The URL can be used to link to this page

Home My WebLink AboutBLD-19-39672 C 0 v 1 •'F 2 V 16-0" N A3.2 24'-0" 2 A4.3 16-0" F 3 Roof FramingPlan Scale: 1/4" = 1 -0, C p E A3.2 I ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) iTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED Slm3 s ROOF A3.1 i FRAMING PLAN I I I I r CONSTRUCTM DOCUMENTS PLOT DATE: DEC. 18, 2018 II 2x12" RUUF RAF tR5 (G_D 24"o.c. II I II I LAY OVER FRAMING i II 3/4" SHEATHING II II II \ \\ N T M ------- — \\ — -- `i; — ___ --- --'r--'----- r------- + --- {I !I------------I-----------ja-----------!I ------�I--- 'I 11 'I -- -- t j 2x10" RED CEDAR TAILS @ 24"o -c. \ \ ------ —— — — — 1x6" RED CEDAR T&G I I /� _ ------ -- ----- -- -- 3 I 2 1 —I A�STO 1 A4. -- A4.3 A4.1 ci —_— --- — ci -- ------ — —--------- � ci A4.1 — 0 6 o N N d - U) ~ ' (n Z I I w� L WT LL W- — ....._.. — ----=.Q = T: Q= �QP�'�� QU? 0 0 cn I I I ��/ LU 0W: LU UU- OM_--- .r....................i.... I. `G oM -.o — ��Ji..,..... I I I I I ----� 04 o N � I I I I 9�, N -'N 1 II 2x12" ROOF RAFTERS 24"o.c.11 II II II 1 II 13/4" SHEATHINdl II II II 5 ----------'-I-------- { !I------JI--•----�I--- ----- I --!I �{ \ 2x10" RED CEDAR TAILS 24"o.c. I \ 1x6" RED CEDAR T&G I 1 I 3 Roof FramingPlan Scale: 1/4" = 1 -0, C p E A3.2 I ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) iTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED Slm3 s ROOF A3.1 i FRAMING PLAN I I I I r CONSTRUCTM DOCUMENTS PLOT DATE: DEC. 18, 2018 SIMI -11P RAFTER TO POST. 'SON OR EQUAL, TYP OST 04, ,C 0 2C rN C3 C? C4 ..... ..... ..... ..... ................ ..... ..... ............ ...................... ... . . ..... ......... Second Floor Framing Plan Scale: 1/4" 1'-0" ENTRY COURT r AA 2 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference— 1-+-� NORTH Arch. Proj. 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale'. AS NOTED S102 SECOND FLOOR FRAMING PLAN CONSTRUCTW DOCUMENTS PLOT DATE: DEC. 18, 2018 4 N,� FT691 ZJ PATIO CANTILEVERED BEAM A4.?) �, CQ ( DB CE F 16-0"A rk -194 M M 24'-0" BALCONY, 2x6" FLOOR JOISTS, 161-011 3: 2 A4.�2 ..... ...... ...... ..... ..... ..... 4.3 . ..... ..... ..... ..... .... ..... ...... ..... ...... ... ...... ...... ...... 11 7/8" (�P SHOWER T.J.I. FRAMING RECESS. I I I I I I I I I I 1 I I I I : 4 3 A4.1 A .1 - + 23'-1 SPAN I . : . ............ ... . ....................... (2) 2x10" ............................... 7 .............. ................. (2) 2x1 0" .................. (3) 2x12" P.T. w/ 11/2 110" GALV. STL PLATE 4 U. 911� ,0PO w/ 2 - 1/2"dia 11-1 �BOLTSS @ 24" 2X10" RED CEDAR DECK JOISTS (P-. �i24"O.C.zo. ON 6-1 5/8" SP AN: i+/- 6-1 5/8" SPAN 6-1 5;81" SPAN: (2) 14" LVL (FLUSH) (2) 14" LVL (FLUSH) (2) 14" LVL (FLUSH) DINING ROOM Lj I U) �00 ... ..... ... . .... . ... ... ... ... .. . .. .... . ..... ..... 11'4" x 157' lcl�vvll U. 0. 21 > (2) :j .. .... ..... ..... . . . ... ..... ... . . .. . . ..... .... ..... ..... . ..... ... ... ..... t1 14" VL (FLUSH) 14" LVL (FLUS H), DBL @ OPENINGSDBL 14" ENGINEERED FLOOR JOISTS 16"O.C. 9 OPENINGS I ILIVINGI RO Omi z I 0 I � M ", \ INVERTED HANGER IL 1 197' 22'4V I cn I i I I STUDY 5 U).: FTO 27 -j LL < I c\jI I ji 21'5" x 157' KITCHEN gn + 4 C3 C? C4 ..... ..... ..... ..... ................ ..... ..... ............ ...................... ... . . ..... ......... Second Floor Framing Plan Scale: 1/4" 1'-0" ENTRY COURT r AA 2 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference— 1-+-� NORTH Arch. Proj. 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale'. AS NOTED S102 SECOND FLOOR FRAMING PLAN CONSTRUCTW DOCUMENTS PLOT DATE: DEC. 18, 2018 4 N,� FT691 ZJ CANTILEVERED BEAM A4.?) �, CQ 14'6" x 157' rk -194 M M BALCONY, 2x6" FLOOR JOISTS, '-10 1/4" 3 8 1/4" BELOW 2nd FLOOR. 11 7/8" (�P SHOWER T.J.I. FRAMING RECESS. I I I I I I I I I I 1 I I I I : 4 3 A4.1 A .1 I . : CO Ln D 7 i3) . (FLUSH (2) 11 7/8" LVL w/ BOTTOM) U. C3 C? C4 ..... ..... ..... ..... ................ ..... ..... ............ ...................... ... . . ..... ......... Second Floor Framing Plan Scale: 1/4" 1'-0" ENTRY COURT r AA 2 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference— 1-+-� NORTH Arch. Proj. 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale'. AS NOTED S102 SECOND FLOOR FRAMING PLAN CONSTRUCTW DOCUMENTS PLOT DATE: DEC. 18, 2018 POST TO FOUNDATION -WJP r1® 24'-0" 2 E 16'-0" D�F ciFloor r0 �, �n Plan 1 Scale: 1 14 0 F is 1 2 1 5 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) ITH Arc -h. Proj. 21831 Drawn By: SIVI/NG Issue Date: DEC. 18, 2018 Scale.- AS NOTED S1 0 1 FIRST FLOOR FRAMING PLAN CONSTRUC70N DOCUMENTS PLOT DATE: DEC. 18, 2018 us --1x4" WD FASCIA ----2z1a" RED CEDAR RAFTER TAIL RED CEDAR TRIM BOARDS C.I.P. POST HOLD DN,----,, SEE S1.1. 1 1 A4.3 0 v 2 — (A 02 R 16'-0" B a N A3.2 QxQ 2 A4.3 57'-5" 22'-7" E HEAKIN 17'-5" 0 Foundation Plan Scale: 1/4" = V-0" c NOTES: - WALL FOOTING TO BE 24" WIDE, 12 DEEP UNLESS NOTED OTHERWISE. - FOUNDATION WALLS TO HAVE THREE ROWS (TOP, MID & BOTTOM) OF #4 REBAR. - FOUNDATION WALLS TO BE 12" THICK UNLESS NOTED OTHERWISE. - PROVIDE 2' THREADED ROD @ HOLD-DOWN LOCATION IN FOUNDATION UPTURN. FOOTING TYPES: F1 3'x3'x12"-5#4 B.E.W. F2 4'x 4'x 18" - 7 #4 B.E.W. 2 S A3.1 0 0 EO i Lm 21'-5" MA F r; 1 1 2 1 5 E A3.2 S ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) NORTH Arch. Proj. #: 21831 Drawn By: SM / NG Issue Date_ DEC. 18, 2018 Scale: AS NOTED S100 FOUNDATION PLAN CONSTR C TO DOCUMENTS PLOT DATE: DEC. 18, 2018 a'TCONC.SLAB 2' RIGID INSULATION 2x4" P.T. SILL PLATE EXPANSION FILLER ALONG PERIMETER WALL _...._KEYWAY a m 12 x 24' C.I.P. FNDN FTG - - - — - RADON PIPING, 4" PERFORATED w ------PERIMETER DRAIN, 4" PERFORATED _- ------_ ---...-- 15 MIL VAPOR RETARDER, TAPED SEAMS � Wall y .TYP Scale:3l4" C.I.P. POST HOLD DN,----,, SEE S1.1. 1 1 A4.3 0 v 2 — (A 02 R 16'-0" B a N A3.2 QxQ 2 A4.3 57'-5" 22'-7" E HEAKIN 17'-5" 0 Foundation Plan Scale: 1/4" = V-0" c NOTES: - WALL FOOTING TO BE 24" WIDE, 12 DEEP UNLESS NOTED OTHERWISE. - FOUNDATION WALLS TO HAVE THREE ROWS (TOP, MID & BOTTOM) OF #4 REBAR. - FOUNDATION WALLS TO BE 12" THICK UNLESS NOTED OTHERWISE. - PROVIDE 2' THREADED ROD @ HOLD-DOWN LOCATION IN FOUNDATION UPTURN. FOOTING TYPES: F1 3'x3'x12"-5#4 B.E.W. F2 4'x 4'x 18" - 7 #4 B.E.W. 2 S A3.1 0 0 EO i Lm 21'-5" MA F r; 1 1 2 1 5 E A3.2 S ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) NORTH Arch. Proj. #: 21831 Drawn By: SM / NG Issue Date_ DEC. 18, 2018 Scale: AS NOTED S100 FOUNDATION PLAN CONSTR C TO DOCUMENTS PLOT DATE: DEC. 18, 2018 STRUCTURAL SPECIFICATIONS I. GENERAL SPECIFICATION INFORMATION 1.1 GENERAL REQUIREMENTS: A. THE CONTRACTOR SHALL COORDINATE WORK WITH THAT OF OTHER TRADES AFFECTING OR z B. e C. AFFECTED BY THE WORK INCLUDED UNDER THIS SECTION AND SHALL COOPERATE WITH SUCH TRADES, THE TESTING AGENCY, THE GENERAL CONTRACTOR TO ASSURE THE STEADY AND TIMELY PROGRESS OF THE WORK. D. THE CONTRACTOR AGREES TO ACCEPT THE RESULTS OF ANY TESTS SECURED BYA QUALIFIED TESTING AGENCY ENGAGED BY THE OWNER. E. WHERE REFERRED TO, STANDARD SPECIFICATIONS OF TECHNICAL SOCIETIES, MANUFACTURER'S ASSOCIATIONS, AND FEDERAL AGENCIES SHALL BE THE LATEST EDITION AND INCLUDE ALLAMENDMENTS CURRENT AS OF THE DATE OF ISSUE OF THESE SPECIFICATIONS. F. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT/ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. G. ARCHITECTURAL, STRUCTURAL AND MEP DRAWINGS MUST BE USED IN CONJUNCTION DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR SHALL REPORT ANY DISCREPANCIES. H. ALL METHODS OF CONSTRUCTION, NOTES, ETC. INDICATED ON DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 1.2 ABBREVIATIONS AND STANDARDS: A. ABBREVIATIONS: ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY CRSI CONCRETE REINFORCING STEEL INSTITUTE IBC INTERNATIONAL BUILDING CODE MSBC MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION B. NATIONAL STANDARDS REFERRED HEREIN ARE INCLUDED TO ESTABLISH RECOGNIZED QUALITY ONLY. EQUIVALENT QUALITY AND TESTING STANDARDS WILL BE ACCEPTABLE SUBJECT TO THEIR TIMELY SUBMISSION, REVIEWAND ACCEPTANCE BY THE ENGINEER. C. STANDARDS: THE CONTRACTOR SHALL HAVE IN HIS POSSESSION AND SHALL KEEP AVAILABLE IN HIS FIELD OFFICE, THE FOLLOWING STANDARDS AND RECOMMENDED PRACTICES (LATEST EDITIONS AND/OR EDITION INDICATED BELOW) TO WHICH REFERENCE MAY BE MADE HEREIN AND TO WHICH HE SHALL CONFORM, EXCEPT WHERE OTHERWISE REQUIRED BY THIS SPECIFICATION. 1. MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION 2. INTERNATIONAL BUILDING CODE, 2015. 3. AMERICAN CONCRETE INSTITUTE (ACI) 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 5. AMERICAN WELDING SOCIETY (AWS) 6. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) 7. MASSACHUSETTS STATE BUILDING CODE, 9TH EDITION 1.3 DESIGN CRITERIA: A. BUILDING CODES AND DESIGN STANDARDS: MASSACHUSETTS STATE BUILDING CODE, 9TH ED - INTERNATIONAL BUILDING CODE IBC 2015 - MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-05. - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-08. - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 360-05. B. LIVE LOADS - TYPICAL 40 PSF C. SNOW LOADS GROUND SNOW LOAD Pg = 35 PSF - SLOPED -ROOF SNOW LOAD Ps = 30 PSF -SNOW EXPOSURE FACTOR Ce = 0.9 - SNOW LOAD IMPORTANCE FACTOR Is = 1.0 -THERMAL FACTOR Ct = 1.0 D. WIND LOAD BASIC WIND SPEED V = 140 MPH - WIND LOAD IMPORTANCE FACTOR Iw = 1.0 BUILDING OCCUPANCY CATEGORY II - WIND EXPOSURE CATEGORY C -SURFACE ROUGHNESS CATEGORY D E. SEISMIC LOAD - SEISMIC IMPORTANCE FACTOR le = 1.0 - SEISMIC DESIGN CATEGORY X - MAPPED SPECTRAL RESPONSE Ss = 0.20 ACCELERATIONS S1 = 0.054 - SITE CLASS B - SPECTRAL RESPONSE COEFFICIENTS SDS = 0.67 SD1 = 0.036 1.4 CONSTRUCTION GENERAL NOTES: A. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODES AND DESIGN STANDARDS TO SUPPORT IN-PLACE DESIGN LOADS IN THE COMPLETED STRUCTURE. PROVIDE ADDITIONAL SUPPORTS OR TEMPORARY SHORING/BRACINGS FOR THE STRUCTURE, AS NEEDED, DUE TO THE FORCES IMPOSED DURING CONSTRUCTION. B. PRINCIPAL OPENINGS THROUGH FLOORS ARE SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE OTHER OPENINGS, INSERTS, SLEEVES, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS WITH ARCHITECTURAL AND MEP DRAWINGS. C. EXISTING CONDITIONS INDICATED ON THE DRAWING ARE SHOWN TO THE BEST OF OUR KNOWLEDGE. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING FROM THE CONSTRUCTION MANAGER AVAILABLE EXISTING DRAWINGS AND VERIFYING THEIR ACCURACY IN THE FIELD. IF ANY UNFORSEEN OBSTRUCTIONS ARE ENCOUNTERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE CONSTRUCTION MANAGER AND RECEIVE DIRECTION ON HOW TO PROCEED. D. FOR ALTERNATES, ALLOWANCES, AND ADJUSTMENTS DUE TO CONDITIONS THATARE DIFFERENT FROM WHAT IS SHOWN ON THE DRAWINGS, SEE SPECIFICATIONS. 11. FOUNDATIONS PART 1 - GENERAL 1.1 SCOPE OF WORK: A. EXCEPT FOR THAT SPECIFICALLY EXCLUDED BELOW, THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED FOR THE COMPLETE FABRICATION OF FOUNDATIONS INDICATED ON CONTRACT STRUCTURAL DRAWINGS, AND AS SPECIFIED HEREIN. B. FOOTINGS/FOUNDATION DESIGN BASED ON MINIMUM SOIL BEARING CAPACITY OF 2,000 PSF. C. BACKFILL BENEATH FOUNDATIONS HALL CONSIST OF A GRAVEL BORROW OR CRUSHED STONE AND SHALL BE PLACED IN LAYERS NOT TO EXCEED 9" AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. D. PROVIDE ALL NECESSARY SHEETING, SHORING, AND BRACING AS REQ'D TO PREVENT LATERAL AND VERTICAL DISPLACEMENT OF EXISTING SOIL. E. BACKFILLING OPERATION BEHIND RETAINING WALLS SHALL START ONLY AFTER WALLS HAVE ATTAINED THEIR DESIGN STRENGTH. F. FOR WALLS HAVING FILL ON EACH SIDE, BACKFILL OPERATION SHALL PROCEED SIMULTANEOUSLY IN UNIFORM LIFTS. DIFFERENTIAL ELEV OF THE TOP OF LIFTS ON EACH SIDE SHALL NOT EXCEED 2'-011 . G. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. H. THE SOIL BELOW FOOTINGS SHALL BE PROTECTED FORM FREEZING DURING CONSTRUCTION. I. ALL WOOD FRAMING (SILL PLATES, FLOOR SYSTEM, WALLS, ETC) TO BE ANCHORED TO THE FOUNDATION WITH 1/2"0 BOLTS PLACED 6'-0" O.C. AND NOT MORE THAN TWELVE INCHES FROM CORNERS. BOLTS SHALL EXTEND A MINIMUM OF SIX INCHES INTO MASONRY OR EIGHT INCHES INTO CONCRETE. J. A PERIMETER SILL SEAL SHALL BE PROVIDED UNDER ALL EXTERIOR SILLS OR WALLS ANCHORED TO CONCRETE. K. BULKHEAD SIZE SHALL BE DETERMINED IN THE FIELD. L. FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT INCHES ABOVE THE FINISHED GRADE WHERE IT ABUTS THE FOUNDATION. EXCEPTION: WHERE EXTERIOR MASONRY VENEER IS USED, FOUNDATION WALL SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE FINISHED GRADE. M. DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS ENCLOSING HABITABLE OR USABLE SPACES LOCATED BELOW GRADE. EXCEPTION: A DRAINAGE SYSTEM IS NOT REQUIRED WHEN THE FOUNDATION IS INSTALLED ON WELL -DRAINED GROUND OR SAND -GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM GROUP 1. 111. CONCRETE PART 1 - GENERAL 1.1 SCOPE OF WORK: A. EXCEPT FOR THAT SPECIFICALLY EXCLUDED BELOW, THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED FOR THE PLACEMENT OF CONCRETE. PART 2 - PRODUCTS 2.1 MATERIALS: A. CONCRETE SHALL CONFORM TO ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. B. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS, AT 28 DAYS: 1. BASEMENT WALLS & FOUNDATIONS (NOT EXPOSED TO WEATHER) 3,000 PSI. 2. BASEMENT & INTERIOR SLABS ON GRADES 3,000 PSL 3. BASEMENT, FOUNDATION, EXT. & OTHER WALLS (EXPOSED TO WEATHER) 3,000 PSI 4. PORCHES, STEPS, CAR PORTS, & GARAGE SLABS (EXPOSED TO WEATHER) 3,500 PSI C. CONTROLLED CONCRETE SHALL BE USED AND SHALL BE PROPORTIONED, MIXED AND PLACED UNDER SUPERVISION OF AN APPROVED CONCRETE TESTING AGENCY. D. PROTECTIVE COVER FOR REINFORCEMENT IN FORMED SLABS TOP AND BOTTOM TO BE 2". E. STANDARD REINFORCING BARS SHALL CONFORM TO ASTM 615-60, SPECIFICATIONS FOR DEFORMED BILLET STEEL BARS FOR CONCRETE REINF WITH 60,000 PSI MINIMUM YIELD POINT. F. THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT: 1. CONCRETE AGAINST EARTH 3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER WITH #5 OR SMALLER 1 1/2" #6 OR LARGER 2" 3. CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS OR WALLS 3/4" BEAMS & COLUMNS 1 1/2" HAN 1 :3 - EALUU I IUN 3.1 GENERAL: A. PROVIDE KEYS ATALL CONSTRUCTION JOINTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. B. CHAMFER EXPOSED CONC CORNERS 3#4"x45 DEGREES, UNLESS pTHERWISE NOTED. C. ALL NECESSARY SLEEVES AND INSERTS ARE TO BE FURNISHED AND PLACED BY THE VARIOUS TRADES IN FULL COOPERATION WITH THE CONTRACTOR. D. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, AND ELECTRICAL DRAWINGS AND THESE DRAWINGS SHALL BE REFERRED TO FOR SIZES AND LOCATION OF OPENINGS, BENTS, PIPES, INSERTS, AND HANGERS E. CUT NO BARS, OMIT NO BARS ON ACCOUNT OF SLEEVES OR DUCT OPENINGS IN FLOORS EXCEPT AS SPECIFICALLY DETAILED ON THE DRAWINGS. BARS MAY BE MOVED ASIDE WITHOUT CHANGE OF LEVEL. F. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR TESTING AGENCY THAT THE REINFORCEMENT IS COMPLETE AND READY FOR INSPECTION AT LEAST 24 HOURS IN ADVANCE OF CONCRETE PLACEMENT. G. PRIOR TO REQUESTING INSPECTION OF REINFORCING, THE CONTRACTOR SHALL HAVE COMPLETED ALL NECESSARY WORK, INCLUDING THE WORK OF OTHER TRADES, THE ERECTION OF CONSTRUCTION JOINT DAMS AND THE THOROUGH CLEANING OF ALL FORMS IN THE AREA INVOLVED. H. ALL CONCRETE SURFACES SHALL BE COMPLETELY CLEANED OF ANY DIRT, TRASH OR TO THE CONTAMINATION TO THE SURFACE BEFORE PLACING NEW CONCRETE. IV. STRUCTURAL STEEL PART 1 - GENERAL 1.1 SCOPE OF WORK: A. EXCEPT FOR THAT SPECIFICALLY EXCLUDED BELOW, THE WORK NDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED FOR THE COMPLETE FABRICATION, TRANSPORTATION, AND ERECTION OF ALL STRUCTURAL STEEL INDICATED ON CONTRACT STRUCTURAL DRAWINGS, AND AS SPECIFIED HEREIN. 1. CONNECTION DESIGN AND DETAILING, SHOP DRAWINGS FABRICATION, SURFACE PREPARATION, TRANSPORTATION, ERECTION, ARE HEREBY INCLUDED. PART 2 - PRODUCTS 2.1 MATERIALS: A. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS OTHERWISE SHOWN: 1. ROLLED SHAPES, COLUMNS, BEAMS, TEES, & GIRDERS ASTM A992 2. CHANNELS ASTM 4572, GRADE 50 3. ANGLES, PLATES, STAIR STRINGERS ASTM A36 4. HOLLOW STRUCTURAL SHAPES ASTM A500, GRADE B B. WELDING RODS SHALL CONFORM TO AWS D1.1. C. HIGH STRENGTH BOLTS SHALL BEASTM A325 AND CONFORM TO FHE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (ENDORSED BYAISC). D. GALVANIZING PAINT REPAIR SHALL BE ZRC GALVANIZING COMPOUND BY ZRC PRODUCTS COMPANY, ZIRP BY DUNCAN GALVANIZING, OR EQUAL, AND CONFORM TO THE REQUIREMENTS OFASTM A780, V. WOOD PART 1 - GENERAL 1.1 SCOPE OF WORK: A. WORK INCLUDED: PROVIDE WOOD STUDS AND/OR JOISTAND ACCESSORIES AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 1.2 SUBMITTALS: A. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. B. MANUFACTURER'S PRODUCT INFORMATION AND OTHER DATA NEEDED TO PROVIDE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES ON THE WORK. 1.3 QUALITY ASSURANCE: A. CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY JONTROL OVER ALL FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION. PART 2 - PRODUCTS 2.1 MATERIALS: A. ALL WORK SHALL MEET THE REQUIREMENTS OF THE LATEST EDITIONS OF THE FOLLOWING: 1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION FOR THE DESIGN OF WOOD STRUCTURAL MEMBERS. B. ALL CONVENTIONAL AND LUMBER FRAMING MEMBERS SHALL BEI DOUGLAS -FIR -LARCH. PROPERTIES TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION C. ALL PRESERVATIVE PRESSURE TREATED LUMBER TO BE SOUTHERN YELLOW PINE NO. 2 OR BETTER. D. UNLESS OTHERWISE NOTED, ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH THE GOVERNING BUILDING CODE. E. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY AND ALL MEMBERS EXPOSED TO WEATHER OR MOISTER SHALL BE PRESSURE TREATED. F. ALL NON -PRESSURE TREATED WOOD SHALL BE KILN DRIED TOAIMOISTURE CONTENT OF 19 PERCENT OR LESS. G. DOUBLE FLOOR JOISTS SHALL BE PROVIDED UNDER ALL PARTITION OVER T-0" LONG WHICH RUN PARALLEL TO THE SPAN OF THE FLOOR JOISTS. H. ALL POSTS SHALL BE (VERTICALLY) BLOCKED THROUGH HE FLOOR CONSTRUCTION AT ALL LEVELS, TO THE TOP OF FOUNDATION WALL OR SUPPORTING BEAM BELOW. I. ALL STUD WALLS, BEARING AND NON-BEARING, SHALL HAVE ON ROW OF CONTINUOUS 2X SOLID BLOCKING BETWEEN STUDS, MID -HEIGHT, AND AT LOCATIONS FOR PROPER ATTACHMENT OF CABINETS, COUNTERS, FIXTURES, APPLIANCES, ETC. J. ALL CONCEALED SPACES OF WOOD STUD WALLS, INCLUDING FURRED PARTITIONS, ARE TO BE BLOCKED/FIRE STOPPED AS REQ'D, AT THE CEILINGS AND FLOOR AND ROOF LEVELS. K. RAFTERS SHALL NOT BE NOTCHED OR CUT TO ACCEPT KNEE WALLS. RAFTERS SHALL REMAIN FULL DEPTH AND THE TOP OF THE WALL SHALL RECEIVE TAPERED BLOCKING OR AN ANGLED TOP PLATE OR ATTACHMENT TO THE RAFTERS. L. ALL OTHER FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT APPROVAL. M. WHERE REQ'D BE CONTRACT DOCUMENTS, ALL METAL CONNECtORS FOR WOOD CONSTRUCTION INCLUDING BUT NOT LIMITED TO: JOIST, BEAM AND SADDLE HANGERS, POST AND COLUMN BASES AND CAPS, BRIDGING, HOLDDOWNS, HINGE CONNECTORS AND STRAPPING, SHALL BE HOT -DIPPED GALVANIZED (HDG) METAL SHAPES AS MANUFACTURED BY'SIMPSON STRONG -TIE COMPANY, INC' AND BE ATTACHED PER THE "SIMPSON STRONG -TIE" SPECIFICATIONS. N. ALL BOLTS, NAILS, SCREWS, CONNECTORS, ETC., EXPOSED TO MOISTURE, WEATHER, OR IN CONTACT WITH PRESERVATIVE PRETREATED LUMBER, ARE TO BE STAINLESS STEEL OR HDG. O. ALL OSB AND PLYWOODS SHALL BE APA PERFORMANCE RATED AND SHALL BEAR THE APA PERFORMANCE SPECIFICATIONS AND REGISTERED TRADE MARK. VI. ANCHORS PART 1 - GENERAL 1.1 SCOPE OF WORK: A. WORK INCLUDED: PROVIDE ANCHORS AND ACCESSORIES AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED FOR ACOMPLETE AND PROPER INSTALLATION. 1.2 SUBMITTALS: A. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS SECTION. B. MANUFACTURER'S PRODUCT INFORMATION AND OTHER DATA N EDED TO PROVIDE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ARCHITECT, WILL BECOME THE BASIS FOR ACCEPTING OR REJECTING ACTUAL INSTALLATION PROCEDURES ON THE WORK. 1.3 QUALITY ASSURANCE: A. CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY ONTROL OVERALL FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENT AGENCIES HAVING JURISDICTION. I PART 2 - PRODUCTS 2.1 MATERIALS: A. HURRICANE ANCHORS, SHALL BE SIMPSON STRONG -TIE OR APP OVED EQUAL. B. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. INCORRECT FASTENER SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. C. UNLESS NOTED OTHERWISE, SCREWS MAY NOT BE USED TO REPLACE NAILS IN CONNECTIONS UNLESS APPROVED BY THE ENGINEER. D. WHEN STAINLESS-STEEL CONNECTIONS ARE USED, USE STAINLESS-STEEL FASTENERS. WHEN USING HDG CONNECTORS, USE FASTENERS THAT MEET THE ZINC COATING SPECIFICATIONS OF ASTM A153. E. THE PROPER USE OF CERTAIN FASTENERS REQUIRES THAT THE PRODUCT BE BENT. FOR THOSE PRODUCTS, INSTALLERS MUST NOT BEND THE PRODUCT MORE THAN ONE TIME (ONE FULL CYCLE). PART 3 - EXECUTION 3.1 INSPECTION: A. THE FABRICATOR/ERE TOR SHALL EXAMINE ALL WORK BY 0TH RS TO RECEIVE THE WORK OF THIS SECTION AND REPORT ANY DEFECTS AFFECTING INSTALLATION TO THE GENERAL CONTRACTOR FOR CORRECTION. 3.2 INSTALLATION: j A. USE THE MATERIALS SPECIFIED IN THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SPECIFICATIONS. B. FILLALL FASTENER HOLES AS SPECIFIED. C. DO NOT OVERDRIVE NAILS. OVERDRIVEN NAILS CAN REDUCE SEAR CAPACITY. D. DO NOT ADD FASTENER HOLES OR OTHERWISE MODIFY THE CONNECTOR. E. BOLT HOLES SHALL BEAT LEASTA MINIMUM OF 1#32" AND NO MORE THAN A MAXIMUM OF 1#16" LARGER THAN THE BOLT DIAMETER. F. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING CONNECTION. G. JOINTS SHALL BEAR COMPLETELY ON THE CONNECTOR SEATAND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED 1#8:". H. FOR HOLDDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER -TIGHT PLUS 1#3 TO 1#2 TURN WITH HAND WRENCH, WITH CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER -TORQUE THE NUT. IMPACT WRENCHES SHOULD NOT BE USED AS THEY MAY PRELOAD THEHOLDDOWN. I. FOR COLD -FORMED STEEL APPLICATIONS, ALL SCREWS SHALL 13E INSTALLED WITH THE SCREW MANUFACTURER'S RECOMMENDATIONS. J. NUTS SHALL BE INSTALLED SUCH THAT THE END OF THE THREADED ROD OR BOLT IS AT LEAST FLUSH WITH THE TOP OF THE NUT. K. WHEN INSTALLING HURRICANE TIES ON THE INSIDE OF THE WALL SPECIAL CONSIDERATIONS MUST BE TAKEN TO PREVENT CONDENSATION ON THE INSIDE OF THE COMPLETED STRUCTURE IN COLD CLIMATES. ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) �t z ^ 3 Nrotesslonal Seal _Rev # _Date_ _Reference Arch. Proj. #'. 21831 Drawn By: SM/NG Issue Date_ DEC. 18, 2018 Scale: AS NOTED FRAMING NOTES CONSTRUCTION DOCUMENTS PLOT DATE: DEC. 18, 2018 ...._..WW_..v.......... .__....... =..............._...... ............................ ............................... ------------------------ I .. . ... ..... .... `\ \ _ ' I .. _ ...... .. . ... .._.. .... ...... __..� ._ �#.____ fl: i ............... _____ __________ _________ I \, f. ... ........ ......._ __ h. .... i . ... a. ti ii I { r } EGF�ESS ? I ! 2� _ . ........................,,. ........ I � I I I -..._-,. .- ,.,k _ . _ 1 --- ----- __................................. MASTER i' '`s a Op ° I 9 E :� � i t I• 3 tt € � I � � � I E e / p 3 i t 1 i ,V' I i .. i . i:<.,`,............... ... „�<.,.,«a_ ax«, <e.<«,a.-.«a<,- .>:� n-..«. «,<,, »..:.,..,<-..,,:.,�.r..�,., ....................... ..... CO i >f I 11 OSMK I�s I \ 3 t i _ is <: k jj t f FIM _:'.. _ __.. .. i �-... .::� t �,..�,..-.....,.:wry_._._.. f . h I >F ...... r>...n-�,.,,. f <' =f•� q �\ I 1 f ) 3 p I I 3 SII �I � I �`�'�• I I I i sj j 1 t �. @. ._ .....>..................................' ........... ;t.. —__ I s � j it 3 ,....n.- �... ii .�.-,.�....,. �...��.._�..�..�.....��..--. ..�..�..�..... -�.� �..�. _�. .n...�r 3 i Second Floor Life Safet Plan i 1 isI i 1 ,_ „ _,,. Scale. 1/4 1 0 y; �I)_.......................................................... _. I LIFE SAFETY NOTES: ALL PROPOSED WORK TO: -I LI Lt I., CONFORM TO IRC 2015 SECTION R314 SMOKE ALARMS CONFORM TO IRC 2015 SECTION R315 CARBON MONOXIDE'ALARMS ABBREVIATIONS LIFE SAFETY: MANUFACTURER MODEL NOTES CARBON MONOXIDE CO SMOKE DETECTOR SMKI ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev_# _Date_ _Reference_ ?TH Arch. Proi #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED LS1 2 ■ SECOND FLOOR LIFE SAFETY PLAN CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 ................. . .................. .......... ------------ -.'t . ...................... ---------- ".7 .......... ---------------------- 'T EGRESS �/ DUNG ROOM . . ...... ....... ........ .......... - ----- . .................... ....... .... ..... ..... ..... ..... ..... ..... . .. . . ..... . .. .. . ..... .... ..... .. . LU W 1 BAI" ..... ..... e LIVING ROOM ............. ..................... . .. .......... i .......... . .. ...................... g .............. ....... ............ .... .. ... --- CO 'SM'K" -------- -------- .......... N V G ... ... ... . .............................................................. ............ ............ GUES""' .... ..... ..... ..... ..... ... OSMK .................... ............... -------- - ----- ----------- ......................... I.- . ..... .............. ---------------------- ----- ------ . .... ...... ...... ...... . ..... ..... .. .. ..... .... ..... ..... ...... ..... . ..... ..... ...... . ---- ----- --- - -- ----- ---- ----- ----- ----- - - - ----- - --- ----- ----- ----- ---- ----- ----- .... ..... .... 0 'T N"i"RY -- - ---- ----- ----- ----- --- .... ..... ...... ...... . .... ...... ..... ..... ..... ..... ..... ...... ..... ..... ...... ...... ..... .. ..... ..... ... .............................. ..... ...... ..... . . ..... ..... ..... :"R ..................... J� ......... ...... ...... ... _J'] ..... ...... ...... ............. �.: ....... ... .. ......................... . ........... 77 �Efir! v .. ..... ..... .. GIESS . ..... ..... .. ...... ...... ..... . ..... . -._.11.......... . . ..... ...... .. ..... ..... . II I. 11,51 First Floor Life Safety Plan Scale. 1/4" V-1)" ... ....... ... ..... ... . .. ...... ...... ... . ...... ...... ...... .... ...... ...... . .... ...... ...... . ... .. . .... . .... . .. ...... .... ...... ...... ...... . ..... ..... ..... ...... ...... ... . ...... ...... . ... ..... ..... . . ...... .. T1, F --LIFE SAFETY NOTES: ALL PROPOSED WORK TO: . . . . . . ........... CONFORM TO IRC 2015 SECTION R314 SMOKE ALARMS CONFORM TO IRC 2015 SECTION R315 CARBON MONOXIDE ALARMS ABBREVIATIONS LIFE SAFETY- MANUFACTURER MODEL NOTES CARBON MONOXIDE CO SMOKE DETECTOR SMK ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Sea[ —Rev # —Date— —Reference ITH Arch. Proj. 21831 Drawn -By: SM/NG Issue Date". DEC. 18, 2018 Scale: AS NOTED LS1.1 FIRST FLOOR LIFE SAFETY PLAN CONSTRUCT0N DOCUMENTS PLOT DATE: DEC. 18, 2018 ............... e LIVING ROOM ............. ..................... . .. .......... i .......... . .. ...................... g .............. ....... ............ .... .. ... --- CO 'SM'K" -------- -------- .......... N V G ... ... ... . .............................................................. ............ ............ GUES""' .... ..... ..... ..... ..... ... OSMK .................... ............... -------- - ----- ----------- ......................... I.- . ..... .............. ---------------------- ----- ------ . .... ...... ...... ...... . ..... ..... .. .. ..... .... ..... ..... ...... ..... . ..... ..... ...... . ---- ----- --- - -- ----- ---- ----- ----- ----- - - - ----- - --- ----- ----- ----- ---- ----- ----- .... ..... .... 0 'T N"i"RY -- - ---- ----- ----- ----- --- .... ..... ...... ...... . .... ...... ..... ..... ..... ..... ..... ...... ..... ..... ...... ...... ..... .. ..... ..... ... .............................. ..... ...... ..... . . ..... ..... ..... :"R ..................... J� ......... ...... ...... ... _J'] ..... ...... ...... ............. �.: ....... ... .. ......................... . ........... 77 �Efir! v .. ..... ..... .. GIESS . ..... ..... .. ...... ...... ..... . ..... . -._.11.......... . . ..... ...... .. ..... ..... . II I. 11,51 First Floor Life Safety Plan Scale. 1/4" V-1)" ... ....... ... ..... ... . .. ...... ...... ... . ...... ...... ...... .... ...... ...... . .... ...... ...... . ... .. . .... . .... . .. ...... .... ...... ...... ...... . ..... ..... ..... ...... ...... ... . ...... ...... . ... ..... ..... . . ...... .. T1, F --LIFE SAFETY NOTES: ALL PROPOSED WORK TO: . . . . . . ........... CONFORM TO IRC 2015 SECTION R314 SMOKE ALARMS CONFORM TO IRC 2015 SECTION R315 CARBON MONOXIDE ALARMS ABBREVIATIONS LIFE SAFETY- MANUFACTURER MODEL NOTES CARBON MONOXIDE CO SMOKE DETECTOR SMK ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Sea[ —Rev # —Date— —Reference ITH Arch. Proj. 21831 Drawn -By: SM/NG Issue Date". DEC. 18, 2018 Scale: AS NOTED LS1.1 FIRST FLOOR LIFE SAFETY PLAN CONSTRUCT0N DOCUMENTS PLOT DATE: DEC. 18, 2018 Basement Life Safety Plan 1 Scale : 1I = 1'-0" LIFE (SAFETY NOTES: ALL PROPOSED WORK TO: CONFORM TO IRC 2015 SECTION R314 SMOKE ALARMS CONFORM TO IRC 2015 SECTION R315 CARBON MONOXIDE ALARMS ABBREVIATIONS LIFE SAFETY: MANUFACTURER MODEL NOTES CARBON MONOXIDE CO SMOKE DETECTOR SMK ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference /4-A NORTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED LS1 0 ■ BASEMENT LIFE SAFETY PLAN CONSSTRUCTM DOCUMENTS PLOT DATE: DEC. 18, 2018 Basement Mechanical Plan Scale: 1/4" V-011 ALBRIGHT RESIDENCE li 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) II II EII R C, . .......... .......... . .......... ..... ........ .... . - - ............. ............ 1H. .... . ................ ................. ........ ..... . . ......... ........... - - -------- ............. . . ....... . .... .......... ........ ..... ... . . .. ............ ......... . .......... 0 0 Professional Seal Rev # Date Reference ITH BASEMENT MECHANICAL PLAN CONSTRUCT�ON [DOCUMENTS PLOT DATE: DEC. 18, 2018 Arch. _Proj. #'. 21831 Drawn_By: SM/NG Issue Date: DEC. 18, 2018 Scale- Z-" AS NOTED M1 M0 BASEMENT MECHANICAL PLAN CONSTRUCT�ON [DOCUMENTS PLOT DATE: DEC. 18, 2018 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev #_ _Date_ _Reference_ A9.2 DETAILS CONSTRU(0 00N DOCUMENTS PLOT DATE: DEC. 18, 2018 Arch. Proj. #: 21831 Drawn_By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A9.2 DETAILS CONSTRU(0 00N DOCUMENTS PLOT DATE: DEC. 18, 2018 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ _Reference_ Arch._Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A9n 1 DETAILS CONMUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A8n 1 WALL SECTIONS CONSTRUCToON DOCUMENTS PLOT DATE: DEC. 18, 2018 WINDOW UNITS 2'-8 3/8" R.O. 2'-73/8" UNIT 11 ALUMINUM CLAD / WOOD MARVIN ULTIMATE CLAD CASEMENT EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) DOOR UNITS 3'-21/2" R.O. +/- T-1 1/2" UNIT C5 t Z 0 r M r � F 2'-8 3/8_ R.O. 2'-7 3/8" UNIT o ~ z !22 1 bo � M r _ r_ ALUMINUM CLAD/ WOOD MARVIN ULTIMATE CLAD CASEMENT EXT. GRAY INT. _ 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) 6'-1 5/8" R.O. +/- 6'-0 5/8" UNIT V-7 1/8" R.. . 1'-61/8" UNIT C5 ~ z Z) 1200I!2_I Ir =FT MIio 2'-8 3/8" R 2'-7 3/8" UI C ALUMINUM CLAD/ WOOD %D ALUMINUM CLAD /WOOD MARVIN ULTIMATE CLAD (FIXED) CASEMENT " MARVIN ULTIMATE CLAD CASEMENT EXT. GRAY EXT. GRAY INT. _ INT. 6 9/16" JAMB 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) (CUSTOM) 1 ALUMINUM CLAD WOOD 2 ALUMINUM CLAD WOOD MARVIN _ ULTIMATE INSWINGMARVIN ULTIMATE OUSWING FREN _ TCH INSULATED LOW -E GLASS INSULATED LOW -E GLASS 7/8" SDL w/ SPACER 7/8" SDL w/ SPACER 6 9/16" JAMB 6 9/16" JAMB MODEL: 3080 MODEL: 6080 3'-21/2" R.O. +/- 3'-1 1/2" UNIT ALUMINUM CLAD WOOD MARVIN _ULTIMATE INSWING FRENCH INSULATED LOW -E GLASS 7/8" SDL w/ SPACER 6 9/16" JAMB MODEL: 3080 W 0 0 0 ip zo 2'-6" DOOR 2'-8 3/8" R.O. 2'-7 3/8" UNIT �� ALUMINUM CLAD/ WOOD MARVIN ULTIMATE CLAD CASEMENT EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) (� FIBERGLASS CLAD WD THERMA-TRU_SMOOTH STAR 6 9 1/6" JAMB MODEL: S220 F1 0 CID rn M NOTE: L 2'-8 3/8" R.O. L ALUMINUM CLAD /WOOD MARVIN ULTIMATE CLAD AWNING EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) 2'-8 3/8" R.O. 2'-7 3/8" UNIT N � CV �so GALUMINUM CLAD/ WOOD MARVIN ULTIMATE CLAD AWNING EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) -LOW E1 GLAZING, GAS FILL TO BE ARGON. 0.32 MAX. U -FACTOR. -INSTALL & FLASH PER MANUFACTURER'S BEST PRACTICE. -SEE LIFE SAFETY PLANS FOR EGRESS WINDOW UNITS, SUPPLY SHOP DRAWINGS FOR ARCHITECT'S REVIEW. -SEE ELEVATIONS FOR TEMPERED GLASS WINDOW UNITS -EXTERIOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS PER R301.2.1.2 PROTECTION OF OPENINGS EXCEPTION. PROVIDE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF AT LEAST 7/16" -GC SHALL PROVIDE FASTENERS AND MEANS OF ATTACHMENT TO BE STORED WITH LABELED PANELS IN BASEMENT. ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A701 Window & Door Schedules OONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 ----------------- ®, / / �----------------4 i/ (� FIBERGLASS CLAD WD THERMA-TRU_SMOOTH STAR 6 9 1/6" JAMB MODEL: S220 F1 0 CID rn M NOTE: L 2'-8 3/8" R.O. L ALUMINUM CLAD /WOOD MARVIN ULTIMATE CLAD AWNING EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) 2'-8 3/8" R.O. 2'-7 3/8" UNIT N � CV �so GALUMINUM CLAD/ WOOD MARVIN ULTIMATE CLAD AWNING EXT. GRAY INT. 6 9/16" JAMB APPLIED EXTENSION JAMBS (NO SILL) 7/8" SDL w/ SPACER INSECT ROLL SCREEN (CUSTOM) -LOW E1 GLAZING, GAS FILL TO BE ARGON. 0.32 MAX. U -FACTOR. -INSTALL & FLASH PER MANUFACTURER'S BEST PRACTICE. -SEE LIFE SAFETY PLANS FOR EGRESS WINDOW UNITS, SUPPLY SHOP DRAWINGS FOR ARCHITECT'S REVIEW. -SEE ELEVATIONS FOR TEMPERED GLASS WINDOW UNITS -EXTERIOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS PER R301.2.1.2 PROTECTION OF OPENINGS EXCEPTION. PROVIDE PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF AT LEAST 7/16" -GC SHALL PROVIDE FASTENERS AND MEANS OF ATTACHMENT TO BE STORED WITH LABELED PANELS IN BASEMENT. ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A701 Window & Door Schedules OONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 02 MASTER BATH H Scale: 112 - 1_ � -- --------- -------------------------------- ----------------------- ------------------------------ -------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------- ------- --------------------------------------------------------------------- - ---------------------------------------------------------- --- .......... / --- ....................... I ............ . SHOWER ---------- ...................................... ........ . -------------- ----------- ......... ---- ----- ................... OPEN TO :17 ....... . . . MASTER BED ----------- ----------- .................. ............ I .... ...... V..., ----------------------- .... ........... 202 02 A§ BATH 1 Scale: 1�_O�� -------------------- ------------------------------------------------------------------------------------------------ -------------------------------- ---------------------------------- ----------------------------------- - --------------- r ------------------------------------------------------------------------- ------- ------- ---------------------------------------------- - --------------------------------------------------------- - ---- -- OPEN TO MASTER BED /r 02MASTER�ATHMca I2� i 1. ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference 'Arch._Proj. 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5.9 INTERIOR ELEVATIONS 202 Master Bath GONSTRUCTION DOCUMENTS PLOT DATE: DEC. 18, 2018 E M01MATER BEDROOM " = 1'-O" E 201 MASTER BEDROOM Scale: 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED 1 • • INTERIOR ELEVATIONS 201 Master Bedroom CONSTRUCT0N DOCUMENTS PLOT DATE: DEC. 18, 2018 OPEN TO OPEN TO MASTER BATH MASTER BATH / \ EN!DK;BED I TABLE' ;END TABLE / \ I i I 201 MASTER BEDROOM S Scale: 1/2" = 1'-0" E M01MATER BEDROOM " = 1'-O" E 201 MASTER BEDROOM Scale: 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rev # Date Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED 1 • • INTERIOR ELEVATIONS 201 Master Bedroom CONSTRUCT0N DOCUMENTS PLOT DATE: DEC. 18, 2018 -------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------- -------------------------------------- ----------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------- ------ ------------------------------------------i}--------------------------------------------------------------------- ---------------------------- ------------------------------------------------------------------------------------------'I---------------------- I ------------------------------------------------------------------------------------------------ ...................................................... .......................................................... 