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BP-35351RESIDENTIAL ❑ FOUNDATION ONLY $25.00 APPLICATION FEE IS NON-REFUNDABLE & NON -TRANSFERABLE 1. Date plan reviewed: 2. 30 days to review period expires: 3. OK to issue date: 4. OK to issue subject to requested submittals (see 5. DENIED (see project review worksheet): 6. HOLD reason: 7. HOLD subject to Zoning Board of Appeals act 8. Comments: 9. Inspector's Signature: worksheet): Date: Applicant informed lof above Date: WAId v . Time: Clerk: G Comments: SECTION 10 OFFICE$PE+OR'S NOTES . Total Permit Fee: $ /�' L9 ® Less Application Fee: $ 25.00 Remaining Balance: $ TOTAL FEE: �, Gross Area - New Construction total sq. ft. Gross ea - l eration totaa�q. ft. B 2004 q/a6/o y it ss �2 � � %/✓//�'� c^.�P a RESIDENTIAL ❑ FO UNDATION OA1L'Y : $25.00 APPLICATION FEE IS NON-REFUNDABLE do N0IVt±�_F9ANSFEItABLE /pUT H S " �'s•. DARTMOUTH BUILDING DEPARTMFJ'Q' ATE RECEIVED 400 Slocum Road, P.O. Box 79399 Dartmouth, MA 02747 '•.. Nh 64 508-910-1820 FAX 508-910-1838 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Zoning Review: Energy Report: Fire Chief: % Board" 1of Health: �- Conservation Commission: Other: Description of work being NUMBER OF PLANS SUBMITTED: —lq— SITE PLAN SUBMITTED: ❑ yes ❑ no 2004 Z 9 P6& O0 f f I L L _0/?1b 1.2 Assessors Plat & Lot Number: � j 1.1 Property Address: /� l � Plate Lot- /J Nearest Cross Street: anc4, O Subdivision Name: 1.3 Historical District ❑ yes ❑ no Total Land Area Sq. Ft.: f L _5_7 t / � e's. Happlication been submitted to the Historic Commission? � ❑ yes ❑ no Date: 1.4 Water Supply (MGL c 40 § 54): 1.5 Sewage Disposal System: C:\bldg.forms\Bldgapp.res.wpd Page 4 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd ❑ Municipal ❑ Private Well Page 1 ❑ Municipal WOn Site Disposal System Rev. January 1, 2003 RESIDENTIAL r 0 2004 RESIDENTIAL 2004 w Op Sl�i�t'�1�' 2 RSHIP f AU` ff0PI� OW 2.1 Owner of Record: r 1-4606 P6_Glt°/L 11 1-02Y 1)Ew %L /S /NGt71_N 5% 010C�rEs�Ert. MA. �2q-©�G Name (print) ,jt eRv4 Al ei-soA) Contact Address Phone Number 2.2 Authorized Agent: SD 5 aeJ4 L ©P F—S 1510 P00CL 4.S AV, IV0171f PRO✓. YW/ U_ Z Contact Address Phone Number Name (print) ��� �q�F SEC1t71V 1rSTRU+CTi©l SERVICES 3.1 Licensed Construction Supervisor: Not Applicable W Licensed Construction Supervisor License Number Address Expiration Date Signature Telephone 3.2 Registered Home Improvement Contractor: Not Applicable ❑ Are you a Home Improvement Contractor subject to (780 CMR-6)? ❑ yes ❑ no If no, go to the next section! Are you claiming exemption from the requirement? ❑ yes ❑ no If yes, submit the required affidavit! Company Name Registration Number (if none, state ❑ none❑) Address Signature Telephone Expiration Date 3.3 For Residential Remodel Work Only PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND: QUESTIONS OR COMPLAINTS call or write: Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, (617) 727-8598 Owners Name (print) Signature by signing the above, the home owner acknowledges that there will be no eligibilty to the Guaranty Fund Date -3.4 Homeowner Exemption - One & Two Family Only FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT 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 buildings or structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled Rules and Regulations for Licensing Construction Supervisors. 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. 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 or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a Homeowner. If you are applying under this section sign below: Signature: Your signature carries certain responsibilities, including but not necessarily limited to, general liability NOTICE TO LICENSED CONTRACTORS: The Building Code provides in the Rules and Regulations section that any licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see Appendix of 780 CMR R5.2.15) 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: Vy'es ❑ no Vew construction* ❑ addition ❑ alteration ❑ repairs ❑ chimney/ ❑ woodstove (energy report required) (energy report required) fireplace ❑ deck ❑ pool ❑ accessory bldg. ❑ replacement window/door ❑ other ❑ demolition (shed/garage) no. of windows, doors_ (specify below): (specify below): * If new construction, please complete the following: Single Family: no. of bedrooms V no. of baths Two Family: no. of bedrooms unit 1 no. of baths unit 1 no. of bedrooms unit 2 no. of baths unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): V U 6_;.!_ 0 t L ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): PK'Air conditioning - (separate unit) ❑ None of the above to be provided R/Hot Water: Gas Electric Fuel Oil Other Brief Description of Proposed Work: Item I Estimated Cost ($) to be completed by permit applicant 1 Rnildino 5. Total = (1 + 2 + 3 + 4) I * Estimated Total $ �� 3 $ y (please print) ID4—/s•,rc /s oN I, L�3 De-" 4� -Z� 7iCw as Owner of the subject property hereby authorize .TosEP o ixe cs tomy behalf, in all matters relative to work auth d by this building permit application. Y�o6 zaoq Signature of Owner Date as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Signature of Owner/Authorized C:\bldg.forms\Bldgapp.res.wpd Page 2 Rev. January 1, 2003 C:\bldg.forms\Bldgapp.res.wpd Page 3 Rev. January 1, 2003 0 L= 1 52.64-J R=155.01' A=56*25'04" kAOF Z'� STEVEN D. GIOIOSA CIVIL No. 32165 ' �a ���ISTEQ`�O P., 0 Ll /ozo/o 0 $28 .17 EXISTING FOUNDATION T.O.F.=105.42 MAP 24 LOT 59-15 FORM A "PARDON HIW PLAN 146 PAGE 112 REVISED TO 01/04/01 454,768 SF 10.44 ACRES UPLAND 177,993 SF 4.09 ACRES 893g6A» E FI,f COPY TOWN OF . I - OUR RECORD *� � 11 COPY 0111 Tills C-0cmd Plan U"!'!St pt on site 'e' FOUNDATION AS -BUILT PLAN OWNER: STEVEN DEWAR LOT 15, PARDON HILL ROAD MAP 24, LOT 59-15 DARTMOUTH, MA ENGINEERING FIRM: 12 Wdby Rood Inc. (508) Now 998-2125 Bedfor(L 02745 SITEC CM and En*omwtci Engin, ow" FAX (508) 99a-7554 Land We Pimnhg DATE: OCTOBER 29, 2004 CONTACT PERSON: MAN LEVESQUE 36-LOT15-FAS.DWG IFILE NO. tOF�y /STEV����ti� L=152.64 S�O�L'AL ENG� R=155.01' Z y &=56*25'04" 0 C:)Co Z z 0 4A'0 8 N $28.12 EXISTING ws FOUNDATION T.O.F.=105.42 aq' , --- 0 w MAP 24 LOT 59-15 _ s��•6S'r , FORM A "PARDON HILL" ,.; © PLAN 146 PAGE 112 C' .. �(9, REVISED TO 01/04/01 454,768 SF `- 10.44 ACRES n� UPLAND 177,993 SF ' 4.09 ACRES FOUNDATION AS -BUILT PLAN OWNER: STEVEN DEWAR LOT 15, PARDON HILL ROAD MAP 24, LOT 59-15 DARTMOUTH, MA ENGINEERING FIRM: SITEC, Inc. « 25 0274 CM and Em*v m td Eig4owiiq FAX (508) "8-75M Land Un Plmmhg 0, 100, 200' 300' DATE: OCTOBER 29, 2004 CONTACT PERSON: BRIAN LEVESQUE ACAD NO. FILE NO. DAR04-3136-LOT15-FAB.DWG U C C t0 t LL N wit Q TECTO S _ CEILR G 24 Pardoun Roda%d FILE COP1!i TOWN OF Qi. TIP:? "UTJJ E A Copy Of TI:ts Eak d Plan rilust se. Ke t on Site DurC astr ct' E*,. YOUR D3 P&MIG MIST Imo' K T AT THE BUILDING DURING VIE PROGRESS OF THIS WORK. rMILDING DEPARTMENT L ., ef Derrt;ro^., DARTMOuM FIRE DISTRICT 1, 6ON0-TU5Z ,*A_7E Al.! IBRIDGE O Da��t.IT'ST• IM'7PECTION IS REQUIRED BE�pF H, MA Q?74I� 508 - 996-1596 THE CONCRETE IS POURED. t"JILDING DEPARTMENT 7trrn of Ditmouth ARCHITECT MARGOLIS + FISHMAN, INC ARCHITECTS & PLANNERS 955 MASSACHUSETTS AVE. CAMBRIDGE, MA 02139 n As Btwt sub=='ittrd ti;ilStz� Dept. Prior to c'uiIM, f n �. foundation i �.or „ �pccti any fUrther con tru ct0 FIRE STOPPING REQUIREMENT Penetrations thru rated vaults and floors sw be Staled with a Ma ,_)rial capaue of Preventing Min PaGM93 of fiSm,0S and hot gasses when subjected to the requirements of tile Test Standerd €mac kx FI a Stope ASTIVI-E-614. . -.; PARDON HILL RD. RESIDENCE i3. .