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HomeMy WebLinkAboutMiscellaneous - 116 SHERWOOD DRIVE 4/30/2018 O r N / 5S Date..... . -9' %................. .......... pORTq TOWN OF NORTH ANDOVER p PERMIT FOR WIRING -TS USG This certifies that ....'..."�.t.r.........`..............:/n..... ..`.`... •........ 5 has permission to perform �J .....:................... ................................................... wiring in the buildingof - —' /' � at.//G...... l2!4t-t`�- ................. .North/Andover,Maso, s Fee?Z`............... Lic.No//J_J / ...........::.c''` `�..... ........... l!c.. ELECTRICALINSPECTOR M WHITE:Applicant CANARY: Building Dept. PINK:Treasurer IYIM011 ALTH0FAA-SSACFIV,= office Use only MAP DEPART 1i \T0FPUBL1CSAFETY Permit No. /;Pe511 OFFREPREYEV770NREGUTATIONS527Gti1R 12-00 Occupancy&Fees Checked �PARZ PLRMU TO PERFORM LLE CAL WORK ALL.WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSSTs ELECTRICAL.C E, 527 CMR 12:00 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Town of North Andover To the Inspe-tor of Wires: The undersigned applies for a permit to perform the electrical work described below. Location (Street&Number) � Q She Owner or Tenant Owner's Address Sp ,` 4 A Ora-2.6 Is this permit in conjunction with a building permit: Yes No (Check A propnate Box) q t� Purpose of Building lUt fl /7/,V,h Qi Utility Authorization No. Existing Service .Amps / Volts Overhead F7 Underground � No.of Meters New Service &Cl:�_ Amps_/ Volts Overhead = Underground No.of Meters t Number of Feeders and Ampacity 1r✓ �^,�, Location and Nature of Proposed Electncal Work No.of Lighting Outlets ` No.of Hot Tubs No.of Transformers Total (O KVA No.ofp.ighnng Fixtures I Swimming Pool Above Below Generators KVA ground 0 eround No.of Receptacle Outlets SS" No.of oil Burners No.of Emergency Lighting Battery Units No.of Switch Outlets a-� No.of Gas Burners No.of Ranges No.of Air Cond. Total FIRE ALARMS No.of Zones Tons No.of Disposals No.'of Heat Total Total No.of Detection and Pumas Tons KW (vitiating Devices No.oi'Dishwashers Space Area Heating KW No.of Sounding Devices No.of Self Contained Detection/Sounding Devices No.of Dryers Heating Devices KW LocalQ Municipal Other Connections No.of Water Heaters KW No.of No.of Signs Bailasis No. Hydro Massage Tubs No.of Motors Total HP OTHER - IrmrwceCaau Pt s�ihert RF I have atimid Liability IrmsancePcbcy�g Car> e�crss s Jisw l�tivalent YES NO F I have st�xnitt� YES If}cu hatie YES,please it e type ci by ,te � rr INSURANCE BOND OU-IER ftase ) � >- Lm Estir i2ed yallydE=ical Wc&S Wc1c Start hectic Daae R ` Rwgh Final Signed m±r r Pataities FIRMNAME Ii�rseNa h ts88� Lim Y P,&J Rv ; a Siz= e LieNo ( " d- Bins T�.Na Le��I�-k A� r `E AiTei `EF8 a-s'G-aacP OWNER'S MURANCE WAIVER;I am awae dr the IMeiilAr< =xypx a-as a==c,zva�ffz as=M-dd tyNtissmi-az�Ctft-�Laws and tArnys2g s cntlsP=-Aiaqc tttwarestits (Please check one) Owner � Agent Telephone No. PER,MTT FEE 'S p�701 `� 4 7 616�' ) s� Location a r-r acod No: Zg Date 7 of 140RT h ,ti TOWN OF NORTH ANDOVER 3? •. nI. Certificate of Occupancy $ } Building/Frame Permit Fee $ /`I 8-, ei Foundation Permit Fee $ Other Permit Fee $ ' CU — Sewer Connection Fee $ ' Water Connection Fee $ 08C2, — ` TOTAL $ `/� C DPW Building Inspector 05/12/94 11:12 1,OR.00 RAID Div. Public Works PEI MI"T NO. `c� APPLICATION FOR PERMIT 'll) BUILT)**** 'NORT11 AND0V1,',R, MA hi%I, 4p. 1.0 F.NU. 2. 11E( 0HI)OFON\'NI RSIIIP DA"TE BOOK PAGE SIIH I)1%'. 11)1 ND. I()( A 16 � VI1H I'()SE 171 lit 1111)IN(i (hYNI_R'•S NAMI_ - gyp,./ N(L OF SIOPII.S X` s1z" D OWNLR�S ADI)1(LSS C Y C W�Y IiASE1 IENI )R SI AB ARC-I II I ECI'S NAI.IE ,y Ce Si71:()F FI.(X)R I lhlliF-HS I� �/�ST 2 �'JX(o Nn 3 � Q BI III DER'S N.N.(E 6 K O � SPAN ! 11 L I( /(yL___ DISI ANCF TO NEAREST FIUII DING DIMENSIONS OF 511.1 S DISI"AIVCEI-ROMSFREE1 f DIMENSIONS<1(=P(bIS Sfe l DIS I ANCE FROM LOT LINES-SIDES 1 r REAR 2- Q/ DIMENSIONS OF GIRDERS ARTA OF LOF G`f FR(N I AGE l vv I IEIGI FF OF F(X)NDAIION / TI IICKNESS�p ISBUILDIN(iNEW ( SIZEOFI"(X)IING l/ X t�(( ISBIII -DI M;ADDITI(NJ MA FERIAl.OFCIIfKINEY Q�L IS 61111.DIN(i ALTERATION IS BUILDIM;ON SCX.IDOH FII LED LAND Clo `h Nit 1.BUILDING CONFORM TO RE(K IIREMEN 1'S OF CODE e� IS BUILDING CONNECI Ell 70 TOWN WATER Y BOARD OF APPEALS ACTION, IF ANY IS BI111.DING C(NrNECI ED FO TOWN SI.WI:R IS BUI LDI NG CONNECT ED TO NA Il1RAL GAS I.1 NE INSI UCIIONS 3. PROPE111Y INFORh1ATlON �cG#, LAND('051 D ESI.BI lx;. COST D 1 FILLOUF SECTIONS 1-3 EST. DI IX;. COST PLR S(2. FT. t ES F. BI D(;. COSI PL•RR(XM ELECJFRIC AtEFERS MUST BE ON OIFFSIDE OF DMI DING SEPTIC PERMI F NO. AIT ACI IED GARAGES MUST CONFORM"toSFATE FIRE REGl11.AD(NJS a. APPROVED BY'. PLANS MUST BE Fit ED AND APPROVED Byh1FLDINGINSPECTOR BII11.1)1NGINSPF.(. 071 DA 1 E FII EDy/-�� OWNERS 11:1 1! / ` COHIR.1`EI.H .��A -37 7 - l CYNf1R.1.ICH ��D SIG Af11RI=.O1 OWNER lNt AlfllN)6f2�171:CD�AGLNT (�!/ 3a ! 7 • N.LC.p PERMIT ;RANIFI 19 J ^1c i 4v .30 14 )43a $ � 55q 154" t 1 � 3 c� 3 30 til )lag, 3 q � a4 s as 5A8 y 5- 3 ,R 3s4 i � xq � 3 3 � Dai tA o 1 c� N° 865 APPLICATION FOR WATER SERVICE CONNECTION I North Andover, Mass. r , 19 Application by the undersigned is hereby made to connect with the town water main in � Street, subject to the rules and regulations of the Division of Public Works. ? The premises are known as No. Street or subdivision lot no. ' g��j g�j� Cl95C4 Owner Address Contractor Address k � licant's Signature � g z. a PERMIT TO CONNECT WITH WATER MAIN The Board of Public Works hereby grants permission to C'vZci f� >, �f to make a connection with the water main at )ul�rt 2%C>GC� v ��l �/ Street subject to the rules and regulations of the Division of Public Works. Board of Public Works By. 7(Z Inspected by Date See back for rules and regulations Growth Management Bylaw Exemption Statement Town of North Andover Building Department This form shall be used to assist the Building Department in their determination of exemptions under section 8.7.6 of the Town of North Andover Growth Management Bylaw. The building applicant shall provide ail of the necessary information as requested below. Name of Applicant on Building Permit(below) Address of Property for Permit(below) 9 �uxae� F AapandAParcel : Purpose of Ap�plication (check b— e— I— o�„� Phan N�meplicant t/Single Family _Two Family I the undersigned 4applicant for the above property attest that the attached building permit for which this form is completed does comply with the EXEMPTION section 8.7.6 of the North Andover Growth Management Bylaw. I also understand providing this form does not absolve me or an to this from the requirements of obtaining other permits required prior to the issuance of the Bu ding Permitpermit Further I understand that my interpretation of the EXEMPTION