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HomeMy WebLinkAboutBuilding Permit #682 - 30 Great Lake Street 6/9/2009BUILDING PERMIT oFs -- ...4 TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATIONAL s '[0 Permit NO: Z' Date Received da e e 4q Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION` P' PROPERTY OWNER0 IV Print MAP NO: i PARCEL: ZONING DISTRICT: Historic District yes Machine Shop Village yes no,_ TYPE OF IMPROVEMENT PROPOSED USE Resid Non- Residential CN'e—w Building One family Addiffion o i Industrial Alteration No. o units: C)- Commercial Repair, replacement Assessory Bldg Others: Demolition Other Septie . Well Floodplain Wetlands � � � Watershed District Water/Sewer Ul I DESCRIPTION OF WORK TO BE PREFORMED: a.nUc(—o(-) v Identification Please Type or Print Clearly) _ OWNER: Name: e, 0 -7vt . Phone: qZ� lS Muur eaa. CONTRACTOR Narne:' CIUf`le(,t Phone:` ARCHITECT/ENGINEER �OW ' Ven ` Phone: Address:�QQV �i1U l 11Aw&c- I �1 Y A Rea. No. FEE SCHEDULE: BULDING PERMI • $12.00 PER $ 09 80 OF THE TOTAL ESTIMATED COST BASED ON $125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: 7� Receipt No.: 221. NOTE: Persons contracting with unr� giltered contractors do not have access to the guaranty fund iture of Agent/QwherSianature of contractor Location_�a 2-4 1-2'— N o. / e 2- . Date TOWN OF NORTH ANDOVER Certificate of Occupancy $ /00 Building/Frame Permit Fee $ 0 :2 v Foundation Permit Fee $ /00 Other Permit Fee TOTAL Check # 2.210 0 Building Inspector Plans Submitted Plans Waived Certified Plot Plan, Stamped Plans TYPE OF SEWERAGE DISPOSAL ublic Sewer Tanning/Massage/Body Art Swimming Pools Well . Tobacco Sales Food Packaging/Sales J Private (septic tank, etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTEp `` DATE APPIOV,ED LANNING & DEVELOPMENT COMMENTS /�AR01 v CONSERVATION Reviewed on � � � � SignatureU j !� f COMMENTS ., / HEALTH Reviewed on 6�/V 9 Sianature �- COMMENTS Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Conservation Decision: Water & Sewer Connection/s DPW Town Engineer: Signature: FIRE DEPARTMENT Temp Dui 'Located at 124 Main Street :Fire Department signature/date COMMENTSIte��u��„� Comments Comm a "�QJt 11, f/444- % e A_ � scJ-F ` Dimension Number of Stdries: Total square feet of floor area, based on Exterior dimensions. i Yy 0 Total land area, sq. ft.: [01 Ooo ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine M. NOTES and DATA — (For d&artment use JNr may. ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 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 Oe -Decks Building Permit Application ? Certified Surveyed Plot Plan "❑ W& �.rs Cnmp Affidavit ❑Po�Co of H.I.C. An py d C.S.L. Llcenses ❑ 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 appeal 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: INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2008 GREAT OAK STREET (PRIVATE) (ACCEPTED 1961) I I I HEREBY CERTIFY THAT THE LOCATION OF THE STRUCTURE SHOWN ON THIS PLAN WAS LOCATED BY AFIELD SURVEY, THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE NORTH ANDOVER ZONING BY–LAW AND THAT IT IS NOT LOCATED IN A FLOOD PLAIN. \08-35\dwg\CERTC2.dwg �-��—EG. PROF. LAND SURVEYOR CERTIFICATION PLAN LOT C2, GREAT OAK STREET NORTH ANDOVER, MASS. Prepared for JEFFCO, INC. SCALE:1 "=20' andover consultants inc. DATE: 7-6-09 11 East River Place, Methuen, MaE O J• t' d0 U � (L � J H y J W .. O N + Z + Z O Q Z O _ L 00 >U)U vo 00 0 N occ v N O a O M O O N c Z � �`zw•� � :D Q L,.j w -~ aD W F- JQ r- O O cr Q U n O L w z _ � S05'23 03"E _ 100.00' (n co a w z v '.t W 1.0 L0Q _rn Q N 00 00 O 31 24 30 I. U cV �. 