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Building Permit #410 - 1072 JOHNSON STREET 11/20/2006
TOWN OF NORTH ANDOVER NORTH APPLICATION FOR PLAN EXAMINATION o�,��•° '6�'I'o O Z. to Rc .v d Permit NO: V ��SSACHUS��� ' Date Issued: ®� /�T IMPORTANT: Applicant must complete all items on this page LOCATION 16 7,^� s' Print PROPERTY OWNER iazlY Print ..r� MAP NO.: 1,09- A PARCEL: TD ZONING DISTRICT: ' I TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Non-Residential Residential New Building XOne family C Addition D,Two or more family C.Industrial Alteration No. of units: XRepair, replacement ❑Assessory Bldg Commercial Demolition Moving(relocation) ❑ Other !- Others: = Foundation only DESCRIPTION OF WORK TO BE PREFORMED Identification Please'Cype or Print Clearly) OWNER: Name: rl/ /�'1� �6uc Phone: Address: /42o? Avow✓ CONTRACTOR Name: ©/� i CD LE L* Phone: Address: Supervisor's Construction License: CSS 05Y95�9 Exp. Date: Home Improvement License: fvZlJrl( Exp. Date: I- ARCHITECTI/ENGINEER Name: Phone: Address: Reg. No. I FEE SCHEDULE:BULDING PERMIT: 12.00 PER$1000.00 OF THE TOT,-IL ESTIMATED COST BASED O,N.S125.00 PER S.F. Total Project Cost :$ 01, x12.00=FEE:S Check No.: � Receipt No.: Page Io1 a i TYPE OF SEWERAGE DISPOSAL Swimming Pools TanningiMassage/Body Art ❑ g — � Public Sewer —i Tobacco Sales E"' Food Packaging/Sales Well Permanent Dumpster on Site 'rivate(septic tank,e _ Electric Meter location to project NOTE: Persons contracting with unregistered contractors do not have access to the guarantyfund Signature of A ent/Owner �' � g Signature of contractor r Plans Submitted ❑ Plans Waived yrtifled Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM -- DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS TE REJECTED DATE APPROVED CONSERVATIO COMMENTS DATE REJECTEDD TE AVPROVED HEALTFH ❑ OMMFNTS (V` l Zoning Board of Appeals: Variance,Petition No: Zoning Decision receipt submitted yes Planning Board Decision: Comments Conservation Di:cision: Conmients Water& Sewer connection/Sianature& Date Drivewav Permit Temp Dumpster on site yes—no— Fire Department signature/date Building Setback (ft.) Front Yard Side Yard Rear Yard Require Provided Required Provides Required Provided Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq. ft.: NOTES and DA FA—(For department use) of 4 Uuc:INSI'[C"IlUN.1L SI.KVI('Gti DI.PARI'MFNf:L31'fORM05 (tcatrd IA1C,len._000 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 Addition Or Decks ❑ Building Permit Application ❑ 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) 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 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 DEPARTME.N HIPPOR 105 I Location d � 7(A w b n J No. �v Date NORTH TOWN OF NORTH ANDOVER Of+ ` O , ,h•G + i + ; , Certificate of Occupancy $ �'�S'•°•Eck Building/Frame Permit Fee $ swcHus Foundation Permit Fee $ Other Permit Fee, $ TOTAL $ r Check # 19815 \ Bwlding Inspector FL0012 JOISTS I2r:5T ON POUM-r� TOP PLAT I 1/ 4" PIM WALL (,FLOW P�pIM�TI;I? "P,0130N'' JOIST P�1? MPGR, FF-COMMrNPAVON 2 " X 12 " LF-nGF-p BOLT TO E�XI5m6 PI?AMING WITH 2 I2OW5 51MP50N 5n5 1/ 4 X4 1/ 2 AT 16 " OC "l-J]" JOIST HAN6F-P AT P05T— I TJI 56 Al6'' kj2 jj " �jj O T g, OUTLINF- OF STAID OPFNING (VIP) r- L _ 12OUI3LE� TJI r-LOO1: JOIST CANTI;Lr�VF-IP FLOOD TAMING AT.GAt3LF-P WINDOW P20J1;CTION I U 4' PI tv 130 .b - -- - - -- - - - - - -- _ WINNOW Pf20JrCTION X 16 " MIC120LAM N U M,gs,�q 3 I FLOOP-,, F PAM I N G PLAN S� LAWRENCE Cy 101 HAROLD v' o l OGDE I � .o A 765 Q q y STE���>�`v FS NAI EN$\ 2 X IO AT 16" 0.C. 51MP50N H 10 HUPPICANF- CLIP AT F-ACH PAr-TF-P (TYPICAL) I I I I;XI5TIN6 WOOF FI?AMEt7 POOP TPIU55E�5 TO P�MAI N I I I I I I COLUMN; 4 " X 6 " WOOP POST j TO POUNPAVON [3F-LOW (TYPICAL) I i I PIP6F- 13F-AM; 2 - 13/ 4" X 16" MICPOL-AM LVL I 4" X 6" W O PO T HF-APF-I2 AT 5TAIp OFF-NINE 131;LOW; 2 - I 3/ 4 " X 9 1/ 4 " MICPOLAM LVL 51 50 N GF- PLANING CONNF-CTOI------ I 3 - 2 X 10 TI?IMM�f? I I 1213L 2 X 10 VALLF-Y i I f rMOVr/ MOnIPY r-X15TING 6AM F- F-NP WOW 112U55 I A5 PEI GUIFE�P POIP, NF-W 5TAIIPWAY HF-APIWOM CLF-AP.ANCr. PpOV112F- NrW WOOD r-PAMF-P 6A3LI; F-Nb WALL, 5UPPOPT NF-W WALL ON TOP FL-ATF- OF F-45TIN6 WOOF r-PAMF-12 WALL. I I I I 5IMPS0N HIO TYPICAL 'v��Q��H �F MgSSgc LAWRENCE tiN 1013)10 G HL A�C GN 7765 �O FS ONAL ENG I . All LVL beams shall be "trus Joist" or equal installed to be per mfgr, recommenclatlons & specifications, properties: I; — G�N� nn11 NO1�S; 1,900,000 psi, Fb - 2,600 psi, All columns shown on drawings to be "trus jolst" "timber strand 1.5 r or "parallam 1,8 F- 2.2. J All LVL Individual members in built up beams of three Lawronco H. Ogelen members or less to be nailed toghether with three rows 16d 12" o.c, stagger or offset each row by 12" 3, 198 F-ast Main Street all LVL indlvldual members In built up beams of more than /� three members to be bolted together with 2 rows of 1/ 2 6corojo-town, MA 018�� " dia, bolts ANSI/A5MF- standard 1318,21-1981 at 24" oc. 5tacigcr of offset each row. Bolts shall be placed In 9-78-X 52-8 18 snug holes with a minimum edge distance of 2" and with standard washers at each end 4. all LVL beams to bear on built up post of minimum as listed below; 2 - 3 LVL ---> use 3" x 3 5" 4 LVL-----> use 5 LVL ---> use 6" x 3,5" or as designated on drawings or on steel member 5. 6earing ends of all beams shall be blocked 14,5" solid each side 6. all other framing to be per current edition of MA55 5TATE PUILPING COI2C, framing luml6er Fb - 875 psi, r- 1,200,000 1,200,000 psi . I?r-MOV� EXISTING WALL 7. Al Joist and beam hangers to be 6y "5impson 5trong Tie" PPOVlf?F- NF-W MAM: Install and nail per mfgr, recommendations. Use "Simpson" 2 - 1 3/ 4 X 9 1/ 4 LVL "H-10" hurricane tie at cave end of each roof rafter. Al NSW Op�NING exterior hangers to be stainless steel, 2 X 12 pICJG� WITH 5/ 8" 8. WAL1-5 2 X 4 AT 16" OC 4 X 4 POST Da GU55E-:T 130TH 511PF-5 Or �Tr-k Al 'pre-engineered' Joist to be by "Trus-Joist" installed per mfgr, instructions and specifications includinq but not limned to all accessories such as; rim boards, web 12AHTE-�p5 2 X 10 AT 16" OC OF AQ stlffcners, bridging, bracing, nailing, and connection } �` sc WITH 5/ 8 " SH�ATNING �; 4 rcquircmenb5,ctc,. 5ubmitioist calculations, _ LAWRENCE m 11013 9' all steel to be A36, 5teel columns shall have bast and 2 - 2XIOHI2I: bearing plates: beam width x 8" x 1/ 2 " with 4 bolt holes AT WINDOW -PFc 765 Q��`� or welded to beam, Beam to beam connections to be °FFSS� NAL NG�� designated by engineer. � 10, ::::::: 9 / " 5IMP50N HIO HUPPICANF- all support under beams to have sufficient uninterrupted GONAD-Tl; �CIFIC A1ON510N, CLIP (TYPICAL) support all the way down to the foundation or onto LVL beam. MATCH GAp.AG� Sp�CI�ICATIONS 11. Bring all discrepencies to the attention of the engincer.Notify engineer If actual field conditions differ from that deptictecl or 12,expected, F0YF,, [-9,, P FP-,AMIN6 PLAN coordinate all work with drawings prepared 6y: —/�- 13, Loads; 15-,t floor LL - 40 psf, 2nd floor LL - 3O psf, PL- - SL- 15 psf, roof snow load — 30 psf, deck LL — 60 psf, stairs 60 psf. 14. foundation to be carried down to undisturbed soil having a minimum bearing capacity of 2 tsf- 2 - 1 3/ 4" X 16" MICROLAM LVL 5/ 8" CDX ROOF DECKING RIDGE VENT 2 X 10 AT 16" O.C. 2 -1 3/ 4'' X 9 1/ 4" MMICLOLAM LVL L-38 INSULATION MATCH EXISTING ROOF SLOPE L-30 INSULATION TYPICAL EXTERIOR WALL; SIDING TO MATCH EXISTING L3UILDIN6 WP.API I , TYPICAL EAVES DETAIL, 1/ 2" CDX PLYWOOD SHEATHING --11--------- FASCIA & SOFFIT TO MATCH EXISTING 2 X 4 AT 16" O.C. r ----------- CONTINUOUS SOFFIT VENT L-13 FIBERGLAS INSULATION I I I I _ POU13LF- TOP PLATE I I 1 I METAL DRIP EDGE POLY VAPOR BARRIER ICE/ WATER SHIELD 1/ 2" 6" I I I I II II I I I I NEW OPENING INTO EXISTING DWELLING II INSULATE FULL DEPTH OP FLAMING I 4'' T & G PLYWOOD DECKING CONTINUOUS 2 X 8 