status is subject to review by the Building Department and is only officially accepted when the Building Permit iq issued. Based on section 8.7.6 of the North Andover Growth Bylaw the above lot and the work as applied for on the above lot, in the building permit application and associated attachments, complies with one or more of the following sections as indicated by a check mark. This an application for a building permit for the enlargement,restoration,or reconstruction of a dwelling in ,,is ias of the effective date of this by-iaw, provided that no additional residential unit is created. lot(s)were/was created prior to May 6, 1996 are exempt from the provisions of this Section 8.7 of the Zoning Bylaw. This application is for dwelling units for low and/or moderate income families or individuals,where all of the conditions of 8.7.6.care met and/or represents Dwelling units for senior residents,where occupancy of the units is restricted to senior persons through a properly executed and recorded deed restriction running with the land. For purposes of this Section"senior'shall mean persons over the age of 55. This application is a part of a development project which voluntarily agreed to a minimum 40%permanent reduction in density,(buildable lots), below the density, (buildable lots),permitted under zoning and feasible given the environmental conditions of the tract,with the surplus land equal to at least ten buildable acres and permanently designated as open space and/or farmland.The land to be preserved shall be protected from development by an Agricultural Preservation Restriction,Conservation Restriction,dedication to the Town,or other similar mechanism approved by the Planning Board that will ensure its protection. adjThis application represents a tract of land existing and not held by a Developer in common ownership with an acent parcel on the effective date of this Section 8.7 shall receive a one-time exemption from the Planned Growth Rate and Development Scheduling provisions for the purpose of constructing one single family dwelling unit on the parcel. This application represents a lot which is ready for building permits,(i.e.all other permits from all other boards and commissions have been received and the project is in compliance with those permits),and the Development Schedule does not accommodate issuing a building permit in that Year,one building permit will be issued per Year per Development until such time as the Development Schedule accommodates issuing building permits. Applicant must supply approved form U with this EXEMPTION. Please provide any and all information that would assist the Building Department in making a determination' that your application is allowed one or more of the above EXEMPTIONS. By signing below I attest to the accuracy of the information provided and that the attached building permit is allowed an EXEMPTION as cited above. Further I understand that the submittal of misleading and or ina ate information, or the checking off of an above item which does not comply, whether done to my owle ge or not, is s for r al by the Building Department to issue a Building Permit. p�C nature o caner or Aut prized ent who signed the Attached Building Permit Dat This form must be attached to the Building Permit upon application for such permit 1 r: . ... _ id � ..e. _ ✓7L2 V/O�I7t 9774�/P-LIJCILLLJ2 Pl�-((�JJ(I.ClZlGJ6��J -� :j DEPARTMENT OF PUBLIC .SAFETY CONSTRUCTION SUPERVISOR LICENSE t ` Number: f..! 'j Expires: Birthdate: —� CS 658688 89J16f%888 89(16J1366 Restricted To: 80 OVA,.' DANA N TOWER S S ELIZABETH Si F �I TEWKSBURY, MA 81316 1 ' --- The Commonwealth of Massachusetts Departm'ent of Industrial Accidents -- Oneg01lnresaffatlons 1 - 600 Washington Street �3 Boston,Mass. 02111 Workers' Compensation Insurance Affidavit name: location: p;S city phone# C] I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity 0 I am an employer providing workers' compensation for my employees working on this job. comaary rsrtte:: _ _ address::. . city: phone#. insurance co., policy t# am a•sole proprietor eneral contractor or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: comnanv name: i addressz- I cityz p hone N, insurance co: • Qolicy# comnanr-name: ` I city: phone* po ict� Failure to secure coverage as required under Section 25A of NICL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S100.00 a day against me. t understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereV. Lq? er the pains n p aloes ury that the information provided above is true eeiand correct Signature � Date Print namce.L°!� Phone# OJC fJJ t C ly do not write in this area to be completed by city or town official permit/license q rlBuilding Department ❑Licensing Board mediate response is required (3Selectmen's Office Health Department n• phone N; -Other (revved 7/95 PJA) FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *******'*********************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT �ck-"O, :TVLAAp PHONE-Z7,0155-Wea( LOCATION: Assessor's Map.Number PARCEL SUBDIVISION � O (7�e-() (fie .�"' LOT (S) _ STREETdefw6-6 �� �1 _ 4 ST. NUMBER [(�D **************OFFICIAL USE ONLY******************* RECOMMENDATIONS-OF TOWN AGENTS: CONSER AT ON ADMINISTRATOR DATE APPROVED r 19 DATE,REJECTED COMMENTS l J JCO fJ"t� (Lid r41 S TOWN PLA R VDATE APPROVED Z DATE REJECTED COMMENTS FOOD INSPEaTOR-HEALTH DATE APPROVED DATE REJECTED /SE T IN OR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS �� DRIVEWAY PERMIT ¢-f-5 l FIRE DEPARTMENT ! (�^t(�e QP)4-f -f RECEIVED�BY BUILDING INSPECTOR DATE i I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # I MAScheck Software Version 2.01 I I I Checked by/Date I I I CITY: North Andover STATE: Massachusetts HDD: 6322 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 4-13-1999 TITLE: Classic House Plan #9058-12200 PROJECT INFORMATION: 28/30 x 40 Garrison 3,225 sq• ft• COMPANY INFORMATION: ' Tower Homes 5 S• Elizabeth St• Tewksbury, MA 01876 978-851-4554 COMPLIANCE: PASSES Required UA = 592 Your Home = 584 Area or Cavity Cont• Glazing/Door Perimeter R-Value R-Value U-Value UA -------------------------7----------------------------------------------------- CEILINGS 2059 30.0 0.0 73 WALLS: Wood Frame, 16^ 0•C• 3184 13.0 0.0 262 GLAZING: Windows or Doors 263 0.350 92 GLAZING: Windows or Doors 62 0.320 20 GLAZING: Windows or Doors 40 0.500 20 GLAZING: Windows or Doors 48 0.560 27 DOORS 38 0.140 5 DOORS 17 0.350 6 FLOORS: Over Unconditioned Space 1589 19.0 0.0 75 FLOORS: Over Outside Air 80 19.0 0.0 4 HVAC EQUIPMENT: Furnace, 80.0 AFUE ------------------------------------------------------------------------------ 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 requirements of the Massachusetts Energy Code• 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• Builder/Designer Date MAScheck INSPECTION CHECKLIST Massachusetts Energy Code, MAScheck Software Version 2.01 Classic House Plan #9058-12200 DATE: 4-13-1999 Bldg• I Dept• I Use I I CEILINGS: E ,3 1 1.• R-30 I Comments/Location I I WALLS: E 3 11 1• Wood Frame, 16" O.C• , R-13 I Comments/Location I WINDOWS AND GLASS DOORS: E 3 1 1• U-value: 0.35 1 For windows without labeled U-values, describe features: I # Panes Frame T pe Thermal Break? E 3 Yes E 3 No 1 'Comments/Location ✓�o 1). Gow �i//S5 E 3 1 2. U-value: 0.32 I For windows without labeled U-values, describe features: I # Panes Frame Type Ther al Break? E 3 'Yes E 3 No I Comments/Location CL"/ E 3 1 3• U-value: 0.5 1 For windows without labeled U-values, describe features: I # Panes Frame , pe Thermal Break? E 3 Yes E 3 No I Comments/Location/)+✓cy ict/1'c,?C E 3 1 4•, U-value: 0.56 I For windows without labeled U-values, describe features: I # Panes Framepe Thermal Break? E 3 Yes E 3 No I Comments/Location l /n,/um ' I I DOORS: E 3 1 1• U-value: 0.14 I Comments/Location E 3 1 2• U-value: 0.35 p 1 Comments/Location / 4ii- /w I I FLOORS: E 3 1 1. Over Unconditioned Space, R-19 Comments/Location E 3 1 2. Over Outside Air, R-19 I Comments/Location I I HVAC EQUIPMENT: E 3 1 1• Furnace, 80.0 AFUE or higher I Make and Model Number I I AIR LEAKAGE: E 3 I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When I installed in the building envelope, recessed lighting fixtures I shal-1 meet one of the following 're•quirements: y y 1 1• Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or I gasketed to prevent air leakage into the unconditioned space. 1 2• Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the 'ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 pressure I difference and shall be labeled. I VAPOR RETARDER: E 3 I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. ' I I MATERIALS IDENTIFICATION: E 3 1 Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating I and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating I equipment efficiency must be clearly marked on the building plans I or specifications. I I DUCT INSULATION: E 3 1 Ducts shall be insulated per Table J4.4.7.1• i I DUCT CONSTRUCTION: E 3 1 All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the I manufacturer's installation instructions. Mesh tape may be I omitted where gaps are' less than 1/8 inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing 11 air and water) systems• I I TEMPERATURE CONTROLS: C 3 1 Thermostats are required for each separate HVAC system. A manual I or 'automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC• EQUIPMENT SIZING: Q ]I I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and J4.4. E 1 I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. 11 I 3 1 HVA( PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F must be insulated to the following levels (in. ) : I I PIPE SIZES (in. ) I HEATING SYSTEMS: TEMP (F)' -2" RUNOUTS 0-1" 1.25-2" 2.5-4- I Low pressure/temp• 201-250 1.0 1.5 1.5 2.0 I Low temperature 120-200 0.5 1.0 1.0 1.5 1 Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 I E 3 I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in• ) : 1 PIPE SIZES (in• ) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS ' I HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" 1 170-180 0.5 1 1.0 1.5 2.0 1 140-160 0.5 1 0.5 1.0 1.5 1 100-130 0.5 1 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- I � Project Plumber & Title: atoo Calculations for Square Footage(s) of Ceiling(s) ala Illna Vaulted or Cathedral Ceillna E i a L2 s section i Le th V (LI + L2 4 L3) X W : Area Width 0) Plan Ylea L X W Area Vaulted or C&hedral Cp.Mri L1 Area#1 Area#1 - _ Area#Y�'- �#( Area #2 Section � LI X W X # of areas LI X W X # of areas A o. Area#4I - K ' K Area#1 e r Area 01 J— w Plan VIrArea ql Area #1 + Area #2 + Area #3 + Area #4 = Total 5q, ft. �-� g`Pa#4 LIXWX # of areas LIXWX # of areas �l�rk.Ar�a dc,,> 4- Ito "77- z< 7Lzs l colonel Drafting servie-es 110 Main st.,Unit#104 Tewksbury,MA 01816 (918)851-1330 i Project Number & Title: qow- iZZoc.> (calculations for Square Footage of Walls A A N let Floor Plan B D grid Floor Plan g 11 N3 Cs F D C C F 2nd Floor Perimeter I (PI) : A + B + G + Perimeter 2 (P2) = A + D + G + D N2 D + E + F + G + H NI PI X NI = let Floor wall area (Al) P2 X H2 = 2nd Floor perimeter area (A2) I let Floor P3 X 143 = 2nd Floor wall area (A3) AI + A2 + A3 = Total wall area ;ten' Work Area 2 yo t 4-r !6 -e Z� + �� +2 + �- Sy ) x 8.0g =/ftyq �So 64ofLr2 (yo -ryrz -r �So r Ig44 f3 tZ ot ` � Z + Z•?S (qo + a,, Colonial ��•�I Drafting ' Servtcee I1O Main SL,Unit 0204 lewkebury,MA 01816 (918)851-1330 Project Number Title: ���`�`' 1 'LOD ` Calculations for windows & Doors Table of areas for Double Hung windows table of areas for Casement windows APPROXIMATE WIDTH APPROXIMATE WIDTH 1'10" 2Y 2'6'. 2'B" 2,10" 3'0" 3'2" 3'4" 3'6" 1'5" 1'8" 2'0" 2'4" 2'10" 3'0' 3'5" 4'0' 4'9" 6'0' 3'5" 6.26 7.41 8.54 9..11 9.78 10.25 10.92 11.38 11.96 -0 2b" 2.83 3.34 4.0 4.66 5.66 6.0 6.83 8.0 9.5 12.0 -D 3'9" 6.87 8.13 9.38 10.0 10.61 11 .25 11.88 12.49 13.13 A 2'4" 3.26 3.89 4_66 5.43 6.59 6.99 7_96 9.32 11 .07 13.98 4'1" 7.47 B.85 10.21 10.89 11.67 12.25 12.93 13.60 14.29 0 3'0" 4.25 5.01 6.0 6.99 8.49 9.0 10.25 12.0 14.25 18.0 3 4'S" 8[.3 18 9.57 11.04 11.78 12.62 13.25 14.10 14.71 15 A 3'5' 4.84 5.71 6.83 7.96 9.67 10.25 11.68 13.67 16.23 20.5 D 4'9" 10.29 11 .8812.67 13.57 14.2515.16 15.82 16.75 m 4'0" 5.67 6.6B 8.0 9.32 11.32 12.0 13.67 16.0 19.0 24.0 M = 51" 11.02 12.71 13.56 14.39 15.25 16.10 16.93 17.79 7-5-0- 7.08 8.35 10.0 11.65 14.15 15.0 17.09 20.0 23.75 30.0 M ' Gl 5'S' 1 1.74 13.54 14.45 15.46 16.25 17.28 18.04 19.09 =5'5" =6 [9=.05 10.83 12.62 15.33 16.25 18.51 21 :67 25.73 32. 6'1" 11.13 13.18 15.21 16.22 17.22 18.25 19.26 20.26 21:29 --r 6'0" 8.5 10.02 12.0 13.98 16.98 18.0 20.5 24.0 28.5 36.0 rea Calculation table for D.H.windows Calculation table for Casement windows Unit size Area of unit X quanfty - Total Unit size Area of unit X quanity " Total iroYWy 8.80 2 /7. � 67 esr' y6�k 4 01.371 i 21. ZrroxY�� /�fo2 (D 121�.Z Calculation table For Glass Doors Calculation table For other glazing Unit size Area of unit X quanity Total Unit size Area of unit X quanity Tota Yo t+ �0 , Z /� 3y -- Pr�� 3y,ey I 3v,6Lj Calculation table for exterior doors Calculation table for interior doors Door size Area or unit X quanity = Total Door size Area of unit X quanity = Total 3 Zo , zb z'a 0. 81 3$ Total area of exterior doors Total area of interior doors i Colonial Drafting 2'6" = 16 .67 5'0" = 33 .35 Services 170 Man Si,Unit 1204 2'8" = 17 .81 6 '0" = 40 .00 ' Tewksbury,MA 01876 3'0" = 2 0 .0 8'0" = 53 .36 (978)851-7330 Area of various doors WD" height). Project Number & Title: *j S - I-bzoo Calculations for Floors i Hoor Plan I Q S E i I Length U-) LX W = Area Area of floor over unconditioned (unheated) space (L X W) (qO + Z) 3x7. + (z 7s x2 ( 4 Area of floor over outside air L X W) yah Colonial ' Drafting 5ervicea 110 Main St.,Unit 11204 iewkabury,MA 01816 (918)851-1330 TOWN OF NORTH ANDOVER, MASSACHUSETTS DIVISION OF PUBLIC WORKS 384 OSGOOD STREET, 01845 GEORGE PERNA Telephone(508)685-0950 DIRECTOR Fax(508)688-9573 � NORTM 9 O etz ¢o 4,0 OL O M Q4TF Ot^pP y�y SA US DRIVEWAY PERMIT Date: �, r i 9 ,7 e? LOCATION: BUILDER: phone: OWNER: phone: Si The North Andover Superintendent of Highway Utilities&Operations MUST be notified of the grade and set-back from street established in any driveway entry onto any street or way maintained by the TOWN. Call the Highway Superintendent's Office, before finish grading and surfacing for approval of such entry. FAILURE TO COMPLY AND OBTAIN APPROVAL VOIDS THIS PERMIT. Remarks: Approval: ORTIy oven o �� 0Andover 01 N owjo ge 2 s� � _ No ndover, M y , ass. T Q - IAKE 11 COCHICHEW �1. ADRATED SSACHUSE IT FOR EXCAVATION Ago FOUNDATION THIS CERTIFIES THAT ........D.alv..a....7W.W.4..L C has permission to excavate and pour foundation at �� D(N. ...... ........ .... for the purpose of..... ,N .�.`!... .....Otzi:41 AV..4!t. The person accepting this permit must return-to the office of the Building Inspector a certified plot plan-show-' of building thereon before Foundation will be inspected. 44 NO P*ar WCA, '00L 'ro rASEn 4?AJ C ( vvc) , VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. BUILDING INSPECTOR AORTF, own ofE over z �- C C-C Qrt dover, Mass., ADRATED P �C S H � BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THISCERTIFIES THAT.... ......... ..... ...W.. .. ....................................... ............................ ........ Foundation has permission to erect.............'......................... buildings on .. •.O' ..�i................... ..... .. ���IulppaQ bt . . .................. Rough to be occupied as.,S.� ...Aft N 441*.......FA.W1&' ..... t / �!j C. �� ya Chimney provided that the person accepting this permit shal�in every respect conform to the terms of thea application on file in liPP 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 ' No DECK ON rear OUL to PERMIT EXPIRES IN 6 MONTHS Final Ab M *N UNLESS CONSTRUC T TS ELECTRICAL INSPECTOR C Rough % .............. .... ... t�C � ......... .................. Service BUILDIN. .G INSPECTOR 301% O Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Dec. Tower Homes 5 S. Elizabeth St. Tewksbury, MA 01876 978-851-4554 ................ Fm ILLUI 00 DDILLLIII EEO0 28 / 30 x 40 -Garrison Family Room — 2 Car.- Garage Colonial - � Drafting 4 Bedrooms — 2 1/2 Baths Services 170 Main St, Unit #204 Classic House Plan #9058-12200 - 32Z5 Sq. ft. — Living - Tewksbury, MA 01876 (978 C280801-2LS-14x16D - 851-7330 J J Continuous baffled ridge vent 12 Continuous baffled ridge vent Compoefte roofing—, Egress window Gom osite roofin Egress window _ Egress wln Ln ALUM 12 LLl b V Second Composite roof Siding ing a _ ed 6 i Ing 0 0 N L 0 - I x BWater Table Board 1 x 8 Wafer Table Board ftishGrade Approx.Finish Grade Wawoting I I I I I I Pr6nary egress door I i Be.eaent I I _ _ _ _ _ - _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — r — — — — — — — — — — — I— — — — — — — — — — —i — —i — — — —I— — I— — — — — — — — — — — — — — — — — — — — — — — — — —� q� ►� - Front layation VB" ■ l'O" .i■�rii�r+�i� rrr. . . .. .. �rrrrrrr■.r■�irrrr► ■rrrrr rrrrrrr. .ice �i+rr■i�■Ti�■{'i■Z■% �ii■r�■i.�i r1°+~ +■■+■■+�'moi irr rrrrrrrrr � �`-=ice Zi ��■�ii►~ter Zar�rr S■■�� ' 'ter rr+■■■■r r �rri�ri■ rr�i■ Ed 20=0 ... .. ■� rr _ �■ I ZorEd r rr+r.r r ii■rrr .• •�r■■..r■.r rrrrrrrrrrrrrrrrrrrrrrrrr rrrrr /+rrrr■■rr?rr■■rrrr..r+rrr••■■+rr■■r■■+r+rr1 rrr■■rrrrrrrrrrrr_` rf.rrrrr■.rrrrrrrrrrrrrrrrrrr■.■■�.rrr err+rZZ�i■�iirri■ .Z�i�i■rri■■ ■■rrrZr+�ir�i�■�i■i■iirrrZ�`■Z�■i�ii�ir�iirZZZZr■i► - - �■.■■■■rrr■■rrr+■■■■rrrrrrrrrr■■■■rrrrrrr■■+rrrrrrrrrr■■rrrrrrrrrr► SEEM Mrs ■■■ ■■■' ■■■ ■■■��� ■urrrrrr. �� iii iii ■■■ ■■■'� ���■■rrrr■■��rrrrrrr� � � ■■■ ■■■ u u .,■■rr■�■■rrr �rrrrrrr� ■■■ ■■■.�� ��— r.rrr�.r■.rr�i�.r■.rrr. ■■■ ■■■;� ■ rrrrrr) ■ii■ ��■■�■ � rr■n■�r■■rr■■rrrrv■i rrr+r■_--------------- ■~rwa�ra rrrrrrrr����.. w■■■■■rrrrrrr■■rr rr -- - — ■■■ ■■■ Irl■■ ■■ ■■ -- - ' Tab Is Board Lmi ���� AV MFEIRVIMAi ��+rrr+r+�+�rrrrrrrr Ir_r�r_r_r_r_r_Ilrrr�� .■■�■/rri■�.r�rrrrrrrrrrrr■ rrrrrrrrrrrrrr�Ir�rrrr. rrrrr■�r�rrrrrrrrrrrrrr �rrrrrrrrrrrr■rrr��r+rr■�. �+rrrrrrrrrrrrr+rrrrrr■ ■rrrrrrrrrrrr_rr�rr►�r�.r� ■rrrrrr+rrrrrrrrrrrrrr■■ rrrrrrr rrr/�r��rrr�rrr� /rrrrrrrrrrrrrrrrrrrrrrr■ rrrrrr '' �rrrrr■■ �r rrr■■rr rrrrrr ■■rrrv■■�■r■■r■■r, rrrr. r■■■.■■r.rr ..: .. ■.■■■.rrrr■ .rrrr � ■� rrr�r+r+rr_r►��.r■.� ir�■+�■rr rrr■�■�rr■�+■■ �■�n�■■r■�■��'�!►.rr rrr■■r■�r■�r■■�rrrr �i■�r�+�r�■s�r�r■nr�r�.r�.r�.r�r�.r�■ r.ri�r■.r■� .r�+r.■■rr�.r■�r�.r■■r�+r+�. rrrrr■■■�■■r■■+■�rr+rrrrrrrr■�rrr■��� ire irrrr■■r■�rr irr■■r■■r■■r■�■�rrr rrrr. �■■rrrrrrrrrrrrrrrrrrrrrrrrrrrr■ ori ru■��■■■�■►_����r�■��r■�r■■r■i■■■�r\�r�.r► rrrrr+r+rrrrrrrrrrrrrrr+_rrrr+� Irk Irrrrrlir/_rrr rrr\rrr� .rrrrrrrrrrrrrr■■rrrrrrrrrrr+rrr+■ ■.ri.rrrr►rrrrr ... .. . ■.r■.r�.r■.■�- �rrrrrrrrrrrrr■■rrrrrrrrr■■rrsrrr■■+r �r■�rrrrrr��rrr■� rrr■�r...r■�.+ no SWIM nri�rr�rr�rrrrr+rrrrrrrrrrrrrr►��rr► �rrrrrrrrrrrrrr■�rrrrrrrrr■■rr�rrrrrr ir■i�rr�..�r..�rrrr�rrrrrrS■�■r■�rrr■�rr��rr� .r�r�r�r�r�r�r�r�r���r�r�r�����r�r�■ ��������►.�■�r•�r�����.r���r��■�������:��r�_ rrrr► rrrrrr _ �'�rrr�.r � .■rrr. �� _ _ �_ rrrrr 'rrrrr _ _ _ ��.rrrrrrrrr■■rrrr��� rrrrr- � �rarr\ �r - �rrrr■■ rrrrr �� �■r■■r\ _ rr ". ♦' � rrrrrr\�_ �.rrrr� .rrr. C � p ��ZrZrrrrrr�rrr�r rrrrrrr .�� rrrrr' �.T��■T.■��►� rrrrr.�� _ _ ?�.��.rr����.�■��■^.��.rry■�r��r�. �� ��rrrrr �.�irrrrr+�� �rrrr� NoteG e in e r a 1-- N o t e sMaximum allowable spans for header 1. All notes and details contained within these drawings are to be usedsupporting wood frame walls as they would apply to the house being constructed. th d it io n M agsae hu ge tt8 u i t d ing C O d e r" ISize 5u ort' +4eaders in Notes and details apply as necessary to the house desi n. pp g 1 'Story2 Stories alalia not 2. When plans are used in conjunction with builder speclFications and pp y g �„ of Roof any discrepancy occurs, the epec(ficatlons will supercede the drawings. Header Only Above Above supporting Smoke Detectors C 3603 , 16 , 10 1 %2floors or roof 3. All substitutions are the responsibility of the Builder. p 4. All dimensions are to be Field verified by the Contractor and any Smoke detector/heat detector locations: � 2-2x4 4' adjustments made accordingly. i. In the immediate vicinity of bedrooms., lu Y_2x6 6' 4' 2. in all bedrooms. 5. All work shall be completed in compliance with all applicable 2-2x8 8' 6' 10' Building, Plumbing;Electrical codes. Any other local,state and/or 3. in each story of a dwelling unit, including basements and cellars, federal codes that may appy to this project shall be considered but not including crawl spaces and uninhabitable attics. •j 2.2x10 10' 8' 6' 12' as part of the construction documents. 4. 1 for every 1200 sq,ft. unit. 2.2x12 12' 10' 1 8' 16' 6. All waste materials and debris shall be removed and disposed 1., 1 I Nominal four-tach thick single headers may be of properly. Exit Doom t 3603 . 11 1 - 36" wide x 6'6" high, others 2'8' wide min.. , substituted for double members. 1. Numbers set within I I reference that section of the 6th Edition of . . 2. Spans are based on No.2 Grade Lumber with the Massachusetts State Building Code. - interior Doone Z 3603 , 11 , 2 I 10' tributary floor and roof loads. 8. These drawings were prepared per guidelines set forth in the 30" wide x 6'6" high Grin.) Mass, State Building Code Section 136 I for 14 2 family dwellings. Exception= Minimum Uniformly Distributed 1, Bathrooms 28' Grin.) Live Loads Obs, / sq, ft) Safety Glazing 13603 , 20 , 4 , 21 2. 5xi5ting Bathrooms 24" (min) LIVE All doors and fixed sideanels with 24' to either side of a door. UJin p �� Sleeping Room dow Opn g 13603 , 10 . 4 . 13 U 5 E LOAD Oar) Exposed bottom edge less than 18 above floor. _Individual panels that are greater than 9 sq, ft. 33 sq,ft.,20" x 24" in either direction. Balconies and decks 60 Garages to Crew1 Specs C 3603 , 9 , 2 I arages (passenger cars only) 501 1 ? Legend: ( � ) - Smoke Detector = Opening 18" x 24" (min) Attics (roof slope 3/12or less, no storage) 10 o Access to Attic C 3603 , S , 2 ] Attics (limited storage) 20 O 10'0° 22" x 30' (min.) For attics with a height greater than 36" Livings Areas (except sleeping rooms) 40 Ventilation Required t 3603 , 6 , 2 1 Sleeping Rooms 30 fill 11 11 fill fill I . I. Every room or space Intended for human occupancy shall be provided (2) with natural or mechanical ventilation. . . Stairs 4O Exception: Every bathroom and toilet room shall be equipped with a Guardrails and Handrails 200 mechanical exhaust Fan. i NI&concentrated load at any pont along top) Girder Ends C 3603 . 22 , 4 . 4 I Note' The ends of wood girders shall have a 1/2' air space on top,sides 4 end. (2) Stair treads shall be designed For a single concentrated - load of 300_lbs,over an area of Four square Inches. Basement Ventilation t 3603 , b , S , 2 . 13 Chimney clearances t 3610 . 2 . 5 1 Basements and cellars not used as habitable, occupiable space shall door Surface C 3603 .-5 .3 I be provided with a minimum of four sliding type,or awning type basement Garage floor surfaces shall slope to Facilitate drainage toward the building within 10 but shall not be Tess than 3 Chimneys shall extend least 2' higher than any the ny portion of the windows for every 1500 sq. ft.of floor area. main vehicle entry/exit doorway. point where the chimney passes through the roof. l=ire Separation t 3603 , 5 : 2 I _ Joist Under Bearing Partition 13605 , 2 , 3 , 21 The garage shall be separated from the residence and its attic area by Joists under parallel load bearing partitions shall doubled or a Garage / mouse Separate 13603 , 5 , 13 5/8 inch (min.) type X gypsum board applied to the garage side. beam of adequate size to support the load. Openings from a private garage with either solid wood doors 13/4" - Roof and Attie Ventilation C 3603 . 6 . 8 . 1 , i I Bearing C 36.05 e2 , 43 thick (min.) or 20--minute fire-rated doors,'self closing devices and Ventilating area shall be 1/150 of the space.This can be-reduced The ends of all joists,beams or Vders shall have 11/2" (min) of fire resistive rated door frames are not req'd. All door openings 1/300 when a vapor retarder is installed. _ between the garage and the dwelling shall be provided with a raised bearing an wood or metal and 3 (min.}on masonry. sill with a 4" min. helght. Brid C 3605 , 2 , 5 , 1 I Minimum Coiling Height C 3603 , 8 , 11 g� Minbnum Glazing Area C 3603 , b , 4 . 2 3 Minimum ceiling height= Habitable rooms, except kitchens,shall have a Bridging shall be installed at intervals of 8' (max) Exterior glazing area of not less than 8% of the area 1/2 of the required telling height of not less than T 3' For at least 5096 of their required areas. Exception=Cantflevered Joists shall be laterally braced area or glazing shall be operable. - at points of support 16'0" 40'0" 22'0" 4'8" 58" 26'6" 6'6" 7'0" 4'6" 15'3 '4" 6'8/4" 3'6" 3'0" 3b" 4'0" 3'0" 2'10' 3'5" 5'0" SLIDING 5'14" 3'4� ' Vent 2'10" 4'9" - - o �+ O SED. �+ 00 Kitchen Fa _ Garage Finish - ----- ---- 5/8" ___-_ _- Actud c�het layout o 0 5/8" type X gypsum wallboard mar vary Lav . -1 shall be installed to the Garage t `D t -1 C side of walls)and ceiling or o Breakfast N U '� ci . - t �, attic for fire separation o = 6„ 2.4. i� o o 0 2'6' ' x 4'6/2" 721`2 oo - - i Z o Post Past 10" 3's• 3'4y4'N Garage ' O t x Family 2 - 2'6" 3b" _______ ---------- o � tN - -- - 61 0■ Vaulted ceiling N � M N 20 minute fire door (min.) >; 34" high(Min.) -E o �4 1z Qnrdral ; o Clk o = 30' - 38" high b a t - to handrail (typ.) Living ' x Dining t tto -------T- 8'ilt' X 5'4%' s ;;`D Foyer of i O 2'10" X 4'9" 2'10' X 4'9' 1 t X11 n 2'10" X 4'9" 2'10'X4'9' o o CL. PED. 2'10" X 4'9' 710" X 4'9 0 8'0" 8'0" 4'0" 6'3' 4'0' 3'0' 3'0' 4'0' 6'0' 4'0" 6,0" 10'0" 6'0" 14'3" l,2'9' l, 6'0' 3'0• 14'0' - 16'0' - 40'0" - 22'0" - p• 78.0. 1.. Notes: i – Indicates egress door and window units. 9058 First Floor Plan 2. All dimensions to be field verified and changes made accordingly. _ 188.5 Sq. ft. —' Living 3. Window rough opening sizes are for Rivco Insul–tit window units. 4. P.E.D.– Primary egress doorway 1/8" = 1'0' 528 $q. f�. — Garage S.E.D.– Secondary egress doorway 14T/4" 9'43/4 10'6" _ 6'0" 16'0° _ 6'6" 7714" 5'44'4 4b" 610" 4'6" 8'0" 8'0` 2'10" X 3'S" 2'10" K 3'S" Vent Vent 59Y' X 4'5" Q Q o n � Fan Fan CY L — 0 5'9V2" X 4'5' _ M Bedroom #2 0 0 0 o m m - --- --- ---------- ---- -- Q R o U N U N V 2'4 2'6" '6V2' 4,6y4" 2'4" 6'0" 4'6" '0' 2°4° , ----- o ca Closet S N Post Post N , `n Attc access O N S '______ , Puldown Stairway 6'0` SUDNG 2'6" hsJoted M sQ 0 O closet N M Bedroom 9'2' 4'111/4." N 5'0" SLDN Vaulted ceiling 6'0' - 34' high (min.) Guardrail (type Bedroom #4 Bedroom #3 Open to 2'10" X 4'5" 2'10"X 4'5" Post Post Below Post 2'10' X 4'S" 2'10" X 4'S" COY X 6'54' 77 1 o 2'10" X 4'5" o # 2'10' X 4'5' 4'0" 6'3' 4'0' 5'9° 0 6'D' 4'0" 6'0" 4'0" 4'0A $10" 4'0" - 14'3" 11'9" 14'0" 40'0" 16'0' 56'0" Notes: 9058 — Second Floor Pian 1. # — indicates egress door and window units. - 2. All dimensions to be field verified and changes mode accordingly. 1 ��6 sq �t — ������© 3. Window rough opening sizes are for Rivco lnsul–tilt hits t ,,window 16'0" 40'0" 22'0' 31 0' 10'0' 300' 416' A 808' $18' 8'2' 6'0' 400" 398' Drop conc.wall 1'4" P 0 2,8" 1,3" 2.8. -- -------- --- ------ 3-0" ----- -- -- -- -1 ' ! o ' -- ------ -- �-2,8..x 1'3" 2'B" X 1'3"- - 2'B- X1'3" 2'8' X 13" r - — — -------------------- r 'CO - 1 ------------ --1 1 ' r------- -'- "----- Precast concrete bulkhead 1 T • ., Foundation Garage Finish •I ; Attach per mfr. requirements 1 .. , 10' Conc.Wall / 8'0' Pour(+/-) Final size & location to be ; i 5/8" type X gypsum wallboard 11 ' 1 3,000 psi concrete determined by builder ' shall be installed to the Garage ; 10' dp.x 20" w,conte.ft'g. ; ' i side of wall(s) and ceding or , CO o� --� 3 - 2 x 12 Center Beam 1,34 1 attic for fire separation it 1 6'0" 6'0' 6'0" 6'0" 6'0" 5'4ki" 6'41'2" 6'0' 6'0' r-t-� r- -� r- i r- i r- i r'r i, r- i ' Steel Beam b others 1 0 tom - tom_ _ J � - r- =' - ' ~ � y N CD 1 , T 0. 1 ' 1 1 , -4 Beam Pocket ; .. 9e 'I ; 4" Concrete Slob-/ 3 1 2" Dia.Laly Columns !- 6' W x 6' Dp x 9" H ; 4' Concrete Slab ;I 6 x 6-6/6 welded wire fabric W/2'6. sq. x 13' �.footing Shinn beam with steel Slope for drainage _ tl placed at mid-depth of the slab. (12 req d) shims or hard brick 3,500 psi concrete 11 1 0 1 X 2,500 psi concrete 34- high �� (4 Req'd) , 1 6 x 6--6/6 welded wire fabric 7T 7'8' ( YP 3'6' i placed at mid-depth of the Slab. i I ' 1 . 1 Ire---------------------------- . 1 _GD 1 ----------------- ----------Oir------------------ i ..=1 -----Bottom of frost wdl f0a71n------- o o Drop cont wall 1'4"7, �_1_ r---' -o'-- i i ;------------------ 4'0" below grade (min.) CD 1 1 1 ---- " 1 ' . F- ---------------- r r r 1 1 '0' 16'0" 14'3' 2'9" 6'0" 3b' 14'0' 220� - 860. 1. * -Indl-ates lally columns-& footings that must remain when center beam - 's changed to LVL or steel to m'n'rnize the number of lolly columns. • 2. All dimensions to be field verified and changes made accordingly. 3. Foundation drainage shall be provided around all concrete or masonry L foundations enclosing habitable or usable spaces located below grade. 9058 _ Foundation Plan _ 1,588.5 sq. ft — Lry�g [3604.5 .1 and table 3604 .5.1 ] - 4. Foundation walls enclosing habitable or storage space shall be 1/8' = 110" 528 sq. f t, — Garage dompproofed from the top of the footing to finished grade. , ' [3604 .6 .1 } ' i 4" Slab Stepdown Standard Soffit E31jolilim CodeBili - Zx Bottom Plate Center Girder 4 Column 2x Band Joist 1 Roof Rafter TRuse Insulation _ Maintain 1" min. clear. � TRUSS 2x Floor Joist TK '30 P6F-J 1 - 2X6 P.T. 1 A An P a Ir. n , , S�� I - 2x6 K.D. 5ili ° 1 Fascia Board Ceiling Jo 4o ito 4 P9F 4o 111 PSF w/Sill Sealer Ir 9 wither ntTnd soffit One Two Story Three Story Anchor Bolt or - min, ng � Mudsill Anchor Straps COLUMN SPACINGS UNDER GIRDERSConcrete Foundation" " 3/8 1'O 3/8° = 1'O" I table 3405-6 I 3/8' = 1'0" Ize Stop l=ooting Vaulted/Cathedral SoFM 3-2 x 12 - 24 W - 26 W - 28 W - 32 Cantor Beam One story 10'-3" 9'-10" 9'-6" 8'-il" „ , �� „ „ 2x Bottom Plate 41-011-.-_ 4'-O' _ _ 1 Roof Rafter TWO story 1-S 2x Fire Blocking 1 1Fme S" 6'-4" 6'-i" �'-11' 5,-6 Insulation Maintain i" min. clear. Column sizes - 4" x 4" or 3 1/2' diameter steel `r Footing Size:2'-6" x 2'-6" x 1'-3"d 2x Floor Joist Nurrlcane Clip Center Beam Fascla Board SPRUCE - PINE r- FIR No.2 Lally Column Cap Plate Modulus of Elasticity E = 1,400,000 fasten to Center Beam soffit with venting Fb: 2 x 4 - -1 ,510 2 x 10 _ 1 , 105 2 x 6 1 ,310 2 x 12 1 ,G01b Lally Column 2 x 8 - 1 ,210 E TABLE 3605 .2 . 3 . Id I 3/8' = 1'O" 3/4' = i'0" 3/8" = P0" MAXIMUM ALLOWABLE SPANS FOR MudGill Anchor Exterior lnterm. Fir. J015T5/RAT=TER5 Ridge Beam Spacing Plan Joist Continuous Baffled Floor size 2 x 6 2 x 8 2 x 10 2 x 12 Ridge vent _ 3'-6" 1'-O" (max.) (max.) - _ 2x Bottom Plate 12" O.C. 10 -I V2 13-41/2 M-11/220 -41/2 Ridge Beam PIP2x Band eath first Vol O.C. S-11/2 12- 1 V2 15- 1 1/2 n-5 1/2 2 x 8 'S 16" O.C. r '.e a 4'.a ° '_eap I> ° a' _ Floor Sheathing 12" O.C. 11- 1 V2 14 - 9 1/2 e - 10 1/2 22 -41/2 1 2x Floor Joist 16104." 10 - 1 i!2 13 -41/2 16 -51/2 15-51/2 Roof Rafters • .� - ' _ v . 12OAC. 11- 1 In 14 - 131/2 18- 101/2 22-4 In --- --Simpson Mudslli Attic p c Future Rooms 16" O.G. 10 - i V2 13-4 1/2 16 -8 V2 19-9 in -Anchors 'MA6" - 2 - 2x Top Plate - Attic 12' O.C. 12- 131/2 16- 10 I/2 21 -11/2 See note 'Sill Anchorage" E36043.1a] No future me 16' or. 1i-11/2 15-41/2 15-1 V2 N.T.S. 3/8" = 1'O" 21-31/2 — 3/8" = 1'O" -------------------------------------- A it jr, 12" O.C. 16 - 1 V2 21 -31/2 21-3 1/2 Anchor-Bolt Cantilever - Capes 3/12(� i6" OZ, 14 -1 1/2 19.4 In 24 - s In — Ridge Board _ Spacing Plan Roof 12" O.C. 12 - 1 15 -3 18 -6 21 -8 Continuous Baffled over attic 16" O.C. 10 -5 13-3 16 -2 10 -13 Ridge Vent - 6'-0" 1'-0" Floor Sheathing R 0 p f 12' O.C. 11 -0 13-11 n- B 20 -6, Ridge Board ° - (max.) (max.) solid Biocking 2x Bottom Plate - Cathedral 16" OZ. 9 -6 12--t �-4- n-9 - Coll I A -d •d " 2x Floor Joist 2x Band Joist i�lGtes3� - - -a 4'O' OZties 4 z L All structural materials shall be void of any defects that may P. P DD_ D� e'er = v i Insulation diminish their capacity to function in an adequate manner. Roof Rafters _ Structural Engineering or any other professional services that _-_ _..._- Anchors bolts or " ` 2 - 2x Top Plate Cantilever may be required shall be provided by others. -__ __- App'd Equivalent = -' - Overhang 2. Use built-up 2 x 4 posts under all beams (4 minimum) . _ _ _ _ _ _ See note "8111 Anchorage" [36043.14 3. Built-Up Beams, Flush Framed Beams and/or Substituted Beams. N.T.S. 3/8' = 1'0" shall be sized by the contractor. Joist hanger, (typ) >TL Account for plumbing drains in this area o U 3 - 2x12 Center beam o below N 2 - 2x10 N x O N U !: N x ' n .__.._.. ---- _..,, CD -CD 3_— 2 x 12 - Joist hanger - Center beam (typ) below 161011 14T 219" fi'0" 310° 14V Walls shown are above the framing - All members are 2 x 10 ® 16' D.C.(UN.O.) - 9058 — First Floor Frarn ing 1/8. = 110` . Account for plumbing Account for plumbing drains in these areas drams in these areas - Wali below j � o Woll below ' Bear n below o 0 2 - 2x10 e O N O cO X op N O N X i N - i i 14T 11,9" 14V 2-2D' - - 2x10 ® 12" D.C. - - - Joist hanger (tYp') Walls shown are above the framing All members are 2 x 10 0 15" O.C.(UN.O.) 9058 — Second Floor Framing 1/8" — 1'0', 16'0• 4010" 16'0" O co O N N cp N N I L L x = Flush Framed Be= 2 x 8 0 O N i _ Flush Framed Beam IL A ,mmL 0 16'0• 14'3' 11'9• 14'0' 16'0• Joist hanger (tYP) Walls shown are below the framing All members are 2 x 8 0 16" 0L,(UN.0) 9058 — Attic Floor Frarning 1/8' = 1'0• • r " Lower Roof Framing 2x8 ® 16" OC. 16,0 40'0" 16'0" 6'0" Lower Roof Framing Upper Roof Framing Lower Roof Framing " U Q CD 13 ie y0 N — s 71 f \ 6 I — Cst SN �. 