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BP-2003-30457-03-2003 RESIDENTIAL ny licensed RESIDENTIAL t ai iP AUTHORIZED AGENT NOTICE TO LICENSED CONTRACTORS: The Building Code responsible onssible for code compliance. (see Appendix of 780 CM11 R R5.2.15) Construction SECTION 2 - PROPERTY OWNERSH p Supervisor, whether or not they have taken the permit are C 152 25) 2.1 Owner of Record:` ----------------- SECTION 4 - WORKER'S COMPENSATION INSURANCE AFFIDAVIT (MGL t 1 5 v.A R Phone Number Workers Compensation Insurance affidavit must be completed and suSignedtted vAffidavit Attached: Failureith this application. ❑ yest❑prnode this affidavit L 0 ( Contact Address Name (print) will result in the denial of the issuance of the building permit. g E2.21Au,,h­ori,zed Agent:SECTION 5 - DESCRIPTION OF PROPOSED WORK (check all applicable)/1S ^ !1 ._ N, } t ni- :5�� �1 c YG+ a (e Zo dditionalteration ❑ repairs (chimney/ ❑ woodstove [i t R�� S l %. ' Phone Number ❑ new construction* fireplace Contact Address (energy report required) (energy report required) Name prin) ❑demolition ❑ deck ❑ pool ❑ accessory bldg. ❑replacement window/door ❑other s ecif below SECTION 3 - CONSTRUCTION SERVICES (shed/garage) no. of windows_ doors_ (specify below): (specify ) 3.1 Licensed Construction Supervisor: Not Applicable ❑ License Number r © 9 * If new construction, please complete the following: Licensed Construction Supervisor a F /a Expiration Date no. of baths________ Address �1. p (i7- a ts�N Single Family: no. of bedrooms A5 ii != Telephone o G Z no. of baths unit 1 Signature Two Family: no. of bedrooms unit 1__ no. of baths unit 2 Not Applicable ❑ no. of bedrooms unit _______ 3.2 Registered Home Improvement Contractor: ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): � ❑ no ❑ Boiler (heating) -fuel gas (natural or propane), fuel oil, electricity, other (specify): Are you a Home Improvement Contractor subject to (780 CMR-6). ❑ yes ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): %/ 0 rl qy If no, go to the next sectionl se arate unit) Are you claiming exemption from the requirement? ❑yes ®°no ❑ Air conditioning - ( p If yes, submit the ❑ None of the above to be provided Fuel Oil Other required affidavit! ❑ Hot Water: Gas__ Electric___ -- Brief Descriptioat of Proposed Work: Registration Number (if none, state "none") D Company Name $1 v �31-. F 1'r=x IV "I Address 29 nsf I✓ yr � 4 rrF O17 Telephone a PG Expiration Date SECTION - 6 ESTIMATED CONSTRUCTION CASTS Signature p y permit applicant Item Estimated Cost ($) to be completed b p PP 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: l . Building QUESTIONS OR COMPLAINTS call or write: 2. Electrical Horne Improvement Contractors Registration, One Ashburton Place -Room 1301, Boston, MA 02108, (617) 727-8598 3, Plumbing Owners Name (print) 4. Mechanical (HVAC Estimated Total $ SG 5.Total=(1 +2+3+4) * Signature SECTION 7A - OWNER AUTHORIZATION by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund (to be completed when owner's agent or contractor applies for building permit) Date' 3.4 Homeowner Exemption - One & Two Family Only (please print) , as Owner of the subject property hereby authorize) FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 1, to act on my be , in al atters relative to work authorized by this building permit application. / 109.1.1 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0, effective July 1, 1982, no individual shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of Date buildings or structures, unless he or she is licensed inaccordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Signature Of Owner Construction Supervisors. SECTION 7B -OWNER/AUTHORIZED AGENT DECLARATION Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. resides Agent hereby declare that the statements and information For the purposes of this section only, a "Homeowner" is defined as follows: Person(s) who owns a parcel of land on which he/she resides p intends to reside, on I application are true and accurate, to the best of my knowledge and belief. which there is, or is intended to be, a one or itvo family dweiline, attached or detached structures accessory to such use and/or farm structures. A person who constructs on the foregoing more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signed under the p ins and p alties of perjury. �� j� Date Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability Signatu of Owner/Authorized Agent Rev. January 19, 2001 Page 3 Rev. January 19, 2001 C\bldg.fornis\Bldgapp:res.wpc RESIDENTIAL 2003 SECTION 8 - INSPECTOR'S REVIEW/COMMENTS 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals(see project review worksheet): Date: 5. DENTED (see project review worksheet): Date: 6. HOLD reason: Date: 7. HOLD subject to Zoning Board of Appeals action: Date: S. Comments: 9. Inspector's Signature: Date: SECTION 9 - APPLICANT NOTIFICATION 7 Applicant informed above Comments: � D t Timeo-M Clerk �-'' SECTION 10- OFFICEVNSPECTOR'S NOTES Total Permit Fee: $00 Less Application Fee: S 25.00 Remaining Balance: S 0 TOTAL FEE:(Gross Area - New Construction total sq. ft. Gross Area - Alteration total sq. ft. Permit Issued To• SECTION 11 - ADDITIONAL COMMENTS/SKETCHES 4/1 116,00 �e- JU`X. aka <)° , RESIDENTIAL 2003 ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE DARTMOUTH BUILDING DEPARTMENT '1_—_7�_Rft.�a 400 Slocum Road, P.O. Box 79399 DATE RECEIVED 1 _ o PT. r ' Ire, Dartmouth, MA 02747 06 '✓' r.......... 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING THIS SECTION FOR OFFICIAL USE ONLY RECEIVED BY: BUILDING PERMIT DATE SENT FOR REVIEW : NUMBER: DATE ISSUED: OK TO ISSUE - SIGNATURE: DATE Building Commissioner/Inspector of Buildings Zoning District: A6roposed Use: Zone: C ❑ B ❑ A ❑ V Outside Flood Zone ❑ Aquifer Zone THE FOLLOWING AGENCIES SHOULD BE NOTIFIED: ` oard of Con. Com. ❑ Demo ❑ DPW ❑ Elee: ❑ Energy Report ❑ Board of AeB Appeals I t h Affidavit Card Sent: Cut Off Follow-up* ❑ Fire ❑ Gas ❑ Planning Board* ❑ Sewer Card ❑ Water Card ❑ Zoning ❑ Other Chief Cut Off / Cut Off / Cut Off Review,* . * REQUIRES INSPECTOR'S REVIEW BEFORE THE ISSUANCE OF A PERMIT. DEPARTMENT L APPROVAL Zoning Review: �� Signature: Date: `/ d Energy Report: oll- Signature: Date-��p fJ Fire Chief: Signature: Date: %Q 1% J, Board of Health: - Signature: Date: `Conservation Commission: Signature: 7 Date: Other: Signature: Date: Description of work being perforated: SECTION 1 - SITE INFORMATION NUMBER OF PLANS SUBMITTED: SITE PLAN SUBMITTED: ❑ yes ❑ no 1.2 Assessors Plat &Lot Number: 1.1 Property Address: ep � RbG K b� uIJDFt m PP Plat-2adj Lot�F - Nearest Cross Street: /.)p R5 g- V Ee_l< A i) . Subdivision Name: 1.3 Historical District ®'yes ❑ no S Has application been submitted to the Historic Commission? Total Land Area Sq. Ft.: ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: ❑ Municipal Yprivate Well ❑ Municipal �On Site Disposal System / % . 30U(67 C:\bldg.forms\Bldeapp.res.wpd Page I Rev. January 19, 2001 U C:\bIdg.forms\Bldgapp.res.wpd Page 4 Rev. January 19, 2001 OUTLINE SPECIFICATIONS GENERAL 1. THE GENEP'AL CONTRACTOR SHALL FURNISH ALL 8. NEW ASPHALT ROOF SHINGLES SHALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND - MATCH EXISTING .PROVIDE ALL UNDERLAYMENT, SERVICES REQUIRED FOR THE CONSTRUCTION OF FLASHINGS, ETC.. FURNISH AND INSTALL 3'-T THE WORK AS SHOWN ON THE DRAWINGS OR WIDE STARTER STRIP OF GRACE ICE & WATER SPECIFIED HERE -IN. ALL MATERIALS SHALL BE SHIELD AND ALUMINUM DRIP EDGES. FURNISH NEW UNLE-SS OTHERWISE NOTED AND SHALL BE AND INSTALL RIDGE INVENT WITH GLASS FIBER INSTALLED IN WORKMANLIKE MANNER BY WEATHER FILTER AS MANUFACTURED BY AIR MECHAMCS SKILLED IN THEIR TRADE. ALL VENT INC. AND DRIP STRIP VENT AT SOFFIT. MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 9. NEW EXTERIOR SIDING & TRIM SHALL MATCH EXISTING. RESPECTIVE MANUFACTURER'S LATEST PRINTED FLASH AND CAULK AT ALL WALL OPENINGS. SPECIFICATIONS, DIRECTIONS AND INSTALLATION DRAWINGS. 10. NEW INTERIOR FINISH TRIM SHALL MATCH EXISTING FURNISH & INSTALL CEILING MOULDINGS THROUGHOUT 2. THE GENERAL CONTRACTOR SHALL VISIT THE OWNER TO SELECT MOULDINGS. SITE TO FAMILIARIZE HIMSELF WITH THE SCOPE OF THE WORK PRIOR TO SUBMITTING HIS BID DOORS & VWNDOWS AND SHALL SUBMIT AN ITEMIZED BID WITH MAJOR CATEGORIES OF WORK IDENTIFIED. 1. WINDOWS, UNLESS OTHERWISE NOTED, SHALL BE ANDERSEN SERIES 400 PERMASHIELD WINDOWS ! THE GENERAL CONTRACTOR SHALL SUBMIT TO WITH "HIGH PERFORMANCE' INSULATING GLASS, THE OWNER, WITH HIS BID, AT LEAST THREE PERMANENT EXTERIOR & INTERIOR 3/4" HIGH PROFILE REFERENCES, CERTIFICATES OF INSURANCE GRILLES WITH SPACER, HARDWARE & SCREENS, COVERAGE AND MASSACHUSETTS BUILDING UNLESS OTHERWISE NOTED. REFER TO DRAWINGS LICENSE NUMBER FOR SIZES AND TYPES. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL 2. WOOD EXTERIOR DOORS SHALL BE MORGAN DIMENSIONS AND CONDITIONS AT THE SITE. DO 1 3/4' THICK DOORS & SIDELIGHTS AS NOTED NOT SCALE DRAWINGS. IN CASE OF ON THE DRAWINGS DISCREPANCIES, NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK FRENCH & SLIDING DOORS, UNLESS OTHERWISE NOTED, SHALL BE ANDERSEN FRENCHWOOD 4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL PERMASHIELD DOORS AND SIDELIGHTS WITH REQUISITE PERMITS AND DO ALL WORK IN "HIGH PERFORMANCE" INSULATING GLASS, ACCORDANCE WITH THE MASSACHUSETTS PERMANENT EXTERIOR & INTERIOR 3/4' HIGH PROFILE STATE BLIL.DING CODE AND ALL OTHER LOCAL GRILLES WITH SPACER ALL OPERATING HARDWARE AND GOVERNING CODES AND ORDINANCES. & SCREENS. REFER TO DRAWINGS FOR SIZES AND TYPES. 5. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT ANY DAMAGE TO 3. ALL INTERIOR WOOD DOORS, UNLESS OTHERWISE EXISTING STRUCTURES ETC. AND/OR ADJOINING NOTED SHALL BE 1 3/8" THICK MORGAN M-1053. PROPERTIES AND SHALL BE RESPONSIBLE FOR DOOR FRAMES MAY VARY DO TO WALL THICKNESSES ANY DAMAGES TO SAME. CONTRACTOR SHALL CARRY AN ALLOWANCE i OF $3000 FOR FINISH HARDWARE. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, GYPSUM WALL BOARD & FINISHES TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE 1. ALL INTERIOR GALLS & CEILINGS SHALL HAVE WORK. GYPSUM WALLBOARD (GWB) AND JOINT Ij FINISHING MATERIALS AS MANUFACTURED BY 6. THE GENERAL CONTRACTOR SHALL DO ALL THE NATIONAL GYPSUM CO., UNITED GYPSUM DEMOLITION OF THE EXISTING STRUCTURE 00. INC. (USG) OR EQUAL. ALL METAL AND DISPOSE OF ALL CONSTRUCTION DEBRIS COMPONENTS SHALL BE GALVANIZED, ALL AS SHOWN OR REQUIRED BY ALL RULES GYPSUM VO L.LBOARD SHALL BE FASTED TO REGULATIONS AND CODES. FRAMING USING SCREWS AS RECOMMENDED BY THE MANUFACTURER ALL GYPSUM WALLBOARD 7. CONTRACTOR SHALL TEST ALL EQUIPMENT, SHALL BE OF THICKNESSES AS NOTED ON THE ETC., AT THE COMPLETION OF THE WORK AND DRAWINGS. ALL GYPSUM V ALLBOARD SHALL REPLACE ALL DEFECTIVE EQUIPMENT OR BE. TAPED, SANDED, PRIMED AND OTHERWISE MATERIALS PRIOR TO OCCUPANCY BY THE PREPARED TO RECEIVE FINISHES. OWNER. ALL WORKMANSHIP, MATERIALS, AND PROVIDE DUROCK BOARD IN ALL AREAS TO EQUIPMENT, SHALL BE GUARANTEED FOR A RECEIVE CERAMIC TILE PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 2. AS SELECTED BY OWNER, ALL NEW INTERIOR AND EXTERIOR SURFACES, UNLESS OTHERWISE SITE WORK NOTED, SHALL BE FINISHED WITH MATERIALS AS MANUFACTURED BY CABOT STAINS, PRATT & 1. THE GENERAL CONTRACTOR SHALL DO ALL SITE LAMBERT, BENJAMIN MOORE , OR HANCOCK PREPARATION AND EXCAVATION NECESSARY TO PAINT AS FOLLOWS: CONSTRUCT THE WORK ALL LOAM AND GRAVEL SHALL REMAIN THE PROPERTY OF THE OWNER. 1. EXTERIOR SIDING & TRIM (WHERE REQUIRED) REMOVE ALL UNSUITABLE BEARING MATERIAL. TWO COATS CABOT SOLID COLOR STAIN ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE. STOCKPILE ALL 2. INTERIOR -PAINT MATERIAL TO BE RETAINED OR REUSED AS (1) COAT PRIMER (WHERE NOT PROVIDED DIRECTED BY THE OWNER. REMOVE ALL TREES, BY OTHERS) STUMPS, ROOTS & STONES FROM THE SITE. ONE (1) COAT INTERMEDIATE PROVIDE ALL NECESSARY CLEAN GRAVEL FILL AS ONE (1) COAT EGGSHELL ENAMEL REQUIRED. THE GENERAL CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AT THE 3. INTERIOR -STAINED COMPLETION OF THE WORK CONTACT DIG -SAFE (1) COAT STAIN BEFORE EXCAVATING FOR UTILITIES ETC. (2)TWO COATS OF POLYURETHANE 2. LOAM & SEED ALL AREAS WITHN LIMIT OF PREPARE ALL SURFACES TO BE PAINTED OR CONTRACT. ALL AREAS TO BE SEEDED SHALL STAINED AS RECOMMENDED BY THE HAVE A MINIMUM OF SIX (6-) OF LOAM FREE OF MANUFACTURER. ROOTS STONES AND INORGANIC MATERIALS. 3. WOOD FLOORING SHALL MATCH EXISTING. FOUNDATIONS WOOD FLOORS SHALL BE SANDED, STAINED, SEALED AND FINISHED WITH A 1. ALL FOUNDATIONS SHALL BEAR ON MINIMUM OF THREE COATS OF MATTE OR HIGH UNDISTURBED, VIRGIN SOIL OR WELL GLOSS POLY -URETHANE AS SELECTED BY COMPACTED FILL WITH A MINIMUM BEARING OWNER CAPACITY OF 4.000 PSF. REMOVE ALL UNSUITABLE BEARING MATERIAL. PLUMBING 2. BOTTOM Or ALL EXTERIOR FOOTINGS TO BE 1. ALL PLUMBING WORK SHALL BE DONE IN CARRIED A MINIMUM OF 4'-O" BELOW FINAL ACCORDANCE WITH ALL CODES, RULES AND GRADE ALL FOOTING EXCAVATIONS TO BE REGULATIONS AND ORDINANCES GOVERNNG FINISHED BY HAND. NO FOOTINGS ARE TO BE WORK OF THIS KIND. PLACED IN WATER OR ON FROZEN SOIL. 2. INSTALL NEW PLUMBING WORK. INSULATE 3. FOUNDATION WALLS SHALL BE PROPERLY HOT AND COLD WATER PIPING. OWNER BRACED BY TEMPORARY SHORES OR PERMANENT TO SELECT All PLUMBING FIXTURES & TRIM. CONSTRUCTION AT THE TOP AND BOTTOM OF PROVIDE 3!4 " WIATER LINE FROM HOUSE TO WALL BEFORE BACKFILLING IS STARTED. GARAGE, 4. WHERE WALL FOOTINGS ARE STEPPED, THEY 3. PROVIDE UNDERGROUND LP GAS LINE FROM MUST HAVE A MAXIMUM RISE OF 1'-0" FOR 2'-0" HOUSE TO LOCATION OF NEW LP GAS TANK OF HORIZONTAL RUN. VEPJFY LOCATION OF TANK WITH OWNER 5. ALL CONCRETE WORK SHALL CONFORM TO THE HEATING REQUIREMENTS OF THE LATEST ACI CODE OF STANDARD PRACTICE. ALL CONCRETE SHALL 1. ALL HEATING & AIR CONDITIONING WORK SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI BE DONE IN ACCORDANCE WITH ALL CODES, AT 28 DAYS. RULES & REGULATIONS AND ORDINANCES GOVERNING WORK OF THIS KIND. ROUGH & FINISH CARPENTRY 2. FURNISH AND INSTALL ALL PIPING, RADIATION 1, ALL FRAMING LUMBER, UNLESS OTHERWISE AND THERMOSTATS AS REQUIRED TO SATISFY NOTED ON THE DRAWINGS, SHALL HAVE A HEATING REQUIREMENTS. PROVIDE ZONES AS MOISTURE CONTENT OF 19%OR LESS, A FOLLOWS: MINIMUM FIBER STRESS OF 1200 PSI AND A MINIMUM MODULUS OF ELASTICITY OF 1400000 1. MASTER BEDROOM & M. BATH PSI. ALL PLYWOOD SHALL BE APA GRADED C-C 2. KITCHEN, BREAKFAST RM, LING ROOMA,LAV, PLUGGED WITH EXTERIOR GLUES. ALL MATERIAL LAUNDRY, MUD ROOM & DINING ROOM SHALL BEAR AGENCY GRADING STAMP. PROVIDE 3. STUDY ALL UNDERLAYMENT FOR FINISH FLOOR 4. ALL 2ND FLOOR BEDROOMS & BATH MATERIALS. 5. 2ND FLOOR FAMILY ROOM 2, FURNISH AND INSTALL TRUSJOIST MICRO -LAM LVL 3. FURNISH & INSTALL AIR CONDITIONING UNITS FRAMING MEMBERS WHERE NOTED ON DUCT WORK DUCT INSULATION AS REQUIRED TO 1 THE DRAWINGS. ALL FLOOR TRUSSES SHALL BE SATISFY COOLING REQUIREMENTS. UNITS & j AS MANUFACTURED BY THE TRUS-JOIST MACMILLAN DUCTWORK TO SERVE FIRST FLOOR TO BE COLOR APPROVED EQUAL. HANDLE AND INSTALL LOCATED IN THE BASEMENT UNITS & DUCTWORK PER MANUFACTURER'S REQUIREMENTS. TO SERVE SECOND FLOOR TO & ELL BE LOCATED IN THE RESPECTIVE ATTICS . 3. ALL WOOD EXPOSED TO THE WEATHER, USED AT OR BELOW GRADE, OR BEARING ON CONCRETE ELECTRICAL SHALL BE PRESSURE TREATED TO 0.40 PCF OF "ACQ" "PRESERVE" RETENTION & TO THE STANDARD 1. ALL ELECTRICAL WORK SHALL BE DONE IN FOR PERMANENT STRUCTURES IN ACCORDANCE ACCORDANCE WITH ALL CODES, RULES AND I WITH AWPA C1, P5 & C15. FURNISH AND INSTALL REGULATIONS AND ORDINANCES GOVERNING PRESSURE TREATED (PT) SOUTHERN YELLOW WORK OF THIS KIND. VERIFY CAPACITY OF EXIST PINE FRAMING MATERIALS WHERE NOTED ON THE ELECTRICAL SERVICE. REMOVE ALL EXISTING DRAWINGS WIRING & INSTALL NEW WIRING & DEVICES. 4. PROVIDE GALVANIZED METAL JOIST HANGERS 2. ELECTRICAL CONTRACTOR SHALL CARRY AN AT ALL EXISTING & NEW JOISTS WHICH FRAME ALLOWANCE OF $5000.00 FOR ELECTRICAL INTO EXIISTING & NEW HEADERS, GIRDERS, ETC.. FIXTURES TO BE SELECTED BY THE OWNER PROVIDE HURRICANE ANCHORS AT ALL DXIISTING FIXTURES SHALL BE INSTALLED BY THE & NEW RAFTERS. ELECTRICAL CONTRACTOR 5. INSTALL FIBERGLASS BATT INSULATION WITH 3. PROVIDE 3 EMPTY CONDUITS SIZED TO VAPORBARRIER UNLESS OTHERWISE NOTED, AS PROVIDE TELEPHONE, CABLE SERVICE, FOLLOWS: & MIN OF A 60 AMP SUB PANEL TO GARAGE. PROVIDE EMPTY CONDUIT TO ATTIC FOR 2"X4" EXTERIOR VALLS: 312" THICK R-15 FUTURE USE 2"X6" EXTERIOR WALLS: 6" THICK R-19 2" X FLOOR JOISTS: 9" THICK R-30 4. PROVIDE & INSTALL SMOKE DETECTORS AS PER 2"X CEILING JOISTS 9" THICK R-30 LOCAL REGULATIONS. VERIFY LOCATIONS WITH SLOPED CLG LOCAL BUILDING OFFICIALS 2"x FLAT CLGS 12" THICK R-38 . SPECIALTIES PROVIDE CONTINUOUS BAFFLE VENTS AT ALL SLOPED CEILINGS. 1. OWNER TO PROVIDE ALL CERAMIC TILE. BASE & WALL CABINETS, VANITIES, APPLIANCES, RESILIENT FLOORING, ETC. GENERAL CONTRACTOR TO INSTALL SAME WORK 11' 4" ± 12' 0" ± I 159" ± NOTES GENERAL 1 2 A. THE GENERAL CONTRACTOR SHALL DO ALL A-2 A-2 DEMOLITION WORK AS SHOWN OR REQUIRED TO CONSTRUCT THE WORK REFER TO ALL DRAWINGS FOR ADDITIONAL NOTES REGARDING -'---'------------------= =----- --------------- = - - - -- - - - - - - - - - - - - - - - - - - - - - - DEMOLITION WORK. ALL EQUIPMENT OR MATERIALS RETAINED OR REUSED (VERIFY WITH ! OWNER PRIOR TO THE START OF CONSTRUCTION)StiALLBE STORED AS DIRECTED ------------------------------- - - - - - - - - - - - -- - - --- r- - - -- - 1 BY OWNER THE GENERAL CONTRACTOR SHALL 4 I 1 1 NEWCONT1(rCCNCML REMOVE ALL EQUIPMENT AND MATERIALS NOT WITH CONT 20 k1 " CONC FTG I 1 MINIMUM OF 4" CLEAN GRAVEL FILL ON BEING REUSED OR RETAINED BY THE OWNER AND ALL DEMOLITION DORISFROM THE SITE. A-7 ! I I I 6 MIL POLYETHYLENE MEMBRANE WITH SEAMS LAPPED 12" 1 THE GENERAL CONTRACTOR SHALL VERIFY ALL 1 !- - - -� 1 36'x 24"ACCESS t EXISTING FRAMING CONDITIONS PRIOR TO THE MI I I OPENING REMOVAL OF ANY EXISTING WALL, PARTITION, F ` - - `1 ( I I i ETC. OR INSTALLATION OF ANY NEW WORK. - - J NEW BASEMENT I I I NEW CRAWL SPACE 0o I I- I I ► B. GENERAL CONTRACTOR SHALL DO ALL SHORING AND UNDERPINNING WHICH MAY BE REQUIRED FOR DEMOLITION WORK AND TO INSTALL THE 1 4" CONC SIIAB ON 6 MIL POLYETHYLENE MEM I I t NEW WORK I WITH SEAMS LAPPED 12" ON MINIMUM OF 8" I I C. REMOVE AND REPLACE ALL UNSOUND FRAMING i I CLEAN TAMPED GRAVEL FILL MEMBERS, SILLS, POSTS, SHEATHING ETC. UNCOVERED DURING CONSTRUCTION. RENAIL I ALL EXISTING SHEATHING, SUBFLOORING, FLOORING, ETC- TO REMAIN. I I NEW STAIRS D. WHEREVER NEW OPENINGS ARE CUT, PROVIDE I I NEW HEADERS TO SUIT SIZE OF OPENING. - L WHERE NOTED OR AS REQUIRED, INSTALL DOUBLE - - - - - - - - - FLOOR JOISTS UNDER ALL NEW AND EXISTING PARTITIONS RUNNING PARALLEL TO JOISTS. ----------- E.I WHEREVER ANY PORTION OF THE WORK IS REMOVED, BLOCKED -UP, ETC., THE ADJACENT l_J EXISTING CRAWL SPACE SURFACE SHALL BE PATCHED TO MATCH EXISTING EXISTING UNLESS OTHERWISE NOTED, OPENING STONE FDN WITH GRANITE CAP TYP IINSTALL BATT INSULATION ACE 1. REMOVE EXISTING FOUNDATION , STAIRS, CONC SLAB, EXISTING BASEMENT IN CRANEW WL EXISTING FLOOR WALLS & ROOF STRUCTURE AS REQUIRED TO INSTALL FRAMING FOUNDATION & RELATED NEW STRUCTURE ABOVE. 2. CUT NEW OPENING IN RUBBLE FOUNDATION WALL. , PATCH WALL TO MATCH EXISTING 3. REMOVE EXISTING WALL, DOOR FRAME & TRIM. SHORE STRUCTURE AS REQUIRED TO INSTALL NEW BEAM, SEE SECTIONS FOR DETAILS. (INSTALL NEW BATT INSULATION IN EXISTING BASEMENT 4. REINFORCE EXISTING BEAM. SEE SECTIONS FLOOR FRAMING I I FOR DETAILS ! 5. REMOVE EXIST. PARTITIONING, KITCHEN CABINETS, PLUMBING FIXTURES & PIPING. INSTALL NEW PLUMBING PIPING TO SUIT NEW CONDITIONS. 6. REMOVE & REPAIR EXISTING WOOD FLOORING TO MATCH EXISTING. - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 7. REMOVE EXISTING DOOR OR SASH, FRAME AND TRIM. BLOCK UP OR REFRAME OPENING TO SUIT NEW CONDITIONS. INSTALL NEW HEADERS AS REQUIRED 1 8. REMOVE EXIST. PARTITIONS, CABINETS, ETC.. REMOVE EXIST PLUMBING FIXTURES & PIPING AS I I REQUIRED TO INSTALL NEW PLUMBING FIXTURES & PIPING. INSTALL NEW PARTITIONING, DOORS, ETC. 9. REMOVE EXISTING PARTITION. & REPLACE WITH 1 I NEW. CONCEAL ALL PLUMBING PIPING IN NEW PARTITION. 10. REFURBISH EXISTING WINDOWS. WORK SHALL CONSIST OF, BUT NOT LIMITED, TO REPLACEMENT OF WEIGHTS & ROPES OR CHAINS, REGLAZING EXISTING SASH. MATCHING OF GLASS WHERE CRACKED WITH GLASS OF A SIMILAR PERIOD, REPAIR OF MOULDINGS, I I I I CASINGS, STOOLS, APRONS, WOOD PANELING, , OPERATING HARDWVARE, ETC.. PREPARE ALL WINDOWS FOR PAINTING. 11. CUT NEW OPENING IN WALL. INSTALL NEW HEADER & REFRAMEAS REQUIRED. FOUNDATION PLAN 12. REFURBISH EXISTING DOOR, FRAME, SIDELIGHTS & TRIM. SCALE 1/4" = 1'-0" WORK SHALL CONSIST OF, BUT NOT LIMITED TO, REPLACEMENT OF REGLAZING EXISTING SASH, MATCHING OF GLASS WHERE CRACKED WITH GLASS OF A SIMILAR PERIOD, REPAIR OF MOULDINGS, CASINGS, SILLS, APRONS, WOOD PANELLING, & REPAIR OF OPERATING HARDWARE, ETC.. 13. REMOVE EXISTING DOOR, FRAME & TRIM,OR SASH, FRAME ( I & TRIM. REFRAME OPENING TO SUIT NEW CONDITIONS. INSTALL NEW HEADERS AS REQUIRED FOR SASH HEIGHT OF 6'-6" TO 6- 8" ` 14. REMOVE & REPLACE ENTIRE PARTITION. SEE SECTION 3/A-7 15. REMOVE EXISTING CHIMNEY TO BELOW FLOOR. PATCH FLOOR, CEILING & ROOF OPENINGS TO MATCH EXISTING 16. REMOVE EXISTING PARTITIONS, DOORS, ETC.. BUILD UP I I I I FLOOR TO MATCH NEW MASTER BED ROOM FLOOR. j REMOVE EXIST CLG FRAMING & INSTALL NEW FRAMING SEE SECTION 3/A-7. I' 17. BLOCK UP EXISTING DINING ROOM FIREPLACE OPENING CUT NEW OPENING N CHIMNEY IN KITCHEN SIDE OF EXIST CHIMNEY. INSTALL LINTELS, ETC. AS REQUIRED TO PREPARE NEW OPENING TO RECEIVE NEW WOOD ( I 1 BURNING INSERT & RELATED FLUES, ETC. f 18. INFILL FLOOR TO MATCH EXISTING 'Ste" k": I Cam' FILE COpy LCIS sm •* thru antix"s b D A RnmA0UT 1 i I - 1 L E G E N D ELECTRICAL LEGEND IN FILL & NEW WORK t DUPLEX CONV OUTLET WITH GFI 18" AFF (AC=6"ABOVE COUNTER) EXISTING TO REMAIN WP=WATERPROOF DUPLEX CONV OUTLET 18" AFF EXISTING TO BE RWMOVED (AC�"ABOVE COUNTER) ---------- i CABLE TV OUTLET 18" AFF GATT INSULATION (ACC" ABOVE COUNTER) SPECIAL OUTLET 18" AFF VERIFY REQUIREMENTS -+- RIGID INSULATION TELEPHONE JACK 18 AFF -1_ G (AC--T± ABOVE COUNTER) CONC SWITCH (D=DIMMER, 3=THREE WAY, 4=FOUR WAY) { W } WALL OUTLET (T=TIMER) EXHAUST FAN WITH LIGHT (X=OMIT LIGHT) OCEILING OUTLET (F=FLUORESCENT) (A=DOOR SWITCH) JB JUNCTION BOX { S } SHOWER LIGHT HALF SWITCHED DUPLEX CONV OUTLET 18" AFF (AC=6'ABOVE COUNTER) CC)2003 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF arftny p. d'onofio, aia, architects & planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED. W 0 z 0 O 0 U) p o z �u . O Q Z I<-- Lij Lcj c) C) U OZ5 W cn z _z o Q Q Q W 0 z z w 0 Y O F_ Q. Lf) co p o0 z 0 PROGRESS PRINTS REVISIONS PP 01/20/03 PP 06/14103 ` PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 071/21M ,AS NOTED SCALE DRAWN 200301 PROJECT NO. DATE rA SHEET ok EXISTATTIC EXIST FLOORING EXIST BEAM 1/2" GWB ON 2"x 3" FURRING @ 16" oc 2-2"x WD HEADERS WITH PLWD FILLER - NEW SLIDING DOOR CELLULAR PVC POST CAP CARLISILE SURE -SEAL FULLY ADHERED ROOFINGSYSTr'! 4" x 4" PT WOOD POSTS FACED WITH 1" BY ON 112" THICK SURE -SEAL HP RECOVERY BOARD CELLULAR PVC TRIM ON 3/4" PLYWOOD SHEATHING SCREWED & GLUED TO LVL'S BOLT 4" X 4" PT WOOD POSTS & CARLISILE SECURE EDGE GRAVEL STOP. TO JOISTS & FLASH 2" BY WOOD BLKG TYP I TO MEMBRANE ROOFING RUN MEMBRANE FLSHG UNDER DOOR SILL REMOVABLE SECTIONS OF CERTAINTEED BUTECHS FF NEW FLOORING, 1 1/2" x 6" VINYL DECKING WITH END CAPS ANDALL NECESSARY TRIM PIECES ON 2"X4" P.T WOOD SLEEPERS j (� PVC BALUSTER SYSTEM BASE & MLDG --- AT 16"oc SEE PLANS FOR MATERIAL EXIST FLOORING !!' EXIST & NEW 2ND FLR EXIST JOIST -- GAILV METAL TAPERED 1 3/4"x 9 1/2"MICROLAM LVL JOISTS @ 12" oc HANGERS i — , TOP OF PLATE EXIST BEAM GRAVE--- STOP 1/2" GWB ON 1" x 3" WITH CLUTTER 1/2" GWB ON 2" x 3" FURRING @ 16" oc 1 - FURRING @ 16" oc INSTALL NEW 3-1 3/4"x 91/2" CONT 2- 2"x4" PLATE - CONT 7114" RIM BOARD MICROLAM LVL BEAMS WITH NEW 2" x V400D BLKG PLYWOOD FILLER SECURELY INSUL - EACH SIDE OF POST BOLTED TOGETHER NEW WOOD SIDING TO MATCH 112" GWB ON 2"x 4" EXIST ON TYVEK HOUSEWRAP STUDDING @ 16" oc I ON 1/2" PLYWOOD SHEATHING NEW KITCHEN NEW BREAKFAST FLOORING, _. BASE & MLDG SEE PLANS FOR MATERIAL 3/4" T & G PLYWOOD SUBFLOOR SCREWED & GLUED TO JOISTS EXIST JOIST 2"x 10" JOISTS @ 16" oc I - CONT 2" x 10" LEDGER LAG TO EXISTING. PTOVIDE GALV METAL JOIST MANGERS TYP EXIST CONC SLAB EXIST WALL. VERIFY COND IN FIELD 2"x4" SHOE I1 EXIST & NEW 1 ST FLOOR I CONT 2"x 10" RIM JOIST TYP 4W (PT) WOOD SILL SECURELY ANCHORED TO CONC APPROX FIN GRADE CONT. SILL SEAL VERIFY IN FIELD DAMPPROOFING 10" CONC. WALL W 2-45 CONT TOP & BOTTOM CONIC SLAB 6 MIL POLY - VAPOR BARRIER ON GRAVEL FILL SECTION1 SCALE 1/2" = V-0" A-2 EXIST & NEW BASMT • i' 20"x 10" CONT CONC FOOTING WITH 2- #5 CONT REINF. RODS GWB CLG & WALLS CER. TILE FLOORING U GVUB CLG & WALLS RESILENT FLOORING tom" i a, � J ramn rt:�* Cont �--jn i2 407 fl.1 r% .,W'A13 OWING TNr 0r An As Built Sufvcy mint be submitted to the BuM> Dew" prior to.calm for fon-m ion, inspection 4r iW1- lvrr V I V 1 -- - -- t - w OA I = NEW BEAM OVER - - - - -- -- _- _. _ Q v� t Z _ - - --- WCLOS ELF & POL a -- - - I -- M i - • O 10" TURNCRAFT N IREF Q - - I • WP DORIC COLUMNS Q __ I -1 - `-- NEW MASTER BEDROOM'; NEW BEAM OVER 5 I GM CLG & WILLS 2: NEW CLOSET VOOD FLOORING cn 1- GWB CLG & WILLS Z ; WOOD FLOORING U V : ® Y Y OX _ _ { z NEW PORCH NEW W GM CLG & WILLS I F _N ISLANDW WOOD FLOORING 13 O I EX LIVING RM GW8 CLG & WILLS R _ WOOD FLOORING © x t K } (K r i INSTALL'TR Y Y _x , i4 iQ NG ON HEAT-N-GLO WOOD BURNING Z - _ _ _ EX' DECKING FRREPLACE INSERTENERGY 9 a P.T. WOOD FRAMING - W Z I MASTER MODEL EM-41 W FLUE _ _ . _ . _ A$ CERAMICTILE WALLS 10" TURNCRAFT A-6 NEW BEAM OVER &FLOOR G�LEtSS ENCL. — - - — - - — - - - - — - — v PROVIDE COPPER • DORIC COLUMNS 1 I74r x 6-6" SHOWER PAN p Y -- - - -- - LOCATION FAUCET WP N BOOK --- ___. _ - � � _ _ 14 --- _ N SHELVES IX CEILING DROP - -�Cl) � ---------------- ------ .. - (('''�� l.J _: IX FIREPLACE w , .. �. 2' 0« BLOCK UP i rti = NEW BATH y zo EXISTING FND _ _ to tau Z OPENING z I P-8 GWB&WILLS a0 11 w0 O CERAMIC TILE DADo - w Z: , - _ a - - CER. TILE FLOORING NEW CLOSET 0 P-5 11 - . ._.. • GWB CLG & WALLS R F R 4 _ I WOOD FLOORING Y X ' /l EX DININGto 16 GM CLG &WALLS � ( S R-2 P-2 WOOD FLOORING d R .Y . .4� s _. �, o 3 " « R 10 _ 3 8 ---- ` _- 3 8- - - - A-7 12 4 0 NEW WALL EXISTOF CABINET OVER WINDOW EXIST CHIMNEY !! �+J FIRST FLOOR PLAN QW 3 SCALE 1 /4" =1'-0" 06 z lyd o NEW STUDY EXISTASPHALT „ ~ 0 SHINGLE ROOF /� . j x , 15 W t] . W GM CLG & WALLS ROOF FRAMING w X / � , /� � � Q � Q WOOD FLOORING 0 EXFOYER I I o. W Z �l06 _ AT0 E C 2-2"x 8" LEDGER Z LNCIUDE THE FOL OVWICAL WORK IN NEW TUDY NGY - VOOD FLOORING EXIST PLATE Y I DUPLEX I CAT-5 OUTLETS OUTLETS O w / NEWASPHALT SHINGLES LID t CABLE OUTLETS INFILL BETWEEN EXISTING x8• TO MATCH EXISTING 00 STUDDING WITH MIN OF R'�FRS O .WION OF OUTLETS TO BE 2"x4" STUDDING @16" oC - Q @ 16`• 15 #FELT ON 5/8" PLYWOOD J fEMINED IN THE FIELD WITHOC NER. EXIST FLOORING -- INSUL SHEATHING LL 2'k8" CLG PROGRESS PRINTS REVISIONS PP 01 R0/03 PP 01130AJ3 PP 02124M PP 03120M PP 04101 M PP 05/20M PP 06/14M PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 070 /03 r i 10 ©2 1/2" GWB ON 2"x 3" i 1/2" GWB ON 1" x 3" I FURRING @ 16" oc NEW CORNICE - FURRING @ 16" oc �i '► RIM TO MATCH EXISTING tru Li .� *M-;^�" I„ NEW W8x28 STEEL BM WITH I J@1 I _ CONT 2- 2"x4" gI•� j�a`� ' p _. CONT 2 BY WOOD ,_- I 'r4'it""r t""t� I'T'$ r'':'"�a+l"'�'M3 BLKG TYP i I - I PLATE I I 1/2" C N Z"x 4" STUDDING 16" I @ oc I - NEW WOOD SIDING TO MATCH - EXIST ON TYVEC HOUSEWRAP 10 - 2 1 I I ON 112" PLYWOOD SHEATHING EXISTING WALL I t FRAMING - NEW CERAMIC TILE NEW FLOORING, BASE & MLDG LEDGE ON DUROK SEE PLANS FOR MATERIAL THREE SIDES OF I I BATH TUB i 2" x 6" PLATES & 2" x 6" 1 i 1 1 1 2"xl0" LEDGER �' -. 2"x4" SHOE STUDDING AT 12" OC 1 SECURELY BOLTED TO _ _ _ NEW FLOORING ON NEW I :Tt ' - - CT = �. ADJUST STUDDING WIDTH I I 1 STRUCTUE & NEW 1ST FLOOR I I lT EACH END OF TUB TO SUIT _ - -EXIST DUROK SUB FLOOR 1— I- _ -11 _ 4 EX JOISTS 2'k10« JOISTS @ 16 oc 2' x 10" RIM JOIST INSUL EXISTING FLOOR FRAMING " PROVIDE GALV 4"W (PT) WOOD I Z _ METAL HANGERS - SILL SECURELY - .y ,_- -_- CONT. SILL SEAL JOIST TYP ANCHORED TO CONC EX CRAWL SPACE DETAIL EX WALL - _ - -- - .. _ _ _ APPROX FIN GRADE - VERIFY IN FIELD rA SCALE 1/2" = 1'-0" A-2 REMOVE ALL VEGETATION. INSTALL .: W AS NOTED SCALE DRAWN 2003_01 PROJECT NO DATE } MINIMUM OF 4" CLEAN GRAVEL FILL ON 1U' CONC NUALL 6 MIL POLYETHYLENE MEMBRANE W 245 CONT WITH SEAMS LAPPED 1T TOP & BOTTOM z 3 moo; . bd. :t m 20"x ITCONT CONC SECTION 2 - FOOTING WWTH 2- #5 CONT REINF. RODS SCALE 1/2" = V-0" •. r - 1 z { NEWASPHALT NEW DECKco i SHINGLE ROOF O Z-4 NEW BR #4 GWB CATHERDRAL CLG & WALLS -VVOOD FLOORING VVPto . W 11 ❑ 13 x_ 13 EX ROOF CC)2003 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF anthony p. donoft, aia, architects & planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED. O p Z O F- LL1 U p Q � c z O � Q 0 Q w U) Z n LLJ U) n- o U z o Y 0 O 00 O J ` LL PROGRESS PRINTS REVISIONS PP 01/20/03 PP 01/30/03 PP 0224/03 PP 0320/03 PP 0520/03 PP 06/14/03 PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 0721103 AS NOTED SCALE DRAWN 2003 01 PROJECT NO DATE A-3 SHEET SHINGLE ROOF , _ _ _ � �...«»� �# ..:.. �s.•�+ EX &NEW 1ST FLR _ _ TOP OF EXIST FND 34.20' LEFT SIDE ELEVATION .,,. l SCALE 1 /4" =1'-0" EX & NEW BASM'TDA i fI — — — — — — — — — — — — — — — — — — — — — — — L :- - .1ra.�l.ai►JM�Ra..: •:rJ1M.