0 00 I I W L OJ �W o = Lli LL, ....EQ w o o RIV Lij Q 28 O CD o` o OJ O Cl - O O N N05'2 3„W _ 100.00' o z rn LL- 3 w v w a_ > V) w .. z CL Q m N 3 I 00 0 O � N L O ` 4J TTS O _ LL- ) C O w N N J 00 E 465 Q ''tioW ,o 0 N Z V co Q Z O C Z O 0 LL00 o LJJo >�() o0 N O c c F vi -00— N M O oCV ;�N Z Z C) wll � LLJ 0t Q LiJ w i W FW— QJ O O tz Q U a- 0 co w 01 LLJ z 1J CL L 01-11 505'23 0311E 100.00' (/) `° _J LiJ w z 3 0Q Lsj uj J I o NJ F �.. - :: •:.. ----Q- oQ_( _ L�� MLO (AL 00 03 230 Fw io'� , O�W omLLJ " �PROP. DRIVELLJ oma F-M LL ' LLJ Of OCL F- ObOOp O • Q N05'23 3„W _ 100.00 0 zLt- rn w °- ►moi w0- > V w .. z I IZ Q m N 3 -v Ln 00 0 �.___, .,---�", ` si '« � "�� _,� � , {r - o = m �\ 1 tt t/ 12'-0" LASSANAH ASSOCIATES 572 Boston Road SUITE �j20 Billerica, MA 01821 (978) 667-5431 RESIDENCE FOR: THE SAUGUS ., JEFFCO, INC. ANDOVER MA 12'-0" «� sr o �W swcwwummto1"d "*4 "s 1iim m Z rm N Z z - --- 5Q� Im z, O <1 r N A 34 R85' R.O. e'—n" d'—n" I e'—n" R'—n" - o = m �\ 1 tt t/ LASSANAH ASSOCIATES 572 Boston Road SUITE �j20 Billerica, MA 01821 (978) 667-5431 RESIDENCE FOR: THE SAUGUS ., JEFFCO, INC. ANDOVER MA DRAWN BY: DATE: SCALE: REVISIONS: «� sr o �W swcwwummto1"d "*4 "s 1iim C\ a OI� (nb r S3 i r e m O 0 ca q I o� I(% In m =. Z N c��{n C N r� Z m N v Nip -n Z Q ( P o � c wA 'O HU 111 Pilo 1 N K �1,1HOW 62 8,x 28'-0" 23'-7" 4'-5" ------------------------------- ----- II w 1 N 1 J I I 1 N v I 1 3'-8" 6'-0" 12'-0" 6'-0" Y m I 0 24'-0" 9'-0" � o i a I 1 D 1 ----- -I:: 0 rn m J 1 �1 v" ---C - , -------------- - r- LASSANAH ASSOCIATE 572 Boston Road SUITE 20 # Billerica, MA 01821 (978) 667-5431 RESIDENCE FOR: "THE SAUGUS" JEFFCO, INC. ANDOVER, MA DRAWN ev:^" DATE: SCALE: REVISIONS: I I I I I •�. I > I I (((���►►► Z I I I m A l l tN I I 816, I N I N. D A < I �t ��—SLOPE i0 DRAIN oI I i .: I F- O1 I' •. p gl Itl zZ�b m I I Y- I , �P n -------1 l I u II 00 ri�-1 a! II •. I mp ^a I II I � I �I ♦ Imo, I - I II I I III ...� I I 1 I•..I 0 at ' N / I\ - _* --T I III I I II I 01 `' ' I I I I , �', I I I• III ,� I � w •• n� I 'd I I I a R I II I I •' c , n g" rn j I C) a, I I •' I III oj-- w —--------III------ I —=----� I II w 1 N 1 J I I 1 N v I 1 3'-8" 6'-0" 12'-0" 6'-0" Y m I 0 24'-0" 9'-0" � o i a I 1 D 1 0 rn m J 1 �1 v" LASSANAH ASSOCIATE 572 Boston Road SUITE 20 # Billerica, MA 01821 (978) 667-5431 RESIDENCE FOR: "THE SAUGUS" JEFFCO, INC. ANDOVER, MA DRAWN ev:^" DATE: SCALE: REVISIONS: "mow"• a•�a �, , w � • .w � 1oropW1nvi1e1ea..t •p dr n... P� . na •P.CAe ie a"r wN[Jar ^^r"a•"0'e..i• 0 r O N n = J m AS,-, 9'-6" 10'-6" 8'-0.. w (978) 667-5431 !\ N w N � N Z N D A N p i LASSANAH ASSOCIATES RESIDENCE FOR: 2 0 0 N "THE SAUGUS" 572 Boston Road 0 3 i O r SUITE #20 p w w C JEFFCO, INC. Billerica, MA 01821 ° 2 r ANDOVER, MA (978) 667-5431 !\ N Z D A N 2 0 0 N 0 3 i O r v% p w w C n ° 2 r 70 DRAWN BY: to. h Akt.. b o &G" -d= = a'Wt-t -,MM q N Th— W.n. on DATE: bt.na.e r« auntn.knd o d .tea by ost ewv— SCALE: for —sane to lead t,aidn . p. — not aaa.. mmkn ,)k to any p tW wt. and mor ..wY..aa tet.. REVISIONS: W A (� ;' al N D J O —t N= N C r O_ ? T -0D 2 C o A z m r D AOD o A 0 v K > 0 M m m > n n -a o <m O u (N m --IL --� Orn -0 O 0 0 3 m 3 0 z Z 0 z m mn D oA m \\ \ \\ I zj 0 O \J I I CD z I I D 1 j. D N z r -III I —I I ISI II I II I h-11 ) MIN. 