BOLTED TO FLAMING NAIL & GLUED TO FLAMING USE FLAMING CONNECTOi?5 I I I I I I I I 14" TJI 550 AT 16" O.C. OL 16" TJI 350 AT 16" OC 2 - 1 3/ 4 " X 7 1/ 2 " MICROLAM LVL I I/ 4 " PIM BOAP.D ENCASED IN WOOD TOMI I I I TYPICAL �XTVfzl01:WALL <GAf2AG�> n�; NSW 51PING HEADER: 3 - 1 3V ,4 " X 16 '' MICRO[-AM LVL I ! i i OUILPING WRAP 2" CIX PLYWOOP SHEATHING I I FINI !IST FLOOR 2 X 9 AT I6" O.C. 16' X 7' OH DOOR 5/ 8" TYPE X Cl" +I i X 6 WOOD P05T5 I X 3 STRAPPING i i i i TYPICAL 5ILL nE�TAIL, DRAINAGE 5WALE I I i I ANCHOk 130L-r5 AT4'0,C. i I I I 5ILL 5F-AL FOAM IN5ULATION I I I POUI3Lr� 2 X 6 TREEA-T_P SILL TOP OF EXI511NG l i i i z Z FOUNDATION I I I I II II 51,off LINISN CKAM 2 - *5 LEBA? TOP & BOTTOM POURED CONCRETE FOUNDATION 4" CONCRETE SLAB PITCH TO DRAIN — 12" COMPACTED GRANULAp BASE TWICAI, Cp055 5�C110N OWNER/ PUILDER CONFIRM ADEQUATE SOIL BEARING CAPACITY NEW 121bGr� VENT NF-W TONT�NTi:Y 5TPUCTUI2r- NIiW "AP.CHITr�CTUI? " A5PHALT I?00r 5HINGLF-5 6A31--I;f7 WINPOW pl?OJ�CTION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GUTT�I: pIt7GF- VI-NT - - - - - - - - - - - - - - - - - - - - - _-_ - - ____ t'pOf'OS�n �XI51'ING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- --- - -- - ------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .1 LL-L-4 0 �INISN 151'��001'. T FINISH r-LOOP, F-NTPY t?ICJG� V�Nr I?IbGF- MAM 5UFFOk;'r COL-UMN OUTLINF- OF F-X15T1NG poor CWME-n WIN12OW pl�'OJF-CTiON AWNING WINDOWS, ____ MArCH �X15TINGH�APF-F, HF-IGt HF-ICH -r NSW Ff2ONr F-NTIZY E- - PZAIN PIVrM� A3OVr- E NTf?Y Door? FIN15H Gp�Ar DOOM RUOOI2 GL,A55 POOP, 0 FIN15H 15r FUOok2 FIN15H GAF- Ar MONT I-N-MY 11 11 IF NSW ISH WINDOWS MATCH E�X15VNG 15H I3Mr. �UOOp nt?AINAG� SWALF- — Ar PPIVEWAY NSW pOUt?�f� CONCp�1� �OUNnArION PiGHTr L�VKION MOF05Ep) 5E�� KITCHFN CA31NE�T NSW CA51�ME�NT WINMOW VE�NMOl;� Dr;51GN FOS 'ANnV,I25E�N" C235 PACK 13A5F-/ WALL. CA131NE�T I2E�MOVF- F-Y,15TING 012 51MILA2 EQUAL (eXl5VN6) LAYOUT WINMOW UNI-r . ryo�ol w M0012 "TIGHT"�XI511NG CL.05�T EXISTING CHINA CL.05�T D err--i �,IV ,. IN5TALL. TWO < 2> NSW ; KI1'CN�N — (-I �A NG ii I'I?IMr WINDOW UNIT5 TO - II II MATCH "L.A2GFII2" MN 5 MN WINDOWS NDOW UNITS CUSTOM I ®� — TO MATCH FRONT o �XHA,15T I j �Af IN II II 5UPPOI2T MULLION HOOD O � I I COUN 12 ILI P FF -r OVA � TCH SIGH TO C INF Nr5W 5TAII25 PNTOOM C� I K IGHTI G AT TCH� 51M� prT p� OVA OI?11 N b F-4 TI C41, NG " . � Fo5 .-- A5 rllUIjr--t2 nowt � ---------------, I'I�-� C 1 AMC ; KITCHF-N LIGHT SIX f?� AACCA 5 I C�NTr-I2r-D ON CF-1111NG CI., ---------------- N 9 CL, CL. II II II II ti GP�Af DOOM II II II I ICLII"' CF-ILING AT NSW I.IV G OM 5TAIIS A5 PF-QUIPF-P �VTOOM 13�np00M < FI C-1-6-P-111 > F-45TING ROOF TRU55r55 <A30VF-> II II () () _ II II II II � ff I2rMOVF- r5XI511NG WA-[---- ALIGN r-n W PPOVIn� NSW 13�AM: WITH �XNG 2 - �j7SQ) ��L 20'-011 -4 X 4 P05T - PLAN5 FOR /NF-W PPlMt-:- WINDOW UNIT5 DH TILT 5A5H IN5ULATF-f7 GLASS - � MATCH F-X1511NG f?,O. F0 O, NSW 3 - DH WINDOW UNITS 50UC� r I\C5M NCS < TYI�ICAL UNLF-55 NOTED OTN�I?WIS�> MAINTAIN F-X5TIN6 F,O, 10-72 JOHN50N 50F�r r I PLAN I WINDOW UNIT NOP\T 1 ANPOM\1 MA G II\5'I PROOF\ PISA V Cr�NTri?F-:i') ON "13UMI'-OUT' PAS:6/II/05 NSW �XT>✓plOt; I�001? ALIGN NSW PPA1T--n/ IN5ULATEV 5TF-E�L POOR I � NF-W C--XTF-:Flo2 WALLS 2 NE-:W ( 2) WINDOWS F-45VN6 13A M�Nt E NTRMAY t0 FES MAI N ..--.77-1 ..� :..j NSW 12AI-ING 5tAlp5 A130V� ► ..., SLOPtiI� GA12AG� CSI-NG � �{ Z At 6A1?A6E� AMA 13r---OW 51"AII?5 -- Z 0 v Nr--W OVF-PHFAI2 I2OOfP I 4 I I I ALIGN NF-W WALL-5 WITH F-X15TING OUT-INE OF I pE�MOVE� F,;X15TING WAL- NSW P120Nt POOP' t0 PUL- 51ZF- OP Pt20Nt�N1�?Y A1�I�ItION :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.. .. ..:.:.:.:.:.:.:.:.:.:.:.:.:.:...:....... . . . . . . . . . . . — — — NSW 131TUMINOU5 _ . . . .'.'. .'.' A5PNALt PAVING °. °. rOp i D• • Dip • D• e ��•O a � •C o .dp•V . . .'. .'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NSW -ANnSCAPING i I A 4 . . . . ..... . . . . . . . . . . . . . . . . NSW WINDOW UNIt 9' + / - (VIP) l�Nll? f?051' .'