�a•Yfi�w►1K wr,�, -rr a 04 _ w C 20M THESE PLANS ARE THE EXCLUSIVE PROPERTY OF anthorry p. d'onofrlo, ala, architects & planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED. M �i 00 2 � S O O v/ 0 Lij w W L11 J Q Q z N A O�� o z w c/) z �. cw - o 0 . -- O Y. Z O CL 00 Q 00 J w PROGRESS PRINTS REVISIONS PP 04/22M PP 05/20/03 PP 06/14/03 PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 07/21 /03 AS NOTED SCALE DRAWN 2003 01 PROJECT NO DATE r - - -- - GRANITE PLATFORM & - VERIFY THE DEPTH OF EXIST CONIC FOUNDATION & UNDERPIN I 1 I I I I RIGHT SIDE ELEVATION R ASREQUIREDTOPROVIDE , 4'-0"MIN BELOW GRADE. PROTECT i EXISTING WELL THIS CORNER � - =' �- - - - - - - - - - - - - - DAIW ftf, SCALE 1/4"=1'-0 L ------------ -± I"' -- DI `'� OT ��_f"n' "" p".+ C"� "Y.-y.-�1 .>..�. "1EormnEO. - ------------- -� ---� -. .• W {r Q.aj,._>si�--•���i.,-i � • J FILE - - - - - - - - - - - - J ��.��` `i �� - - Y...�I -1 ice. -.".17� _ �. hot 0 � - b of the Tct -- — r:nO WEBB MOD ROUND_ VENT WINDOW 131AN 1,11-._- <. Qco - - - --- - -- - -- - - - - - - - �,_.� IX ATTIC FLR W r EXIST ASPHALT -- - - - -- - -- -- -- SHINGLE ROOF -- - -- - - ---- - - — NEW POST, RAIUNG & -- - - - BALUSTERS. SEE _ 8R i C - - - — 1 -- --- - - -- ^ SECTIONS SHINGLE ROOF -NEWCORNERTRIM-- , I -- NEW CORNER TRIMNEWASPHALT SHINGLE ROOF --TO MATCH EXIST-iY' — NEWASPHALT :I TO MATCH EXIST TYP 12" MDO PLYWOOD WTH - ---- — -- - -_ --- ---- -- APPUED MOULDINGS '- __w- - T4�AATf.FF17CISTTYP-- - - — - -- - --- - �- - -- EX & NEW 2ND FLR NEW WOOD CORNICE TO MATCH EXIST 10" DIA TURNCRAFf - DORIC COLUMNS TYP PROGRESS PRINTS REVISIONS PP 04rM03 PP 05/2oro3 PP 06/14/03 PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 07/21/03 Li I : - -- - CALLED NORTH I , EX &NEW 1ST FLR -TOP OF EXIST FND 34.20' - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - INSTALL NEW 3/4" T& G PLYWOOD SUBFLOOR OVER EXISTING WOOD FLR - _ -- EXIST ATTIC FLOOR EX JOISTS EX JOISTS SEE NOTES BELOW 1/2" GWB - EXIST STUDDING TO REMAIN EXIST STUDDING 2"x4" SHOE - NEW FLOORING, BASE & MLDG TO REMAIN INFILL PROVIDE GALV _--' SEE PLANS FOR MATERIAL WITH NEW 2" x METAL HANGERS _ _ EXIST FLOORING STUDDING AS REQUIRED EACH EXIST JOIST TYP EXIST 2ND FLOOR EX JOISTS EX JOISTS PROVIDE GALV 1/2" GWB ON 2" x 3" - EXIST BEAM METAL HANGERS FURRING @ 16" oc - 2-2"x4" CONT PLATE EACH EXIST JOIST TYP 2" x 4" @ 16" oc _ EXIST STUDDING ALIGN WITH EDGE __ TO REMAIN OF BEAM EXIST STUDDING TO REMAIN INFILL WITH NEW 2" x STUDDING - - SEE NOTES ABOVE AS REQUIRED EXIST 1 ST FLOOR EX JOIST$ ' ' " EX JOISTS SECTION 6 SCALE 1/2" =1'-0" A-6 2"x8" RIDGE SECTION 7 SCALE 1 /2" = 1'-0" A-6 OVIDE GALV HURRICANE CHORS EACH EXIST ROOF ST 8' NEWASPHALT SINGLES OF 15 # FELT ON 5/8" PLYWOOD 'S SHEATHING 2-2"x4" HANGERS @ 76"� @ 16" oc 1 i I L I L 12"x8" CLG JOISTS @ 16" oc MAHOGANY CORNICE BEADBOARD - TO MATCH EXISTING CLG = 3- 2" x12" WOOD BEAM , t SECURELY FASTENED I I 1" x WOOD FINISH TRIM TOGETHER i I I I I DENOTES NEW COLUMN I SEE ELEVATIONS I I I I t I I i I I i I I I I I I I "TREX" DECKING i i I EXIST& NEW 1 ST FLOOR P.T. 2" x 8" @ 12" oc U L1 H I] H 11 W SOLID BLOCK - UNDER COOS ------------------------------ SECTION 6 SCALE 12" = l'-V' A s TOP OF EXIST FDN APPROX FIN GRADE VERIFY IN FIELD VERIFY THE DEPTH OF EXIST CONC FOUNDATION & UNDERPIN AS REQUIRED TO PROVIDE 4'-0"MIN BELOW GRADE. PROTECT EXISTING WELL THIS CORNER STAIR OPENING b N CONT 4" x 6" P.T. WOM SILL 2" 0"POOR GIST @ 1 " 0 4 w CO 2" x 0" SO JDBRI )GING . ONT Z x 1(r OLID fDW G b t x - N C Z" x 1 ' LE ER LA BOLT 0 EXI T SIL X co EW±CNT 2" 10"4GERjI[AG B T TO IkIST LL EXISTING FRAMING TO REMAIN rzt EXISTING FRAMING TO REMAIN 1� ar, . , mot..!"i "*"'w"i �• on NEW 1 ST FLOOR FRAMING PLAN r-,! C4, HrNEW ROOF FRAMING PLAN SCALE 1/4" =1'-0" SCAT 1= 1hd" =1_n" '�..� ?U �Na End � � FILE � PROVIDE GALV • .j COPY 7 M$ C".'�`3 M!tterIC, Crb! of `.,- i_1 METAL HANGERS �'.�'m end hot *► -HTIAOU . t,�...,�„ EACH EXIST JOIST EXIST FLOORING r" c '�"31E."'i ;I tj "mo d . �. t`'r tin T"_TYP EXIST ATTIC -r- "' meµ. , ., w.. ISTPU r EXIST BEAM�� 21 EX JOISTS A-2 A-2 EX JOISTS CONT 2-x 4" PLATE 1 U IN ON 2" x 3" 2" NEW 3-13/4"x 71/4 MICROLAM /0 — ` �� .. ... r i r r i I i r i r 1 FURRING @ 16" oc LVL BEAMS WITH PLYWOOD -- FILLER SECURELY BOLTED 4 A-7 2 x10" 1 LOO JOI S 16" o TA ER D MI RO @ 12" o u� mI — -- — ---- ---- — -- — 70 -- — — — — -- J U I OA R EW ONT " x 1 ' LE ER G B LT T EXIS PLA E BOLT TO i ST J I I i I I I I I I I I I I I TOGETHER i I I x81CLG 12" x EI' IOIS_ RS 3_@ 16 �6"oc hoc I I--- I i SECTION jo SCALE 1 /2" = V-0" A-s 0 LL O — I== _ __fz = __ = ==F= I I 1 ! f Z i I i i I I I i I 1 I I O W I I N 2" 10" IEDG R LAT BOLr TO 22ST tLAT I t I I I I i I I I LLJ J (] 141 EW 8 STE BEAM I I I I I I I 1 I 1 f ALL WOOD POSTS - LVLBEkoI I I I I I I EW CO 3-1 3/4"x91 "MICLO TO BE 4" X 6" VITH PLY1 1OOD FILLERI I I I I I I I DOUGLAS FIR I I I I t l I PROVIDE SIMPSON I of i� RE & R VE EXIS LACE JOIST H NEW WP5.50/9.50 GALV 6 I METAL HANGER IJ p I EX15TINGF MINGTIDREMAIN 8 r C7 , I -- 12" x" CL JOISTS n 6" o I A6 O� i 2" x" R �� 1-'� o� vii 1 PROVIDE SIMPSON Z _ ___. - ._. - - I I i I I ► i I WP5.50/9.50 GALV i METAL HANGER EW CO 4-1 3/4'V 1�2" MICLO LVL B I I I I i I i I r i I I