11------------------------------------------------------------------------- ------------------------------------------------------ --------------------------------- -----------------------------------------------------------------11------------------------------------------------------------------------- ------ ----------------------------------------------------------------------------------------------------------------------------------------- --- ------------------- 11 ---------------------------------------------------------------------------------------------------------------------------- -------------------------------------- ---------------------------------------------------------------1I 1-------------------------------------------------------------------------------------------------- ---------------------------------------------------- Z -------------- N S'09eHN 11 0 DINGOOM =1'-0/KC \ \� HOOD CV \ / r \ 00 SCULLEF Y BE N WINE \� / FRIDGE / S 109MT�HEN / 110 DINING ROOMScal/2_1'_O 0 RANGE IT I l = ip OPEN TO LIVING RM II C 109 KITCHEN / 110 DINING ROOM Scale: 1/2" = 1'-0" 109 (KITCHEN / 110 DINING ROOM W Scale: 1T = 1'-0" If � \ \� HOOD CV \ / r \ 00 SCULLEF Y BE N WINE \� / FRIDGE / S 109MT�HEN / 110 DINING ROOMScal/2_1'_O 0 RANGE IT I l = ip OPEN TO LIVING RM II C 109 KITCHEN / 110 DINING ROOM Scale: 1/2" = 1'-0" 109 (KITCHEN / 110 DINING ROOM W Scale: 1T = 1'-0" \ / = OPEN TO LIVING RM N ti Ili ill II. , L . _ I II II II II N 109 KITCHEN ISLAND Scale. 1 /2" = 1'-0" E 109 KITCHEN ISLAND Scale: 1/2" = 1'-0" S 109 W HEN ISLANDScale= 1'-0" W 109 T HEN ISLANDScale_J'_0 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal Rav it nnta Rafnranra Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5.7 INTERIOR ELEVATIONS 109 Kitchen & 110 Dining CONS 11 RUC T0N DOCUMENTS PLOT DATE: DEC. 18, 2018 N 105 GUEST BATH Scale. 1/2" = 1'-0" N 107 W.C. Scale: 1/2" = 1'-0" / / N _1 0 08 SCULLERY Scale: 1/2" = 1'-0" E 107W.C. Scale: 1/2" = 1'-0" WALL IN &lo' GUEST BATH Scale: 1/2" = 1'-0" S 107 W.C' Scale: 1/2" = 1'-0" 108 SCULLERY Scale: 1/2 - 1 -0 0011 \\.4- 105 GUEST BATH S Scale: 1/2" = 1'-0" SINK 108 SCULLERY S Scale: /2" = 1'-0" 1 0 DISH WASHER i o 108 SCULLERY W Scale. 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ —Reference - 10 8 Reference_ Vr:.yr. Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED INTERIOR ELEVATIONS 105 Guest Bath, 107 W.C., 108 Scullery CONSTRU=ON DOCUMENTS PLOT DATE: DEC. 18, 2018 \ \ \ I I I. 0011 \\.4- 105 GUEST BATH S Scale: 1/2" = 1'-0" SINK 108 SCULLERY S Scale: /2" = 1'-0" 1 0 DISH WASHER i o 108 SCULLERY W Scale. 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ —Reference - 10 8 Reference_ Vr:.yr. Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED INTERIOR ELEVATIONS 105 Guest Bath, 107 W.C., 108 Scullery CONSTRU=ON DOCUMENTS PLOT DATE: DEC. 18, 2018 \ \ \ 0011 \\.4- 105 GUEST BATH S Scale: 1/2" = 1'-0" SINK 108 SCULLERY S Scale: /2" = 1'-0" 1 0 DISH WASHER i o 108 SCULLERY W Scale. 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ —Reference - 10 8 Reference_ Vr:.yr. Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED INTERIOR ELEVATIONS 105 Guest Bath, 107 W.C., 108 Scullery CONSTRU=ON DOCUMENTS PLOT DATE: DEC. 18, 2018 N 102 STUDY , CHIMNEY Scale: 1/2" = 1'-0" S 102 STUDY CHIMNEY Scale: 1/2" _1'_O -------------------------------------------------------------------------- ------------ -------------------------------- ------------------------------------------------------------------------------------------------------------------- ---------------------'------- ------------------------- ----------------------------------------------------------------- ----------------------'----------------------------------------------------------------------------- ----- ----------------- ---------------------- ------ ------•---------------'----------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- ----------------------r-------------------------------------------------•---------------------------- ---------------------------------------------- -- - - - --------- - - - - -- ---------------------------------------------------------------------------------------------------------------------------------------------- ----------------------',------------------------------------------------------------------------------------------------------------------------------------------� -------------------------------------------------------------------------------------------- --------------------------------------------------------------------- ----------------------'------------------------------------------- -----------------------_-------- ------------------------------------------------------------------------------------------------------------------------------------------- -- �- I — i N 102 STUDY Scale: 1/2 - 1 -0 ■ --------------- ------------ -------------------- _/ --------------------------------- ----------------------------------------- ------------------------------- ------------------------------------------------------------------------ ------------------------------------------------------------------------- ------------------------------------------ ------------------------------ ------------------------------------------------------------------------- SLOPED L i I� 102 STUDY S Scale: 1 /2" = 1'-0" E IULJIUUT; Scale: 1/2" = 1;'-0" / OPEN TO\LIVING RM I \ W 102 STUDY Scale: 1/2" - 1'-0" i OPEN TO LIVING RM 7 \ \ ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5.4 INTERIOR ELEVATIONS 102 Study CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 i z= / / / / / / i OPEN TO LIVING RM 7 \ \ ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5.4 INTERIOR ELEVATIONS 102 Study CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 i z= ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) i OPEN TO STUDY OPEN TO STUDY (STONE] I 1 __--I---- (BRICK) I \ , , O OPEN TO HALL OPEN TO ENTRY OPEN TO HALL iY) bo KITCHEN OPEN TO OPEN TO K , \ DINING RM Professional Seal _Rev # _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5.3 INTERIOR ELEVATIONS 100 Entry 101 Living Rm CONSTRUCTuON DOCUMENTS PLOT DATE: DEC. 18, 2018 N 003 LAUNDRY Scale: 1/2" = 1'-0" E 003 LAUNDRY Scale: 1/2" = 1'-0" W 003 LAUNDRY Scale: 1/2" = 1'-0" S 004 WINE CELLAR Scale: 1/2" = 1'-0" N 004 IN CELLAR Scale: 1 /2" = 1'-0" S 003 LAUNDRY Scale: 1/2" = 1'-0" 00 0 W 004 WINE CELLAR Scale: 1/2" = 1'-0" E 004 WINE CELLAR Scale: 1/2" = 1'-0" (PEGBOARD) (PEGBOARD) N 005 STORAGE —So cale: 1/2" = 1'-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) r! QF A;ti�St�i�•� a Professional Seal _Rev # _Date_ _Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A502 INTERIOR ELEVATIONS 003 Laundry 004 Wine Cellar CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A5w 1 INTERIOR ELEVATIONS 002 Exercise Rm CONSTRUCTOON DOCUMENTS PLOT DATE: DEC. 18, 2018 L UUUbL r1111 LJUU1 t -- — — -- j 101 0 z r') z LL C? b C 4 UA � '1 Rear P 1041 1 ��-O - ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617,923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) ' IVVTVVI� ' Professional Seal Rev # Date Reference Arch. Prod. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A4.3 BUILDING SECTIONS CONSTRUCTM DOCUMENTS PLOT DATE: DEC. 18, 2018 ..... ................................. ......................... . ...... ............... ........... .. ... ................ ........... ................ I .............. ....................... �x ................. ................... ... ................. . :;, ........... ........... ............... ........... ... ........ ..... . ...................... I I . ................. ............... ............... ...................... ..... .......... . ...... ............. .... ................. ......... . ........... .... ............... . . . . . .. ................... . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . ...... .... F . ....................... . ..... ......... ....... ........................ ...... ..... . . ........ ............ .".1 , ................. ....... ' �..F I ... ............................. .............. ... ..................... ........... . . . . . . . ................ . . . . . . . . . ............... .................... ...................... ----------- -- �: i� :1 . . . . ... . ... . .... .. ... . . . . . . . ......... . . ............ .. . . . . . . . . . . . .. ........... ..................... ..... *....... . " 1:. I . -1 . . . . . . . . . . . . . . . . . . . . . : . . . . . . . .. . . . . . . . . . . ! 1-1 * .... ...... * ....... .......................... . . . . . . . . . . . . . . . . ............. , - ------- ..... ...... : - A ......... .......... ......... .... - - - - - - - - - - - - - - - ............ ........................ .... . ...... .. ....... a a r a s . ........... .......... ....... ..... ...... ------- --- ....... . ....... .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .............................. ............. ............ .... lk� r r . . . . . . . . .. . . .......... ....................... .................... . ..... I ' i" � � � ; � � .......... ... ...... ... 'i ................. ........ ................... . . . . . . . . . . . . ............... . ... . . . . . . . . . . . . . .... . .... .......... ........................ ............ .......... ��i ............. ................ ........................................... . ......... ................. A ............... ................. ... .. .......... .................................................... ........... ........... ............... • ................ ........ . ........... ................. .. ............ ..... .......... ..... ........... ............... ... ........... 1: .......... ........ ....... .................... ...... ............ .. i ...... .... TO BED PLATFORM "U "Lu ........... :A 10 6 q:..... UEUKI� ........... .. ..8 .............. ............... T.O. 2nd FLOOR EL. 27.75' 5' .......................... ............... .......... .................. ...... ... ........... ............... ........... ............. ................. ........... ....................... . ......... . ................. ............... . .......... .... . ..... ....... k A9.1 ............ .. .... ..... . ... ....... ............. .. . .......... ................ I ......... ..... ... .. ............ ...... ......... :< . ........ . . . . ... ............ C? .............. I .......... ..... ....... .... —1' xxp�� .............. ....... ........... ............... ................................... .v D INNG ............ ......... ------------- STUDY ............ .......... .................. 102] 7 . . . . . . . . . . . ........ .. Lin DR T.O. 1st FLOOR .... ........ . ... . ...... .......... ------------------------------------- ------------------------- EL. 17.50' ------------------- -------------- -------------------- ----------------- ------------ ------ ................... .. ........... .. . .. .................... .... ..... ........... ............ . . .... ... .. . . ....... .............. ----------------------------------------------------- - '�-1/2" ------------------------ --------------- -- ---------- ---------- ----- ----- ------ ----- ----------- A9.1 GYPSUM CEILING, .................. .......................................................... ................ ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617,923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) ' IVVTVVI� ' Professional Seal Rev # Date Reference Arch. Prod. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A4.3 BUILDING SECTIONS CONSTRUCTM DOCUMENTS PLOT DATE: DEC. 18, 2018 .......................................................................................-...... ..... " .............. .......................... 12 ij Y x z 11 J () J 3 1 \ 3 dl TYR FLOOR ASSEMBLY _ wK O { .... ......... .....................t......... ! L. f FINISH FLOORING J { I 1Y A9.1 - UD KITCHENr _-- 3/4" T&G SUBFLOOR SHEATHING _ .:.,w, . ..::::- :::::::::::.::-. LOOR ii z --- --------------------------------- FLOOR JOISTS PER S1.1 cc Y \ i _ w/ FIBERGLASS BATT INSUL. (R-30 MIN) e■l I LI111NG RQ0M FIRE RATED FINISH z `� + co � 3 !.... TYP. WALL INSULATION IN UNFINISHED SPACE B o �..... + OD 1" XPS RIGID INSULATION AGAINST FOUNDATION WALL I --------------------------------- MECH / TORAGE + 2" THERMAX (WHITE FACE) OVER BASE LAYER ATTACHED WITH HILTI IDP INSULATION ANCHOR OR SIMILAR. 0 5 FINISH LAYER TO HAVE TAPED SEAMS PER mkT.O. BASEMENT SLAB ;; MANUFACTURER'S DIRECTION. SLAB TO FLOOR JOISTS EL. 7.62' 10 I I I Dinin &Kitchen -----,----- 3 ca e: 1 4 = 1 -0 4.2 J.0. RIDGE EL. 42.75' T.O. BED PLATFORM EL: 28'-6" - 1 T.O. 2nd FLOOR If EL. 27.75' A..... F .............. .......................... 12 ij Y x z 11 J () J 3 1 \ 3 dl nASTER' BECROM wK O { .... ......... .....................t......... ! L. f I { I 1Y A9.1 - ..................................................................................................................... KITCHENr _-- _ .:.,w, . ..::::- :::::::::::.::-. LOOR ii --- --------------------------------- T-11 1/2" 2 Bulkhead cale: 1/4" = 1 -0" 0 (7 PRECAST BULKHEAD STEPS z p W U N � r , �+ MECH / STORAGE 005 T.O. BED PLATFORM EL: 28'-6" W1 Ai�T.O. 2nd FLOOR EL. 27.75' T.O. 1st FLOOR EL. 17.50' RID( 3EE S1.3 2 4 E — — — — — — — A9.2 I _ I I 3 A9.2 I F l .......................... ............:....:.....:.........-:.......................................... ................:.....:........,.....:.....::.. ...................................................... ........................................................: ij Y x z 11 J () J 3 1 \ 3 dl nASTER' BECROM wK O { A9.2 ! L. f I { I 1Y A9.1 - KITCHENr _-- LOOR --- --------------------------------- Y \ i _ • e■l T-11 1/2" 2 Bulkhead cale: 1/4" = 1 -0" 0 (7 PRECAST BULKHEAD STEPS z p W U N � r , �+ MECH / STORAGE 005 T.O. BED PLATFORM EL: 28'-6" W1 Ai�T.O. 2nd FLOOR EL. 27.75' T.O. 1st FLOOR EL. 17.50' RID( 3EE S1.3 2 4 E — — — — — — — A9.2 I _ I I 3 A9.2 I 0 F ,f ,:. .......................... ............:....:.....:.........-:.......................................... ................:.....:........,.....:.....::.. ...................................................... ........................................................: x z 11 J () I 3 1 \ 3 dl nASTER' BECROM wK { 0 MECH/STORAGE 005 Z J_ W T co co + rm 1101 EMN EXERCIJE 002 r 0 -(n z >J LL z i () I I wK { A9.2 ! L. f I { I 1Y Y \ i _ • e■l I LI111NG RQ0M 3 !.... L...: � # �..... --- ---•-•---------------------------1---•---------------------_- I --------------------------------- --- ----------------------- ----------------------- MECH/STORAGE 005 Z J_ W T co co + rm 1101 EMN EXERCIJE 002 r 0 -(n z >J LL z 0 a ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED 1 �t BUILDING SECTIONS CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 T.O. BED PLATFORM EL: 28'-6" — 1 gi-J.0. 2nd FLOOR EL. 27.75' T.O. 1st FLOOR EL. 17.50' E C� =I z :- z l :. Issue Date: DEC. 18, 2018 O w :; I CV � r r .. ...__:__ ... _............._.... 2 ......... ....... b A4.1 A a ., .,.: ... = 0 . _ 12... _ LO _ Cn I — 4 00 ; U_ O z - i G _ LL ...... FINISH FLOOR a _. -4. + CA r-+ co �! __.. • .... ....._.._ d s i d STUDY .................. ................. 102 _.�._. r I MASTE BATH Cb ...,. ------------ £3 } i Fo �...3�_ .. J AU) its �E d €� : J I 30 LL LL CC l CV (A , 6 f CY) e CV iiiiii SCULLERY f W.C. HALL HALL+ i 108C 107 106 L ---- -------- ------_ C L ---- -- — 106 --------------- �I ------------------ - -----;------ ---- - - - •-•-------•--- - ------•------------------- ' ---------- --------- ------------•-- I-- •-•---- ------ -- C� =I z LO �U C� T co L.L. T ' EXERCISE 002 4 Stall' Scale: 1 /4" = 1'4' ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 0 z Z) Issue Date: DEC. 18, 2018 O w ry I CV � r r .. ...__:__ ... _............._.... 2 ......... ....... b A4.1 LO �U C� T co L.L. T ' EXERCISE 002 4 Stall' Scale: 1 /4" = 1'4' ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM / NG 1 Issue Date: DEC. 18, 2018 Scale: AS NOTED A401 I , :...7::77777 777 ... .... ;.._ .. 7:77 .. ...__:__ ... _............._.... 2 ......... ....... A4.1 .......... . , = . _ 12... _ ... Cn 10 — 4 00 ; U_ O z - i LL ...... FINISH FLOOR a _. -4. + CA r-+ co �! __.. • .... ....._.._ d LO �U C� T co L.L. T ' EXERCISE 002 4 Stall' Scale: 1 /4" = 1'4' ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM / NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A401 x x = ... Cn 00 00 U_ O -4. + CA r-+ co 1 s i d STUDY 102 _.�._. LO �U C� T co L.L. T ' EXERCISE 002 4 Stall' Scale: 1 /4" = 1'4' ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ Arch. Proj. #: 21831 Drawn By: SM / NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A401 BUILDING SECTIONS CONSTRUCTION DOCUMENTS PLOT DATE: DEC. 18, 2018 STONE VENEER E D BRICK CHIMNEY --- -- --- _T--------- . _r_ __ _____ ___________ ................ ------- - -------- - --- ------------- ---- ---------- --- ----------- -- ------ -------------- ------------- --------------------- ------------- -_.. - ----------------------------- I -_---___---_--__-- _=--- --------------------------------------- --------•----..---- • '---------- ----------------------------------- -------------------------------------------- --12-- - -------------- -----------------------___-_---___- -___-____-___ ------------------------------------- :_-:::::::::___________________________________________------__:------- -1--- = -_---:-_:---:_________________:_:::------------:-- :::::::-------------------- 1----------- --------------------------------------- -------- - F...::.::::::::.::::.::...:..:.:::::.::::::.::::::::::::::::::_::-:::__---------------------' ---- ------ ---------------------------------------------------------------------------- - - ----------------------------- �T�dNLESS ST€1=� C------ r --- ---------------------r- ---- ---------------•-----------------"----------------•--------------------------------- ----- ---------------- --- ---- ---------------- - ------ 1------------------------------------------------------------------------------------- --- --------------- W----- ------------------ --------------"•----------------------------------------- 10 ----------------------------------•---------------------- -••-- - --------------------------- AL FLAG POLE 2 3 RED CEDAR LATTIC A4.3 I A4.2 T.O. RIDGE - EL. 42.75' -•---------------------- ------------------- - ---- --- -- --- { __-__-__-:::---------- ------------------------------- ---------------------------- --------- ----------------------- --_-_------_-------------------- _ _ _ 1 i ---------•---------------------------------------ji-----------_-- -- - - - - -- - --------- ------------•-------------•-- --------------------------- -- --------- ---------------------------------12-•-------- ----- BRICK CHIMNEY A4.251-011 ----------- --- -----------------•------------------_--- . --•- ------------------ --- --- ---------- ----- ----------• ---- --- --- -----------------••--_... . 