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A a M m 00 N •.tw.e eY o .tn,cera .qnw --IL --� Orn -0 !n m A D (/) E5 O z� !n '� ® A 2 m O REVISIONS: 002 wm. o.• n°t .,.deo to any v°nko"..n• one TOY fOQw • .1 1efti rn °- o -, O m z 0 :o Z O O O in ttttttti N RESIDENCE FOR: DRAWN BY., J. LASSANAH Lamm A—Woo, b ° a""' .s w ona not - 0 K000not a "THE SAUGUS" DATE: 04/24/2009 tnt" aw r°o f_dL�-k,`oI`nw. �nuPtm u.° a a d-" a •.tw.e eY o .tn,cera .qnw JEFFCO, INC. SCALE: AS SHOWN 1v ""•1 eAC tO 100°1 ooe n".° ANDOVER, MA REVISIONS: 002 wm. o.• n°t .,.deo to any v°nko"..n• one TOY fOQw • .1 1efti A A y. 07 p r D C -/I JUL . . • 0 0 . . \ 1 W m N f*1 • . . . • a . . 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J. LASSANAN r ..gh-tq #IM _ ,M.. p• �. THE SAUGUS DATE: 04/24/2009 j -' 572 Boston Road •°«•4 0-"a �, Suite -20 SCALE: A$ SHOWN �YO)4fi•em"w� Billerica, Masochusetts 01821 JEFFCO INC. � �°,,k W my�wtkW , .,.aa. w •m wn�« rl• e.° (978) 667-5431 ANDOVER, MA REVISIONS: 002 STRUCTURAL GENERAL NOTES: THE SAUGUS, NORTH ANDOVER, DOUG AHERN. 6-9-09 I. ALL LVL BEAMS SHALL BE i LEVEL by WEYERHAEUSER TRUS JOIST ALL INSTALLATION TO BE PER THE CURRENT MANUFACTURES RECOMMENDATIONS AND SPECIFICATIONS. E=1,900,000 PSI, Fb= 2600 PSI. ALL COLUMNS DESIGNATED ON DRAWINGS TO BE PARALLAM PSL 1.8E 2500Fc, DO NOT KNOTCH OR CUT LVL BEAMS OR PENETRATE WITH ANY HOLES EXCEPT AS ALLOWED BY MANUFABTURER. 2. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF THREE MEMBERS OR LESS TO BE NAILED TOGETHER WITH 3 ROWS 16 d @ 12" oc. FROM EACH SIDE OR AS SHOWN ON DRAWINGS. 3. ALL LVL INDIVIDUAL MEMBERS IN BUILT UP BEAMS OF MORE THAN THREE MEMBERS TO BE BOLTED TOGETHER WITH 3 ROWS OF 1/2" dia. BOLTS, ANSI/ASME STANDARD B18.21-1981 @ 12" oc. STAGGER OR OFF SET EACH ROW BOLTS SHALL BE PLACED IN SNUG HOLES, WITH A MINIMUM EDGE DISTANCE OF 2" AND WITH STANDARD WASHERS AT BOLT HEAD AND NUT, OR AS SHOWN ON DRAWING. 4. ALL LVL BEAMS TO BEAR ON BUILT UP POST OF A MINIMUM AS LISTED BELOW 2 TO 3 LVLS USE 3"X 3.5", 4 LVLS USE 4.5"X 3.5", 5 LVLS USE 6" X 3.5" OR AS DESIGNATED ON DRAWINGS OR ON STEEL AS SHOWN ON DRAWING. 5. BEARING ENDS OF ALL BEAMS TO BE BLOCKED 14.5 " SOLID EACH SIDE 6. ROOF SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAILS @ 6"OC. @ PANEL EDGES AND 12"OC. FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. 7. WALL SHEATHING TO BE ATTACHED TO FRAMING WITH 8d NAMS @ 6"OC.,@ PANEL EDGES AND 12"OC. FOR ALL FRAMING MEMBERS NOT AT PANEL EDGES. CORNER STUDS TO BE ATTACHED TOGETHER WITH A6D NAILS (t` 24" OC. OR AS SHOWN ON DRAWINGS 8. GYPSUM BOARD TO BE ATTACHED TO FRAMING WITH TYPE W GR TYPE S SCREWS IN ACOORDANCE WITH ASTM C1002 @ 12" OC, AND SHALL PENETRATE FRAMING A MIN. OF 5/8 " 9. ALL OTHER FRAMING TO BE PER THE 7TH. EDITION OF MASSACHUSETTS STATE BUILDING CODE. FRAMING LUMBER fb=875 psi, E= 1,300.000 psi 10. ALL JOIST AND BEAM HANGERS TO BE BY SIMPSON STRONG TIE, INSTALLATION AND NAILING TO BE PER MANUFACTURERS RECOMMENDATIONS. SPECIFIED HARDWARE MAY REQUIRE SPECIAL ORDER ALLOW SUFFICIENT LEAD TIME FOR DELIVERY. USE SIMPSON HURRICANE TIE AT THE EAVE END OF EACH ROOF RAFTER OR