0 14'3' 119S 14'0" 16'0" 6'0" 13'0" 13'0" _ - - Flush Framed Beam,some as shown on Attic Floor Framing _ Ridge,Hp& Valley Rafters are 2-x 12 (UNA) _ Wdls shown are Wow the framing All members are 2 x 10 ® 16" O.C.(UN.O.) 9058 -- Roof Framing 0200001 Continuous Baffled Ridge Vent 10, 10, S / 14-14 - - - 2 x 12 Ridge Board 1 x 8 Collar Ties rad 4'0" O.C. located in the upper third of the height of the roof, measured from the sill plate to the ridge. 14'O° 410" OOf'I�I CompoeRe Roofing _ No. 15 Building Paper 1/2"_Pl9wood 3 r 2x10016 OL, Attic_ _ cDF Fascia Board Ln n 2x8ae16" OC. s rn R30 Insulation Soffit with venting rn � Vapor Barrier Q3 o 1/2 Wallboard, s Floor 3/4" T B G Plywood _ Second 2 X 10 aQ 16' O.G. Cedar clapboard siding L f=ire Blocking Air 5arrfer 1/2" Plywood 2 x 4 raj 16" O.C. R13 Insulation 3 Vapor barrier -�' 1/2' Wallboard- Floor 3/4" T 4 G Plywood 2 X 10 rad 16" O,C. Cj j)l First R19 Insulation 1 - 2 x 6 P.T., 1 - 2 x 6 K.D. _ - - - Continuous 5111 Gasket Fire Blocking - 1/2" O.D. Anchor Bsolta- 6'0" O.C. Approx. 3 - 2 x 12 Genter Beam - Grade3 1/2" Dia. Lally Columns Foundation 10" Concrete Wall / S'O" Pour 3,000 psi concrete 10" dp, x 20" w, contirL Ft'g. Dampproof exterior surface - - Perimeter drain (typ.) Basement 4" Concrete 51ab 4" perforated PVC pipe -_ _ Crushed stone O f=ilter membrane cover 13604 , 5 f=oundation Drainage I - 0 — Section - I table 3605 . 5 , 17 • 1/4" r V^ � CK14' I ` D II 161 O'I I CJ i I ' r - - - -- ------ ------ - - -- - - ------ --- -- - - - -� - -, , 1 i 1'011 Dia. Concrete Pier ' V ' 1 1 1 O Number of risers and 1 '4 treads may vary due43 to site conditione 2 x 10 aQ 1611 O.C. 1 1 T—I 1 i I 1 , Joist Danger (typ.) 1 2 x 10 Ledger .Lag bolted 0 16" O-C, UNDATION DrCK F TR A M 1 1/4" = 1'O' 1/4" = 110' Flashing � Clear (Max,} Lag bolts QI6" O.C. II Rail Decking IF - Post 2x Deck framing (PT.) O - 3 - 2 x 10 ,)Dist µanger 6 x 6 Post p a Post Anchors ' Grade - - Concrete FoundationGONNECTI OF-CK E - 6 O a _ 1/211 = 110" E 1/4" - 110II ti ^�—Gontinuoua Baffled Ridge Vent 2 x 12 Ridge Board RcoFino Composite Roofing 13 lb. Building Paper. 12 1/2' Plywood 2x 10016" O.C. 8 R3O Insulation Ge it in Vapor Barrier 2 x 8 0 16' O.C. Fascia Board R3O Insulation Vapor Barrier 1/2' Wallboard. Soffit with venting Wall �m Cedar clapboard siding — Air Barrier Floor 1/2" Plywood 2x4616" 0.C. r 3/4' t # G Plywood R13 Insulation 2 x 10 -6 16' O.C. Vapor barrier R19 Insulation 1/2' Wallboard Joist Hangers 3 - 2 x 12 Center Beam Bill 31/2" Dia, Lally Columns 1 - 2x6P.T, I - 2x6KD, Foundation Continuous Sill Gasket - 10' Concrete Wall / l'4' Pour 1/2" O.D. Anchor Bolts Q 6'O" O C. _ 3,000 psi concrete - - • 10' dp, x 20" w. Contin. ft'g. DampprooF exterior surface Perimeter drain ttUp.� 4" Concrete Slab 4perforated PVC pipe _ - Crushed stone Filter membrane cover 13604 . 5 Foundation Drainage I - - C table 3605 . 5 . 1 7 - Section 2 - - 1/4" = 1'D" T Colonial 2LS - Two L Stairs ® DraFting , ServicesPraminaat a i rway Width : ' 110 Main St,, Unit #204 nth Edition Mass. Bfdg. Godes C 3603 .13 .1 I Width,5taiways shall rot be lees than 36" in clear width.. Tewksbury, MA 018�ro Treads and Risers 915) 551-1330 13603 .13 .2 ]Treads and risen-The maximum riser height shall be 8 1/4" and the minkum tread depth shell be 9" Tolerance between adjacent risers: 3/16" Total riser dimension tolerance=3/8" Hoeing Prof Ile : 2x Header V2x Floor joist 2 - 2x Header C 3603 .13 .2 .1 I Nosing proFile=A nosing &hall not extend more than _ 1 1/2" beyond the race of the riser below. v o � 2 x d Studs Headroom : .0 9 m i n i mum = I (beyond) X `II tread o C 3603 .13 .3 1 Headroom-The minimum headroom in all parts or the L R3O insulation R3O Insulation _ � I between in platform stairway shall not be less than 6'-6". v i stringers m ,Y' 2 x 12 Stringers F i res t opp i ng : 2 x 4 Fire Blocklnc L 3606 .2 .13 Frisetopping shall be provided to cut orr all concealed s`y Placed parallel w stringers spaces-between stair etringere at the top and bottom of the run. Insulate wall Guardrail Det a i l s 2x Header L 3603 .14 .2 .13 Guardrail details=Porch&&,balconies,decks or 2x Header 2x Floor joist raised Floor surfaces located more than 30" above the Floor or grade --------- , below shall have guardrails not less than 36" in height.Open skies _ ( I Center Beam or stairs with a total rise of more than 30" above the Floor or grade LJ p below shall have guardrail,which shall also serve as handrails, i CUi not less than 34" I nheight measured vertically From the nosing v O I I U m Io r the treads. X ' NQ =3C�uardra i 1 opening Limitations : CI, E `9Lally column beyond) L 3603 .14 .2 .2 t Exc.]: Recluireed guardrails on open side or stalmaye, 12 Strars balconies,porches,decks and raised floor areas,shall have intermediate rails I 2x ( I g balusters or ornamental closures which prevent the paesage of an object i 5" or more in diameter. r r Exception=Triangular spaces Formed by the riser,tread and bottom raft or a guard at the open Bide or a stairway may be or size to prevent the passage or a sphere 6" in diameter. y Minimum tread = 9" H a n d r a i l s 13603 . 14 . I . 11 Handrails having 30' min. and 38" max, heights respectively, measured vertically from the nosing of the treads, shall be provided on at least one side of stairways of 3-or more risers. Exceptions= I. Hanciralls shall be permitted to be interrupted by a newel post at a turn. _ - 2, The use of a volute,turnout or starting easing shall be allowed over the lowest tread. ' Handrail Grip 6ize = . Stairway circular handrail cross section-- 1 114" min. and 2" max, _ Other shapes,perimeter= 4' min. and_6 1/4" max. Gross-sectional dimension of 2 5/8" max. 13603 . 14 . 1 . 2 3 Continuous Baffled Ridge Vent 2 x 12 Ridge Board ooFin Composite Roofing 12 15 lb, Building Paper 8 2 x11 1 10Q 16,O.C . R30 insulation Vapor Barrier Ge it in 2 x S ae 16" OL. Fascia Board R30 insulation _ Vapor Barrier 1/2' Wallboard, _ - Soffit with venting O wail (Z Gedar clapboard siding Floor Air Barrier 3/4" t 4 G Plywood 1/2" Plywood 2x 10ae16" OL, 2x4ae16" OL, R13 insulation R13 Insulation Vapor barrier 1/2' Wallboard Fire Blocking Steel center beam Wall Garaoe finish All wood constructed walls and 3 1/2" Pia. !_ally Columns Vinyl siding Air Barrier ceiling to have 5/5" type 'X' fire 1/2 Plywood a, rated Wallboard installed 2 x 4 16" 0,C, 1 - 2X6P.7., I - 2x6K.D. - _ 4" Concrete Slab Continuous Sill Gasket _ 1/2" O.D. Anchor Bolts art 6'O" O.C. Foundation _ 10° Concrete Wall 3,000 psi concrete _ 10" dp, x 20=' w. conttn, ft'g. - 12'0° 12'0 Dampproof exterior surface - y - Section 3 - 1/4" = 1`Q" T Town o . 0 Andover No. �. Y Nndover, Ma 0 LAKE Wo, ss.