1 2 ------------------------------------- ----- -- ---------------------------- --•----..----- A4.1 - -- - A4.1 ----- = ==- -------------------------- - =-- - _---_----_-_______ _-__------------_____________- _ -------------_::_-: -------:_-::_-::::_-_I-:_._. --•------------------------------------ ---- -LLM MING -ST -AGK -VENT,-------------- -- --- - --------------- ------------------- --------------------------- --------------- ---------- ----- - __--------__-_- ---__---=--=1====--__--___-__-_--____-__-__------___-_---_-_------_------__----------- ----- =:_::_:::: :::::::_ --------------------- - ----------------------- ------ --_90LAR� R:PADTZ095A]--_----- ----- --------------------------SOf READY-��NE-Ak�r -_-_ -_ ------------------:---------------- ----- ---- -- -- -- -- - - -----------------------------------------•----------------------i----------------------------------•-----------••------•--------------------------------------- - -- - - _ _-_-_---_-------_-- ---------- --- ------ ---------F3ADIIN:DXHAl1ST=V_1=TWIT,------____ ________ ----____-1111--- ------------ - ------------------•---------------------------------------------- ---- ---- --- ---- ----- ---------------------- �ffjPPirfi ::'::::::' ___-_----_-______________-------------__-_-::::::::::::::::-:: ___ ------------------------- ---- -- - -------- ---------_------------•------------------------- - --- - - ----------------------_-_-_-____-_--__-___---_--____=__=__::::::___-_ _---_-----_---- -__-- - __------___- _-______- _ _____--_----=--j===--____-______--__-________--______-_____ _ __-________-__ ___________- _______--_______--------_-__------_-_ --------------------------------------------- -------------- ------------ _-------------------•-------------------------_--------------------------------------- --- -- -------------------- _ - ----- -----_------------------------------------------ -------- -------------------------------------------------------------------------------------------------------- ----------------------------------------}----------------------------- -_ -::: -_: -----_-------------{-_---------------------_---_---:::__:---- - --------------------------------------------------------------------------------------�____-__-_____ ===-=1=====_.:::_ }::::.-____-_--_-___________-_ - -_--- ---- - _ { ------------------------------------------------------------------------------------------------_ -- 1 1---------------------------------------------------------------------- 1 ETAL FLAG POLE 1 a T.O. RIDGE EL. 42.75' 26'9" FROM ROAD ELEV. 16'-0" TAKEN FROM THE CENTERLINE OF HOUSE L. ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•--•-•-•.._........_....._.... f ;, !'-------------------------------------------------------------------------- ✓, { --------------------------- - - ------------- ------------- --- -- -- --------------------- -------•----------------- --- - ------ r - ----------------------------- ----•---------------------------- --- ------ ------------------------------------------------------------------------------------------------- ------ ----------------------------- --------------------------------- ------ i ti <> ----------------------------- ----------------------------------------- --------------------------- ---- ---- -- --------------------- - D- ----------------------------------------- - -- p -- - ;:I' ----- p ---------•---------------------------------------------- ;` ----------------------- -------------------------- ---- ------------------------------------------------------- -------------------------------------------- ------------------ -------------------- ----- - ...----- ------------------------ C - I ------- ---------------- ------------------------------------------------------------------------------------------------------------ •.......................... ---- :. I ---------------------------------------------------------------------------------------••------------. ------ -- --_---------------_ �__::::::::::___:___:__::�::_: --------------------------------------------- ----- r _ ---------------------------------------------------------------------------....--------------------------------------------------------------- ---------------------------------------------------------------- ------_--------- ----------------------------------------------------------------------------------------------------------------------------------- -- "----------"-----------------------------"---••------------•-------------------------------------------•---- •------------------------------------------- ---- T.O. 1st FLOOR, EL. 17.50' STONE VENEER -------------------------------------- I I I I I I PATIO, EL. 16.0' = w co C/) M >_ z z O O � I< I I <co I f j I T.O. BASEMENT SLAB — -------i-------- ------ ------ — EL. 7.62' —--------------------------- ---------- ----- J , . --- -- —------------------------------------------------- East Elevation Scale: 1/4" = 1'-0" E I 26'9" FROM ROAD ELEV. 16' 0" TAKEN FROM THE fi CENTERLINE OF HOUSE I lil �► Q ■11.11 �I rn� , • • • - ■11.11 I IIf� i�0i�i � 1 I� ■II■II ' I IIL� ' ■II■II I_ __111! • SII■LI;.�LT.ai ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # —Date— _Reference_ Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED 'a A3.2 BUILDING ELEVATIONS North & East CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 26'9" FROM ROAD ELEV. 16'-0" TAKEN FROM THE CENTERLINE OF HOUSE ,dk T.O. 1 St FLOOR EL. 17.50' FAI 1U, tL. 1b.0 I T.O. BASEMENT SLAB E L. 7.62' — I West Elevation - I L-------- ----- I li U_ I' W W = C/) } z zo 1 I I O a BRICK CHIMNEY19 -1► s I I I I --- 1111 -- JJ 3 2 --- ----------------- ----------1111-- --- -----1111-- ----------- — --- _ 3 ---------------1111-- -- -- A4.2 YA4.3 T.O. RIDGE EL. 42.75' -------•-------------- ------------------ ------ :::::::--------- 26'9" FROM ROAD ELEV. 16'-0" TAKEN FROM THE ------------ ---------------------------------- ••------•_-_---------- - ---••-----------------•------------- ---• -------- ----- ---- --- ----------------------------- ----- .> ----1111-- 1 111-.._.....R�UMBINC-ST4 K-TENT;1111-- ` ...... PLUMBING- STAG# V€ -NT, ----------•-. CENTERLINE OF HOUSE 1111-- - �F�Fs€F AD---------------- - .---.....' ; ::::::::---------GDRX? Fi-Gt A[�--1111-- -- ----------1111-- ---•-•----------------------------------- ---------------------- ---------- ------------------------•---------••1111-1111-------------1111-- _..--- ----------1111-- - -----------------•---1111-- - -------------•-----------•11111111-- 1 111-...----------1111-- - -----------------------------------------------------------------------------••------------------------------- - - --- - 1-11-11-111 -1 ----------- --------------•----- ------ - ----- --------------•----- ------ ...................-•-------------------------------------------- ------------ -1111-- - --- --- ----- _ -- -- --- -- - --- _ _ - ---------- --- - 1111- - 4 --- • � *A443 • �--•------------------------------------�1111------------------------------•-- ' -----------------1111-- -- ------------------------------------------------------------ ----------------'---- ------------------- --- __ --------------------------- --------------------11.11--------------1111-- A4.1--------1111------------ --_________--- ------------------•--------------------------------------•--•-----•---------------------------- ..-------- ---------------- - -- - - --------- --- ------------- - - -------- ------ --------- -------------- -----•1111--•1111--•--•1111 - --11.111111---.... _ _ ...._...--- 11 11---1111-- ------ - ---------- -- -----------------------------------•----------------- ---------------------------------------------------------- --• ---------------------------------------- -----------------------------------------l \ . a ----------------- ---------- --- - - --- - - -------------------------------1111-- - / /----------- -----------------------------------------------_ ----------------------------------------- ------------------- --- -1111-- - ---------------1111-- --------------------- -------- --- - ------------ -------------------------- - ---- ------ `i !' .. .. \' /, ,', _:-::::::::::::_:::::-::::::::::_::::::::::: F A .::::::::.::::::-:_::::::::::::::::. ::::::: ------------1111-- C ----------1111-- F F` F' .-------- ------ D -- -.___.:-::::::::::_:_-::-----:::::---------:_-__----:- -:- ::::::------ ------------------ I1-- ___:::::::------------------------------- --_--------- - -- ------!-1111-- 1111-- --- - - --- - - - ------- :::::::::::-:::::::::.::.:::::-:::::::::`:::::::::_::::-::-:::::::::___::_:::::::: ------- - --------- ---------------------------------------------------------------------------------- ----------------------- ----- ------------------------ -------- 1 ---- -------------------- T.O. BED PLATFORM •-------------------- --------------------------- ------------------------ -----------••--------------•---------------------1111-----------------1111-_ - --•------•--•------------------- 10 - -- - ---- 4 -•- - -------------- 5 1 111--1111-- - 1111 --- 1111-- ----------------------------1111-- 111111 11-1111-- ------1111-- ---••---------------- ---------- - EL: 28'-6"--------------------------------------------------------------------------------------------1111-- -------......:...