�. N Pardon Hill Road Dartmouth, MA 0 LOCUS MAP NOT TO SCALE NEW OR REVISED ISSUE O NON -REVISED ISSUE "'"" �'.' ' LIST OF DRAWINGS H p CO o o 0 ccei r W W o H W 6 W ARCHITECTURAL A-0.1 COVER SHEET, LIST OF DWG'S A-0.2 ABBREVIATIONS, NOTES AND SCHEDULES 0 A-1.0 BASEMENT/ FOUNDATION PLAN AND SPEC. A-1.1 FIRST FLOOR PLAN A-1.2 SECOND FLOOR PLAN A-1.3 ROOF PLAN A-2.0 EXTERIOR ELEVATIONS A-2.1 EXTERIOR ELEVATIONS Iola A-3.0 BUILDING SECTIONS Iola A-3.1 BUILDING SECTIONS A-4.0 DETAILS A-5.0 FIRST FLOOR FRAMING PLAN AND SPEC A-6.0 SECOND FLOOR FRAMING PLAN 0.0 A-7.0 ROOF FRAMING PLAN STRUCTURAL NOT USED HVAC NOT USED ELECTRICAL E-1.0 BASEMENT ELECTRICAL LIGHTING PLAN AND SPEC. E-1.1 FIRST FLOOR ELECTRICAL LIGHTING PLAN E-1.2 SECOND FLOOR ELECTRICAL LIGHTING PLAN PLUMBING NOT USED FIRE PROTECTION NOT USED ti c c ca E t i_ 0 ca a M v? M O 0 N _a W J W 2 0 U) U) W O Z N 3 Q O 0 rn ch O 0 M O O DOOR SCHEDULE NO. ROOM NAME MFG. MFG. NO. DOOR SIZE ROUGH OPNG. MATERIAL REMARKS 011 ENTRY 3'-0"x6'-8" S.C. WOOD SINGLE PANEL ENTRY DR. W/ 18" SIDELIGHTS (PROVIDE SCREEN EXT DR.) 012 PATIO 6'-0"x8'-0" VINYL CLAD WOOD FRENCH PATIO W/ SINGLE OPEREABLE LEAF AND 12" TRANSOM 013 PATIO 12'-0"x8'-0" VINYL CLAD WOOD 4 PANEL FRENCH PATIO W/ SINGLE OPEREABLE LEAF AND 12" TRANSOM 014 PATIO 6'-0"x6'-8" VINYL CLAD WOOD FRENCH PATIO W/ SINGLE OPEREABLE LEAF 015 PATIO 6'-0"x6'-8" VINYL CLAD WOOD FRENCH PATIO W/ 2 OPEREABLE LEAVES 016 GARAGE 31-011x6-8" METAL METAL GARAGE ENTRY DOOR W/ 6 PANEL DESIGN TO MATCH INTERIOR DOORS 017 GARAGE 2'-6"x6'-8" METAL METAL GARAGE ENTRY DOOR W/ 6 PANEL DESIGN TO MATCH INTERIOR DOORS 018 GARAGE 91-0114'-8" METAL OVERHD. GARAGE DOOR W/ AUTOMATIC OPENER 019 GARAGE 3'-0"x6'-8" METAL METAL GARAGE ENTRY DOOR W/ 6 PANEL DESIGN TO MATCH INTERIOR DOORS 021 BEDROOM/ LAUNDRY 2'-8"x6'-8" S.C. MDF SMOOTH FINISH 6 PANEL SOLID CORE MDF 022 BATHROOM 2'-6"x6'-8" S.C. MDF SMOOTH FINISH 6 PANEL SOLID CORE MDF 023 CLOSET 2'-4"x6'-8" S.C. MDF SMOOTH FINISH 6 PANEL SOLID CORE MDF 024 STUDY/ SUN ROOM 6'-0"x6'-8" WOOD DBL. FRENCH 025 CLOSET 5'-0"x6'-8" S.C. MDF SMOOTH FINISH DBL. 6 PANEL SOLID CORE MDF 026 CLOSET 4'-0"x6'-8" S.C. MDF SMOOTH FINISH DBL. 6 PANEL SOLID CORE MDF 031 CLOSET 4'-6"x6'-8" S.C. MDF SMOOTH FINISH BI-FOLD 6 PANEL SOLID CORE MDF 032 CLOSET 5'-0"x6'-8" S.C. MDF SMOOTH FINISH BI-FOLD 6 PANEL SOLID CORE MDF WINDOW SCHEDULE - ANDERSEN TILT -WASH NO. MFG. MFG. NO. QNTY. ROUGH OPNG. REMARKS A 12 3'-0"x5'-0" VINYL CLAD WOOD DBL HUNG B 2 T-0"x6'-0" VINYL CLAD WOOD DBL HUNG C 1 3'-0"xl'-6" VINYL CLAD WOOD FIXED ARCH TOP TRANSOM D 12 2'-4"x4'-6" VINYL CLAD WOOD CASEMENT E 3 2'-0"x6'-0" VINYL CLAD WOOD DBL HUNG F 6 2'-0'x2'-0" VINYL CLAD WOOD CASEMENT G 4 l'-9"x6'-0" VINYL CLAD WOOD DBL HUNG H 3 2'-6"x3'-0" VINYL CLAD WOOD CASEMENT J 2 4'-0"x5'-6" VINYL CLAD WOOD CASMENT (TWO OPEREABLE LEAVES) K 1 3'-6"x6'-0" VINYL CLAD WOOD DBL HUNG M 2 3'-0'x2'-6" VINYL CLAD WOOD ARCH TOP TRANSOM N 1 2'-6"x2'-0" VINYL CLAD WOOD BASEMENT HOPPER P 2 9'-0"x1'-9" VINYL CLAD WOOD GARAGE DOOR TRANSOM WINDOW NOTES: 1. WINDOW CATALOG AND REFERENCES SCHEDULED UNDER REMARKS AND UNIT DIMENSIONS SCHEDULES REFER TO WOOD WINDOWS, SELECTED BY ARCHITECT, FOR NEW & REPLACEMENT WINDOWS AND ARE USED TO ESTABLISH REFERENCE STANDARD FOR GLASS SIZE, SASH OPERATION AND DETAIL. CONTRACTOR SHALL COORDINATE ROUGH OPENING DIMENSION. 2. FURNISH AND INSTALL SCREENS WITH OPERABLE SASH AND PATIO TYPE DOORS. 3. BEDROOM WINDOW UNITS SHALL COMPLY WITH MASS. STATE CODE EMERGENCY EGRESS DIMENSIONAL REQUIREMENTS 4. DETAILS REFERENCED IN DRAWINGS ADDRESS TYPICAL INSTALLATION CONDITIONS. REFER TO ELEVATIONS AND SECTIONS FOR SPECIFIC TRIM CONDITIONS. 5. REFER TO ELEVATIONS FOR MUNTIN ARRANGEMENT. 6. SUPPLIER SHALL CONFIRM THAT ANY WINDOW REQUIRED FOR EGRESS (I.E. 2ND FLOOR & THIRD) SHALL HAVE A MIN. 20"X24" CLEAR OPENING RE: MA STATE CODE. 7. ANY WINDOW HAVING GLAZING 18" OR LESS A.F.F, SHALL BE OF TEMPERED GLASS ELECTRICAL NOTES: - ALL RECEPTACLES, VOICE, DATA AND PHONE OUTLETS ARE TO BE MOUNTED AT A HEIGHT OF 18" A.F.F. UNLESS NOTED OTHERWISE. - ALL SWITCHES ARE TO BE MOUNTED AT 42" A.F.F. UNLESS NOTED OTHERWISE - ALL RECEPTACLE, SWITCHES AND COVERS ARE TO BE WHITEIWHITE (OR TO MATCH EXISTING). -THE ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL OUTLETS W/ELECTRICAL DRAWINGS. - SOTO BE HARD WIRED ELECTRICAL, HVAC, PLUMBING AND DEMOLITION NOTES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING: 1. ALL WORK SHALL CONFORM TO THE STATE OF MASSACHUSETTS BUILDING CODES AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 2. THE DRAWINGS DEPICT ONLY GENERALLY THE EXISTING CONDITIONS. CONTRACTOR SHALL MAKE FIELD OBSERVATIONS AND CONFIRM WALL LOCATIONS, DUCTWORK, AND OTHER UTILITIES ABOVE EXISTING CEILING - WHERE APPLICABLE. 3. ALL CONFLICTS AND ITEMS FOR CLARIFICATION SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO WORK IN THE AREA. 4. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING PROPERTY OWNER'S RULES. 5. CONTRACTOR SHALL MAINTAIN IN OPERATION ALL EXISTING UTILITIES DURING CONSTRUCTION. 6. ALL ITEMS TO BE REMOVED SHALL BE DISPOSED OF LEGALLY OFF SITE. 7. CAPPING OF ALL SERVICES SHALL BE PERFORMED TO LEAVE EXISTING SERVICES TO OTHER AREAS INTACT AND FUNCTIONAL - WHERE APPLICABLE. 8. ALL DEMOLITION WORK WILL BE SCHEDULED WITH THE PROPERTY OWNER AND PERFORMED ONLY FOLLOWING APPROVAL. 9. CONTRACTOR SHALL INFORM THE BUILDING OWNER AND RECEIVE SCHEDULE APPROVAL FOR ANY REQUIRED UTILITY SHUTDOWNS. 10. FOR ANY PARTITION INDICATED TO BE REMOVED ON THE DEMOLITION DRAWINGS, INCLUDE REMOVAL OF ANY PLUMBING FIXTURES AND CAPPING OF ALL PIPING AT THE MAIN. 11. REMOVE ELECTRICAL PANELS AND FEEDERS AS REQUIRED. 12. ANY WIRING FROM PANELS SHOWN TO BE REMOVED WHICH SERVES AREA(S) STILL IN USE, SHALL BE ROUTED TO ALTERNATE PANELS. ELECTRICAL AND LIGHTING SYMBOLS O INCANDESCENT RECESSED DOWNLIGHT a DECORATIVE INCANDESCENT EXT. LIGHT PANASONIC FV07VQ2 (FAN/LIGHT) ® PANASONIC FV07VQ2 (FAN) RECESSED INCANDESCENT WALL WASHER S SWITCH S 3 THREE WAY SWITCH S R DIMMER SWITCH DUPLEX OUTLET DOUBLE DUPLEX OUTLET DOUBLE DUPLEX OUTLET 1/2 SWITCHED G.F.I• GROUND FAULT INTERRUPT OUTLET VOICE/DATA LINE CABLE LINE O SMOKE DETECTOR (HARD WIRED) ❑J JUNCTION BOX _-] DOOR BELL _D BELL ==---= OVER VANITY INCANDESCENT FIXTURE lx4 2-TUBE SURFACE MOUNTED T-8 FLUORESCENT FIXTURE EXTERIOR FLOOD LIGHT WITH MOTION DETECTOR EXTERIOR DUPLEX OUTLET - GFI RECESSED INCANDESCENT LIGHT C) WATERPROOF SHOWER LIGHT 0 RECESSED TRACK LIGHTING () DECORATIVE INCANDESCENT HANGING INTERIOR LIGHT �---(� ( j U l GARAGE DOOR OPENER w/ LIGHT GENERAL NOTES: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING: 1. CHECK AND VERIFY DIMENSIONS, AS WELL AS EXISTING CONDITIONS AT THE SITE, LAYOUT ALL WORK PRIOR TO CONSTRUCTION. INFORM THE ARCHITECT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL GIVE THE ARCHITECT TIMELY NOTICE OF ANY ADDITIONAL DRAWINGS, SPECIFICATIONS, OR INSTRUCTIONS REQUIRED TO DEFINE THE WORK IN GREATER DETAIL, OR TO PERMIT THE PROPER PROGRESS OF THE WORK. THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY WORK NOT CLEARLY AND CONSISTENTLY DEFINED IN DETAIL IN THE CONTRACT DOCUMENTS. 3. FAILURE OF THE GENERAL CONTRACTOR TO FULLY INFORM HIMSELF AS TO THE CONTRACT DOCUMENTS, APPLICABLE LAWS, RULES, REGULATIONS, CODES, AND SITE CONDITIONS WHICH WILL AFFECT THE WORK UNDER THIS CONTRACT SHALL IN NO WAY RELIEVE THE GENERAL CONTRACTOR FROM ANY OBLIGATION WITH RESPECT TO HIS BID. 4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR TO CHECK RULES AND REGULATIONS GOVERNING THE WORK ON THE PREMISES. 5. COMPLY WITH FEDERAL, STATE AND MUNICIPAL ORDINANCES INCLUDING, BUT NOT LIMITED TO THE CITY OF AND THE STATE OF MASSACHUSETTS BUILDING CODE (CURRENT EDITION). THE REGULATIONS OF AUTHORITIES HAVING JURISDICTION OVER CONSTRUCTION OF THE PROJECT SHALL APPLY TO THE CONTRACT THROUGHOUT AND ARE TO BE DEEMED INCLUDED IN THE CONTRACT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING DOCUMENTS WITH THE REQUIRED REGULATORY AGENCIES, PAYING RELATED FEES, AND OBTAINING REQUIRED APPROVALS AND PERMITS. 7. THE OWNER, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER CHANGES WITHIN THE GENERAL SCOPE OF THE CONTRACT CONSISTING OF ADDITIONS, DELETIONS OR OTHER REVISIONS. THE CONTRACT SUM AND THE CONTRACT TIME SHALL BE ADJUSTED ACCORDINGLY. CHANGES IN WORK SHALL BE AUTHORIZED BY A CHANGE ORDER, AND SHALL BE PERFORMED UNDER APPLICABLE CONDITIONS OF THE CONTRACT DOCUMENTS. 8. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CUTTING, PATCHING, TRENCHING, FILLING, ETC., WITH THE WORK OF ALL TRADES. 9. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE NEW WORK IS STARTED. 10. ALL ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS SHALL BE COORDINATED WITH ALL ARCHITECTURAL DRAWINGS BY THE GENERAL CONTRACTOR. NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN WORK. 11. CONTRACTOR TO HAVE TELEPHONE AND FAX ON SITE AT ALL TIMES. 12. CONTRACTOR TO BE LICENSED BY THE COMMONWEALTH OF MASSACHUSETTS 13. THE GENERAL CONTRACTOR TO NOTIFY ANY STATE AND LOCAL UTILITIES PRIOR TO BEGINNING ANY WORK. 8 KEY: � I I I / EXISTING DOORS TO BE REMOVED NEW DOORS TO MATCH EXST'G UNLESS OTHERWISE NOTED EXISTING WALLS TO BE REMOVED NEW DEMISING WALLS EXISTING NON MASONRY WALLS NEW TO REMAIN WALLS (TYP.) EXISTING MASONRY WALLS TO h REMAIN NEW WINDOWS TO BE INSTALLED _I EXISTING WINDOWS TO BE O REMOVED NEW FOUNDATION WALL EXISTING DOORS TO REMAIN p. EXISTING FOUNDATION WALL DEMOLITION NOTES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING: 1. ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVING JURISDICTION. 