envelope are insulated to R-6. ❑Not Applicable 403.2.2 All joints and seams of air ducts, air ❑Complies [FR13]' handlers, filter boxes, and building ❑Does Not Comply cavities used as return ducts are []Not Observable sealed. ❑Not Applicable 403.2.3 I Building cavities are not used for ❑Complies [FR15]3 supply ducts. ❑Does Not Comply ❑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: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Ter 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Merrimack_C\RESchecks\130625_Trust Merrimack_C_UnitC2.rck Page 5 of 8 20091ECC Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 303.1 All installed insulation is labeled or the ❑Complies [IN13]2 installed R-values provided. []Does Not Comply ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelop Assemblies table for 402.2.5, ❑ Wood ❑ Wood (❑Does Not Comply alues. values- 402. 6 402.2.6 F] Steel E] Steel ❑Not Observable []Not Applicable �J 303.2, Floor insulation installed per ❑Complies 402.2.6 manufacturer's instructions, and in ❑Does Not Comply [IN2]' substantial contact with the underside ❑Not Observable v. of the subfloor. []Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the FnvelQQe Assemblies table for 402.2.4, mass wall with at least % of the wall ❑ Wood ❑ Wood ❑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 wJ applies. 303.2 Wall insulation is installed per ❑Complies [IN4]' manufacturer's instructions. ❑Does Not Comply J []Not Observable ❑Not Applicable 402.2.11 Sunroom wall insulation has a R- R-❑Complies [IN8]' minimum R-value of R-13. New walls ❑Does Not Comply J separating the sunroom from []Not Observable conditioned space must meet code []Not Applicable re uirements. 303.2 Sunroom wall insulation installed per [Complies [IN9]' manufacturer's Instructions. ❑Does Not Comply :J []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 J and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 Sunroom ceiling insulation is installed [Complies [IN11]' per manufacturer's instructions. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 1 3 ILow Impact (Tier 3) Project Title: 130625 Trust_Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust_Memmack_C\RESchecks\130625_Trust_Merrimack_C_UnitC2.rck Page 6 of 8 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 fable 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 [FI1]1 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 [F[2]1 insulation marked every 300 ft=. []Not Observable []Not Applicable 402.2.3 Attic access hatch and door insulation R- R- j❑Complies [F13]1 R -value of the adjacent assembly. ❑Does Not Comply u� ❑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]1 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 -burning fireplaces have ❑Complies [FI8]2 gasketed doors and outdoor ❑Does Not Comply combustion air. ❑Not Observable ❑Not Applicable 403.2.2 Post construction duct tightness test cfm cfm ❑Complies [FI4]1 result of 8 cfm to outdoors, or 12 cfm Not Comply across systems. Or, rough -in test `❑Does ❑Not Observable result of 6 cfm across systems or 4 ❑Not Applicable cfm without air handler. Rough -in test verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats installed ❑Complies [FI9]2 ; on forced air furnaces. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed on ❑Complies [FI10]z heat pumps. ❑Does Not Comply , []Not Observable []Not Applicable 403.4 Circulating service hot water systems ❑Complies [FI11]z have automatic or accessible manual ❑Does Not Comply controls. ❑Not Observable []Not Applicable 403.9.1 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply ,a1 ❑Not Observable []Not Applicable 403.9.2 Timer switches on pool heaters and ❑Complies [FI19]3 pumps are present. []Does Not Comply �J ❑Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover. ' ❑Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply u are insulated to R-12. ❑Not Observable []Not Applicable 404.1 50% of lamps in permanent fixtures ❑Complies [FI6]1 are high efficacy lamps. ❑Does Not Comply ❑Not Observable []Not Applicable 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: 130625_Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625_Trust Merrimack C\RESchecks\130625_Trust_Merrimack C_UnitC2.rck Page 7 of 8 2009 IECC Final Inspection Provisions Plans VerifiedField Value Verified Value Complies? T 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 []Does Not Comply ;a been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 130625 Trust Merrimack C Report date: 09/28/13 Data filename: S:\Ebbeling_Ed\130625 Trust Merrimack_C\RESchecks\130625 Trust_Merrimack_C_UnitC2.rck Page 8 of 8 2009 EF CC E nwgv f Awl 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: