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HomeMy WebLinkAboutMiscellaneous - 45 ROSEMONT DRIVE 4/30/2018 45 ROSEMONT DRIVE i / 210I098� 000'0 Location No. /9.3 7 Cate NORTry TOWN OF NORTH ANDOVER G? •• s O� Certificate of Occupancy $ 41 Building/Frame Permit Fee $ �� 'SSACNusE`� Foundation Permit F� $ Other Pe mit F $r p U Sewer Connection Fee $ Water Connection Fee $ TOTAL $ 0, el C� Building Inspector 0 /27/94 09:31 20.00 RAID r' 7289 Div. Public Works r L6cation y% No. 2 Date fl O'iN°ao RTIC TOWN OF NORTH ANDOVER ? �� o .. „ Certificate of Occupancy $ � # Building/Frame Permit Fee S��d U .64 Foundation Permit Fee $ .. s�cHust Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ ` / TOTAL $ 1/ 61T {/ E65.4d PAID Building Inspector 1} w 7101 Div. Public Works o _ i e Location ,lo. Date — - 40 i �4 ' ott40RT: TOWN OF NORTH ANDOVER , .• oo Certificate of Occupancy $ f4 • : Building/Frame Permit Fee $ i �'�s""'•O'�t�' cHFoundation Permit Fee $ /t/1. Z) l� s� usE i Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ S-/9 z Building Inspector ,47 7 U 49, Div. Public Works R Locations No. ©--S 2 Date rip i.Z T" TOWN OF NORTH ANDOVER, A Certificate of Occupancy $ Building/Frame Permit Fee $ �i7Foundation Permit Fee $ i s+CHuse n. Other Permit Fee $ ! My dG Sewer Connection Fee $ Water Connection Fee TOTAL $ = � `S ilding Inspector 71 A. 3 Div.publ c'Works . y _ PERJIIT�eTO._� �'�. APPLICATION FOR PERMIT TO BUILD — NO SH ANDOVER ASS � //PAGE 1 MAP KJO. rLOT NO. z 2 RECORD OF OWNERSHIP :DATE BOOK :PAGE ZONE l ' I SUB DIV. LOT NO. I LOCATIONPURPOSE OF BUILDING p V GL: lJ` f Ifs '(� 4�CCc( OWNER'S NAME C NO. OF STORIES —L , OWNER'S ADDRES 1-4w f( l BASEMEN OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST G(��71(' /` �6 2ND 2x(o tJ l�3RD BUILDER'S NAME 2L 4iLp� SPAN �f %DISTANCE TO NEAREST BUILDING .- T DIMENSIONS OF SILLS 2K�(o DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES — SIDES 28f REAR ��� •' •' GIRDERS F,AREA OF LOT + G Ao 1� a FRONTAGE /,Z HEIGHT OF FOUNDATION -f f6 V �Y THICKNESS lb IS BUILDING NEW / 67 c, SIZE OF FOOTING `x X r, IS BUILDING ADDITION 44 MATERIAL OF CHIMNEY Oo(D IS BUILDING ALTERATION //O IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE V-2 IS BUILDING CONNECTED TO TOWN WATER L G BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER C f �l( IS BUILDING CONNECTED TO NATURAL GAS LINE G5 INSTRUCTIONS 3 PROPERTY INFORMATION v� LAND COST SEE BOTH SIDES 4 EST. BLDG. COST PAGE I FILL OUT SECTIONS I - 3ctf? �j� EST. BLDG. COST PER SQ. FT. ME Ili / / EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS i - 12 "` PaI((11 v�rr _ SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BYBUILDINGINSPECTOR -. DATE IfILED, ZG� BOARD OF HEALTH SIGNATURE OF OWNER OR AUTHORIZED AGENT F E E ��J� 'T. CEJ �/s-" d (' PLANNING BOARD PERMIT GRAN/T� 19 i7BOARD OF SELECTMEN i t 0-S N _9 V M N I OWNER TEL.#f,36C-- i CONTR.TEL.# 6eZ_ Z* `C CONTR.LIC.# b S1 19-3 j ! �j� s7 / / y ■UILDiNO INSPECTOR 3 (; Ise ��yy 111`a DIF73"F I I NT t j . 1 BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY V STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM + MULTI. FAMILY _ OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION $ INTERIOR FINISH CONCRETE _ a 1 2 13 CONCRETE BL'K. PINE s' BRICK OR STONE HARDW D _ PIERS PLASTER _ DRY WALL UNF!N , 3 BASEMENT AREA FULL IN. BM'TAREA _ '/, 1/1 '/, FIN. ATTIC AREA _ NO B M FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS 11,9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARD"J D _ ASBESTOS SIDING COMMON VERT. SIDING ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME I px-1.. BRICK ON MASONRY -ATTIC STRS. & FLOOR c I_ Mmwa am BRICK ON FRAME CONC. OR CINDER BLK. " STONE ON MASONRY WIRING STONE ON FRAME i.".j "^,Y5 �"+t SUPERIOR IV' POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE IIP BATH (3 FIX.) _ GAMBQEL : MANSARD TOILET RM_ 12 FIX.) FLAT SHED WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING II 11 HEATING WOOD JOIST PIPE LESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS - 7 NO. OF ROOMS GAS OIL : B'M'T 2nd ELECTRIC 1st fp 13rd 11 NO HEATING `` _ 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 local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: o p k7 S. Phonob b U LOCATION: Assessor's Map Number l ®� Parcel /Subdivision �� V5;)2 /- S 7���S Lot(s) �Q Street &(64 VIA St. Number ************************Official Use Only************************ R�E�COMMENDATIONS OF TOWN AGENTS: Date Approved Conservation Administrator Date Rejected Comments � �ov►n � l 9, Date Approved Town Planner V Date Rejected Comments Date Approved Food Inspector-Health Date' Rejected Date Approved Septic Inspector-Health Date Rejected Comments Public Works - sewer/water connections - - driveway permit Fire e, artment, (,� �ee� R�'��?r(J-Y- G �✓ bceived by Bui ding Inspector c r.. Date Q C�j , ^U!I_DING DEPARTIOEN-'J r id. o An Town of dover 037 No. ,� ._. . �, .. o ATort dover, Mass., F �_ l 19 't cOHIC NFWICK V AI L D 0" .A T E 1) PPS\ •�� ur .PERMIT TO ':B ;i BOARD OF HEALTH Food/Kitchen Septic System /j BUILDING INSPECTOR THIS CERTIFIES THAT............ .L.4........Oi���........ ........... . ... ...... Foundation has permission to erect 4r0�lrI� ildin s on ... .. p .. .. ... .. . .. UI g y�..08.+.. swoop ...Qj.r**.#f...�.�&r#PA Rough I to be occupied as.��I��►....L..�L.�.�.,/..�I.�I..�/.�.��...n..�������..����,,.`���� Chimney 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 InspectilEEtINI1rEflii�fQlAAt�ObUNl1Pf Buildings in the Town of North Andover. REGULATED BY PARA, 114.8-S. B.C. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough DATE ��/ FEE PV Mil Final PERMIT EXPIRES IN 6 MONTHS ��9� so,zo c) 1 1, ,TT �-�SS CONSTRUCTION STA-I TS ' Rough ELECTRICAL INSPECTOR PERMIT FOR FRAM/B- ING' _ell, .. ..... ................ .... Service FEE PAW*7--"7 U BUIL ING INSPECTOR Da'�,� Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner PLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT CERTIFICATE OF USE & OCCUPANCY Building Permit Number 037 Date AIIG IST 4, 1994 THIS CERTIFIES THAT THE BUILDING LOCATED ON 45 ROSEMONT DRIVE (lot #4 ) MAY BE OCCUPIED AS SINGLE FAMILY DWELLING W/2 CAR GARAGE IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. " T CERTIFICATE ISSUED TO Toll Bros. , Inc. 3103 Philmont AVe. � ADDRESS H ntin don PA Building Inspector i:% 7t mapyy,� ) �ANO Tovm of � 0 4 over 0 037 No. o Abort dover, Mass.,_jF"_ 19.1 C OC MIG HE—C BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System -c, y. THIS CERTIFIES THAT........:.. .L -...... i • �..... �.../.�.C�..•...... Fo1nB/ - -( !i l�vC"•S�_5�,• has permission to erect4**Q ..fA�!�buildin s on ... .. p 9 y'rA�1. L.�. w ...Q/rl.L!E!4�y Rough!�'�t, 7- 9 y Gl/►C " to be occupied as.�/r�.�t�����&.��... i�..���J�......���I.G.`��� Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final o,� this office, and to the provisions of the Codes and By-Laws relating to the Inspectiffi.FW1rj t�FQt*4 jjW0p4%pf Buildings in the Town of North Andover. REGULATED BY PARA. 114.$-$. B.C. PLUMGBING/INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. oug d !` `�[�` Cr �� ---� DATEa / FEE (EQn PERMIT EXPIRES IN 6 MONTHS ELIfCTAICAL INSPECTOR T \TJ FRough SS CONSTRUCTION STARTS _( PERMIT FOR FRAME/BUILDING r ..... ................ ...................................... Service FEE PAID!L6 U BUIL ING INSPECTOR DATE: � Final���� �2- �Y Occl,tpanr_y Perrrlit ,Required to Ocatj)y Bailding GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove No Lathing or Dry Wall To Be Done Until IJ� F cte and A roved b the Buildin Ins Inspector. FIRE DEPARTMEly"&Z I p a Approved Y 9 p ���9p�,alC+�`' V �1 Burner PLANNING ^ V� 'NA CONSERVATIOa_LF)113*1* Street No. Smoke Det. SEWER/WATEFr_ Y �'-�L9 FINAL DRIVEWAY ENTRY PERMITIA - y/7 MILLER ENGINEERING, INC. GEOTECHNICAL/SOIL BORINGS/ENVIRONMENTAL/CONCRETE/STEEL/ROOFING/ASPHALT INSPECTION Mail all correspondence to: 100 SHEFFIELD ROAD • P.O.BOX 4776 • MANCHESTER,NEW HAMPSHIRE 03108 • TELEPHONE(603)668-6016 • FAX(603)668-8641 July 11, 1994 , Mr. Robert Nicetta, ' P Building Inspector TOWN OF NORTH ANDOVER, MA ( 5 190/1 120 Main Street ��-v -� t North Andover, MA 01845 Re : Firestopping North Andover Estates, Lot 42 North Andover, MA Project No. 40076. 10 Dear Mr. Nicetta: On July 7, 1994, a visit was made to the North Andover Estates project in North Andover, Massachusetts . The purpose of our visit was to determine the presence of Firestopping within the vertical stud wall encompassing the stairway at the center of the dwelling on Lot 42. A slot cut in the stud wall sheetrock within the stairway between the first floor level and basement provided access for us to determine the presence of interior firestops at the stair from the first to second floor. Through the slot, wood blocks occupying the full area between studs were found. Based upon our observations, the report of construction crews at the site, and the presence of suitable firestops observed at another home being constructed at North Andover Estates; it appears that Firestopping has been provided in accordance with the Massachusetts State Building Code, Article 3403 . 2 .7. In addition, the rough framing at the home on Lot 42 was inspected by a representative of the Town of North Andover on May 27,1994 and found to be satisfactory. Firestops should have been framed into the stud walls at that time . Should you have any questions, please feel free to contact the undersigned. Very truly yours, MILLER ENGINEERING, INC . � � cc, /0, F James A. Murphy, P.E. Frank K. Miller, P.E. Staff Engineer Vice President JAM/FRM:pam CORPORATE OFFICE. 100 SHEFFIELD ROAD • P.O.BOX 4776 • MANCHESTER,NH 03108 • TEL(603)668-6016 • FAX(6031668-8641 130 EAST MAIN ST. • P.O.BOX 11 • NORTHBOROUGH,MASSACHUSETTS 01532 • TEL(508)393-2607 • FAX(508)393-8490 21 MARKARLYN STREET • P.O.BOX 1087 • AUBURN,MAINE 04210 • TEL(207)786-4249 • FAX(207)777-1822 Location No. Date NORTh TOWN OF NORTH ANDOVER 0 • • 09 ' Certificate of Occupancy $ MUE�� Building/Frame Permit Fee $ 4C5 Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 17 : 91 Building Inspector r' TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAI RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING BUILDING PERMIT NUMBER: / �'-' DATE ISSUED: ; /17— �� �' X SIGNATURE: — Building Commissioner/Inspector of Buildings Date z SECTION 1-SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map and Parcel Number: nSt-11pNT �Q�l) � F 6 V i Map Number Parcel Number (� 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(so Frotrta e ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided R 'red Provided 3,L- 3 0 1.7 Water Supply M.G.L.C.40.11 54) 1.5. Flood Zone Infomration: 1.8 Sewerage Disposal System: D Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT Historic District: Yes Noy 111 2.1 Owner of Record STL PV11'c�V NU Kt' %s Li(Z a e Address for Service: v p Signature __ Telephone 2.2 Owner of Record: � O Name Print Address for Service: 0 M Signature Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3.1 Licensed Construction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 'F / C���� �� �;�j�j � License Number Address 2. '7 a 3<� — Q/z 77:/a 5""/ _ Expiration Date ic Signature Telephone r 3.2 Registered Home Improvement Contractor Not Applicable ❑ 0 If-It wg/.1) L� ><c viol r 13012- 1Company Name M Registration Number r Address Expiration Dati (,( n G Signature Telephone s' t SECTION 4-WORKERS COMPENSATION(XG.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed affidavit Attached Yes.......❑ No.......❑ SECTION 5 Descri)tion of Proposed Work check au applicable) New Construction Existing Building ❑ Repair(s) 0 Alterations(s) ❑ Addition ❑ Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: Zr �/ Su caAz 7Q-er- 6LI S SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICIAL USE ONLY Completed by permit applicant :. 1. Building (a) Building Permit Fee 73 •G(/ Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(,)X(b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 , Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING nP�1E�RMIT I, �Tc� � A • AA-A IJ A IV,,, K. �!A.Owner/Authorized Agent of subject property Hereby authorize. N 1W Ir N G LA Q 6 t XT(A J D A.S to act on My bmatters relative to work au by t builpertnit application. *3 13-0&1 Si tore ofOwner Date SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION I, AL— ,as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief /f Lt. t f z +'l f l / / t Print Name "Z' A�� ZG Signature of Owner/Agent ate NO. OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS iST2ND 3 SPAN DIMENSIONS OF SILLS DIMENSIONS OF POSTS DIMENSIONS OF GIRDERS s HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING MATERIAL OF CHIMNEY " IS BUU DING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE 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 PHONE LOCATION: Assessor's Map Number PARCEL SUBDIVISION LOT (S) STREET �.QSf_Mof, Tri v2- ST. NUMBER N *****************************************OFFICIAL USE ONLY*********************************** REC9P.MENDATIONS OF TOWN AGENTS: CONSERVATION ADMIN TRATOR DATE APPROVED DATE REJECTED COMMENTS -A-DIA Was !apDrnuej btrr TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS -SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm NORTH ANDOVER BUILDING DEPARTMENT Tel: 978-688-954 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in properly licensed solid waste disposal facility as defined by MGL Chapter 111, S 150 A. The debris will be disposed of in: s47 A/4 z (Location of Facility) Signature of Permit Applicant 4W 2 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector t u; M SU The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations Boston, Mass. 02111 °+M Sy•'' Workers'Compensation Insurance Affidavit Name Please Print Name: /V Z✓ ��I/ �7 i� �� ��o✓` S Location: C�/� C /"►G�,�- �t cily (/l G(1y $ Phone # ®, J I am a homeowner performing all work myself. 0 I am a sole proprietor and have no one working in any capacity FCql�f am an employer providing workers'compensation for my employees working on this job. Comnanv name: lyt G✓ �Sn�/�G�►v� t``S� r/I' 5 Address , Er 4 City: C/CyimL Phone# ,7 7(-�". Insurance Co. A Poliqt# ComR@nv name: I`3 Address. City Phone#: Insurance Co. Poliev# Failure to secure coverage as required:under Section 25A or MGL 152 can lead to the in pwifion of criminal penafhesof afine UP to$1,? andior one years'impdsorunent-as_we[Las_ciW pe�joSheSam d a-STOPMfDRKDRDEP-md afinesifojmm)-ajdw--gainstme understand that a copy of this statement may beforwarded to the Office of Investigations of the DIA for coverage yr rncation. I do hereby eertyy under u pains and penalties ofpeoury that Me k*mration provided above is Eve and correct. Signature Date �C Print name_- . Oban _# Official use only do not write in this area to be completed by city or town officiar City or Town Pernrit/Lieensinq ` Buildings Dej ❑Check if immediate msponse is required f_ieensing Bc ❑ Selectman's Contact person. Phone#_ ❑ Health Depa, ❑ Other ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) Tnt 03/02/2004 PRODUCER (603)742-1452 FAX (603)749-3S76 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION David H: McDuffee Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 979 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 93 Washington St. Dover, NH 03820 INSURERS AFFORDING COVERAGE NAIC# INSURED New England Exteriors INSURERA Hanover Insurance Companies 22292 50 Oak Street INSURERB: Liberty Mutual Ins. Co. 23043 { Dover, NH 03820 INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSR kow FFFE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MMID LIMITS GENERAL LIABILITY OHV621391003 08/16/2003 08/16/2004 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY UAMAUh I U KtN I ED $ 300,000 PREMISES Ea oxurence CLAIMS MADE M OCCUR MED EXP(Any one person) $ 15 000 AIE PERSONAL BAOV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY f7 PRO LOC JECT AUTOMOBILE LIABILITY AHV6297479 09/07/2003 09/07/2004 COMBINED SINGLE LIMIT $ X ANY AUTO (Ea accident) 1,000,000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) A HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR D CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WC731S330194013 08/17/2003 08/17/2004 TORY LIMITS ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 B OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EAEMPLOYE $ 100,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 5 00,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OFA KIN ON THE INSURER, TS AGENTS OR REPRESENTA ES. Insured's Copy AUTHORIZED E ESENNTATIVE jp l_ Ck— ACORD 25(2001/08) ©ACORD CORPORATION 1988 CONSUMER INFORMATION FORM - "SUNROONTS Massachu3cus State Building Code (780 CMR; Appendix J, Section Jt.1.2.3,I) i The .hlassachusetls State Building Code (730 C I�) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORhtATfON FOIZ I is to be filed as port of the building permit application when a builder/contractor or homeowner, constntcting/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, Appendix J, Section JI.1.2.3.1). This FORM is not intendi:d to prevent a homeowner from selecting a "sunroom" of any size, configuration, orientation, form of eonstntction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizhig a "sunroom" addition. The connection of ''sunroom" sinictures to residential buildings May create comfort And energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and consiniction/installation of"sunroorns", included below is a non-required, open-egded list of product and design considerations that it homeowner may wish to consider before actually constricting/installing a "sunroom". It is recommended that consumers carefully review these options with their designer, builder, or contractor, in order to minimize potential energy consumption andlor .house discomfort issues. In addition,. the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AM) DESIGN CONSTMERATIONSRELATED TO "SUN-ROONIS'l • Solar Orientation and Natili'al Shading Type of Glazing • Insulating value • Solar heat gain • Frame materials • (lazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom Adequate ventilation - Operable windows and fans Applied Sbadiag Systems Insulation level in floors, walls, and ceilings • Possible Sunrootn isolation from the main house via a wall and/or door or slider • Pleating and Cooling Methods: Efficiency, Zoning and Controls PIoincowner Acknowledgment The iivlassachusetts State Buildiog Code, Section J 1.1.2.3.1, requires that the actual proper1y owner (not the owner's agent or represen(ative) acknowledge receipt of this CONSUMER MTO.M. IATION FORhf prior to issuance of a Building Pernik for a project that includes "stutrooni" additions to an existing residential building. In accordance, with this requirement, the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation. Sigmtnire of Achral Building Owner Date c Print Name Address of Pertnittetl Project _ 9768 '7 - 0y Owner Address (if different than project locrttion) Owner's telephone number REFER TO LOAD DESIGN �-HART #3 FOR PANEL CAPABILITIES. Fasten with 8d nails or 14 ga. 1 1 /2" staples @ 3" o.c. DreamspacE Floor Panel. Attach using DreamspacE screw provided by manuf. @ 12' o.c. Max. Apply 7/16" subfloor or equal material perpendicular to panels for point loads. c U) X W — — — — — — — I/ Do—AII—Ply All Sides Damp proof underside surface of panel. Provide minimum 6" airspace to grade. Attachment By Others. 3 Min. SECTI ON ZPLAN Scale: Y=1 ' Updated 03-14-02 DREAMSPACE Floor Panel TITLE: Attachment to NO. Existing Structure TID-104 Double 2x spline. • See TID-102 for spline connection & fastening information. Existing Structure Refer to TID-104 For panel connection. \ �e� Support to be 0 QP�6 0\ e`. continuous w/ a E �P�6 51`6 min. bearing width Edge plating $ of 3" typical at material — double ends of panels and 2x lumber or at intermediate engineered equal. bearing points. Typ at all edges of floor assembly See detail TID-102 DETAIL NOTES: 1. Apply damp proofing to the underside surface of the panel. 2. Place a polyethylene sheet vapor barrier to the ground surface underneath the panel structure. 3. Provide adequate ventilation to the space between the panel structure and the ground below. Minimum 6". 4. Panels to be attached to all bearing locations using the red DreamspacE screws provided by Thermal Industries. at 12" O.C. MAX. 5. Apply a 7/16" thick OSB (or a material equal in performance to resist point loads) subfloor perpendicular to the top of the floor panels. ISOMETRIC PLAN Scale: N.T.S. updated 03-14-02 DREAMSPACE Floor Panel TITLE: Floor Panel Connection N0. TID-103 REFER TO LOAD DESIGN CHART #3 FOR PANEL CAPABILITIES. 3» 1 7/16" 1 7/16" Do—All—Ply continuous. __j Double 2x spline. 8d Nails @ 12" o.c. two rows, staggered. VV DreamspacE Floor Panel. Do—AII—Ply Do—All—Ply each side, top & bottom. Apply 7/16" subfloor Fasten with 8d nails or or equal material 14 ga. 1 1 /2" staples perpendicular to panels @ 3" o.c. for point loads. /Damp proof underside surface of panel. Provide minimum 6" airspace to grade. SECTION /PLAN Scale: Y-1 ' Updated 03-14-02 DREAMSPACE Floor Panel TITLE: Spline Connection N0. Double 2x TID-101 LOAD DESIGN CHART#3 (SEE DOUBLE 2X SPLINE DETAIL TID-1 01) AFM R-CONTROL°STRUCTURAL INSULATED PANELS 7/16"OSB THICKNESS PANEL SPAN EPS CORE THICKNESS 51/2"CORE 71/4"CORE 91/4"CORE 111/4'CORE DEFLECTION U360 0240 U180 U3601 U240 0180 U360 U240 0180 0360 1-1240 U180 10'-0" 53 79 1002 89 1002 1002 1002 1002 1002 100' 1002 1002 T 12'-0" 40 59 79 65 91' 91' 1002 1002 1002 1002 1002 1002 R A N S 14'-0" 30 45 60 48 72 78' 84 1002 1002 1002 1002 1002 E R E 16'-0" 24 35 47 37 55 68' 65 98 1002 89 1002 1002 E L 0 AD 18'-0" 19 28 37 28 42 57 51 77 971 70 99' 99' P F) 20'-0" 15 22 30 22 33 44 41 61 82 56 84 891 22'-0" 33 49 66 45 68 81' 24'-0" 27 40 54 37 55 74 [1] LIMITED TO ULTIMATE FAILURE LOAD DIVIDED BY A FACTOR OF SAFETY OF THREE(3). [2] LOADS EXCEEDING 100 PSF NOT RECOMMENDED WITHOUT SPECIAL REVIEW REFER TO LOAD DESIGN CHART #3 FOR PANEL CAPABILITIES. Double 2x spline under DreamspacE system sillplate. Do—All—Ply continuous. Double 2x spline. 8d Nails @12" o.c. two rows, staggered. Do—AII—Ply each side, top & bottom. DreamspacE Floor Panel. Fasten with 8d nails or Apply 7/16" subfloor 14 ga. 1 1 /2" staples or equal material @ 3" o.c. perpendicular to panels for point loads. Aluminum flashing trim w/ drip edge under DreamspacE system sillplote. Damp proof underside surface of panel. Provide minimum 6" airspace to grade. SECTION /PLAN Scale: Y=1 ' Updated 03-14-02 DREAMSPACE Floor Panel TITLE: Edge Plating (2)2x N0. TID-102 `v OVERHANG MAXIMUM OVERHANG 6ui i a LOADING CHARTS MULLION MULLION 0'-6" 1'-0" 1N 6" 2'-0" MULLON MULLION 0'-6' 1�OE..� SNOW&WIND MAXIMUM OVERHA ' l'-6" 2'-0" MULLION MULLION 0'-6" 1•-0" 1'-6" 2'-0" w i SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION q w 85 MPH WIND 90 MPH WIND100 MPH WIND 9 LOAD BEARING WALL-SECTION G 8a" 12'- 3 ' 11,-z 10- 1 6 -to 84^ 112-- 3 11- 2 --10-- 1 a -10 84^ 12'-3 11•-2 '110-- 1 " 8 •-10- i H R a 86" 19•-B ' 19'-0 18'- 6 •18'-0 • 88" 19 - 6 •'.19•- 0 18'-6 18'•0 88" t9•-6 ' 19• 0 18'-6 '18•-0. p 0 3B"GC ---- -- 36"CIC 36"CIC .._. 0 96^ 19'-8 .19'•0 . 18.- 6 '19'- 0 . 96" 19••6 -19'- 0 ••18'-6 18.-0 „ 96" 19'-6 -19•-0 '18'•6 18•-0" 108' 19 -6 19' '0 18 -6 18108" 19 =6 "19'- 0 18'•6 '18'-0 , 108" 19 .6 TABLE 0vA_70EN 84" - ''- -'._ - '-- =- - " 84•' _ _ " - '--- - '•- -'-- 84" 48"CIC -'.-- ' - -- --'-- -'--- V 88" 11'- 8 .10'. 7 9 •-6 8 .-3 48"C/C W. 11 8 '10•- 7 9 '-6 8 .-3 48"GC a8" 11.- 8 10. 7 9 '-6 5 .-3 " Z 96, 181-3 -17-2 16• 1 151-0 ' 96" 183 -117-2 16'- 1 15•-0 W. 18-3 ••17-2-"16- 1 15'.0 '• (n 2Lu n 70 PSF SNOW LOAD 108" 18 -3 ' 17- 2 16•- 1 15' 0 108" 17•-11-16 -t0 15'-9 14'-8 " 108" 12 5 " 11 - 4 10 - 3 9 -0, - - - - awl84 a6" 7 •- 1 5 '-11 7 '. 1 . 5 •-11' - -- - -- 60"C!C 88" 7 '- 1 5 '-11- - --- -_ a 60"CIC _ 60"C/C „ _ •" o 96" it'-3 10'-3 9 1 7 •-10' 96•' 11-3 10'-3 9 1 . 7 -10 N.. 10._10„ 9' 9 " 8 7 7 4 - Q 108` 11- 3 10-- 3 9 '• 1 7 -10" 108" 9 '•10" 8 -a 7 •-6 6 '-2 - 108" •_ -__ Z CHARTS ARE FOR 84" - -- - '- - --_ - --- 84" - -- _ _ -_ 84" _ - Q A ENHANCED HEADER es - -'. - ' aa" F ._ _'__ . -.__. �, - '- -- -- _ _ •- •. 72"ac 72"C/C 72"C/C 96" 7 '.6 6 '•5 ._ - 96" 7 '-6 6 '-5 -- - •- 96" -- -- -- '- '- - Lu a IDB' 108" ..108" •- - -- -- MAXIMUM OVERHANG MAXIMUM OVERHANG MAXIMUM OVERHANG MAXIMUM OVERHANG -�- ®W MULLION MULLION 0--6" 1--0" 1'-6" 2'-0" MULLION MULLION 0'-6" 1'-0" 1'-6" 2•-0" MULLION MULLION 0'-6" 1'-0" 1`-6" 2'-0" MULLION MULLION 0'-8" 1'-0" 1'-6" 2'-0" Uw.. SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION SPACING HEIGHT MAXIMUM ENCLOSURE PROJECTION 4-4 a� 110 MPH WIND 120 MPH WIND 130 MPH WIND 140 MPH WIND COD 84" 12._3 .. 11._2 .10.- 1 •' 8 •-10- 84" 12•-3 `11.- 2 -10._ 1 ..8 ...10" 84" 12•- 3 .11.-2 ••10'-1 a • 10^ 84" 12'-3 ..11.- 2 ..10'- 1 . 8 `•10- Lo 88" 191-B 19 " 0 '1$'•6 18'- 0 88" 19 -6 '19'- 0 18'-6 "18'- 0 88" 19'-6 19'-0 ' 18'-a 18'-0 Sa" t7 6 16'- 6 "15'- 5 `14'-3' C 36"C/C 36"C/C 36"CIC 36"CIC , 96" 19'-6 .19•- 0 . 18'-6 . 18•-0 .. 96" 19•-6 .19'-0 ..18•-6 "18•-0 . 96" 16'-3 .15.,3 ..14•- 1 .13'-0 96" 9•-26 '• 1 " 6 '•11. - 108" 19•- 6 - 18'•6 . 17'• 5 "16'- 4 .. 108" 12'-6 '11'- 5 '10•- 4 '• 9 '• 1 ' 108" -- - -- - -- - 108•' 84" - - - 84" -' - - - - -- -'.- 84" _ _•. - - 84" - - - - 88" 11'. 8 ,10•- 7 9 .-6 .' 8 - 3 '. 88" 11'• 8 .10.- 7 .. 9 •-6 " 8 .- 3 88"....._ 9 -7 8 .-6 .. 7 .- 3 - '•-- " 88" -'-- ' --'--" _ $ w F 48"C/C 48"C!C 48"CIC q8"CIC _ - 96" 14- 6 - 13••5 '12- 4 . 11- 2 ' 96" 8 •-11. 7 '-10^ 6 •-7 ' -- 96" '- - '- - _- _ W. - •- ._ w y = las" - -- ' -- •-- " --.- - - •.- .. 10b" - '--- - '-- " -- . -' - 10a" - •-._- .- - ._. .- 108" - -- •- - -- - -- g �' - ' - " - - 84" - " - - _ a v ct Lu 88" 7 '• 1 ` 5 -11" - '._ " —_ • 88" _. •--- ' - '•- " - - '--- - - -- - -- - -- - - M OJ 60"C/C 60"CIC 60"CIC 60"GC - - a 88" 98" gg" 108" - '-- .. ., 1o8" _ .-_ _ .._.. -'•- ' 1081' .. '-_ • _'.- - -- - -- - ._ - -- - --- - t0a" Uate MaY20O1- . 84. _ .. _ JOB NO'2K33r 88' 72"0C 96, •- 72"C/C 88" 72"C/C -_. 72"CIC FaFN E: 108" - • _ - '` 108" - " -' - " 108" " 108•' ---- I - - -- �-' OS3100_A-70 nOF 16 Table"B": TABLE"C": ROOF PANEL SPAN TABLE-MAXIMUM ENCLOSURE PROJECTION ui w NON-BEARING WALL MULLION SECTION-B PANEL DEAD DEFLECTION=U80' DEFLECTION=U180 DEFLECTION=U240 IL tZ9 & MAXIMUM IMAXIMUM MAXI114HEIGHTtFI) MUM TYPE LOAD DESIGN LOAD DESIGN LOAD DESIGN LOAD '� W TRIBUTARY MULLION W 44 '{°RIBULION (3 INCH THICK) (PSF) 20 30 40E12 - 60 70 20 30 40 50 60 70 20 30 40 50 6fl 70 Z a J { WtDTw HEIGHT(FT) WID3-PLY 1.1 15'- 9 't3'-0 '-11•-3 9 '- 3 ' 8 ••6 12'-5 -10'-9 9 '-8 8•-11 8 '- 4 . 7 •-11-11'-0 9 7 8 6 8 '•0 ' 7 •-6 7 7 4-PLY 2-5 19--2 ..15'-11..13'-10` 11'-4 ..10•- 2•-11'11•- - _ O Z 3 85 MPH WIND LOAD 120 MPH WIND LOAD6 1 2 -10•- 0 ' 9 '•3 - 8 '•7 - 8 '-1 °11•-7 10'-0 - 8 •-11• 8 ' 3 7 8 ' 7 '-3- - 36 15'• 4• 35 10•-10- 4-PLY SKYLIGHT 2.5 15'- 3 12--8 '11•-0 ' 9 '-0 ' 8 •-4 -11'-11`10•-4 - 9 '- 3 ' 8 •-6 ' 8 0 . 7 ••6 "10'•8 9 '-2 8 '- 3 . 