TRUSS.ALL EXTERIOR HANGERS TO BE CORRISON PROTECTED PER PRESSURE TREATED LUMBER MANUFACTURES RECOMMENDATIONS, OR STAINLESS STEEL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND FOLLOW THE MANUFACTURES LATEST INSTALLATION RECOMMENDATIONS AND SPECIFICATIONS FOR LVL BEAMS 12. ALL SUPPORTS UNDER BEAMS TO HAVE SUFFICIENT UNINTER'L'PTED SUPPORT ALL THE WAY DOWN TO THE FOUNDATION OR ONTO LVL BEAM. 13. BRING ALL DISCREPANCIES, PROPOSED DEVIATIONS AND ACTUAL FIELD CONDITIONS THAT ARE DIFFERENT THAN DEPICTED TO THE ATTENTION OF THE ENGINNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 14. COORDINATE ALL WORK WITH THIS DRAWING AND ALL OTHER PROJECT DRAWINGS INCLUDING SHOP DRAWINGS. 15. ALL STEEL COLUMNS, BEAMS AND PLATES TO BE A-36 STEEL. 16. ALL BIGFOOT SYSTEMS TO BE INSTALLED PER INSTALLED PER BIGFOOT INSTALATION MANUAL. 17. LOADS FIRST FLOOR LL 40 PSF, SECOND FLOOR 30 PSF, DL 15 PSF ,ROOF GROUND SNOW LOAD 50 PSF, DECK LL 60 PSF WIND LOAD 100 MPH. EXPOSURE B. 18. FOUNDATION TO BE CARRIED DOWN TO UNDESTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2 TONS/ SQ FT. 19. AT THE COMPETION OF THE FRAMING WORK THE LICENSED CONSTRUCTION SUPERVISOR IS TO PROVIDE A CERTIFICATION TO THE OWNER THAT ALL WORK WAS PERFORMED ACCORDING TO THE DRAWINGS, DETAILS, NOTES, MANUFACTURES INSTALLATION REQUIREMENTS AND THE 7TH EDITION OF THE MASSACHUSETTS BUILDING CODE FOR 1& 2 FAMILY RESIDENCES. 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L1� ;� 2 0 C O V Z o Q O H C O cm i O Ma CD mCD m �— = CL CD O G O L ca �a c cCc v J .fl D ca C Z 0 V CO2 O O — C— �� C c CLCO2 LLI 0 II� v/ U) 19 W I LUW N REScheck Software Version 4.1.2 Compliance Certificate Project Title: "The Saugus" Report Date: 04/27/09 Data filename: Untitled.rck Energy Code: 2006 IECC Location: Middleton, Massachusetts Construction Type: Single Family Builidng Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 1689 ft2 Glazing Area Percentage: 9% Heating Degree Days: 6268 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Door 1: Solid Jeffco, Inc. 0.390 13 Andover, MA, MA pompnance:Irassesioniequipmenrpertormance Compliance: 1.0% Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R -Value R -Value or Door Perimeter U -Factor Geiling 1: Flat Ceiling or Scissor Truss 909 38.0 0.0 27 Wall 1: Wood Frame, 16" o.c. 680 13.0 0.0 47 Orientation: Front Window 1: Vinyl Frame:Double Pane with Low -E 78 0.330 26 SHGC: 0.55 Orientation: Front Door 1: Solid 33 0.390 13 Orientation: Front Wall 2: Wood Frame, 16" o.c. 680 13.0 0.0 50 Orientation: Back Window 2: Vinyl Frame:Double Pane with Low -E 27 0.330 9 SHGC: 0.55 Orientation: Back Door 2: Glass 40 0.350 14 SHGC: 0.55 Orientation: Back Wall 3: Wood Frame, 16" o.c. 420 13.0 0.0 32 Orientation: Right Side Window 3: Vinyl Frame:Double Pane with Low -E 26 0.330 9 SHGC: 0.55 Orientation: Right Side Wall 4: Wood Frame, 16" o.c. 408 13.0 0.0 31 Orientation: Left Side Window 4: Vinyl Frame:Double Pane with Low -E 35 0.330 12 SHGC: 0.55 Orientation: Left Side Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 792 38.0 0.0 21 Floor 2: All -Wood Joist/Truss:Over Outside Air 21 38.0 0.0 1 Furnace 1: Forced Hot Air92 AFUE Compliance Statement: The proposed building design described here is nsistent with the building plans, specifications, and other calculations submitted with the permit application. The