2. OBTAIN AND PAY FOR ALL PERMITS REQUIRED TO PERFORM THE DEMOLITION WORK AS REQUIRED BY ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION. 3. REMOVE AND SALVAGE DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL, BURN OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP ALL PAVEMENTS AND AREAS ADJACENT TO AND LEADING FROM THE SITE, CLEAN, AND FREE OF MUD, DIRT, AND DEBRIS, AT ALL TIMES. ALL MATERIALS SHALL BE DISPOSED OF IN A LEGAL MANNER. SORT DEBRIS FOR RECI'CLING TO THE EXTENT POSSIBLE. 4. CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL CITY OF REQUIREMENTS FOR THE PROTECTION OF PERSONS, PROPERTIES, TRAFFIC CONTROL, BARRICADES, ETC. 5. CEASE OPERATION IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY. 6. IN COMPANY OF THE ENGINEER AND OWNER, VISIT THE SITE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TO STARTING THE WORK. CAREFULLY IDENTIFY THE LIMITS OF SELECTIVE DEMOLITION. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE THE WORKMEN TO ALSO IDENTIFY THE ITEMS TO BE REMOVED AND STORED, AS WELL AS THE ITEMS TO BE LEFT INTACT. 7. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC, NEIGHBORING STRUCTURES, OR ANY OTHER WORK BEING PERFORMED. 8. EXECUTE DEMOLITION WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY DEBRIS. 9. SHORE AND BRACE EXISTING CONDITIONS AS REQUIRED FOR REMOVAL OF EXISTING CONSTRUCTION OR INSTALLATION OF NEW WORK. 10. COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, REUSE, SHUTOFF, STUB -OFF, CAPPING -OFF, OR UPGRADING OF ALL EXISTING PLUMBING, AND ELECTRICAL SYSTEMS. 11. REMOVE AND DISPOSE OF CARPET, FLOOR TILE, MASTIC, ADHESIVE AND ALL OTHER FLOORING MATERIALS, IF ANY, RELATED TO OR PART OF THE FINISHED FLOOR. 12. THE CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL ASBESTOS CONTAINING MATERIALS AND IN DOING SO SHALL COMPLY WITH ALL APPLICABLE OSHA REGULATIONS AND ALL OTHER FEDERAL, STATE AND LOCAL GUIDELINES REGARDING ASBESTOS CONTAINING MATERIAL REMOVAL AND DISPOSAL. 13. CONTRACTOR TO SAVE ALL EXISTING INTERIOR DOORS FOR POSSIBLE RE -USE. 14. CONTRACTOR TO SAVE ALL EXISTING WINDOWS FOR POSSIBLE RE -USE. MINIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN WALLS (SPAN IN FEET) TABLE 3606.2.6 HEADERS IN BEARING WALLS HEADERS IN WALLS NOT SUPPORTING FLOORS OR ROOFS SIZE OF HEADER SUPPORTING ROOF ONLY ONE STORY ABOVE TWO STORIES ABOVE 2x4 4 2x6 6 4 2x8 8 6 - 10 2 x 10 10 8 6 12 2 x 12 12 10 8 16 "FOR SI: I INCH = 25.4 MM, I FOOT 304.8 MM" 1. NOMINAL FOUR -INCH THICK SINGLE HEADERS MAY BE SUBSTITUTED FOR DOUBLE MEMBERS. 2. SPANS ARE BASED ON NO.2 GRADE LUMBER @ TEN -FOOT TRIBUTARY FLOOR AND ROOF LOADS. STRUCTURAL NOTES ALL WORK SHALL COMPLY WITH THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION. FOUNDATION NOTES: 1. ALL FOUNDATION FOOTINGS SHALL BE CARRIED DOWN TO A MINIMUM OF 4'-0" BELOW FINISH GRADE, OR DEEPER, IF NECESSARY, TO OBTAIN A SAFE SOIL BEARING PRESSURE OF 2 TONS PER SQUARE FOOT, FOUNDATION DESIGN SHOWN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. 2. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL; OR, ON ENGINEERED BANK RUN GRAVEL FILL MATERIAL WITH A MINIMUM DRY DENSITY OF 95%. 3. ALL FOOTING SHALL BE POURED IN THE DRY ONLY. 4. NO FOOTING SHALL BE POURED ON FROZEN GROUND. 5. THE MINIMUM REINFORCING FOR ALL FOUNDATION WALLS SHALL BE 246 BARS AT THE TOP AND BOTTOM CONTINUOUS; OR, AS SHOWN ON DRAWINGS. 6. LAP ALL BARS 40 DIAMETERS AND PROVIDE CORNER BARS. 7. ALL REINFORCEMENT: ASTM A615-60. WWF A185. CONCRETE NOTES: 1. ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 2. MAXIMUM SLUMP SHALL NOT EXCEED 3'; AND MAXIMUM COARSE AGGREGATE SIZE SHALL NOT EXCEED 3/4" IN DIAMETER. 3. ALL CONCRETE SLABS SHALL BE POURED IN 900 SQUARE FOOT PANELS MAXIMUM; OR, PROVIDE CONTROL JOINTS BY SAWCUTTING THE SLAB WHILE THE CONCRETE IS STILL GREEN. WOOD NOTES: 1. ALL LUMBER SHALL HAVE A MOISTURE CONTENT OF NOT MORE THAN 19%. 2. ALL FRAMING LUMBER SHALL BE SPF, OR BETTER, HAVING A MINIMUM: FB=1,000 PSI. FV=70 PSI, E= 1,300,000 PSI. 3. ALL L.V.L. LUMBER DENOTED ON PLANS SHALL HAVE A MINIMUM: FB=2,800 PSI, FV=285 PSI, E=2,000,000 PSI. 4. ALL JOIST SPANS SHALL HAVE ONE ROW OF 1"X 3" CROSS BRIDGING AT MIDSPAN AND NOT MORE THAN 8'-O" O.C. 5. PROVIDE SOLID BRIDGING OR BLOCKING AT PARTITIONS. 6. PROVIDE ALL NECESSARY METAL TIMBER CONNECTORS WITH ADEQUATE STRENGTH. STEEL NOTES: 1. ALL COLUMNS: A36, STEEL PIPE, A46 STEEL TUBE. 2. BOLLS: A325, ANCHOR BOLTS: A307. Abreviations AFF ACT BD BLDG CMU CR CAB CEM CER CLG COL CONC CONT DBL DET DIA DIM DN DWG EA EL ELEC ENAM EQ EQUIP EXST'G EXT FD FDN FIN FLR FRM FT FTG GA GEN GL GYP GYP. BD. HM HD HDWD INSUL INT JB JT LAM LAV MO MACH MAX MTL MIN MT'D NEC'Y NOM OC OPG PL PLAS PLWD PORC RD RO REC REINF REQ'D RM SS SECT SHT SIM SPEC SQ STD STL STRUCT SUSP TOC TOF TEL TYP W/ WF WP WD Above Finish Floor Acoustical Tile Margolis + Fishman Board Building Margolis+Fishman, Inc. Concrete Masonry Unit Architects and Planners 955 Massachusetts Avenue Cold Rolled Cambridge, Massachusetts Cabinet 02139Tel: 617-492-0200 Cement Fax: 617-547-2501 Ceramic Ceiling Column Concrete Continuous Double Detail Diameter Dimension Down Drawing Each Elevation Electric Enamel Equal Equipment Existing Exterior FIRE gTOPPING REQUI]REkWENT Floor Drain Foundation Penetrations thru retod wails and floors shJ- be scaled with a material capable of preventing the Finish pwsage of flames and hot gasses where subjected Floor to the requirements of the Test stard epsoUIc Frame for Re Stogy AM-E-614. Foot Footing TOWN Of ]DARTMOUTHN I C Gauge RECORD General A Copy W TWs1r14r� An As BiAt Sur Vey n''mst be Glass Plan Glut up i` let 011 Site subs:itted to the Building Gypsum D0�'ifb o uoicy Dept. prior to calling, for JY Gypsum Boar - a foundation inspection or Hollow Metal any further construction. Head rFONO-TUSE SIM A.40 DEPTH Hardwoad-,rECTION IS REQUIRED BEFOFIE Insulation, THE CONCRETE IS POURED. Drawing: Interior 1."JILDINGDEPARTMENT GENERAL NOTES #rx Cf D!'<Ttl'i1Q4lSil Junction Box SCHEDULES Joint Laminate YOUR DAAWWO VWT p'= AT THE BUR -DING DURIN13 Lavoratory I'd'=kESS OF THIS WORK. Masonry OpenniRVLDIN(3 L?EPARrTI'ArM Machine Maximum Metal Minimun �• • e Date: 12.23.03 Scale: Mounted FILE COF ' Necessary Drawn by: JL Checked By: JMG Nominal File Name: 2003-190 plans current.dwg On Center Openning Plate Job Number: 2003-190 Plaster Plywood Porcelain Revisions: Roof Drain No. Date: By: Rough Openning Recessed Reinforced Required Room Stainless Steel Section Sheet Similar Specification Square Stud Steel Structure Suspended PERMIT SET 12.23.03 Top of Concrete © 2003 MARGOLIS + FISHMAN, INC Top of Foundation Telephone Typical With Wide Flange Water Proof A�002 Wood .,.w..:...,...,,-,.,«ems a,,...,�,ew,..�..«+.*a�.'..•,>w,: ,w..�.ry... ,�....., _ _ _. .. ,,. ti c c ca .ECn li m c`u N Lri CM Lq ai M O O N N N C a� E a) W ma CU Q 3 c U c a 0 rn CM 0 0 N ram-+ c t U 0 U U c a� a 3 m 0 0 rn A O O M 'O O 1 1 1 1 93'-0" 1 I P.I.P. CONC. w/ STONE 1 ` ' ' 1 1 1 11 1 1 1 1 VENEER RETAINING WALL AT 1 1 1 r------� l ice, l 3 ------ I I 1 2 I.1 1 3 4 BASEMENT WALK -OUT (ALT: 8" i 5 A-2.1 A-3.1 RAILROAD TIES AND TIE i i❑O i i A-3.0 I ❑2 i i O 1 A-3.0 i i❑O l BACKS) I I 3„ I I 3„ I I , 3 A-3.1 I I I 9-6�4 I I 9-11 �4 I i 9-6�4 BRICK PAVERS. SLOPE AWAY ' I „ I 1 4-63�4 9-10�4 10'-1�4° 4'-63�4' 1 10" 1i-11" 11'-7y2" FROM DOORWAY. PROVIDE I I - - DRAINS AS REQUIRED. -� i-� I-r--L-------6°� ----- ----- ------------'6" -----------------------•6 - - -------1- \ I - \I ❑ 1 , ------- -- --- Q�4 --- ------ - -° , 1 " I ------ - ------------------ - I 9. SIM. THIS LOC TION I 1 \ 1 I ' B 12'-0„ r ; 17 -0�2 I i 31'-01 -\ -- 17 -6 - -- 4 • � I I I 1 4'-8" 2'-8" 4'-8" Y I ' V-73 i 13'-9�4" 1---------- ------------------- 1 i 1 I 1 I i �� I N STEP DOWN 1 =� I FOUNDATION I WALL AT I I =mot I a 1 1 1 REAR PATIO, i ( D� I - ❑ 1 1 I--- ------------------------- I OPP.SIM.--------------------------;1--- B B i r i i----------- 6 1 A-4.0 0 0 1 611 A-4.0 I 4 p 1 CV 1 1 1 =d r----------------------------------------------------------------------- A-4.0 I---- ------------------------------------ 1 ' Bath ------------- - -------�---------- sjm�IH s ,�__--- - ------------------------------ I I I _ - I 4'-0" H GT. - I 1 1 O O o 1 ' 1 _ Q _ WALL =� ��. -L 1 _�---------------------------------------------------------------- -------------- -� i 1 �.. LO -- r ---------------_ -- - i I coi L _ M -- -� ----, 10„ 4'-6�2° 20'-0" _ 5'-2„ 15'-1" O I I , I -- ih Z� � i I I I I 1 I i fi ___ _____ I BASEMENT SLAB: FULL HEIGHT FOUNDATION WALL: Q «.: 0 , I--------------- _ CONTINUOUS 5" CONCRETE 10" CONC. FOUNDATION WALL WITH (2) #4 N 1 -10 ROSY WALL: i i SLAB -ON -GRADE WITH REINF. BARS TOP &BTM. (CONY:) co Cal I „ I I i 1 I I IrD 1 1 W/ 6x6/ #1.4 x 1.4 W.W.M. OVER 12" x 24" CONC. FOOTING WITH (3) #4 BARS AT m 1 I 110 0" ONC. FROST WALL 4'-6" MIN. BELOW I I I I VAPOR BARRIER ON 6 MIN. BTM. (CONT.) 4" DIA. PERIMETER DRAIN (TYP.) A-4.•0 I 1 I I I 1 GRADE (VERIFY WITH LOCAL CODES) i f.ILF _ i COMPACTED CRUSHED SEE DETAIL'B' 1 WIT (2) #4 BARS TOP & BTM. (CONT.) - 1 1 I 12" 24" CONC. FOOTING WITH (3) #4 BARS AT STONE. 1 1 I I ----------------------- ------- --- - 1 BT . (CONT.) E I L�- - D I C I I I 1 A-4.0 i L i- i A-4.0 A-4.0 O -- --- 1 I I i 1 i -- �2 �2 9- I Q 11-1 i I 4'-0„ i 1 � L� %T ill jj 13'-10�4„ 12,-41 8'-101 „ 1 �---------------------- 4 �-1 I I I _ A-2.1 i I GA GE FCUNDATION 1 _------------------------------------------------------------------ --- ----1 ' I I I I I . 1 1 I I AT DOOR, SEE DETAIL � i ,; �- I---- ---------------------------- I I 1 I I ,C, O O ri O I I 1 N I I I I I = 1- -- j I I I I , I _--------------- --------------- I 1 N 1 I N' i i Garage 1 ' N L2'-6" x12" DEEP THICKENED 1 _ SLAB FOOTING I 1 10" i GARAGE SLAB: I SEE DETAIL'D' A-4.0 UP i i i i A CONT. 5' CONC. SLAB REINF.�- 1 1 1 1 W/ 6x6-1.4x1.4 W.W.M. OVER ' ' 1 I 1 I A-4.0 I I P-11 VAPOR BARRIER, OVER 4" MIN. ; I 1 NOTE:COMPACTED, CLEAN, WELL i i BURY OIL SUPPLY LINE WITHIN STAIR UP T FIRST FLOOR 1 I 1 GRADED GRAVEL. PITCH TO I I PVC CONDUIT UNDER SLAB o C 1DRAIN TOWARDS DOOR.MIN"TREAD MAX. R SERS AND 10" A-4.001' I I 1 I i 1 1 I i I 1 I �--------------------------- -------------- --- ---- --- ---�------1 1 I N -U EXCAVATED- i -------------------- -------------------------' r ------ I \ Y i I I M I I i' � I 1 '•I' . I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------- -----1----�-------------�-----------------------�I - - - ---------------------- qt A = I I = I I o! \`--------- rA A-4.0 'v 1 i -, -----------------------------' SIM. B i Zb 1 ir Jr L-------------- --------------------------- - i A-4.0 A-4.0 1 " 2'-5�4" A 15'-6%" 3,-63/,, 8'-4y4 g'-1" 11'-0" 10'-0„ 29 -0Y2 I - 1 A-2.0 BASEMENT/ FOUNDATION PLAN 1 /4" = V-0" q 4 =7.5 x 30 = �g-6 3a.S -/ 43/, �XL Drawing: BASEMENT/ FOUNDATION PLAN & SPEC. o 1, No. 3562 w � CAM URtDC, E�i�1 Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg 2003-190 Job Number: Revisions: No. Date: By: -1-11/12/03 -JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC 18" DIA. CONC. SONOTUBE 4'-6" MIN. BELOW GRADE. SEE FOUNDATION PLAN PROVIDE SIMPSON "PA" HOLDOWN FOR BEAM-TO-SONOTUBE CONNECTION (TYP.) Wmo;mla S a go CTI0NIS RFIaUIRED CFtETE is PO SEDE THE CO WARTtAsNT Cf ovfn of wT IMU M RECORD PLAN A COPY 01 This Ert �' Flan MavSti DESli Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner RESIDENCE 24 Pardon Hill. Road Dartmouth, MA 02748-1013 FIRE P-EQU N'T LU P etrations thru rP-ted wafts and floors sW w 11.jsT v sealed with a matsria! cafe of preventing AT TH'E BUtLDINQ OURmi3 TKII; Pogo of flames and hat gasses when su*c pWaRFSS OF THIS WORK. to the requirements of the Test Stan rd EW N M WoDEPARTMENT tz}r Fig Stt ASTM'E-914, A.0NOTICE An As Built Survey must be 60.1t ittcd to the Buis di n J Dept. prior to calling for a foundation inspection ar any further construction. • 1 � A-3 0 PARTIAL FOUNDATION NOTES: (revised 1 / 25 / 2002) 1). ALL CONCRETE TO BE 3000 P.S.I. AT 28 DAYS, MAXIMUM SLUMP 4", 3 /4" AGGREGATE. 2). ALL FOOTINGS TO BEAR DIRECTLY ON CLEAN, SOUND, DURABLE LEDGE MINIMUM 2'-0" BELOW FINISH GRADE OR EXTEND MINIMUM DEPTH BELOW FINISH GRADE TO PROTECT AGAINST FROST ACTION AND BEAR DIRECTLY ON DENSE NATIVE GRANULAR SOIL OR COMPACTED STRUCTURAL FILL. CONTRACTOR TO REMOVE ALL EXISTING ORGANIC MATERIAL OR OTHER DEBRIS PRIOR TO PLACING FOUNDATIONS. PROOF -ROLL ALL SUBGRADES AS REQUIRED. 3). REINFORCING GRADE 60, NEW DEFORMED BARS. LAP ALL BARS MINIMUM 48 BAR DIAMETERS. 4). ALL COMPACTED STRUCTURAL FILL TO BE MINIMUM 95 % OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557. 5). ASSUMED SOIL BEARING DESIGN PRESSURE = 3000 PSF 6). CONTRACTOR IS TO NOT BACKFILL FOUNDATION WALLS UNTIL ALL CONCRETE HAS REACHED 3000 PSI AND ADEQUATE SHORING/ BRACING (DESIGN BY OTHERS) OF FOUNDATION WALLS ARE IN PLACE. FAILURE TO ADHERE TO THESE RECOMMENDATIONS COULD RESULT IN INJURY OR DEATH. 7). PROVIDE 1 /2" DIA. A307 ANCHOR BOLTS AT 4'-0" O.C. AND WITHIN V-0" AT ALL CORNERS AND SIDES OF DOOR OPENINGS. zo 4 A-2.1 Cl) CV F N N 019 0 ch - - - - - - - -� / I / I I o�II \\ \ I � \ I ------- —� NI ------- i- 71 o K \ I ' I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12'-81/2" 5 A-3.1 11'-6%2" 2'-91/2" BUILT-UP PTD. WOOD COLUMN (TYP.) REMOVABLE SCREEN -- ENCLOSURE ire -- -----7 ���tlii�■I r 7� �1■ .■loo .�■u��� .�■■■1 ■■■■11111a ■■■■■■■■■n►�is■�■ ■\ 11 0 EMS v a?Illn ■ N i Nil■■■ iiiii■■®■■�► Garage 4 A-3.1 17'-11 Y2" Covered Porch 8'-6y4" 8'-6y4„ \\ STONE VENEER TO �-MATCH EAST ` ELEVATION -0 EQ. — . 2 - I ' L 013 O023 - ,--PROVIDESHELVING I I 'T-"------�\ r L-- n 3'-3 411 13'-8 /4" I I I r 017 M I C7 1 r ICI I ! , I' j M `ter ' j — — I I �__ III zo ----------- ---Li Master Bedroom I L- 4'-0" CASED _ OPENING i -- -- ! I 023 —I ----- o i 021 N UP r II II I � II \ II (nu (0 (Ou 026 1 3 'I 1 [� 3 A-3.0 7'-6" O EQ. L MAHOGANY POST AND RAILINGS (TYP.) 3 A-2.1 MAHOGANY DECKING o DGCI( �(TYP.) 29'-10%4" T_9" 7' P.T. 2x10 LEDGER r ATTACHED AS PER 1 DETAIL. STONE H ARTH StudyCP ic) GLAZED FRENCH DOORS - 024 O ! TRANSOM ABOVE 3q a 7-1 1/4 5-2 2 Foyer n021 __=— =-- — __�_ ==�1 S&R iv - - -_-' I �. ' S&R x 6 STUD WALL R-11 ELI,. 0232 I i CASED 011 O INSULATION (ONLY @ GARAGE.) 0214�� = OPENING 3'_3/ 4dy/0 28'-7" Mud ii Room ! I ICHE j l - 6" ■� ■ BUM n I Ce) I I � 4 -0 4'-0" 29'-0Y2" 2'-5y4" 0 15'-6Y4" O 3' 89'-0" 4'-2" 8'-4%4" STONE VENEER TO MATCH EAST ELEVATION EQ. 2 A-3.0 4'-10�2" 4" 4" CV 012 17'-73/4° 012 -8 4 FURNACE FLUE "HEATILATOR" PRE-FAB y ® Gas : FIREPLACE Living Room io STONE HEARTH ® HOT WATER HEATER FLUE L 1'-6" ' "V-6 A-4.0 - - - - - - - - - - - - - - - - t � ---------------- --� T T --r - - -r 0 101 ID' --1---1---------- — J--L--j 0 0 021 - UP DN I LF ri --- --- --- --- --------- Dining Room 16'-13/4" I I I 1 -111 i i 12'-33�4" Covered Porch 4" 024 Sun Room 03111 S&R 0 -------- 10'-8�4° 4'-1 �4, - I I I I.I 8'-6" - ( r I OB G Ol O E O 4'-2" 4'-8�„ 4'-4�2" 1'_6 4,_0„ 41-0„ 11_6„ FIRST FLOOR PLAN 1 /4" = 1'-0" PANTRY RE F. N 4'-0" II I �f I , I Kitchen 0 10 F PREP. SI qK I I i 1 00 I ISLAND I I ti I 1 I I I I I I I , I OI o 0 I o o O OD I � -I- - I I I I I II ot :G 0 0� 4'-2/4" BUILT-UP PTD. WOOD COLUMN (TYP.) MAHOGANY DECKING (TYP.) 0 REMOVABLE SCREEN ENCLOSURE CJ Ow H 0 Lu w Margolis + Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner DEWAR RESIDENCE 24 Pardon Hill Road Dartmouth, MA 02748-1013 Drawing: FIRST FLOOR PLAN 1 j cakawuce. t w� ' PARTIAL NOTICE Date: 12.23.03 Scale: 1 /4" = V-0" Drawn by: JL Checked By: JMG An As Built S11— e _y rust IV sub=►it tC t�.,'; ) File Name: 2003-190 plans current.dw9 b s:in - Dept. prior to cslfing for _ a foundation inspection oT HILE�P i and further constr,>iction. Job Number: 2003-190 10'-0" Revisions: o-TUa FiR� T �'dat��!G R C U1REl i�T °ECT� rs RSQur 'd 0 ,T11 No. Date: By: Penetratiorks thru rued walls and floors ShJ- be �EyCONCRETE►spOU b _1 _11/12/03 _JDA waled witmatcrial cape of preventing the `aG DEPgRTM,EtVT passage of flames and hat gasses when subjected to the requirements of the Test Standerd cp--�c - - - for Fhe Stopme AST 4-E-1314. &tLw� /0 X a-" 1,--o - - - "� I� a I T T ArL-4 o x I � -S � j � S _ PEC ORD FLAN 3 '� AT TH, E BLr UILDINGOF THIS WORK. DURING THE Pi iei FIR t B . + Nt '1 Silo 3oX c1� 0 " p ` C) PIRRUILDING DEPARTMENT75 6V PERMIT SET 12.23.03 @ 2003 MARGOLIS + FISHMAN, INC U c G co E ii 0 0 CED c� a N 47 tV to d' O O N t• N O 0 0 c U 4) 0) NI Q 3 c t U c co a 0 0) T L 3 a� rn M O 0 cm 0 O SECOND FLOOR PLAN 1 /4" = V-0" An As Built Survey i:aust he guy. pitted to the Buildling Dept. prior to calling for a foundztion inspection or any further construction. . -F 1WU aUV11Q L, K U rataa wags and flours shall be sealed with a ma#eria! C2.pal,,Ie of preventing the passe-ge of fOml as and hot gasses when subjected to the requirements of fhe Test Stand�nrd etc for Ft�e Stops ASTM-E-814. Ontm i P+JS'T JC Kp-rr C TRZ EUILDING DURING TH PrMR:SS OF THIS WORK. tIJ LDING DEPARTMEtIT "Ib"" of Dw-r,o�!", FILEW`11'i' SONG-TUEE StZE AND DEPTH M.. PECT10N IS REQUIRED BEFORE THE CONCRETE IS POURED. ta' ILD ING DEPARTMENT Ttl " �t d Dv"outt f -RECORD PLA14 A Cc-PY (rTb's Endor 'In ttjsi 00 t en JsP ltD' Durl� RTIAL Margolis + Fishman Mar,olis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner D E WA R RESIDENCE 24 Pardon Hill Road Dartmouth, MA 02748-1013 `CD Drawing: SECOND FLOOR PLAN Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: _1 _11/12/03 JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC a 4 A-2.1 N F- N ca .i U- + w Q 3 v c U N C fC O N w C Ir U 0 0 U c 0 -a - Cn m L 3 - a� 0 rn A �o O N Co O O N U- 0 CV -- 301-4" --A ------ L - - ---------- F------------- MAHOGANY POSTS AND RAIL WITH PICKETS @ 4" O.C. II 1 (TYP.) Deck u I /-MAHOGANY DECKING OVER 2x SLEEPERS ON PROTECTED ____________________________ - RUBBER MEMBRANE ROOFING ----------------------- -- i / OVER 3/4" P.T. T&G PLYWOOD ' l i SHEATHING I 4'-411 — 7'-1011 7'-1011 I ' ! I I i I I I II , ----------------- ---------------------- � I II li A 6- I 11 I ----------------------- --------- ----- I — I ------------------------------------------- -- I ( 3 A-3.0 A /, ,---------- fi � A \ C� 1 14 '-511 LED I _ — 00 =d I I I N I 1 ! D zo 0 \j 1 36" HIGH WA L T-22" I I I I I I I Cn I in I I I I '---------------- 51-611 KNEEWALL ACCESS PANEL C Storage RIDGE ABOVE i i / 1 1 2 1 1 A-3.0 I I I ' I 17'-73�4" 9'-73411 I I I I I I r-------------------------------i II___________________ __________II I I I ! I I I ! I I I ! I I I I I I I I I I I I I I I I I I I ! I I I I 2'-711 15'-03/411 5'-81/ " I i I I I I I I ---- I �------------------------------ IC E 3 1 .An : B � �* ill 'YCY r°.ty1.ist be I ub ted to ffie uil*ii.ng Dept. prior to cain for a foundaion inspectiOn or �► Neft further 4k i MONO-TUi SIZE A;,aO DEPTH INSPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED. SUILDING DEPARTMENT ibm of De "ouch Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax:617-547-2501 Owner DEWAR RESIDENCE 24 Pardon HIII Road Dartmouth, MA 32748-1013 ---------------------------- ------ ----------I IYOUR DRAWiif1{i IkIT ' ------------------- ------- -------------- AT HE BUILDING D 11N E bo �"M I E U M NT hr ! R DRESS OF S�`- / , ` Penetrations tu .ta floors shy I#5 un� -0 D���w 3 0Ama 3' sealed with a material capable of � preventing the 9 "HEATILATOR" 42" / 1 - --- -- . `PRE-FAB Loft ` GAS FIREPLACE \ N LO I Q n - -00 - - 1'-6"x4'-6" STONE I L HEARTH , 31- ' 1 �2 32211 N N 1 O O I \ =N 021 � � 021 4 j 0 I _ ACCESS PANEL 1 1" 10'-1 ° 11-3/2 L=_ J— _ ' — -'� KNEEWALL r--, I 1 I I Bedroom 1 I I Y I II I I I-- J II I I I = I! � II I .' II 17'-02" ---y4-- -- ------ 2'-5� 11 /11 14'-71 4 y 29'-02" 10'-101, 2'-5y4" 7'-9" A 7'-911 I- 7'-9" SECOND FLOOR PLAN 1 /411 = 1'-0" 8'-102" FURNACE FLUE FI PLACE FLUE / OPEN TO BELOW HOf WATER HEATER \ �LUE \ GUARDRAIL AT 36" " P3W&ge of flames and hot ga,ssws when su*cted to the regWrements of the Test Standard cps T itl dF T ' 'f$'� for F Stc AST-E-R14. RED a_ COPY1 a tile an E WWI,Ccestruciic 5 SH. ----- / HIGH W/ PICKETS I @ 4" O.C. \ bo ath ;; 4 ii j 1 co O 022 o S&R ---- tV J l n U L Balcony 021 ; CCi A-2.0 Drawing: II --- DN ; -- ; Bedroom' � 2 jl I � I in -------- j L_--J BEAM INATTIC �iILIN . REFERITO �RAIWNG PLANS iriORNt -------- I I E---� �4ZE� I _ I I -------- III 1 II r I III r I I I II = N TO STAt L L_ I I o LL---L-------------L e- j I 8'-611 111 ' _ 14'-311 I L--J \7- -TA-- �7) 35'-82" 9'-102" 9'-2%2" 1 SECOND FLOOR PLAN O II I ! CA N I ! � I I •- I I 023 D 1 i CD �M ! w 11 , Ia No 35b2 3'-11 2" 1 A-3.0 PARTIAL I {J1 f N al rt cANNalnce. MA TH F 1 IV Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: _1 _11/12/03 JDA PERMIT SET 12.23.03 @ 2003 MARGOLIS + FISHMAN, INC %- WE LWIr RIDGE VENT (TYP.) PROVIDE GUTTER AND DOWNSPOUT (TYP.) 5 A-3.1 3 2 -3. .01 - — — — — — — — — — — — — ---- - - - - - - - - - - - - - -- ------------ ill III (i il;( i!ii Ii!IIiII I Ill! I111 i,i i Ii IIIIIiiI :IIII Itil II!j1!Ijiiilii IIII --------- - ----------- it - ---- -- - ------- INN 14'—J �l ;I IT I! iII iCK4 aI! 11 i L — — — — — — — — — — — — -- 7 7 1 T !IT C14 041 CRICKET ----------— — — — — — — — — — — — — — — — L— — — — — — — — — — — — — — — — - - - - - - - - - - - — - I q I . I r. - - - - - - - - - - - - - - - - - - - - - - 04 IT L- - - - - - - - - - - - --- - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - J L — — — — — — — — — — — — — — — — LI ; I i -� —i—!-J — — — — — — — — — — — — — — — — — — — — — — — — — — — - 10: 12 SL- — ------ L ---------------- L-� L ---------------------- L ------------ L --------------- T --------------------------- 10:12 SL--10:12 7: -------------------- -------------- L- - - - - - - - - - - - - - - - - - -- - \Z- - — — — — — — — — — — ---- - - - - - - - ----- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - L------ ----------------------------------- J ROOF PLAN 11l = V-10" RIDGE VENT (TYP.) ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER FULL ICE AND WATER SHIELD (TYP.) PROVIDE GUTTER AND DOWNSPOUT (TYP.) RIDGE VENT (TYP.) PARTIAL FIRE STOPPING REgUIREMENT Penetrations thru rated wallis and floors sW be sealed with a material capable of preventing the, pamssinge of flames and hot gasses when subjected to the reqwlrements of the Test Stani epecMc tDr Ftm Stops ASTM-E-814. An As Built Silrvey 1V0,1f?,t be f;uNw-dtted to the BulUng Dept. prior to caning for. a foundation inspection or any further construction. I Fi�E COPY Margolis+Fishman Mar olis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner DEWAR RESIDENCE 24 Pardon Hill Road Dartmouth, MA 02748-1013 Drawing: ROOF PLAN Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans currentAwg Job Number: 2003-190 Revisions: No. Date: By: VP VAIRR.-N, T11 -1 -11/12/03 -JDA HE I CBP1LAN ` A Crepty 01 This End-Dmm Plan ftst 6-0 ept z Site Durl, 50"', YOUR DMWwa piRT BE II09T AT THE pulLDING DURING THE prDORM OF THIS WORK. IMULDING DERkRTWM- 4T ItRM of SONO-TUSE SLZEL AND DEPTH INSPECTION IS REQUIRED BEFCAE- THE CONCRETE IS POURED. rVIURNG DEPARTMENT r.-.*.l d oulth PERMIT SET 12.23.03 6�\ 2003 MARGOLIS + FISHMAN, INC 1W RDIGE VENT (TYP.) ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER FULL ICE AND WATER SHIELD (TYP.) FLASHING OVER 1x5 PTD. WD. TRIM OVER %"x8" PTD. WD FASCIA GUTTER AND DOWNSPOUT (TYP.) 1x8 PTD. WD FRIEZE BOARD PTD. WOOD SHUTTER, PROVIDE WROUGHT IRON TIE BACKS (TYP.) PTD. MDO PANEL ci c c ca E s N 0 a, ca N M N 4 M of 0 0 N N N T Q� of Q 3 c U rn c m a O rn LEAD COATED COPPER CAP STUCCO VENEER OVER EIFS 12 110 ---LEAD COATED o COPPER CAP Er) STUCCO VENEER OVER EIFS 1' 0" 6" ` o 11 CO BRACKET DETAIL RIDGE VENT (TYP.) — ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER FULL ICE AND WATER SHIELD (TYP.) —DECORATIVE SHINGLE SIDING c DECORATIVE WD. }, t BRACKETS \ -_-' - - -TOP OF PLATE I Lj I_... PTD. WD. CLAPBOARD (4 TTW) OVER TYVEK - F BUILDING =_-_ -_:- 12 10 to w .Margolis + Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner DEAR RESIDENCE 24 Pardon Hill Aoid Dartmouth, MA 02748-1013 D p D STAINED TO MATCH RFE STOPPING i QULREMEN, T p ST .� — - ONE VENEER G E E E G ! Penatr'atlans thru rated %uUs and floors shafl be -- _. �-STONE VENEER SBaILd with8 ti1��3r1C) C��ie of preventing the passage of fla-rnes and hot gasses whoa subj s�ti to the raqurelonts of the Tort Sta'zndrd r; _ #dr Faye Stope ASTM-E-014. - svo-rum ; .13 Ur THE CONCRETE IS Pound). CO 30 AN, tUILDING DEPARTMENT TtJs En dSt2v' p Must Q ; Kept 0 a rlt� sue' CO c�rtrr'out� DWI =41r ,3 op. r�-�.v r,-.,.., Art O + r o XWT A-3.1 i A�\ 3'� / i I I i i i R..3S OF H.. -------------- I------�- TH!$�I fir, -�----I -=-----------------------------------------=---.-------�------------------------T---r—I----------------- i--I-�------------------- � M ' Aloe I I I I I I I--------------�mn� I Nkj I ICE 'C�aa al�.,rr�ti��i:'� An .AS Built Smrvey r6aaq t.'