7 7 7-- 1 6 •-8' 42 _ 14•- 2" 42 To,- 0• 5-PLY 4.1 20•-0 ' 19 -4 "17'-0 ' 14 - 0 -13'•0 '14'• 1 `12'•2 " 10`-11`10'-0 9 '-4 8 '-9 "12'•6 •10'-10•' 9 •-8 ' 8 •-10• 8 '-3 7 -•9` 48` 73•- 3' 48 91- 5• 5-PLY SKYLIGHT 4.1 17'-4 -to 1 ^12'- 2 '10-10- 9 •-10" 9 1 12'-3 -110••7 " 9'-6 ` 8•-8 •• 8 •- 1 7 '-7 _1779_'_T_9 ••3 - 8'•3 ' 7 6 ' 7 •-0 6 ' 7 0 2- Z 54 12 - 6'• 54 8•-10- . q 3-PLY USES TWO 0.024`3105-H154 ALUMINUM SKINS WITH 1.5 DENSITY EXPANDED POLYSTRENE CORE m 11 •10" 60 8 - 5 (n fib 11 4- 66 $•- 0' 4-PLY USES TWO 0.024.3105-H154 ALUMINUM SKINS WITH ONE SHEET 7116"ORIENTED STRAND BOARD(OSB)AND 1-5 DENSITY EXPANDED POLYSTRENE CORE(OSB TO 9E INSTALLED TO EXTERIOR SIDE) W N •? i n 72 10,-10"] 72 7,. 8• 5-PLY USES TWO 9.024'3105-HI54 ALUMINUM SKINS WITH TWO SHEETS 7/16'ORIENTED STRAND BOARD(OS8)AND 1.5 DENSITY POLYSTRENE CORE 53 sB n 90 MPH WINO LOAD 130 MPH WINO LOAD U60 DOES NqT Ml:EY'CERTAIN BUILDING CODE REtlUIREMENTS,ONE MUST VERIFY WHAT LOCAL BUILDING CODE REQUIRES. = ttl m 36 11 14'- 6, 38 101- 0• THIS TABLE SHALL BE USED WITH EXTREME CAUTION AND CONSIDERAI ION SHAD.BE GIVEN FOR ANY OTHER LOADS WHICH MAY REDUCE SPAN Q � % 42 13.. 5- 42 9 3. MAXIMUM PANEL OVERHANG IS 2'-U' ? C 48 12•- 7- 48 81- 81 Q w 54 11•-10• 54 8,- 2• TABLE"D"-ALLOWABLE SPAN(ROOM PROJECTION) TABLE"IF"ALLOWABLE p 60 11 3• 60 7•- 9` FOR:3-1/2"X 9-112"ENGINEERED LAMINATED RIDGE BEAM COLUMN LOAD(SECTION-H) W ss 101- $' 66 1 1 7•- 5- DESIGN ROOM WIDTH Column Allowable 3: o 72 10•.. 3• 72 LOAD 11- 0 "14', 0 '17`-0 ^20•-0 ".23- 0'26•-0 '29•-0 `32- 0 '35 .0 .38'• 0 .41'- 0 Length Load(lbs) 20 PSF 21'-4 ^19•-8 ' 18`-5 17•-6 16'-8 '16'-0 '15•-5 .14'-11 "14'-6 .14'- 1 13•- 9 �� 100 MPH WIND LOAD 1a0 MPH WINO LOAD 8• p. yggpp 38 13•- 0• 36 9•- 4- 30 PSF 19-0 17'-6 "16'• 5 . 15•-7 14•-10`14-3 .13'- 9 .13'- 4 ^12••9 .12•• 3 11••9 9' 0 21000 D 42 _12 1• 42 8'- 7^ 40 PSF 17'• 5 "16'-1 "15-• 1 14•- 3 .13•- 7 '13'0 .12•-4 •11'•8 '11'-2 . 10•-9 10•-4 10' 0- 17000 �N� 48 11- 3• 48 $`. 1. So PSF 16'- 3 "15'-0 .14•• 1 • 13'-4 '•12'•6 ..11.. 9 '11•- 1 •10'-6 `10- 1 9•- 8 9 ••4 ( ill 0- 14100 Q 60 PSF 15-�4 "14�-2 ,13'-4 '.12'- 3 .'11•- 5 `10'- 6 '10'-3 9 ••8 . 9 '- 3 ' 8 '-11 8 -6 54 101- 8• 54 i'- 7` 12' 0• 11800 s 60 10•- 1^ 60 - 70 PSF 14 - 7 '13 6 '12'-4 ..11 4 10•- 8 '10'-0 9--6 9 •- 1 8 '- 7 8•-3 8 •-0 13' 0 10100 O a 66 9•• 7- 66 - - TABLE"E": ALLOWABLE SPAN(ROOM PROJECTION) 14' 0 • 8700 72_T;__2. 72 _ _ FOR;3.12"X 11-715'ENGINEERED LAMINATED RIDGE BEAM 15, 0 • 7500 _ice_ moi_ 110 MPH WIND LOAD DESIGN ROOM WIDTH 3611'-10" LOAD 11 0 '14'. 0 -17,- 0•20•-0 "231-0 -26'-0 ^29•-0 '•32,-0 -35'. 0 -38'•0 -141'.0 '• o W rc 42 10•-11• 20 PSF 26'-8 24'- 7 .23'- 1 ••21'•10-20-10"20'•018 -4 '18 6 -18- 2 `17'-8 17•-2 WN < 48 10•, 3- 30 PSF 23-•9 '21'-11 .20--6 '19•-5 .18 - 7 .17'-10'17'-2 16'- 5 `15•- 9 '15- 1 ' 74•-6 ' a v N W = I 54 9•• a 40 PSF 21'•9 .20. 1 18'-10'17'-10' 17'- 1 -161 15•-2 . 14•-6 `13'-10-13'•3 12'-9 < ' W6 80 9'- 2 50 PSF 20•-4 18•- 9 17•-7 ^16`•6 °15'-5 ' 14'-6 13•-9 '13- 1 '12-6 '12••0 11`•6 ' C h O, a 66 8 • 91 60 PSF 19 21 3 `17'-9 16 - 5 15'• 2 " 14 •Z '13'-4 12'-7 12-011 B 'tt'-0 10'- 7 72 8'- 4^ 70 PSF 18'•4 ' 16'-10 15'-4 '14'- 1 .13•-2 `12'-4 15'-8 11 2 "10'-8 -to'-39'-10 Ie Au3uR 2601 GANG-LAM S 3100 Fb 2.0E JOB NO,:2034 TRIBUTARY LYIUTH IS OEFTNW AS THE MAXIMUM DISTANCE niAT ONE COLUMN VW_CARRY ANO M SEAM CONNECTION AND SUPPORT AT THE RESIDENCE SIDE MUST BE DESIGNED BY OTHERS TO WITHSTAND THE SPECIFIED LOADS BY.OVK MEASURED WTHM THE NONiOFD BEARWG WAL L.HORIZONTALLY FROM THE CENTER MEETS DEFLECTION OF LJ240 OF ONE MODULE TO CENTER OF THE ADJACENT MODULE NOT INOUTOlNG FLLL PANEL FILE NAME. BEAMS ARE TO BE CONTINUOUS;NO SPLICES) j 0.S3tW NON-SEAR _ _ IS OF is UG.22.2002 9:15AM THERMAL-BOSTON NO.240 P.3 doThermal Industries, INC. The shield ofprotection for your home." 301 Brushton Avenue Pittsburgh, PA 15221-2168 (412)244-6400 FAX(412)244-6496 August 28, 1990 To Whom It May Concern: RE: Patio/Roof Span/Load Teat The following components were utilized during the load tests: PANEL MAKE UP .024 AL / 1.5# EPS / .024 AL PANEL SIZE 31- X 4811 x LENGTH, 1.1 LBS./ SQ. FT. ADHESIVE MORAD 336, 366 OR 612 CORE EXPANDED POLYSTYRENE 1.5# DENSITY ALUMINUM SKIN .024" THICK, ALLOY 3003 H 14 ALUMINUM EXTRUSION: 6061 - T 6 ALLOY THERMALLY BROKEN H MULLION .070" WALL HAVING 3" WES S 3" FLANGE WEIGHING 0.994#/F'T. The g mullions are placed on the side of the test panels and are attached to the panel every 12" with 3/4" steel screws on the top only. This analysis is based upon the experimental load testing results as performed by our forces employed during our tests. The test procedures conform to the method described by the American Society for Testing and Materials, Section E-72, "Conducting Strength Tests of Panels for Building Construction". Please refer to that report for details of the test equipment and method used in our testing. The following are our recommendations as the result on the load testing and engineering analysis: LOAD FACTOR WORKING LOAD DEFLECTXON w= Maximum allowable superimposed d - Allowable working load deflection L/180 live load in pounds per square p = Maximum allowable working load in pounds foot with a Factor of Safety = 2.5 per square foot. Span w Span d E 10, S8 psf 10, 0.67" 45 psf III 48 psf 11' 0.73" 38 psf 12' 40 psf 12• 0.60" 31P sf Prepared by: OF tdgsS Brian Thebeault EDWARD J. cy Project Engineer 9COWN C � IVIL pJ. 37697 03 40 '%IST- Edward Brown FSStDNA`�NG� Professional Engineer s-s -54 MANUFACTURER OF VINYL FRAMED BUILDING PRODUCTS OF `{�NpN{.rw/yell a W au• p�D D. ,.a•"'• F INC fit• EOP 1pGar = .•• N+m O� ,P 4 M EJ � r Q,.»».....