. . . . . . .. ... ..... . 'ANbF-P5F-N' APC26 Op 51M1LAP, EQUAL .'.'. .'.'. .'. . . . . . . . . . . . . . . .. .... . .. ....... . . . . . . . . . . . . TrMPF�p�t2 6-A55 A5 PF�QUIPE�P PSP COnr� :.:.:.:. .:.:.:.:.:.:.:.:.:. .:.:.:.:. .:. . . . .:. . MOPIPY �XI51 ING Z NSW CONCp�TI; .. .:.:.:. FIN15H Gf2A1��5 POI? ' PAVER'' WA-KWAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PPOPr5t? PPAINAG� 0 . . . . . . .:. .:. . . . . .:. . .:. . . .:.:. . . . . . .:.. . . . . .. . . . .. . . PpOP�I?TY -INP N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . P�NTt�YP-ANPI t � Contractor Agreement .............................................................................................................................................................................................................................. THIS AGREEMENT made 10th day of November, 2006 by and between BC Squared Carpentry, hereinafter called the Contractor and Linda Soucy, hereinafter called the Owner. Witnesseth, that the Contractor and the Owner for the consideration names as follows: Article 1. Scope of the Work The Contractor shall furnish all of the materials and perform all of the work shown on the Drawings and/or described in the Specifications entitled Exhibit A, as annexed hereto as it pertains to work to be performed on property at 1072 Johnson Street, No. Andover, MA. Article 2. Time of Completion The work to be performed under this Contract shall be commenced on or before November 16, 2006 and shall be substantially completed on or before January 31, 2007. Time is of the essence. Article 3. The Contract Price The Owner shall pay the Contractor for the material and labor to be performed under the Contract the sum of Eighty one thousand Dollars ($81,000), subject to additions and deductions pursuant to authorized change order. Article 4. Progress Payments Payments of the Contract Price shall be paid in the manner following: one third at start, one third when job is 50% complete, one third when job is complete. Article 5. General Provisions Any alteration or deviation from the above specifications, including but not limited to any such alterations of deviation involving additional material and/or labor costs, will be executed only upon written order for same, signed by Owner and Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this contract. If payment is not made when due, Contractor may suspend work on the job until such time as all payments due have been made. A failure to make payments for a period in excess of 10 business days from the due date of the payment shall be deemed a material breach of this contract. In addition, the following general provisions apply: 1. All work shall be completed in a workman-like manner and in compliance with all building codes and other applicable laws. 2. The contractor shall work from a plan developed in conjunction with the homeowner and the homeowner's architect and approved by a structural engineer. The contractor shall furnish a description of the work to be done and description of materials to be used and the equipment to be used or installed, and the agreed consideration for the work. 3. To the extent required by law all work shall be performed by individuals duly licensed and authorized by law to perform said work. www.socrates.com Page 1 of 3 SS4301-230•Rev.05/04 4. Contractor may at its discretion engage sub-contractors to perform work hereunder, provided Contractor shall fully pay said sub-contractor and in all instances remain responsible for the proper completion of this Contract. 5. Contractor shall furnish Owner appropriate releases or waivers of lien for all work performed or materials provided at the time the next periodic payment shall be due. 6. All change orders shall be in writing and signed both by Owner and Contractor, and shall be incorporated in, and become part of the contract. 