propose build' g s been designed to meet the 2006 IECC requirements in REScheck Version 4.1.2 and to comply with the mandatory req ire ents fisted in the RESCh ck Inspection Checklist. Project Title: 'The Saugus" __ _ _ Page 1 of 5 Data filename: Untitled.rck Report date: 04/27/09 Name - Title Signature Date Project Title: 'The Saugus" Page 2 of 5 Data filename: Untitled.rck Report date: 04/27/09 0 Date: 04/27/09 Ceilings: ❑ Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments - Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ❑ Wall 3: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ❑ Wall 4: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4: Vinyl Frame:Double Pane with Low -E, U -factor: 0.330 For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U -factor and SHGC requirements. Doors: ❑ Door 1: Solid, U -factor: 0.390 Comments: This door is exempt from the U -factor requirement. ❑ Door 2: Glass, U -factor: 0.350 Comments: Floors: ❑ Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Project Title: 'The Saugus"- Page 3 of 5� Data filename: Untitled.rck Report date: 04/27/09 Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2: All -Wood Joist/Truss:Over Outside Air, R-38.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1: Forced Hot Air: 92 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ® Recessed lights are either 1) Type IC rated with enclosures sealed/gasketed against leaks to the ceiling, or 2) Type IC rated and ASTM E283 labeled, or 3) installed inside an air -tight assembly with a 0.5" clearance from combustible materials and a 3" clearance from insulation. Vapor Retarder: ❑ Vapor retarder is installed on the warm -in -winter side of all non -vented framed ceilings, walls, and floors; or it has been determined that moisture or its freezing will not damage the materials; or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. ® Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R -values, glazing U -factors, and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R -value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to R-8. ❑ Ducts in floor trusses are insulated to R-6. Duct Construction: ❑ Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints, seams, and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closure systems. Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to R-2. ❑ Circulating hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R -values; window U -factors; type and efficiency space -conditioning and water heating equipment Project Title: 'The Saugus" Page 4 of 5 Data filename: Untitled.rck Report date: 04/27/09 f NOTES TO FIELD: (Building Department Use Only) Project Title: "The Saugus" Data filename: Untitled.rck Page 5 of 5 Report date: 04/27/09 2006 IECC Energy Efficiency Certificate Ceiling I Roof 38.00 Wall 13.00 Floor / Foundation 38.00 Ductwork (unconditioned spaces): Wirfdo--- 0-3? Door 0.35 0.55 Forced Hot Air Furnace 92 AFUE Water Heater: Name: — Comments: Date: North Shore & Southern New Hampshire 17 Malcolm Hoyt Drive n /",? Newburyport, MA 01950 Z i1 Office: (978) 462-5822 .'"'j'o DESIGN GROUP Facsimile: (978)462-5823 ENGINEER'S FIELD REPORT TO: CHARLES R. DELL-KCROCE FROM: W. SMITH SUBJECT: 202 GREAT POND ROAD DG JOB N0145-08 CONTRACTOR: RENES CUSTOM CARPENTRY DATE: MAY 26, 2009 WEATHER: CLEAR (± 58° F, SUNNY) CC: BUILDING INSPECTOR, RENE'S CUSTOM CARPENTRY, AND PROJECT FILE Work in progress observed: 1.0 Engineer arrived on job site at approximately 09:30 am and toured the project site with Contractor. 