.e Drawing: co D 1 WEST ELEVATION guht ' itted to the B ld- ng Dept Prior to callingfor EXTERIOR E L E VAT I O N S LEAD COATED fdiOn COPPER CAP STUCCO VENEER OVER EIFS RIDGE VENT (TYP.) ARCHITECTURAL ASPHALT SHINGLE ROOFING OVER FULL ICE AND WATER SHIELD (TYP.) TOP OF PLATE N SUb-t-LUUK TOP OF PLATE %"x8 PTD. WD. CORNERBOARD (TYP.) PRE -CAST CONC. CAP STAINED TO MATCH STONE VENEER STONE VENEER B-FLOOR I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I i I —T--L-------------------------------�-- I I I I I I inspection V1- aur further constron. FILE WP'� FYPON BRACKETS @ 16" O.C. FLOOR LINE SOUTH ELEVATION 1 /4" = 1'-0" Date: 12.23.03 Scale: 1 /4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: -1-11/12/3 -JDA PERMIT SET 12.23.03 @ 2003 MARGOLIS + FISHMAN, INC 1�' ti c Y2' GWB ON STRAPPING (TYP.) J U O LL I BEDROOM #2 LL o I DINING zo O LL Z LL c ca E U- 0 LM CC$ Q 0 a; M 0 0 N dam' N N N C O U O U) 0 M QQ >s 3 w c U C f0 G. 0 A 0 0 N c t U 0 0 Q U a U c a� a� 3 a� 0 rn A 0 0 N M O _O 12 BEAM TO SUPPORT RIDGE BEAM POSTS & RAFTERS G A-4.0 -1); IOL TOP OF PLATE 5 POST IN WALL BEYOND TO SUPPORTBEAM i I I ROVIDE ACOUSTICAL I I BATT INSULATION AT I I BEDROOM FLOOR, WALLS AND CEILINGS I (TYP•) I I Y,- GWB ON STRAPPING KITCHEN BASEMENT nr/1T1r1A1 12 H 10 A-4.0 _. / ICX / Icy \� STONE VENEER �4 SEE ELEV. �i. , in 1st FLI GRADE ALT. 1: 5/" GWB ON ' VAPOR BARRIER ON A WOOD FURRING AT EXPOSED CONC. BASEMENT WALLS F- TE SUBFLOOR 2" RIGID INSULATION OVER KARNAK WATERPROOF MEMBRANE (TYP.) !!1 FIRE 4TQPPI.N REt lt�T Penetrat!Ons thru retod waNs and floors st-Wk I bc% sealed with a materl&l c,,p,Of PrOverrting th;, paSs090 Of fLIrnes and hot gasses when sub}ectera to the requirements of the Test Sty nc rd ppedqc for Fig Stops ASTM-E g14. SONG -TUBE SIU AND DEPTH I11 'ECTION IS REOUIPED BEFORE THE CONCRETE IS POURED. WILDING DEPARTMENT TMM of Dartmouth YOUR DWWQ I&sT V— KF `T AT THE BUILDING DURING THE prpoFff% OF THIS WORK. t'', !,Q"J` G DEPARTMENT T"sM of f �"" or. IKE "' . fj CCpy Crj Ttds Et dr- i Flan tip i5st 64, r'e'rWrit tic An As Built Su-rvey must be aub t tted to the BuMing Dept. pricy to casting for, . a foundation inspection e any, further construction. Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner DEWAR RESIDENCE 24 Pardon Hill Road Dartmouth, MA 02748-1013 Drawing: BUILDING SECTIONS Date: 12.23.03 Scale: AS NOTED Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: -1-11/12/03 -JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC 4 U C O 2) co M a 0 Sri Ln ci M O 0 N N e- N C O U N M Q 3 c C U 0) A O 0 N c U 0 0 Q U a U C C) Cn O 3 m 0 rn .A 0 0 M 0 0 "N f ll I _— i li I i I i SECTION 4 1/4" = 1'-0" TnD nC DI ATG TnD nC DI ATG TYPICAL ROOF CONSTRUCTION RIDGE VENT 30 YR. ASPHALT SHINGELS BUILDING PAPER (2) ROWS ICE & WATER SHIELD "%" CDX SHEATHING except (" USE 19/32 CDX AT ALL TRUSSES) R-34 INSULATION DRIP EDGE VENTED SOFFIT SIMPSON A35 ANCHOR EA. RAFTER @ GARAGE TYP. CONT. 2 x 6 PLATE W/ (3) 12b TA EA. JOIST CROSSED. TYP. PROVIDE GUTTER & DOWNSPOUT, TYP, I , I I I I I I I I I I I I I I I I I I ----------------- SECTION 5 1/4" = 1'-0" FIRE STOPPING REQUIREMENT Penetrations thru rated w0' s and floors shM b. sealed with a material caste of preventing thi passage of fk-Ies and hot gasses when subjectso to the requirements of the Test Standerd epecfAc for Firo S1opo ASTM-E-@14. �rq ALE MCI $ONO-TUZ,,E SLU AND DEPTH INSPECTION IS REQUIRED BEFORE THE CONCRETE IS POURED. t"XDING DEPARTMENT YOUR DA"lNQ MUST ice' KIT AT TH4 BUILDING DURING THE PrDQM48 OF THIS WORK. LDP* DEPAATIUt7W ef .� RECORD KNII A COPY (H TWS W Plan Mot Be'Rept Ca site An As Built Sutrvey r��u5t be gub�titted to the Bui iing Dept. Prior to calling; for, . x f0ulids ion inspection or any furthef construction. Margolis+ Fishman MarOolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax:617-547-2501 Owner DEWAR RESIDENCE 24 Pardon Hill Road Dartmouth, MA 02748-1013 Drawing: BUILDING SECTIONS Date: 12.23.03 Scale: AS NOTED Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: _1 _11/12/03 PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC n r W E- Z w Mz �z tom W gw 20 Z U c c CIO L y ti _o m ca 0 m iri LP 0 0 N N N J 9 w OI Q 3 c U c CU a 0 rn cM 0 N c t U Q 0 U c at :o 3 ❑ O r� 0 0 N M O O 2x6 WOOD STUD WALL VAPOR BARRIER MORTAR JOINT % R-19 BATT INSULATION J; J (3) #4 BARS (CONT.) WATER -PROOF MEMBRANE h THRU WALL FLASHING. TURN i i ° ° ° ° a UP AT PLATE ° ° ° ° LATH R-22 BATT INSULATION TJI JOISTX/ EXT. GRADE PLYWD. CONT. P.T. 2-2x6 SILL WITH 1 /2" DIA. ANCHOR M U SHEATHING i ; I 1 ✓- 2 -6 �' ,, I BOLTS 4-0 O.C. AND WITHIN 1 -0 ALL \ \ CONY. P.T. 2x i I 1 CORNERS AND SIDES OF DOORS. (TYP.) \ #4 @ 18'\ \ \ MORTAR SETTING BED I r CONY. P.T. 2-2x6 SILL WITH 1 /2" DIA. ANCHOR DRIVEWAY BOLTS @ 4'-0" O.C. AND WITHIN 1'-0" @ ALL °4a CULTURED STONE VENEER ' p p CORNERS AND SIDES OF DOORS. (TYP.) O YZ" GWB ON STRAPPING VENEER BY MASON (TYP.} CONT. 1 /2 CHAMFER D CONTINUOUS FOOTING SECTION STONE 5" CONC. SLAB REINF. WITH 6x6 / #1.4 x 1.4 1" = 1'-0" P.T. WOOD BLOCKING ° a 5/g° GWB ON 2x4 WD. GRADE W.W.M.WMOVER VAPOR BARRIER OVER 4 MIN. GRADE STUDS. LOCATIONS COMPACTED CRUSHED GRANULAR GRAVEL. GRADE a VARY - REFER TO A-1.0 ° °� i PITCH TO DRAIN TOWARDS DOOR a ° / (TYP.) (� a ( -, NOTE: X, NOTE: w / / ° NOTE: w;_ __.� CONTRACTOR IS TO NOT BACKFILL ACKFILL -- \ T BACKFILL n FOUNDATION WALLS UNTIL ALL CONCRETE \ NX CONTRACTOR IS TO NOT B w \ \ CONTRACTOR IS TO NO FOUNDATION WALLS UNTIL ALL CONCRETE � z / \ FOUNDATION WALLS UNTIL ALL CONCRETE w a / (2) #4 DOWELS CONTINUOUS HAS REACHED 3000 PSI AND ADEQUATE \ \ 0 PSI AND ADEQUATE - / REACHED 3000 PSI AND ADEQUATE ° - SHORING/ BRACING DESIGN BY OTHERS OF / HAS REACHED 300 ¢ / / ° ° HAS RE CHE _ SHORING/ BRACING (DESIGN BY OTHERS) OF w r { } Z / SHORING/ BRACING (DESIGN BY OTHERS) OF \ THICKENED SLAB AT FOUNDATION ,l FOUNDATION WALLS ARE IN PLACE. FAILURE FOUNDATION WALLS ARE IN PLACE. FAILURE ¢ \ \ ° FOUNDATION WALLS ARE IN PLACE. FAILURE \ \ \ \ p p -,- "j TO ADHERE TO THESE RECOMMENDATIONS \\ \ TO ADHERE TO THESE RECOMMENDATIONS z 0w /\ \ TO ADHERE TO THESE RECOMMENDATIONS #4 DOWELS @ 12 O.C. y COULD RESULT IN INJURY OR DEATH. \ COULD RESULT IN INJURY OR DEATH. 0 / ° COULD RESULT IN INJURY OR DEATH. ° 10�� CONC. FROST WALL 4'-6"MIN. BELOW - ❑ I— --�� MEMBRANE (TYP.) �- \ Q �- KARNAK WATERPROOFING MEMBRANE (TYP.) \ /\ - - _ GRADE (COMPLY WITH APPLICABLE CODES) r` j C _;., TJI JOIST KARNAK WATERPROOFING w \ \ - 10" CONC. FOUNDATION WALL WITH (2) #4 2 /\ \ _ 10" CONC. FOUNDATION WALL WITH (2) #4 \ \ ° _ WITH (2) #4 BARS TOP &BTM. (CONY.) \ _ BARS TOP & BTM. (CONT.) g w BARS TOP & BTM. (CONT.) / RIGID INSULATION z 0 \ \ RIGID INSULATION \ RIGID INSULATION / CONT. P.T. 2-2x6 SILL WITH 1 /2 DIA. ANCHOR 0 \ \ 12 x 24 CONC. FOOTING WITH (3) #4 BARS @ y. \ \ a " \ \ \ \ \ (CONT.) & 2x4 KEY OR #4 DOWELS @ 18" fi /\ \ 12 x 24 CONC. FOOTING WITH (3) #4 BARS @ �r \ \ \ \ ° BOLTS @ 4'-0" O.C. AND WITHIN 1'-0" @ ALL BTM. (CO ) / BTM. (CONY.) & 2x4 KEY OR #4 DOWELS @ 18 CORNERS AND SIDES OF DOORS. TYP. \ \ a ° ( ) O.C. w / / O.C. / / ° / / _ a ° > / / / 12" 24" CONC FOOTING WITH (3) #4 BARS @ Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 RESIDENCE - ---------- 24 Pardon Hill Road Dartmouth, MA 02748-1013 FILE uvj,)`! REINF. CONC. SLAB v \ \ ° - 5" REINF. CONC. SLAB a BTM. (CONT.) \10" BA S TO FOUNDATION WALL WITH (2} #4 \ \ \ \ ° ° \ \ \ - �_ BARS TOP &BTM. (CONY.) VAPOR BARRIER \ \ CONT. 2x4 KEY OR #4 DOWELS @ 18 O.C., \ \ FI STopPi.Nrz �� � \ \ VAPOR BARRIER / / G °v TYP. / / "` T / p F / / °o Penetrations ftu rated + / O O / / 4" DIA. PERFORATED PERIMETER DRAIN WITH / / �----- 5 REINF. CONC. SLAB �'/`A+a and floors gl b>A• p / \ ° sealed with a ma'c ' \ \ MIN. 6 CRUSHED STONE AND GEOTEXTILE \ \ L I'I� CB �O OfPreventing \ \ •� \ � _ � 12' 4" N FOOTING WITH 3 #4' Of thE 4" DIA. PERFORATED PERIMETER DRAIN WITH MIN. 6" CRUSHED STONE AND GEOTEXTILE \ " WRAP. O Q" O - NOTE: SET ALL FOOTINGS ON UNDISTURBED SOIL, CONTROLLED STRUCTURAL FILL OR CLEAN SOUND DURABLE LEDGE. �EIGH�Tl,�TFOUND�ATIONL HWITH STONE VENEER SECTION/ DETAIL 1-0" 1'-0" , 95�8" ,_ 1'-2" STUD WALL REFER TO PLAN -------------------------------- 10" DIA. NON -TAPERED WOOD COLUMNS WITH CAP & BASE BY OUTWATER L.L.C. (1-800-835-4400) TYP. il 5-1 /4" SPEED BASE I 1 /2" = 1'-0" 1 4 IA" / ° ° 4" DIA. PERFORATED PERIMETER DRAIN WITH a MIN. 6" CRUSHED STONE AND GEOTEXTILE \ ° WRAP. Ly O O _-NOTE: SET ALL FOOTINGS ON UNDISTURBED SOIL, CONTROLLED STRUCTURAL FILL OR CLEAN SOUND DURABLE LEDGE. FULL HEIGHT 10" FOUNDATION SECTION/ DETAIL ill = 1'-0" 1'-2" 1, 95�8.' ,. 1'_0" FLASHING PVC TRIM AT DECK WATERPROOF MEMBRANE. MAHOGANY DECKING 2 COURSES'ICE & WATER' SHIELD SIMPSON H1 HURRICANE ANCHOR, TYP. AT EACH TRUSS AT EACH END. METAL DRIP EDGE 1 x 4 RAKE TRIM 1 x 8 FASCIA VENT STRIP WITH INSECT SCREENING 1 x 8 FRIEZE BOARD SOFFIT/ FASCIA DETAIL "A" ill = 1'-0" PVC TRIM AT DECK WATERPROOF MEMBRANE. -� BRING DOWN OVER ROOF SHEATHING P.T PLYWOOD SHEATHING CONTINUOUS RIM JOIST x P.T. SLEEPERS @ 24" O.C. LVL MAHOGANY DECKING WATERPROOF MEMBRANE. Y4" EXT. GRADE SHEATHING WRAP. (TYP.) O 4 a ° O ° O °4 NOTE: SET ALL FOOTINGS ON UNDISTURBED SOIL, CONTROLLED STRUCTURAL FILL OR CLEAN SOUND DURABLE LEDGE. GARAGE FOUNDATION SECTION/ DETAIL AT ALL DOORS 1" = 1'-0" i ' METAL FLASHING. TURN UP AT SILL CONTINUOUS RIM JOIST LVL 2 COURSES'ICE & WATER' SHIELD SIMPSON H1 HURRICANE ANCHOR, TYP. AT EACH TRUSS AT EACH END. METAL DRIP EDGE 1 x 4 RAKE TRIM 1 x 8 FASCIA VENT STRIP WITH INSECT SCREENING 1 x 8 FRIEZE BOARD SOFFIT/ FASCIA DETAIL "Bit 1" = 1'-0" / ° ° ( N 2x4 KEY OR #4 DOWrgtSay1 " �£-S il'id HOT gasser when subj ect q a �auirements of the Test Siancrd vAc / ° a 4 ° ° o ' �' Fts- Some, ASTN4-E-a 1 �. 