7. Contractor warrants it is adequately insured for injury to its employees and others incurring loss or injury as a result of the acts of Contractor or its employees or sub-contractors. 8. Contractor shall at its own expense obtain all permits necessary for the work to be performed. 9. Contractor agrees to remove all debris and leave the premises in broom clean condition. 10. In the event Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work without breach pending payment or resolution of any dispute. 11.All disputes hereunder shall be resolved by binding arbitration in accordance with rules of the American Arbitration Association. 12. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty or general unavailability of materials. 13. Contractor warrants all work for a period of 60 months following completion. Article 6. Additional Terms See Appendix B www.socrates.com Page 2 of 3 SS4301-230•Rev.05/04 Signed this /044 day of AA&I , 20 0(o Name of Owner: Linda Soucy By (Signature): Name of Contractor: Robert Cole dba BCSquared Carpentry By (Signature): L% Street Address: City/State/Zip: iriU�,� 4.4 11!K Telephone No.: CgYh9 Contractor's Licenser No.: CS 6swq !` www.socrates.com Page 3 of 3 SS4301-230•Rev.05/04 Appendix B Garage $651950 Includes — - removal and disposal of existing 20' x 24' carport and concrete slab - building 20' x 24' garage with family room on second floor as indicated in plans provided and to meet current local building codes - installation of Harvey Industries VICON Classic windows with 908 casing and J-channel ( same as house) - installation of siding, roofing, and exterior trim to match house - interior of garage to be insulated and plastered - garage door to be Clopay Coachman Model C 12 16' x 7' style door (no mechanical garage door opener included) - installation of seamless aluminum gutters and downspouts on front and rear of house and garage - new room above garage to be plastered and trimmed to match trim in existing areas of house Note: no finish flooring or rugs are to be provided on the stairs or floor in new room. Driveway $2,500 - prepare driveway with a "binder" coat Note: it will probably be too late in the year to put a finish coat on the driveway. We will deal with this in the spring of next year. Foyer $3,650 Includes — - adding approximately 5' x 9' foyer to front of house as indicated on plans provided and to meet current local building codes - foyer will have a cathedral ceiling existing front door to be removed and door opening to be enlarged specialty window (approx 4'0"w x 5'6"h) and new front entry door to be installed (door not selected yet) tile floor in new area (tile not selected yet) installation of siding, roofing, and exterior trim to match house rain diverter to be applied to foyer roof above new entry door Kitchen $59000 Includes — - removal and disposal of existing cabinets, countertops and trim - demolition of existing drywall, wiring, insulation, and existing kitchen floor (not sub-floor) - installation of new wiring, insulation, blueboard and plaster - installation of oak strip flooring to match existing dining room - sanding and re-finishing hardwood floor in existing dining/living room area as well as new floor in kitchen area - installation of new cabinets and moulding as indicated in kitchen plan provided Permits & En ing eering $2,500 Includes — - building permit from town of North Andover Building Department - charges from structural engineer to review/modify plans - charges for structural engineer to inspect structural work done by contractor Notes: 1) The start date indicated on this proposal assumes that the contractor will have received a building permit from the North Andover Building department no later than November 13, 2006. 