2.0 Engineer observed that Contractor was in the process of completing or has completed the following structural items: 2.1 Demolition A. Current percent complete = 100% 2.2 Foundations A. Current percent complete = 100% 2.3 Concrete A. Current percent complete = 100% 2.4 Masonry A. N/A OF 64Ss+cy� 2.5 Structural Steel ,M o KENNETH A. N/A DENNISON STRUCTURAL NO. 8663 Western Region Office 1000 Quail Street, Suite 290 TSDG # 145-08 Newport Beach, CA 92660 Office: (949) 622-0417 Pagel oft 2.6 Wood A. Current percent complete = 99% (Structural Framing) B. Engineer observed that knee braces are still to be installed. C. Engineer observed that deck framing has been changed to all 2X8 instead of 2X10 joists and 2X12 beams. 2.7 Facade A. Current percent complete = 0% 2.8 Miscellaneous A. None Structural items above observed by Engineer at time of site visit, except as noted otherwise, were in conformance with the construction documents prepared by TerraSearch Design Group. Except as noted otherwise above, Engineer takes no exception to work in process or completed at time of site visit. , 3.0 Engineer discussed with Contractor the following items: A. None 4.0 Photo record was taken see photo log attached. 5.0 Engineer completed tour of work in progress and left job site at approximately 10:00 am. KENNETH ` DENNISON STRUCTURAL NO. 8669 202 Great Pond Road TSDG # 145-08 Engineers Field Report North Andover, MA May 26, 2009 Page 2 of 2 PHOTO LOG 202 Great Pond Road North Andover, MA 01845 Date: May 26, 2009 @ 09:30 am Picture No.1 — New addition east elevation. Western Region Office 1 S # 145-08 1000 Quail Street, Suite 290 Newport Beach, CA 92660 Page 1 of 7 Office: (949) 622-0417 North Shore & Southern New Hampshire 17 Malcolm Hoyt Drive Newburyport, MA 01950 Office: (978) 462-5822 Facsimile: (978) 462-5823 DESIGN GROUP PHOTO LOG 202 Great Pond Road North Andover, MA 01845 Date: May 26, 2009 @ 09:30 am Picture No.1 — New addition east elevation. Western Region Office 1 S # 145-08 1000 Quail Street, Suite 290 Newport Beach, CA 92660 Page 1 of 7 Office: (949) 622-0417 Picture No. 2 — Columnibeam connection (knee brace missing) Picture No. 3 — 2x8 deck framing (instead of 2x10 and 2x12) 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009. Page 2 of 7 Picture No. 4 — Gable end view of framing Picture No. 5 — End of ledger 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009 Page 3 of 7 Picture No. 6 — Center floor beam connection to ledger Picture No. 7 — Center floor beam connection to beam 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009 Page 4 of 7 Picture No. 8 — Roof framing Picture No. 9 — Roof/gable end framing 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009 Page 5 of 7 Picture No. 10 — Ridge beam connection into wall of house Picture No. 11 — Roof edge beam/rafter/stud wall connection (north side) 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009 Page 6 of 7 Picture No. 12 — Edge beam/rafter/stud wall connection (south side) Picture No. 13 — Roof waterproofing as flashing joint connection 202 Great Pond Road TSDG # 145-08 Photo Log North Andover, MA May 26, 2009 Page 7 of 7