� Oey t Sr''s AR AIt A! JF���v f o�p+Y�IpNCM � ��{d DONALD z 'E p O i DAVID :2= q= e� Al D p,:_.e_ `DOtIpLD DAVID IIEItiEI*I NO. 233 , No_ 5250 w = aclllTERED ,� MCI8 9 9= rw .aFI = »,., z t PAQ�'ESSlOq♦14 3 F• PE�1667x i¢ z 95 FEGIBTERED 4 c —-— O• ENltNEER v► f^► O +v PROM a� PROFESSIONAL P �p,�`9FGf3'iEQ�� 7j�,•. � ` b° �'�"d�r'78T 4': �v: g. � ao ! '9/ ° ItJ1 0 -dbR LANAI E 1 , ti N` N N INS a Bsf .nt ''ll {ua'd` N.tr OF •.,r w. •`•••44pFESStQIYft'''P?, �►OF p�.0 po•MFj��YyK.�r` i ,art /txaNAt�C ;� DOW 0. _�`�En,"SEG Np`•��U W A a •'• � r/ DONALD O R£61STERED `yS IONpLEyQ f 1M b407 rt r{ :o;PROfESS10NAl' 11 MF+set_ Nu. � .. C72 ODNAID{lA4ii o� d3. 3T£,� i EN6E6 s - s AM MEI P D / an�� E-ngir'N 60P•,.+... . Q'l� �wtiC�� 1�ee� W 8 DCtNAW' z` r Q fC/n r n tom:. E ` MEISEI dTATEOF 'yla"G�.L' r°,-• z, � N0;� ,, �> � ,� p• tl •o uo,Iaato f� "'I �� K .mar l � sr/OEtI�+E ��`' V C4! J'i`� 'Icyyr E of �.� * OMiN6 8/ONp�E tt yhbuNp{•{•{a OF/ ��GINEER S xW C .. pA 011 R. �'°�=• � %xN Table of Contents r z � -0�rsaa� 0, 001t9j.�•....�,_.A�G�` • 6d t:lrtit��d4az-, page ao. 1499, Professional Engineer Stamps 1 C. Note and Specifications 2Lp U o Plan and Elevation 3 Z a System Components 4 Qo wo W Section Details 5 " "' Loading Charts 6-18 "AW" 2M co U. STAMPS 0 OFD 1�1R•�1•f•!•1 I _ ii1•R••R• x••,!!!,•11•, _ ••••R♦1„1••. ••R♦111.1` �lT�i•'' !�♦111• •• _ li•iii1+,+•1••1 �r' �R i�� •v--v� Imo_ , I” 1.i i•iia•••• ' f 7Oiii, is�a,0,��1 `� C —r L`. ••�;:;`:"-•:i,:% 0.i*. i.;:•:; 11J ri :❖: •:.••: , �•. .,.., o...o .log. mom.. it f ,l,.,•,•,; . . . , � ....•..... ;:. ......�•..........•.� � � .-•0�O.O•i Ri•0.O i� Af•1�f•1•!i i•1.•R�••� f•�i 1�!❖i•1•1•i 1.1� OOi i O��i P�iS y •:�O;�i;i�:;�;�% i❖:4•ii i•••i i•i• aoe. :% %i 0 4 4 •1lls 1••••♦ O.4•d•0 �:O;i•Oi;i iii:i`i;C i vu !•a••d:1••A :•i•:40.4d•i i 11ifN�••••••� .•:•�:gip.: - i�•i��!��i•�i iii+�•i�� • :ip�,0•••i��0 Pd,�0.0.•O•bOAS ,a i•i•i :iii••�i••i"i: IIII I ::t;;:;:•i iii •s i,010•i i•i••i•O� i•.••i❖i:4•i Ilei i�,�� ,.^•'-•• :,, \\ :, '.:• ••�O�P - :•,iii•• � •,��d�����• - �'•+•:O•�iii:•l•"• O a : • • 1• 1 i 1 • . ■ __ s� L�jE § ■ L . | � �& ■ 4 § - £ ! � � ■ iLl | ■ � L L--j IL ■ � . . | li2 |. � .� | � r @ , |! � ■ § k �§ . . . . 2 IL ■ - ;§ l |� ■ . T 76 B . � . ! ■ $ . § [ ■ � , k � ■ ' 7kl �� O |■. D a&FE 2 ® THERMAL INDUSTRIES, INC. osƒ . ' § ■ . 1o£ EGNL ;ouE# � SPACP � sSTE Q¥aEINS �2�f/ �� � _/ �_7__3 m. 430 WDM 715 _. DREAMSPACE 3100 SERIES CATHEDRAL RIDGE BEAM AND COLUMN DETAILS COUNTERFLASH HANGING HEIGHT REMOVABLE ADJUSTABLE "F" ROOF HANGING CHANNEL ROOF PANEL Hill II II TOPWALL 2A/2B "F" SECTION II #8 x 2 1/2" TEK SCREW 3 1/2" x 9 1/2" GANG-LAM II II POST "U" II I ) 9.767 7.159 6.375 x 2.500 POST "H" ALUM. TUBE RBEAM.dwg 02/15/01 DREAMSPACE 3100 CATHEDRAL SERIES ADJUSTABLE F-SECTION 5/4 THICK PLYWOOD ROOF HANGING CHANNEL NAIL FLASHING TO AND PROTECTS ROOF HANGING CHANNEL HANGING HEIGHT RIDGE BEAM ASSEMBLY 3 1/2 x 9 1/2 GLULAM 3.000 ROOF PANEL WITH ROOF HANGING CHANNELS MOUNTED EXTRUDED GUTTER I I , ADJUSTABLE F—SECTION LOAD BEARING TOPWALL PLATE I I I i F-SECTION I---- I I I I I NON-LOAD BEARING I I I I I TOPWALL PLATE r-7 I I I I I I 1 j1 --------- 11 I I 11 I I I POST H I MODULE i I , U-SECTION I I I BULLNOSE H E I G H T , I POST U L , I I CORNER POST 1 1 I I 88" STANDARD I 1 1 I I I POST ASSEMBLY- L.L. SSEMBLY I I I I I I I I 1 I I I I I 1 I I I — -------------- ---LL-- ---- ---- --1J--- -------------- F—SECTION F—SECTION _. I F—SECTION 0,0 ELEVATION SILLPLATE SIDE 3 SILLPLATE SIDE 2 SILLPLATE SIDE 1 SIDE 2B (OLI) SIDE 2A (OLI) SIDE 2 (OLI) OVERALL WIDTH os3100vAarsoeMo.a.9 02/15/01 EXISTING STRUCTUREW ROOF PROJECTION ':z J Z ry W Z Ciel W Z F i s C ONE OF THESE SIDES MAY BE C z ROOF PANEL ROOF PANEL W _/ 1 5 ` G ENCLOSED WITH SOLID PANELS K (NON-BEARING) j z p z d a U 00 (.7 rc I _ OPTIONAL FULL i a U z 1 , , , I'_0 9 i HEIGHT SOLID ! Ix a STD. % / % / o %/ C + STD. % j % ` A m W WALL PANEL DOOR 3-0x6-8 o Z LOCATIONS A s io A --- - -- LAJ leLEIt " STD. NON-BEARING MULLION SPACING _ STD. BEARING MULLION SPACING VARY TO SUIT STO. - Fn SEE TABLES A thru £ SEE TABLES A thru E MINIMUM WIDTH=1.00x PROJECTION 0 85 MPH WIND7 o 1.00x PROJECTION 0 90 MPH WIND Q I.00x PROJECTION O 100 MPH WIND 1.25x PROJECTION O 110 MPH WIND Z 1.50x PROJECTION 0 120 MPH WIND MARQUE LEAN-TO MARQUE (LEAN-TO 1. 0x PROJECTION 0 130 MPH WIND Q a (LEAN-TO) 2.00x PROJECTION 0 110 MPH WIND ENCLOSURE END WALL OVATION ENCLOSURE FRONT WALL ELEVATION TYPICAL MARQUE (LEAN-TO) ENCLOSURE PLAN < 1. NON-LOAD BEARING LOAD BEARING cy uj 8 t— � EXISTING STRUCTURE SEE NOTE #13 � ROOF PROJECTION ! v ROOF PANEL F J I C C a t G p ROOF PANEL i BOTH OF THESE SIDES WILL BE ! ENCLOSED WIT4 BEARING PANELS--� u i J ; i o CfjOv .., I z _ + OPTIONAL FULL I = o 2 0 1._01. o_ ! STD. % % o HEIGHT SOLID C. / G. / o C , STD. j / / j / j�14A m WALL PANEL DOOR 3-0x6-8 w 0 a B y� N LOCATIONS ! A ? A 1 SEE BEARING MULLION SPACING STD. NON-BEARING MULLION SPACING VARY TO SUIT STD• co �+ SEE TABLES A thru E SEE TABLES A thru E MINIMUM WIDTH=1.00x PROJECTION 0 85 MPH WIND o1 ro v) o 1.00x PROJECTION O 90 MPH WIND W o 1.00x PROJECTION 0 100 MPH WINO z W 1.25x PROJECTION 0 Ito MPH WIND N50 W W CATHEDRAL (GABLE) CATHEDRAL GABLE 1.75x PROJECTION 0 120 MPH WIND 7E ( ) 1.75x PROJECTION 0 130 MPH WINO w p ENCLOSURE PROJECTION WALL ELEVATION ENCLOSURE FRONT WALL ELEVATION 2.00x PROJECTION 0 110 MPH WIND o a LOAD BEARING NON-LOAD BEARING TYPICAL CATHEDRAL (GABLE) ENCLOSURE PLAN MAY 2001 ALL SECTIONS & DETAILS REFERENCED Ao. 34 HERE ARE SHOWN ON SHEET 3-S3 �n ' SEE ROTES/1 k 2 ED U. xa 3-S 1 s at i. NpRTIy Town of Andover No. `- _ o _o dover, Mass., COC NIC NE WICK ��� S'QATED p' 5 U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.......