� 91 COCHICHEICK A RATED PPaG„��� C us 2 IT I Tis FOK EXCAVATION AN® FOUNDATION THIS CERTIFIES THAT ........Darv-a.......... .OWI-.. ......................R ..... ..........:... ©C I has permission to excavate and pour foundation at ...�`.®............................�.. ................... � f 1 for the purpose of....... ..� ��'.... �.�.....DW.`.��.��. .....1K �� e ,� Cr�r The person accepting this permit rhustldturn to the office of the Building Inspector,a certified plot plan show of building thereon before Foundation will be inspected. VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS The holder of this Foundation Permit proceeds at own risk and without UNLESS CONSTRUCTION STARTS assurance that a permit for entire building structure will be granted. I BUILDING INSPECTOR Location 11 � �rGcO-t�J _ No. a Q Date G S 9q NORTH TOWN OF NORTH ANDOVER f �,y , Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ ,SJACHUS Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ Building Inspector cti f Jr 07/49n<99 13:04 25.00 PAID Div. Public Works PERMIT NO. C2 e-/ APPLICATION FOR PERMIT TO BUILD********N TtI ANDOVER, MA NIA NO. 0 LOT NO. 2. RECORD OF OWNERS1111' DATE BOOK PAGE ZONE SUB DIV. LOT NO. 'LOCATION e 1 -p PtIRPOSF OF BUII,UING Zr OWNER'S NAME OLA V NO.OF STORIES I SIZE cOWNER S ADDRESS r ��.4 ��� �C,, BASEn1ENTORSL:\B ARCHITECT'S NAME © �� r ` SIZE OF FLOOR TmBERS AY Is` ' BUILDER'S NAME { SPAN / DISTANCE TO NEAREST BUILDING / DIMENSIONS OF SILLS DISTANCE FROM STREET QUI DIMENSIONS OF POSTS DISTANCE FROM LOT LINES-SI ES7/MN DIMENSIONS OF GIRDERS d AREA OF LOT 0&2- F "1'AGE ��—")) V HEIGHT OF FOUNDATION `4' THICKNESS IS BUILDING NEW ,es / SIZE OF FOOTING /11/ X IS BUILDING ADDITION k)o MATERIAL OFCHI111NEY � IS BUILDING ALTERATION AO IS BUILDING ON SOLID OR FILLED LAND se V-b WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Y6 IS BUILDING CONNECTED TO TOWN WATER Q s ut BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL.GAS LINE I V q r 1NSTLICTIONS I PROPERTY INFORMATION LAND COST EST. BLDG.COST PAGE I FILL OUT SECTIONS 1-3 EST.BLDG.COSTPER SQ. FT. EST. BLDG.COST PER ROOM ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC:PERMIT NO. ATTACHED GARAGES MUST CONFORnI TO STATE FIRE REGULATIONS 4. APPROVED BY' PLANS MUST BE FILED AND APPROVED BY 131111-DING INSPECTOR 13L11LUING INSPECTOR DATE FILED OWNERS TELA# CONTR.TEL X 'SIGNATURE OF O\VNF.R OR AII1I1OR17.ED AGEN"F � CONTR.LICH FEE $ �( j II.I.C.# PERMIT GRANTED � L ) Revised 5/5/99 .IR7 4ppkq 4 FORM U - LOT RELEASE FORM 4- , ` 3o(" C-t� 6ekr c�G� INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT ftLUS OUT THIS SECTION********************'`** APPLICANT l/kO 4 (b UJe L- PHONE LOCATION: Assessor's Map Number �0 PARCEL SUBDIVISION Saa.6, P(QCe LOT (S) STREET J��'rwD�� �� ST. NUMBER **** *** ****** ******** * ** *OFFICIAL USE A( RECOMMENDATIONS RECOMMENDATIONS OF TOWN AGENTS: 2\eeq/to R A; CONSERVATION ADMINISTRATOR DATE APPROVED QUA= / DATE REJECTED II COMMENTS TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED /.SEPTI /INSXWCTOR-HEALTH DATE APPROVED / DATE REJECTED COMMENTS IL S! T�,�-� a-�- �b ®'�S PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUJLDING INSPECTOR DATE Revised 9197 jm NORTH Town of 4Andover O 4 No. a7j�? °�A� o� LA dover, Mass., IC DRATE D S H � BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THISCERTIFIES THAT....... ............. ....OR................ ...............`1... ........ ................... ................. Foundation has permission to erect.....4149XIA..... buildings on .....Xf� q . �4 ... .P �...... Rough to be occupied as...... .P. ......�.R.C..I..�.........� ,r. R 0 mn y e 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 Rpt 31 '1 IS PERMIT EXPIRES IN 6 MONTHS Final VQ UNLESS CONSTRU ELECTRICAL INSPECTOR Rough 10 61001 000 goof 000 ................................................... Service B10� UILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR _ Display in a Conspicuous Place on the Premises — Do Not Remove Rough No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. - \ Aha -ire s -- i �V CO. \- \ Poles J9,062 S.F. 0.90 Acres ' r Upland = 37,911 S.F. (174 Z) / 200' NE, P, 4,s2• 10 x12 �- N DEQ F o c r e t U e n E/apaO f 21'0' tiara 4.37 13�5r o w ti « 167.65' 0 w ` L=99.65' 68.00 R=483.71' 00 w o o Dr1 v^ e S he pri vcrte — 50 Wide ' 10 DEPARTMENT OF PUBLIC SAFETY CONSTRUt,'tiQN',.S.UPERVISOR LICENSE r ` ' Number -kP .z ires: Birthdate; � ,�< , CS ':; rtx 00 99/15/2000 09/151966 t ' � Res�tr te9`.To ' BB i � . 5 S ELIZABETH ST '� TEWKSBURY, NA. 81876 pORT11 o�111-10 86- 6 0 O t� � t � O aK cocweCww.w� 0'4Art f' ��Ssgcwus���5 APPLICATION FOR CERTIFICATE OF OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY : J� GS�1P.b it? � F l I T � DATE REQUESTED FILED/READY FOR INSPECTION CLOSING DATE ON PROPERTY: f--30 - %f FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED ALL WORK AND SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. A RE-INSPECTION FEE OF TWENTY DOLLARS $20.00) WILL BE CHARGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNED ROUTING cnyj � Ian q � CONSERVATION PLANNING DPW -WATER METER F-1 NOTE DPW MUST INDICATE THAT THE WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL F THE OCCUPANCY/INSPECTION REQUEST DPW Sinre File: OC form revised 6098 i CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number �/ — w Date a °/ THIS /CERTIFIES THAT THE BUILDING LOCATED ON ! �5 /er6o and D,-- MAY BE OCCUPIED AS �Sjj e,k�,k r2 SS Al /STI— AN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO �: .�;. •.o cam/ / 1 _ �! ADDRESS GGr z.4 `►Vie, _ �;: � :JA`""'� Building Inspector NORTH Toof = over No. h OSA �oCH A go dover, Mass., DRArED P .(5 S H E BOARD OF HEALTF PER T T Food/Kitchen Septic System DANA W BUILDING INSPECTC R THIS CERTIFIES THAT T� � �,,,,. ��.......... 1...... Foundation /HILI 5�9 has permission to erect.............'......................... buildings on l�Q .. ..... Rough -2 . .... . ........... to be occupied as........ `N8�!C.......FA.N!1%.�.. ......�K 1 d 4 si c!t...... ... A. Chimney Ch' provided that the person accepting this permit shat in every respect conform to the terms of the application on file in Final �Sa 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. ti PLUWPING INSPE OR VIOLATION of the Zoning or Building Regulations Voids this Permit. NI o DECK oN � rear *00L -t o PERMIT EXPIRES IN 6 MONTHS e Ab m *N'r UNLESS CONSTRUCT�MTS ELECTRIC�II, CT co � ................... .......... ... ... . ............. ... ............................................................ BUILDING P _ . ©� ( Occupancy Permit Required to Occupy Building13 GAS INSPECTOR Display in a Conspicuous Place on the Premises —. Do Not Remove Rough 9 F t No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIKE DEPARTMENT' Burner //'p ( 1 .( \ Street No. SEE REVERSE SIDE Smoke I � L�` g