2) Electrical work is not covered in this estimate. z NetZero Message Center Page 1 of 1 7MANETZER0 my esscose Cen�elr Print Message ( Close From : Linda Soucy<LSoucy@crosscountry-auto.com> To : 'Bob Cole(E-mail)'<bccarpentr@netzero.net> Subject : FW:Estimate for cabinets,counters and installation Date : Fri,Nov 17,2006 03:44 PM Hi Bob, Here is the current estimate for the kitchen. Linda -----Original Message----- From: maryjane@kitchenpeople.com [mailto:maryjane@kitchenpeople.com] Sent: Friday, November 17, 2006 3:12 PM To: LSoucy@crosscountry-auto.com Subject: Estimate for cabinets, counters and installation Hi Linda I wanted to update you on your kitchen project estimates: cabinets$15,703 countertop$4,700 installation for cabinets$5,000 the total is$25,403 includes tax countertop price does include installation Let me know if you have any questions. Thank You Mary Jane Paronich Kitchen & Bath Designer Carole Kitchen & Bath Design 215 Salem Street Woburn, MA 01801 781.933.3339 Phone 781.938.7624 Fax maryjane@kitchenpeople.com http://webmailb.netzero.net/webmail/new/8?block=l&msgList=00003rk0:0015NXwb000... 11/19/2006 207'= �I i, •I 37" 52" 1 0 27 WEP136R M EP36L MWEP16R �— / -- — 0 0 ' ij W123 123NVCMSC2412W1236 V RD1230NH.8 7� c i �, -------- — •-On BL4 Side BD12 i 24.DISH Z412fLL ' ofL N i` I• SB36-UT Rollout Trays Kraftmaid Cabinets Cascad Glas m I W 63"OC y W Mandolay Birch-Natural , Matching InteA, N li BPP9 w am Top Molding-LCVM8-Chestnu I; Bottom Molding-CVLR8-Chestnut Doubl All Ends Plywood I; Mantel Hood Trash 2 DD 1 Tray Div Full Extension Drawer Glides WBEPs,CVC46s i to j L --- ------ W Chestnut Finish 3 BWBT15. BPPS30.2 B15R -- CascadGlass c0 i I Matching Intetsb m i N.I (—RD1530NH.B ; a `< CO i ; RD1530NH.8 RDi55 91JH. VVT —j - RD1530NH.B 1' EP90 li :; _......_._......_�1 M CVL CVL: OBUFT j e,8" i i I All dimensions size designations given are Mary Jane Paronich This is an original design and must not be Designed: 1/18/2006 subject to verification on job site and Carole Kitchen Bath released or copied unless applicable fee Printed: 10/14/2006 adjustment to fit job conditions. 215 Salem Street has been paid or job order placed. Woburn,MA 01801 781-933-3339 i 4 Soucy All Drawing#: I 4 __� ............ ........... Note:This drawing is an artistic Mary Jane Paronich Designed: 1/18/2006 interpretation of the general appearance of Carole Kitchen Bath Printed: 10/14/2006 the design.It is not meant to be an exact 215 Salem Street rendition. Woburn,MA 01801 781-933-3339 i Soucy Soucy Drawing#: 1 a Appendix B Garaize $65,950 Includes — - removal and disposal of existing 20' x 24' carport and concrete slab - building 20' x 24' garage with family room on second floor as indicated in plans provided and to meet current local building codes - installation of Harvey Industries VICON Classic windows with 908 casing and J-channel ( same as house) - installation of siding, roofing, and exterior trim to match house - interior of garage to be insulated and plastered - garage door to be Clopay Coachman Model C 12 16' x 7' style door (no mechanical garage door opener included) - installation of seamless aluminum gutters and downspouts on front and rear of house and garage - new room above garage to be plastered and trimmed to match trim in existing areas of house Note: no finish flooring or rugs are to be provided on the stairs or floor in new room. Driveway $21,500 - prepare driveway with a "binder" coat Note: it will probably be too late in the year to put a finish coat on the driveway. We will deal with this in the spring of next year. Foyer $31650 Includes — - adding approximately 5' x 9' foyer to front of house as indicated on plans provided and to meet current local building codes - foyer will have a cathedral ceiling - existing front door to be removed and door opening to be enlarged - specialty window (approx 4'0"w x 5'6"h) and new front entry door to be installed (door not selected yet) - the floor in new area (tile not selected yet) - installation of siding, roofing, and exterior trim to match house - rain diverter to be applied to