I f EXISTING STEEL BEAM TO REMAIN 7 6 A-0 EXISTING FRAMING TO REMAIN EXII INGFR INGT REMAI 3 A-7 NEW 2ND FLOOR FRAMING PLAN SCALE 1/4" = V-0" EXIST STUDDING TO REMAIN NEW FLOORING NEW I NEW FLOORING, BASE & MLDG PROVIDE GALV SEE PLANS FOR MATERIAL FRAMING SEE PLANS FOR MATERIAL METAL HANGERS AS REQ D - -__ EACH EXIST JOIST EXIST FLOORING —EXIST FLOORING TYP �- EXIST 2ND FLOOR I EXIST & NEW 2ND FLR EX JOISTS EXIST BEAM EX JOISTS EX CHIMNEY Pi ', , EX JOISTS 1 12" GWB ON 3" x 3" _ REMOVE EXIST BEAM AS REQUIRED TO 12" GWB CLG FURRING @ 16" oc INSTALL NEW FLUSH 3-1 3/4"x 912" MICROLAM - -- 3" x 3" FURRING @ 16" oc LVL BEAMS WITH PLYWOOD FILLER SECURELY BOLTED TOGETHER REMOVE EXISTING BEAM & CUT BACK EXIST JOISTS AS REQUIRED TO INSTALL NEW - - FLUSH 4-1 3/4" x 912" MICROLAM LVL BEAMS SECURELY BOLTED TOGETHER SECTION $ - SECTION L. 9 SCALE 12" = V-0" A-6 SCALE 12" = V-0" A-6 `f l (/) 0 uj Z O U) zz r4 t F_ cr_ 0 Q W � z co o 0 J a; O r Y Z °- co co U- PROGRESS PRINTS REVISIONS PP 07/01/03 PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 0721/03 AS NOTED SCALE DRAWN 2003,01 PROJECT NO DATE EXISTASPHALT SHINGLE ROOF & ROOF FRAMING EXIST ASPHALT SHINGLES EXIST PLATE REMOVE EXISTING CEILING SISTER NEW 2" x 10" RAFTERS TO EXIST FRAMING MEMBERS & INFILL -- - INFILL BETWEEN EXISTING WITH SAME BETWEEN EXIST RAFTERS STUDDING WITH MIN OF PROVIDE GALVANIZED METAL HANGERS 2"x4" STUDDING 16" oc e° EACH END OF RAFTERS. ' - EXIST FLOORING - CONT 2"x 10" LEDGER - EXIST JOIST. SECURELY FASTENED TO t'�, FRAMING -------------------------------------------------- 12" GWB ON 2" x 3" ->_ 1/2" GM ON 1" x 3" FURRING @ 16" oc r, FURRING @ 16" oc GLASS SUPPORT EXIST FRAMING ENCLOSURE AS REQUIRED REMOVE AT SHOWER EXISTING LEDGER & INSTALL NEW 2"x 4" STUDDING @ 16" oc EXIST FRAMING - - - - — 1 /2" GWB --- 1 /2" GWB BEDROOMour- EXIST WALLvT••r0 of7tG'S Rl1dNit 5s - - BEYOND a t # '.t''Q *nts of ft T-�-Si ;--� - - -- - NEW CORNER TRIM ' • FLOORING, TO REMAIN r ASTM E-014. BASE & MLDG SEE PLANS FOR MATERIAL 314" T & G PLYWOOD SUBFLOOR - i 01 C, �07 ()M, • ' Holy! C43 0-Ti�,!t, EM AM 0"" r91111 Ps CC) 2003 THESE PLANS ARE THE EXCLUSIVE PROPERTY OF anthony p. dbnatrio, aia, architects G planners AND THE USE OR REUSE OF THESE PLANS WITHOUT HIS PERMISSION IS PROHIBITED. O O //) zz Q O W L J O Q 0 z N O H 0 O C/) 0 11J Z 0 IL Y 0 z Lo O co F=co U w PROGRESS PRINTS REVISIONS PP 04/22/03 PP 0520/03 PP 06/14/03 PP 07/1/03 PP 07/10/03 ISSUED FOR PERMITTING & BIDDING PP 0721 /03 CALLED NORTH (� 1 AS NOTED SCALE DRAWN 2003_01 PROJECT NO DATE rA A-7 SHEET _ s k t t .DEPT. 4 LOCUS lPAP � QP DARTMOUTH SITE LOCUS NOT TO SCALE T :a i n z J i D z g r A yi FILE Oftre° BENCH MARK SPIKE SET IN 48" PINE ELEV.-30.37' (NGVD 1929) v 0 Q4 ZONING DISTRICT: SINGLE RESIDENCE B (SR-B) MINIMUM LOT AREA = 80,000 SF MINIMUM LOT FRONTAGE = 200' MINIMUM FRONT YARD SETBACK = 60' MINIMUM SIDE YARD SETBACK = 20' MINIMUM REAR YARD SETBACK = 20' PARKING REQUIREMENTS: 2 PER DWELLING ' + ASSESSORS MAP 28 / LOT 67 N /F JOHN & SANDRA COUTO 67't N 94 t PROPOSED BUILDING ADDITION EXISTING GARAGE \ '04 LIS EXISTING DWELLI G W (T.O.F.=34.2') / \ 0 _ . . -- / \ f \ / \ I(! =_ / CD o / 00• 1 i ? / / s GREEN HOUSE ti / BENCH MARK 60 FRONT YARD SPIKE SET IN 16" OAK TREE / SETBACK''. ELEV.=32.78' (NGVD 1929) P � WF-3 / LIMIT OF / • _ _ _ .,._ BORDERING f�f' ._ WETLANDS / t ��t�'w 2a WF- 4 / 0. n ' .` - _ 1_ `'' _ .• '... ...tee ,.... .,......- _.. `.! ,r. ~ ". 4 r . ZONE A _ `" - v SwF-6 " WF-7 J i J 29't a Q I Y e— U 0 LEGEND z F' Q �w/) y LANDSCAPED AREA Z 0 SPOT ELEVATION f' N 0 ` = STONE RETAINING WALL o a WATER GATE .• U 0 M O o WETLAND FLAG wF N iY_Y1 TREE LINE 0 0° V > z Z ®- UNDERGROUND WATER W w _ U w ir r� a• 0 0 N L N cn U o N D Q II z NOTES.• ' 1, THE LOCUS AREA IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 28 AS LOT 68 AND IS LOCATED IN THE SINGLE RESIDENCE B (SR-B) ZONING DISTRICT. 2. WETLAND RESOURCE AREAS SHOWN HEREON WERE DELINEATED AND APPROVED BY THE TOWN OF 20 0 10 20 40 SCALE: 1 INCH = 20 FEET DARTMOUTH CONSERVATION COMMISSION THROUGH A-1 SITE INSPECTION FORM DATED MARCH 10, 2003. 3. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929 USING ELEVATION REFERENCE MARK RM 25 (EL. 41.19) AS SHOWN ON THE TOWN OF DARTMOUTH FIRM, COMMUNITY -PANEL NUMBER 250051 0021 D. 4. THE SITE IS PARTIALLY LOCATED WITHIN 100-YEAR FLOOD ZONE A (BASE FLOOD ELEVATIONS AND FLOOD HAZARD FACTORS NOT DETERMINED) AS SHOWN ON THE TOWN OF DARTMOUTH FIRM, COMMUNITY -PANEL NUMBER 250051 0021 D. 5. EXISTING UTILITY LINES SHOWN ON THIS DRAWING ARE FROM AVAILABLE INFORMATION AND ARE APPROXIMATE LOCATIONS. THERE MAY BE EXISTING LINES OTHER THAN THOSE INDICATED. CULLINAN ENGINEERING CO., INC. ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER PUBLIC UTILITY ENGINEERING DEPARTMENT SHOULD BE CONSULTED. H Q low IW) z Q W oW ~ O� UN I— LiJ 0 I_ O r^' II� Liz Q W ry >- W w O Q � 0 VO OM C) Q 0 D m t = to (. 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