4 \ \ O O " SOOTINGS ON UNDISTURBED SOIL,? q g � M �O ROLLED STRUCTURAL FILL OR CLEAN +s i OU DURABLE LEDGE. fur. ; t� /� YOUR DPWWWQ r T DE KFrT A COPY 1117 Thi3 E � :;,rM JV THE BUILDING D p UR1Nt3 Tla� c FOOTING AT GARAGE I1SS60F; THIS WORK. ill = 1'-0" 2 COURSES'ICE & WATER' SHIELD SIMPSON H1 HURRICANE ANCHOR, TYP. AT EACH TRUSS AT EACH END. METAL DRIP EDGE 1 x 4 RAKE TRIM 1 x 8 FASCIA VENT STRIP WITH INSECT SCREENING 1 x 8 FRIEZE BOARD SOFFIT/ FASCIA DETAIL licit 1" = 1'-0" tULMO DEPART&4ENT " ;",'+ nU I' U1iC of Dart, notgt r� &ONO -TUEE SLl i AND DEPT IR^:"ECTION IS REQUIRED BEFG�. �1 TIME CONCRETE IS POURED. OTICE ftILDING DEPARTMENT lb7m of Dartmouth An As Buflt Survey ,, just 1 i$11b�* tted to the B%:�i�.�iing Drawing: Dept prior to Calf €ng for DETA ILr&ound ion inspection or r-ny further construction. c` X No.3562 0; CAK6'+i GGE, ' MA O Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: -1-11/12/03 -JDA FLASHING PVC TRIM AT DECK WATERPROOF MEMBRANE. �� METAL FLASHING. TURN - - BRING DOWN OVER ROOF - UP AT SILL_ _ SHEATHING CONTINUOUS RIM JOIST P.T PLYWOOD SHEATHING LVL =� ) 1x SLEEPERS @ 24" O.C. MAHOGANY DECKING y 3/a" EXT. GRADE SHEATHING -J TJI JOIST TJI JOIST i TJI JOIST TJI RIM BOARD U210`NANERS; «,' ° o (TYP.) ; _ y; TYP EA'. D �YZ" GWB ON STRAPPING O p Y2" GWB ON STRAPPING (TYP.) .. j i ; I;N ! / ° o (TYP.) 2 x NAILING -- I PERMIT SET 12.23.03 STRIPS CONT. r 5/S"GWB ON FURRING 5/8" _ o (TYP.) GWB ON FURRING (TYP.) _-•-_ � �_i � �� `�_.J �_. R-22 BATT INSULATION - 4 p 5/8" GWB ON FURRING © 2003 MARGOLIS + FISHMAN, INC 1 /2 DIA. THRU-BOLT " -22 BATT INSULATION o 0 1 /2 DIA. THRU-BOLT W14x34 STEEL BEAM (TYP.) 1 x PINE @2 -0 O.C. CONT. P.T. 2-2x6 SILL W/ 1 /2" DIA. ANCHOR @2'-0" O.C. 1 /2" DIA. THRU-BOLT o CONT. P.T. 2-2x6 SILL W/ 1 3" p BOLTS @�4' 0"O.C. AND WD. BLOCKING TYPICAL BCI JOIST TYPICAL BCI JOIST @ 2'-0" O.C. o /2" DIA. ANCHOR BOLTS WITHIN 1 -0 ALL @ 4'-0"O.C. AND WITHIN GRADE CORNERS AND SIDES PARALLEL TO WALL PERPENDICULAR TO WALL 1-0 @ ALL CORNERS OF DOORS (TYP.) o AND SIDES OF DOORS (SIMILAR AT FOUNDATION) 1" = 1'-0" (SIMILAR AT FOUNDATION) 1" = 1'-0" o (TYP.) ��-V ETAIL WINDOW &DOOR CASING M�SK A�400 - N DETAIL INTERIOR DECK JOIST TO WALL DETAIL DECK JOIST TO WALL DETAIL J TYPICAI J�1� �EA�RING�ON�WA�LLDETAIL DECK JOIST TO WALL DETAIL `Q% „_ , „ 1-1 /2" = 1'-0" P 1" = 1'-0" 1" = 1'-0" (SIMILAR A�F� ATIO1-0 1 = 1-0 PLYWOOD SHEATHING CEDAR SHINGLES z N T 2x T. DECK JOISTS @ 16" U210 HANGERS, TYP. EA. END Y ; TJI JOIST TJI JOIST U210 HANGERS, TYP. EA END Y2' GWB ON STRAPPING ' 1 \ 1 V A r r / r \ \ 1 \ r r r t 1 1 t r r r i r l r r r-------7 r--------I (2)117/8" LVL i i 2 I 1 I I 1 1 I I I I I 1 ' L_ I i i I II I- _TL --- - - - ---4 -- k It - - - --- --- --- -- -- -- -- -- -- --- - - --- -1- DJLL-1 A .0 i ---------------SIM-THLS 10N-------- I - - -- -- -- -- -- -- --- -- --- - - - --- --- - - --- 1 JI 1 .0 W14 4 S EL AM, LUS FRA E I 1' /s" T I .e " O. --- -- --- -- -- -- - _ . -- - @ 17/8„ JI @ 6" C C. O117 TJI 16' O.C. I I I I -- I I I I --------------------------- Q 5✓ > O J I I I I Q' I •-- � ^ I I I I ch O M I I I I I I i I I I '9 .0plp I 2) 2 2'B ILT- P' B M LO -- -- -- - I I �;' I 1 4 'l, I , 1 7 n -- ��-- -- -- i ---------' .e' A-2.1 i i i i I 1 � O u? � - -- I � I� z`s {; O� I i 1 /s 1@ 6 0 1 I I PROVIDE BEAM POCKET I I -,BEARINGI• �9 13 x111 " LV BE FL SH M Qi0 ( 13/a" 11%a' LVL EA FLU H F M I I I I I I I I 1 I e.. -- -- -- -- -- -- -- -- -- --- -- --- -- -- -- -- -- - --- -- --- - -- -- -- --- -- --- --- -- - -- -- --- Ti-11 2 11TJ@1 0. 11/eTJI 16 7� n:� 7,�, A-2.0 C 11 16 O.C. - r' I 1 i I I I I � I I 1 I I I (2) 11 /8" LVL I 1 E I SIMPSON I- O !O 4 WE N I i I A-4.0 i HANGER: I 1 A �i�3p (N TW3 Endo I 1 1 HUS410 Flan i`la�$ ' � �'atF;�t Q3� �idw I i I Dstri � . tructio I I I i I I I .....- . i 1 J i OP FOR S IR i A-3.0 l l i I 1I I 1---------- 1 I PARTIAL n. --- -- �- --- -- i -U EXCAVATED- i I------------------ - _ _ 1 I I ---------------- ------------------------------------------ I: \ i I 1---------------- - -, I I: , P I Y6 IgF'/i�lfi IIT ! M'f \` -- - -- -- -- ' I � Q D'TI'MNG DURING ORK G THE -----i i---------�------ -----------L---------------------- ------------- ---------------------------� PROVIDE CONTINUOUS BC RIM BOARD BY BOISE CASCADE AT ALL BCI JOISTS. TYP. FIRST FLOOR FRAMING PLAN Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner 1 t' =I ILA 24 Pardon Hill Road Dartmouth, MA 02748-1013 .An As B-Ot Su: vey rcuist tq; suh,titted to the Bulfiiing Dept, prior to calling for a foun&tfon inspection or any further construction. FIRE ST0f'Pv\1'r,, rzr=�ULREMEN. T PenstmtlorWS thru ratod wz�fss and floors sWI h: seated with a mat9ri capable of preventing tl , Passage of flames and hot gnssGs whin subjetr to the requirements of the Test Standard epft-�Nti for Fiv StOM ASTIVI-E-614. f4-XDW(3 DEPARTMENT 'i of DWtmfrettlh SONO-TUBE SM AND CEPiH IkSPECTION IS RSOUIRED SEFOfIE THE CONCRETE IS POUMD. VALDW O DEPARTMENT rMM of Drftooth FRAMING NOTES: (revised 1 / 25 / 2002) 1). DESIGN LOADS ARE IN ACCORDANCE WITH 1999 BOCA NATIONAL BUILDING CODE. 2). DESIGN ROOF SNOW LOAD Pf = 50 PSF PLUS DRIFTING AND SLIDING SNOW: (Pg = 65 psf. Ce = 1.0, 1 = 1.0, Ct = 1.1). 3). DESIGN 1st AND 2nd FLOOR LIVE LOAD = 40 PSF, ATTIC LIVE LOAD = 20 PSF, FLOOR DEAD LOAD =15 PSF. 4). ROOF SHEATHING TO BE MINIMUM 19 /32" STRUCTURAL GRADE PLYWOOD HAVING A MINIMUM 40 /20 PANEL SPAN RATING. FASTEN WITH 10d COMMON NAILS AT 6" O.0 ALONG EDGES AND 12" O.C. AT INTERIOR 5). ALL DIMENSIONAL FRAMING LUMBER INCLUDING STUDS (UNLESS NOTED ON PLANS) TO BE #2 SPF OR BETTER 6). SOLID SAWN POSTS TO BE #1 GRADE SPF OR BETTER (UNLESS NOTED OTHERWISE ON PLANS) SIZE AS INDICATED ON PLANS. 7). DO NOT SUBSTITUTE MULTIPLE "2X" MEMBERS FOR SOLID POST INDICATED 8). "PSL" INDICATES PARALLAM POST LUMBER AS MANUFACTURED BY TRUSS JOIST MacMiLLAN HAVING THE FOLLOWING MINIMUM DESIGN PROPERTIES: E=1,800,000 PSI, Fb = 2400 PSI, Fc = 2500 PSI. 9). "ML" INDICATES 1-3 /4" WIDE MICROLAM LUMBER AS MANUFACTURED BY TRUSS JOIST MacMILLAN (OR EQUAL) HAVING THE FOLLOWING MINIMUM DESIGN PROPERTIES: E = 1,900,000 PSI, Fb 2600 PSI. ( CONTRACTOR OPTION: MAY USE "PARALLAM" ENGINEERED LUMBER OR EQUAL SIZE.) 10). ALL FLUSH FRAMED WOOD MEMBERS TO BE FRAMED WITH JOIST AND BEAM HANGER. ALL HOLES IN HANGERS TO BE FILLED WITH NAIL OR BOLT SIZE (AS RECOMMENDED BY MANUFACTURER) REQUIRED TO OBTAIN MAXIMUM SAFE WORKING LOAD OF CONNECTION. 11). ALL POSTS AND STUD COLUMNS AT ENDS OF BEAMS SHALL BE CONTINUOUS TO FOUNDATION, OR CENTERED OVER SUPPORT FRAMING BELOW. 12). ALL BUILT-UP BEAMS AND STUD COLUMNS TO BE SPIKED TOGETHER WITH 16D SPIKES AT 12" O.C. AS FOLLOWS: - UP TO 12" DEEP; ONE ROW TOP AND BOTTOM, STAGGERED. - GREATER THAN 12" DEEP; 3 ROWS, STAGGERED. 13). PROVIDE 2 JACK STUDS UNDER ALL BEAMS (AND LINTELS) AND 2 JAMB (THRU) STUDS EACH END UNLESS NOTED OTHERWISE ON PLANS. 14). ALL FRAMING EXPOSED TO THE WEATHER TO BE PRESSURE TREATED #2 GRADE SOUTHERN PINE OR BETTER. 15). ALL THRU-BOLTS TO BE ASTM A307, GALVANIZED. 16). ALL FLOOR SHEATHING TO BE MINIMUM 23/ 32" T&G STRUCTURAL GRADE PLYWOOD HAVING A MINIMUM 48 /24 PANEL SPAN RATING, GLUED AND NAILED TO SUPPORTING MEMBERS. FASTEN WITH 10d RING NAILS AT 6" O.C. ALONG PANEL EDGES AND 10" O.C. AT INTERIOR. 17). ALL WALL SHEATHING TO BE MINIMUM 15 /32" CDX EXTERIOR GRADE STRUCTURAL PLYWOOD HAVING A MINIMUM 32 /16" PANEL SPAN RATING. FASTEN WITH 8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR. ( CONTRACTOR OPTION: MAY USE SAME THICKNESS OSB INSTEAD OF PLYWOOD.) 18). ALL LALLY COLUMNS TO BE CONCRETE FILLED FULL HEIGHT AND ARE TO BE THE MINIMUM SIZE AS INDICATED ON PLANS. (ADJUSTABLE TYPE ARE NOT ALLOWED) 19). BCI JOISTS ARE ENGINEERED JOISTS MANUFACTURED BY THE BOISE CASCADE CORPORATION AND PROVIDED BY WOOD STRUCTURES, INC. IN BIDDEFORD, MAIN (1-800-339-0716). 20). ALL STRUCTURAL STEEL ASTM A572, GRADE 50 21). ALL STEEL BEAMS TO HAVE CONTINUOUS SOUTHERN PINE NAILER AT TOP AND BOTTOM FLANGE FASTENED WITH 1 /2" DIA. THRU-BOLTS AT 2'-0" O.C. STAGGERED, WIDTH OF NAILER TO MATCH FLANGE WIDTH. 22). PROVIDE SIMPSON H1 FRAMING ANCHORS AT ALL TRUSS AND RAFTER BEARING LOCATION 23). PROVIDE SIMPSON H10-2 FRAMING ANCHORS AT ALL RAFTER/ TIE BEARING LOCATION. 24). ALL ROOF TRUSSES TO BE DESIGNED FOR LOADS INDICATED IN ACCORDANCE WITH LATEST TPI AND BOCA CODE STANDARDS. 25). ALL ROOF TRUSSES ARE TO BE MANUFACTURED IN A TPI APPROVED PLANT, FIELD ASSEMBLED TRUSSES ARE NOT ALLOWED. 26). ALL ROOF TRUSSES TO BE TEMPORARY AND PERMANENTLY BRACED IN ACCORDANCE 27). MAINTAIN CONTINUOUS 1" DEFLECTION (SLIP) JOINT BETWEEN ALL FRAMING AT ROOF AND FLOOR AND NONBEARING INTERIOR PARTITIONS BELOW. 