�5.........*... .......... ...Y.4........11M................:............................................ Foundation has permission to erect... I... ............ buildings on........ ....�r. .! .4.M.v.!�!�..�.....b� Rough /�• •/� .il/ f to be occupied as.......... �.�..N.��...�!l..................... .r..........................�................�I/��.......... chimney 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, Alteratio and Construction of Buildings in the Town of North,Andover. , ` momp PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION START ELECTRICAL INSPECTOR .... . . ...�................ ..... .. Rough ... �� ... ... .............. ..... ........ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises .— Rough Do Not Remove Final No Lathing or Dry (Nall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. New England Exteriors 50 Oak Street Dover, New Hampshire 03820 603-750-7577 866-750-7577 C+► l ` ' �/ , CONTRACT Buyer(s) JT I �i�i/V /�/�t� /"/ i V ,/ Date � Address l�O /�?��� �/ Job Site7. 0�1 Home Ph e City Al . /� f.�� y� ,� Stat zip PhQ L Work 3 ROOM: able ❑ Marquee ❑ Fill In SIZE: (projection) x _(width) COLOR:>J Vhite ❑Earthtone ❑Brown DECK: N�xisting Upgrade Thermo Deck>0112i ❑ 6'2" ❑ 8"2„ ❑ 10" ,Footings ,3# ❑ New P.T. , Size KNEE-WALL: ❑ Fill lass TRANSOM> lj*lass GABLE: ❑Fill [Mass IrRAP: ❑Fill ❑Glass WINDOWS: Aiders ❑Double-Hung ❑Casement ❑Bay*aximum Glass /--,RpNT W#4 (, ' GLASS: ❑Standard)<ow-E Argon ❑ Super Peak ❑ Grids ❑Dreamglass style color HOUSEWALL WALLS: ❑ Aluminum aWSA Laran ❑ Wallpaper-color: ❑ 4-Ply ❑ Extra Height T" DOOR: ❑ 5' X ❑ 8' ❑ Extra # Size 0 3' Full view 116' French ❑ Other 1 ROOF: )(3" ❑ 6" )4-Ply 114-Ply ❑5-Ply FINISH: 11Aluminuhingled 11Other CD G 1 SKY1IjGHTS: ❑Fixed []Operable # GUTTERS:)(Standard ❑ K-Style Jr� I --- de uL Iwo v RA Cx 6 Wows ­�v\ OA&10,zef A96 IGT 'l' JUS /d A:ri/!'Gfi,�.�C3' Sr C , oM C5, 22 ALL MATERIAL IS GUARANTEED TO BE AS SPECIFIED. ALL WORK IS TO BE COMPLETED IN A WORKMANLIKE MANNER ACCORDING TO STANDARD PRACTICES. THIS CONTRACT CONSTITUTES TO ENTIRE UNDERSTANDING OF THE PARTIES,AND NO OTHER UNDERSTANDING, COLLATERAL, ry VERBAL, OR OTHERWISE, SHALL BE BINDING, UNLESS SIGNED BY BOTH PARTIES. THIS CONTRACT 1S VALID ONLY WITH PROPER SIGNATURES. WE RESERVE THE RIGHT TO CANCEL THIS CONTRACT AT ANY TIME WITHIN THIRTY DAYS OF THE DATE OF THIS CONTRACT. IF WE CANCEL, WE WILL PROMPTLY RETURN ANY PAYMENT(S)YOU �HAVE ! MADE. &- g W eele-f 1-�-Ad pf P X-r START OF[UPTALLATION WILL BE IN OR ABOUT O WEEKS FROM THE ABOVE DATE AND WILL BE SUBSTANTIALLY COMPLETE IN OR ABOUT _WEEKS FROM THE ABOVE DATE. IT IS UNDERSTOOD BY YOU THAT THE FOLLOWING CONTINGENCIES COULD MATERIALLY CHANGE THESE ESTIMATED DATES: CUSTOMER'S INABILITY TO OBTAIN FINANCING, INCLEMENT WEATHER;STRIKES OR OTHER LABOR DISRUPTIONS; NON-AVAILABILITY OF MATERIALS;ACTS OF GOD; OTHER WE ARE NOT REPONSIBLE FOR CONDITIONS BEYOND OUR CONTROL, iNCLUD!NG COND�cNSA TION RESULTING FROM PRE-EXISTING CONDITIONS, THE LONGEVITY OF CAULKING, OR ANY OTHER ACTS OF NATURE INCLUDING BUT NOT 1.IM!TFD TO LIGHTNING, FLOODS. FIRE AN::) ICE DAMS. BUYER'S RIGHT TO CANCEL BUYER MAY CANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY USE THIS CONTRACT AS THAT NOTICE BY WRITING, "I HEREBY CANCEL" AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE NOTICE MAY BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. SINCE THIS CONTRACT MAY CALL FOR MADE-TO-ORDER GOODS, IT IS NOT SUBJECT TO CANCELLATION EXCEPT AS STATED ABOVE. AND IF YOU CANCEL THIS CONTRACT AT ANY TIME SUBSEQUENT TO THE THIRD BUSINESS DAY AFTER THE DATE OF THE CONTRACT AND PRIOR TO THE START OF WORK, YOU AGREE TO PAY US THE DIFFERENCE BETWEEN OUR ESTIMATE OF THE COST OF MATERIAL AND LABOR AND THE AMOUNT OF THE TOTAL SALE (OUR LOST PROFIT). YOU AGREE TO PAY CASH ACCORDING TO THE TERMS SHOWN BELOW OR, IF WE APPROVE YOUR CREDIT, TO SIGN A NOTE PROVIDED BY US FOR PAYMENT OF THE AMOUNT DUE. YOU ALSO AGREE TO SIGN A COMPLETION CERTIFICATE UPON COMPLETION OF THE WORK. IF YOU FAIL TO PAY ACCORDING TO THE TERMS BELOW AND HAVE NOT SIGNED OUR NOTE, THE ENTIRE UNPAID BALANCE BECOMES IMMEDIATELY DUE, AND YOU MUST PAY A COLLECTION COST EQUAL TO OUR ACTUAL COSTS OF COLLECTION, UP TO 15% OF THE TOTAL AMOUNT YOU OWE, PLUS ATTORNEY'S FEES AND COURT COSTS.ANY UNPAID BALANCES WILL INCUR INTEREST CHARGES OF 19%ANNUAL OR 1.58% MONTHLY. Total Cash Price23 62301 Customer 7CDate31) 1 )"Y z Down Payment S 2nd Payment /Room Order Customer, Date !/J" O y and Payment I J Room Delivery On Completion * NEE Representative Date '`� �3le To be Financed To be paid by Cash/Check Credit Car # Exp. Date *Adds 2.35%to each payment amount,charged ,r w ♦ � �� NORTH ANDOVER, MA. DRAWN FOR KAYE MANN (D.E.P. FILE# ) 95.6' sE I 96.85 3,o„w SIS 112�d K, %v,'�I 101 / v \, lid ��i•�, ;�\,, I,� Dw�,L 100.7 H C.�3.03 100.4FLAG 1A ;-7 \ 1 0.0S ..-•—SELL "��.09 100.79 \ IS�ISG 10 \\101 € a ,. \ E �, r:i:: ..; ? 1�? 25 ` \ \6� 15 101.5 l.:ta t: 0 2.7 3 ( �s 16w N 1 100.3 0 DFLA(i .SA 04.42 CK PROPOSED - \ '--PROPOSE L'DIA. ADDITION— CONCRE'T SONGR\ TUBES -- I 110 T.O. i'1_,.� ;,; ?r� �1 12.03 o oo 15.64Pl-11\6 SA ' MAP 98 B PARCEL 64 MAP 98 B, PARCEL 65 LOT 42 , 20,841.1 S.F. 0.4784 Acres � Q HAY BALE ['LAO I i`!A TO BUTT TOGETHER I NOT SILTATIOi BACKED M S 67'5729, w F I r A/TAP OR R PARCF.T , 65