foyer roof above new entry door Kitchen $51000 Includes — - removal and disposal of existing cabinets, countertops and trim - demolition of existing drywall, wiring, insulation, and existing kitchen floor (not sub-floor) - installation of new wiring, insulation, blueboard and plaster - installation of oak strip flooring to match existing dining room - sanding and re-finishing hardwood floor in existing dining/living room area as well as new floor in kitchen area NOTE: Does not include the purchase or installation of new cabinets or countertops Permits & Engineering_ $25500 Includes — - building permit from town of North Andover Building Department - charges from structural engineer to review/modify plans - charges for structural engineer to inspect structural work done by contractor NOTE: the building permit application will include an estimate of the charges for the purchase and installation cabinets and countertops in the new kitchen. Notes: 1) The start date indicated on this proposal assumes that the contractor will have received a building permit from the North Andover Building department no later than November 13, 2006. 2) Electrical work is not covered in this estimate. I. The Commonwealth of Massachusetts a Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): `54909 l e4A'0PVJW—y/ Address: / City/State/Zip: Phone 7K Y14 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.A I am a sole proprietor or partner- listed on the attached sheet. + [Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. g. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 117 I do hereby certif der s an pe ties o perjury that the information provided above is ue and correct. Signature: q Date: f/ Phone#: Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r' Information and Instructions + Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax#617-727-7749 www.mass.gov/dia 1 oall, ni`rm,mr,.W'4". fii.` l�ali7� License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Board of Building Regulations and Standards Registration: 120280 One Ashburton Place Rm 1301 E,p Ixpiration: 11!14/2007 Boston,51a.02108 Type: Individual ROBERT C.COLE ROBERT COLE' 1 CONRAD ST METHUEN,MA 01844 administrator Not valid without signature � _- __- _ ` �,¢ 'C�om�nanu�eall� Y✓�faaJ�ude�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 055749 s Birthdate' 08105/1968 ` Expires:08105/200$ Tr.no: 236.0 1 i Restricted: 00 ROBERT C COLE 1 CONRAD ST METHUEN, MA 01844 Commissioner NOTES 1. SEE TOWN OF NORTH ANDOVER ASSESSORS MAP #107A, LOT #50 AND PLAN #5080, PLAN #4402 AND DEED BOOK #3480 PAGE #61 E.N.D.R.D. FOR SITE. S 0� p0 16 36" WIDE "M IRAFI 100X" 2. ALL NON PAVED DISTURBED AREAS TO BE LOAM AND SEED. 410'1 SILTATION CONTROL FABRIC ATTACHED TO 4'-6" WOODEN STAKED HAYBALES STAKES SILT FENCE BEHIND 2 WOODEN STAKES EXISTING STAKED HAYBALES LEGEND STAKED PER HAYBALE (TYP.) GRADE HAYBALES MOUND SOIL AGAINST FENCE W.F.D. WOOD FRAME DWELLING 3'-0" SILTATION SR BRICK NN/F NOW OR FORMERLY 260 CONTROL FABRIC FLOW 1 EXIST. EXISTING TO EDGE 6 ABOVE GRADE 4'-6" V WETLANDS BRPROPOSED . CONIC. BITUMINOUS CONCRETE BELOW GRADE 1•_6'• WOODEN TE THRESHOLD ELEVATION BELOW STAKES GRADE --160-- CONTOUR ELEVATION a 160X12 SPOT ELEVATION Q FF — EDGE OF WETLANDS �e SILTATION CONTROL FENCE & STAKED HAYBALES DETAIL 3A WETLAND FIELD FLAG •14"MAPLE TREE WITH SIZE AND TYPE SCALE: N.T.S. AQ `2( /09 Z' LOT #50 AREA=254,908 S.F.t =5.85 AC.t i — SE DETAIL / \ BE OW RIGHT Q � I 1 \ 150'f JOHNSON STREET 156.37 Z \ 10A 1-�S6` Nz OVERALL PLAN ?1/155.65 9 1 = 80 8A A`\ 5A y \a / 154.79 .. O�. 6A 154.04 w 4A �\ ti z p ` o / .�47 3A N APLE, I� 160_ � ���\ 157. 