28). TRUSS SPACING SHOWN IS MAXIMUM, TRUSS MANUF. MAY REDUCE SPACING AS NECESSARY TO ACCOMMODATE LOADS SHOWN. 29). ALL POSTS / COLUMNS TO BE BLOCKED SOLID AT ALL (4) FOUR SIDES WHEN EXTENDING THRU CEILING AND/OR FLOOR FRAMING. (THIS IS TO KEEP COLUMN FROM BUCKLING.) 30). SOLID BLOCK ALL POSTS / COLUMNS FROM ABOVE TO BEARING BELOW. 31). AT ALL INTERIOR LOAD BEARING WALLS FROM ABOVE THAT BEAR ON BCI JOISTS BELOW, PROVIDE EITHER BCI JOIST BLOCKING BETWEEN EACH JOIST OR USE 2x4 "SQUASH BLOCKS" EACH SIDE OF EACH JOIST. (CUT "SQUASH BLOCKS" 1/ 16" TALLER THAN JOIST) FASTEN PER BCI SPECIFICATIONS 32). ALL BCI JOISTS MUST BE LATERALLY SUPPORTED AT THE ENDS, SEE BCI SPECIFIER'S GUIDE AND INSTALLATION GUIDE FOR MORE INFORMATION. 33). ALL HANGERS, FRAMING ANCHORS, AND METAL TIES ARE BY SIMPSON STRONG -TIE COMPANY, UNLESS NOTED OTHERWISE. Drawing: FIRST FLOOR FRAMING PLAN & SPEC. No. 3562 � WN6RiGGE. � "- NA Date: 12.23.03 Drawn by: JL Scale: 1 /4" = V-0" Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: PERMIT SET 12.23.03 @ 2003 MARGOLIS + FISHMAN, INC �1� 4 A-2.1 r� i i i for FIB &wl A°Ti�J4-E 14. SECOND FLOOR FRAMING PLAN 1 /4" = 1'-0" Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax:617.547-2501 Owner � iLE COP`: 24 Pardon Hill Road Dartmouth, MA 02748.1013 ed to the bkuil' inn rior to calling for 'won inspection or her constr=ion. NWQ MUST tiE KILT DING DURING THE THIS WORK. I DEPAWMEW 0 Der", o c lD III ran tSurvey wrist i� Ns F $uh"t"tt to the Bui!ing ' Kept (,) vile Deft. prior to calling for pt a fo�ndion inspection or any further construction. )NU -TUBE SIZE AND DEPTH ECTION IS REQUIRED BE -FORE HE CONCRETE IS POURED. Drawing: NXTomILDINGci o� SECOND FLOOR FRAMING RTIAL 35b2 CAMBRIDGE. i4 \\"4O� NA Sha be rting thip Aectee MINIMUM SPANS FOR HEADERS LOCATED OVER OPENINGS IN WALLS TABLE 3606.2.6 SIZE OF HEADER HEADERS IN BEARING WALLS HEADERS IN WALLS NOT SUPPORTING FLOORS OR ROOFS SUPPORTING ROOF ONLY ONE STORY ABOVE TWO STORIES ABOVE 2 x 4 4 2 x 6 6 4 2 x 8 8 6 - 10 2 x 10 10 8 1 6 12 2 x 12 12 10 18 16 "FOR SI: I INCH = 25.4 MM, I FOOT 304.8 MM" 1. NOMINAL FOUR -INCH THICK SINGLE HEADERS MAY BE SUBSTITUTED FOR DOUBLE MEMBERS. 2. SPANS ARE BASED ON NO.2 GRADE LUMBER @ TEN -FOOT TRIBUTARY FLOOR AND ROOF LOADS. Date: 12.23.03 Scale: 1 /4" = V-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: PERMIT SET 12.23.03 @ 2003 MARGOLIS + FISHMAN, INC D1 L: r� TUSE SaK At#D DEPTH 17N IS RL-OLURED BEFORE ONCRETE IS POURED. DING DEPARTMENT Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax:617-547-2501 Owner 24 Pardon Hill Road Dartmouth, MA 02748-1013 FIRE STOPPING 11EQU EW N 9 'enetratiens thru rated walls and floors stv l ba sealed with a materisd capal :e of preventing thi 7assage of flarnes and hot gasses when sub}ecteo o tho regWrernents of the Test StzW:^rd epscrac or Ftn StDM ASTM-E-Cl4. DpmwQ WAT IF- W"T WILDING DURINQ THE S OF THS WORK. )ING DEPARTMENT 0 Nrtrm'1111 FILE C01�10" .RTIAL 'ICE lie 'iL:'su i ►Ai! ng calling for Inspection or )nstruction. 1 A-2.0 ROOF FRAMING PLAN TOM Of IDAM-02W 141 ED A Cepy Of TiNs En cwl Plan east Be K.-Ep1 an site our! r , pa. Drawing: ROOF FRAMING PLAN i Ice;�i` j r No.3562 r � CAMUFIDiE. jy� �� MA c r Date: 12.23.03 Scale: 1/4" = 1'-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC TUSE SaK At#D DEPTH 17N IS RL-OLURED BEFORE ONCRETE IS POURED. DING DEPARTMENT Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax:617-547-2501 Owner 24 Pardon Hill Road Dartmouth, MA 02748-1013 FIRE STOPPING 11EQU EW N 9 'enetratiens thru rated walls and floors stv l ba sealed with a materisd capal :e of preventing thi 7assage of flarnes and hot gasses when sub}ecteo o tho regWrernents of the Test StzW:^rd epscrac or Ftn StDM ASTM-E-Cl4. DpmwQ WAT IF- W"T WILDING DURINQ THE S OF THS WORK. )ING DEPARTMENT 0 Nrtrm'1111 FILE C01�10" .RTIAL 'ICE lie 'iL:'su i ►Ai! ng calling for Inspection or )nstruction. 1 A-2.0 ROOF FRAMING PLAN TOM Of IDAM-02W 141 ED A Cepy Of TiNs En cwl Plan east Be K.-Ep1 an site our! r , pa. Drawing: ROOF FRAMING PLAN i Ice;�i` j r No.3562 r � CAMUFIDiE. jy� �� MA c r Date: 12.23.03 Scale: 1/4" = 1'-0" Drawn by: JL Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC E BASEMENT ELECTRICAL LAYOUT PLAN 114" = V-0" 3 a� 0 rn _A O 0 M O O 0 Margolis + Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner 24 Pardon Hill Road Dartmouth, MA 02748-1013 FIli.E COPI,' FIR �TQ•PPL f C UiI MET Penetratk0118, thru rated was and floors shad seafad with r a material capaVa of presenting th - Pmeage of flames and hot gasses when sub}ectec: to the requlremOnts Of the Tost Standard rpsaic fOf FtM 3toM ASTWE-614. 1011-11 i . TVV-Jill RECORD PLO A Ce y Ct DIS EndorrM Man Mast r't on Site �3 its An As Bot >i'-r-ey must be 6111htttted tO the Building Dept. prior `o caning, for fndtilon inspection or any further concton. ECTRICAL AND LIGHTING SYMBOLS :ANDESCENT RECESSED DOWNLIGHT CORATIVE INCANDESCENT EXT. LIGHT PANASONIC FV07VQ2 (FAN/LIGHT) ® PANASONIC FV07VQ2 (FAN) RECESSED INCANDESCENT WALL WASHER S SWITCH S 3 THREE WAY SWITCH S R DIMMER SWITCH DUPLEX OUTLET 4 DOUBLE DUPLEX OUTLET DOUBLE DUPLEX OUTLET 1/2 SWITCHED G.F.I. GROUND FAULT INTERRUPT OUTLET VOICE/DATA LINE —® CABLE LINE O SMOKE DETECTOR (HARD WIRED) ❑J JUNCTION BOX --� DOOR BELL -0 BELL —____= OVER VANITY INCANDESCENT FIXTURE 1x4 2-TUBE SURFACE MOUNTED T-8 FLUORESCENT FIXTURE EXTERIOR FLOOD LIGHT WITH MOTION DETECTOR EXTERIOR DUPLEX OUTLET - GFI RECESSED INCANDESCENT LIGHT O WATERPROOF SHOWER LIGHT RECESSED TRACK LIGHTING (0 DECORATIVE INCANDESCENT HANGING INTERIOR LIGHT GARAGE DOOR OPENER w/ LIGHT &ONO-TU$E Sij AUD DEPTH INSFECTfON IS R'_QUIg,Ep 8*:FGE THE CONCRETE IS POUND tIALDING DEPARTMENT 'fin a Der"oufh YOUR T THS BuNa �'�T PnOQ�S OF 74S WORK. UQ THE !' ru)#j3 Drawing: BASEMENT ELECTRICAL LAYOUT PLAN j.. o a No. 3562 fG `� CAMEO{UG 1. �- Date: 1/2.23.03 Scale: 1 /4" = V-0" Drawn by: JA Checked By: JMG File Name: 2003-190 plans current.dwg 2003-190 Job Number: Revisions: No. Date: By: -1-11/12/03 -JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC KEYPA U c m L LL 0 IM O In tM O O N N N w `o 0 LL 12 LL w m 3 c U N C f� O. O O A O O N C U 0 0 a U a� U Q O �N N r✓ 3 a� O rn _M O O M O -O V V FIRST FLOOR ELECTRICAL LAYOUT PLAN 1 /4" = 1'-0" I I I TOPM OF A e�'py � Tb ,:; E, r Sian 6'diaf DUri 3' tits, War Ie W.,.r THC' BUILDING DURING THE PWQ0 --W OF THIS WORIK. rVXA .NQ DEPARTMENT ItR'"ofDmtr" SONO-TUBS SLU AND DEPTH I"ECT►ON IS REQUIRED SEFagE THE CONCRETE IS POURED. MLDWG DEPARTMENT . Of mmmouth STOPPLNG RE ULuniE T s thrU feted w s and floors sh,,A bc, a material Capable of Preventing thf> flamOs and hot g 8s9s when sub} &,&0 remenfs. of gle Tes# Stand4ard rpeor o ASTIR-E-E114. An As Built S; : vey e°>- he lluhitted to tiac fuil�in� Dept. prior to calling for a foundwon inspection or a T further construction. Margolis+ Fishman Mar'olis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner 1 WHN I• 24 Pardon Hill Road Dartmouth, MA 02748-1013 `�G Drawing: FIRST FLOOR ELECTICAL LAYOUT PLAN No. 3562 CAML<4t MA .�1T�r c� Date: 12.23.0$ Scale: 1 /4" = 1'-0" Drawn by: JA Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: _1-11112/03 _JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC f- 4 d C C t9 E s ii 0 rn ICU 0 ci co O 0 N a U m w `0 0 c U a� W 3 c t U C (C a 0 M 0 0 N U a U 3 a� 0 rn 0 0 M O 7 SECOND FLOOR ELECTRICAL LAYOUT PLAN 114" = V-0" EC00 PLAN A Copy C', Ties E-Md Plan roust a al pot si o #tU i 5 " DRAldlid O WXT 8E W"T THE BUILDING DURING THE PWGREW OF THIS WORK. rUILDlNG DEPARTMEN"i' lbnt of 11E � REQUI�D I=�� THE CONCRETE IS pour ED' MJILDING DEPARTMEN-r Tar"h of Danmauqj NOTTe-"41-1 An As uZi e "j7t' y Dept• prior to calling for a f0tul4i2tion inspection or "ny'further Constrixtion. FIRE STO'PtNt,- lQ QUIREAttEtdT P"31MWns thrU rated walls and floors stmq be 'seated with a material CePaNO Of Preventing th^ PassQ-^ga Of flames and hot gasses when SLING&ted to the regWrsmants of the Test Standsrd , fir s, St"m ASTM-E-814. Margolis+ Fishman Margolis+Fishman, Inc. Architects and Planners 955 Massachusetts Avenue Cambridge, Massachusetts 02139 Tel: 617-492-0200 Fax: 617-547-2501 Owner 14*Jim a M1 114 il I Pardon Hill Road Dartmouth, MA 02748-1013 Drawing: SECOND FLOOR ELECTRICAL LAYOUT -PLAN No.3562 �0 �j CAM64.DGE. .�� y` MA ►�O�h;F Date: 12.23.03 Scale: 1/4" = V-0" Drawn by: JA Checked By: JMG File Name: 2003-190 plans current.dwg Job Number: 2003-190 Revisions: No. Date: By: -1-11/12/03 -JDA PERMIT SET 12.23.03 © 2003 MARGOLIS + FISHMAN, INC i� ■