9* '� Z \ �C154.13 A 1 A EDGE OF WOODS — `"O ` [DRIP/ CROWN/ EDGE \SHED kid \ X33 OF SCRUB] LINE \ \\ ----- DECk \ % APLE °' --ft 2 p 14g"M 1619 16 8 \`OB **%b EXIST. � 1 1/2 STY iTE_ \ 15 17)6ST. CARPORT TO BE 1 ♦ _ 6 \ 11'2ONSTRUCTED TO�^WAPPEGARAGE, AN $g. � EXIST . tIY� PROP. 1 8 #10X0 RPORT 22\ ITCHED, GRADE TO BE MATCHED, EXIST. SITE PLAN OF LAND LAN ,X94-- 16 .0 \ X163.0 62. \ GRADING TO REMAIN IN \ c 63 PROP. SILT FENCE ADDITION } _ `. NORTH ANDOVER, MASSACHUSETTS PROP. ITEM. 6VO� iPROP. TEMP. SOIL SHOWING PROPOSED ADDITION CONC. PAVERS \M� 16 .4]OCKPILE AREA PREPARED FOR I Q]p 150'f 62.73 i LINDA SOUCY 63.701 1072 JOHNSON STREET >66\ ��CZ3.11 162.51 6? NORTH ANDOVER MASSACHUSETTS 01845 DATE SEPTEMBER 28, 2006 166.61 SCALE: AS NOTED - JOHNSON 66.46 0• 20' 40' 80' 120• JO 165.36 STREET `>6 'fis.2' 6 IMERRIMACK ENGINEERING SERVICES DETAIL1 = 2 O 66 PARK STREET ANDOVER, MASSACHUSETTS 01810 Attachment to Building Permit Application 1072 Johnson Street, No. Andover, MA Work to be done at this site includes: 1) Demolition of 20' x 24' carport including concrete slab 2) Rebuild 20' x 24' garage with family room above 3) Add 5' x 9' foyer to front of house 4) Re-model kitchen including removal of existing cabinets and replacement with new cabinets. See attached plans Permit# Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Proposed Garage/Family room addition Report Date: 11/16/06 Data filename:Untitled.rck Energy Code: Massachusetts Energy Code Location: North Andover,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 23% Heating Degree Days: 6322 Construction Site: Owner/Agent: Designer/Contractor: 1072 Johnson St Linda Soucy Robert Cole North Andover,MA 01845 BC Squared Carpentry 1 Conrad St Methuen,MA 01844 978-807-5624 �;,/�bcc!arrp�entr�@ten>e_ttzero...c�o�m yam. ,C'-lkr v Hr i.a!*I -l.'` 1 1 1V, I;h'�..IP A 6_!0 U�'f'f�l.iF.1!!_=!J 391�J1U .'•Ly Ceiling 1:Cathedral Ceiling(no attic): 240 30.6 0.0 8 Ceiling 2:Cathedral Ceiling(no attic): 200 49.0 0.0 4 Wall 1:Wood Frame,16"o.c.: 544 13.6 0.0 34 Window 1:Vinyl Frame:Double Pane with Low-E: 124 0.330 41 Floor 1:All-Wood Joistrrruss:Over Unconditioned Space: 480 38.8 0.0 12 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 Massachusetts Energy Code requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. (� AX S"QJ42f::D CA'Z_f0AT9-y wilder/Designer Company Name Date Proposed Garage/Family room addition Page 1 of 1 1 ----------- REScheck Software Version 3.7.3 Inspection Checklist Date:11/16/06 Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-30.6 continuous insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-49.0 continuous insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c.,R-19.6 continuous insulation Comments: Windows: Q 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: Floors: ❑ Floor 1:All-Wood Joistffruss:Over Unconditioned Space,R-38.8 continuous insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials IdentWication: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Proposed Garage/Family room addition Page 2 of 4 ❑ Thermostats are required 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 shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Proposed Garage/Family room addition Page 3 of 4 Table 9:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25'to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Proposed Garage/Family room addition Page 4 of 4 NORTH Town ofs 4Andover , No. dover, Mass., • 20- 0 ee 0 �-OC LA 1. 11 0 HICHEWIC ArED WARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT...........U.".1 BUILDING INSPECTOR ...........SO-LAOY..................................................................................... Foundation � has permission to erect........................................ buildings on.j.01F.2......I.GA&M.0.... .go. .**&................... Rough to be occupied as .....e"o.tChimney . .. ......X ,......A ....... .................................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough M77 406W PERMIT EXPIRES IVN6 ITHS Final ELECTRICAL INSPECTOR UNLESS CONSTRU TAAf S Rough ....... ................ ........... Service BUILDING INS CTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. EE REVERSE SIDE Smoke Det.