---•-- ------------- - ------------------------------------------------------------------ .....---------------------- ----------------------------------- -••--•----------- -- --------1111•• -- j.............. `. — A4.3 A4.3 ...............,,_T.....-.-.-'_-.��_....,...T...-------•11111111-- -----------------._..-------------------•-------1111-- —... .. - _ �.. _ ...�.. ---•---------------- _ ---------------------------------------------------------------------- -------------- -----------------------------------------------1111-- �-------------•11111111-- --- - T.O. 2nd FLOOR--------- ------------------------1111-----------------------------------111111 11-•------ ----------------------------- ----------------- i ----------------- -1111-- --111111 11.....-----------------------1111---------------------------------------------_-________ _______-_______________}_______----------------------1111------------------...------------------------------------1111-- --1111-- EL. 27.75 -a - --_------_ -- - - - -- ------------------------------------•--------------------------------------------------------------- ------•---------•---------------------- ------1111-- ------------ ------------ ------- ---•--...-•----------------------.._.........---------......1111-1111-- - I--------------------------------------------------------•1111--1111-- - ----------------------------- - -------------------------------------- ----1111-- -•--•• 111111 11--1111-- ----------------------------------------- --------------I------------------------------------------------------------ / \.. ---- I - -- --- ------ ---•-- --- {\ { ------------------------- --------------------------------- / \ : /, s / \ r ---- ------ -- --- --- / .: \ ,.--------------- ---------- ---- 4-------- � .. ,�,' 111111 11--111111 11---1111-- -1111-- --- G: - -- - --------------- - - ---- --------------------------------------------------------•1111-- -------1111-- - - ------------------------ -- - 1111 -•- - - --- 1111-- 1111- 1111- --- -- 1111 1111 - ---- ---------1111-- 1111 r ✓ ' ---------1111-- --- 1111- - / \ -------- •------- --------------- \ j/` •-----•----- - ---- .. ------------------- E E= --------------------- ------------- ------ ----- ------------- --- 1 111-1111-- - ------ 1 111-1111-- 1111 - -- --- ---._ ..---- - -• 1111 1111- 1111- --- -- - 1111 / ° ` \ ---- ---•- ---- ------------------------------------------------------------------------- -- -- ------ ------ -- -- - ---- ------------ --- --- / 1111. 1111- -- ---- t ------------------------------------------------------------------------TRELLIS --- \' / I / \ : ---- - ---------------------------------------------------------------------1111-- -- --- -------1111-- -------_1111-1111-- __ __ ---1-- -------------------------------------------------------------- ---- / t-------------------------------------------------------------- ----------------------------- - - t --- / C' -------- A; :✓. / B I ------ T.O. 1st FLOOR ---------------------- -- ----- ----- --------------- - ------------------ ---------------- --- - -- ----- --------- - --- -- - - - ---- \ / - - - ---- EL. 17.50' ENTRY, EL. 16.5' STONE VENEER - _ --- --------------------- -r — -- —1111-- 1111 1111-- � —--------------------------------- -� I II II II II J l W I I W LU WASTE EXIT, EL. 13.75' � I ccn \ I = I I I z o z0 \ \ I O I cn U) i I T.O. BASEMENT SLAB\\\ I EL. 7.62' I I I South Elevation ---------------------------- ---- ---- - - - - - - - - - S Scale: 1/4" = 1'-0.. ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date— _Reference Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED I� BUILDING ELEVATIONS SOUTH & WEST CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 � N IIS ! A3.2 1 3 2 Second Floor RCP Scale: 1/4" = V-0" S A3.1 1 5 E A3.2 • R t . ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC - 70 Phillips Street V;. Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ - Reference - 3TH Arch. Proj. #: 21831 Drawn By: SM NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A2.2 SECOND FLOOR REFLECTED CEILING PLAN CONSTRUC To0N DOCUMENTS PLOT DATE: DEC. 18, 2018 5. 2� 17 1 1 _ ---+1- 10'-1" AFF A4.3 - ---- --- - --- --------- ----------- ____________ ____------ ---------------------- ------------------- ___-- __ _ - r ------------------ --------- - - - W� _.. F- ------- ----- 0 LIJQ FLAT (+I 0' 0") .1x6" T&G LIJLU V Lij 0 LU B.O. BEAM (+/ 9'0") E A3.2 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ _Reference_ ITH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A201 FIRST FLOOR REFLECTED CEILING PLAN GO NSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 FLAT (+I 0' 0") .1x6" T&G 3 I At B.O. BEAM (+/ 9'0") E A3.2 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev # _Date_ _Reference_ ITH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A201 FIRST FLOOR REFLECTED CEILING PLAN GO NSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 1 9 Basement RCP: Scale: 1/4" = V-0"� MEC FL FL . AT (+ %8', 7") GWB WINE CE�._LAF3. FLAT 8'7") ............ ............ I ................ ................ . ................ .......................... .................................................. 1 1 K, 1 ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ —Date— _Reference_ 1-4-A NORTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date'. DEC. 18, 2018 Scale: AS NOTED A200 BASEMENT REFLECTED CEILING PLAN CONSTIRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 KITCHEN EXHAUST VENT COPPER CLAS Roof Plan 0 5 10 15 20 25 FT ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal —Rev —Date— —Reference— NORTH Arch.-Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED Al■ ROOF PLAN CONSTRUCT0N DOCUMENTS PLOT DATE: DEC. 18, 2018 E A3.2 VENT PIPE, R CLAD ING STACK VENT, R CLAD ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date_ _Reference_ 3TH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED Al 02 SECOND FLOOR PLAN CONSTRUCTON DOCUMENTS PLOT DATE: DEC. 18, 2018 1VIP t 0 5 10 15 20 25 FT E A3.2 DON VENT PIPE ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date _Reference_ iTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A1.1 FIRST FLOOR PLAN CONSTRUCTOON DOCUMENTS PLOT DATE: DEC. 18, 2018 11'-9'5/8" 4 j /4 ' I EQ. EQ. I I � _ _ ______________ ______--- ___ I 3 2 T C? x 6'A4.2 1 I ' I I , ENTRY COURT g 2X6" I `*EL. „ EL. 15'-6").: 16,_ 6 „ I I I IT I � r 1 fl (l fl fl fl fl fl 1 I II r. u II 1L ---II--- II II II II II L ---1I--- II -]I—I--I, I II y' Tr--1-r'----rr'-- T--- --�-I-- ..... _... .. I;I II II II II II II 1 .M �i— First Floor Plan II II II II II II II II II II II II II II II II;: �� :' Scale: 1 /4 = 1 -0 I ; I;I 1:1 .............. II II II II II II 111 II II Il.... II IL. III . ll. c D TRELLIS II II Il II II II II II II II II 11 0 11 11 1st Floor- 2014 sf 2nd Floor- _608 sf _ . , „ —fl- .� ', II I II �1T `-_-7--- 11 II II II II T--�---. II II Total: 2622 sf II ! II it II II II II II .. II _.' 0 5 10 15 20 25 FT E A3.2 DON VENT PIPE ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) Professional Seal _Rev #_ _Date _Reference_ iTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED A1.1 FIRST FLOOR PLAN CONSTRUCTOON DOCUMENTS PLOT DATE: DEC. 18, 2018 16-0" ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) 16-0" STRUCTURAL Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) WASTE EXIT,---' III INVERT EL. 13.75' PER CCE SEPTIC PLAN III \ IIIr3 1A4.2 II II II II 5 FT L�1 1 1 2 1 5 Professional Seal —Rev #_ —Date— —Reference— ITH Arch. Proj. #:, 21831 'Drawn By: SM/NG Issue Date: DEC. 18, 2018 Scale: AS NOTED At Al mO BASEMENT FLOOR PLAN CONSTRUCTOON DOCUMENTS PLOT DATE: DEC. 18, 2018 a,. PROJECT: New Construction Cottage for Bear & Pam Albright LOCATION: 6 Smiths Point Rd Great Island West Yarmouth, MA 02673 ARCHITECT: Rough Sketch 70 Phillips Street Watertown, Massachusetts 02472 (617.943.6986) CIVIL: Cape Cod Engineering P.O. Box 1517 East Dennis, Massachusetts 02641 (508.385.1445) LANDSCAPE: Mary L. LeBlanc 40 Crawford Rd, Bx1422 Cotuit, Massachusetts 02635 (508.428.1274) STRUCTURAL: Simon Design Engineering 42 Washington Street Suite 300 Wellesley; Massachusetts 02481 (781.237.2226) GENERAL CONTRACTOR: Pratt Construction 153 Lovell's Ln #D TABLE' -OF CONTENTS: Architectural: Mechanical: A1.0 Basement Floor Plan M1.0 Basement Mechanical Plan A1.1 First Floor Plan A1.2 Second Floor Plan Life Safety: A1.3 A1.11 Roof Plan Enlarged Kitchen Cabinetry LS1.0 Basement Life Safety Plan A1.12 Enlarged Scullery Cabinetry LS1.1 First Floor Life Safety Plan A2.0 Basement RCP LS1.2 Second Floor Life Safety Plan A2.1 First Floor RCP Structural: A2.2 Second Floor RCP S0.1 Framing Notes A3.1 Exterior Elevations (South & West) S1.0 Foundation Plan A3.2 Exterior Elevations (North & East) S1.1 First Floor Framing Plan A4.1 Building Sections S1.2 Second Floor Framing Plan A4.2 Building Sections S1.3 Roof Framing Plan A4.3 Building Sections A5.1 Interior Elevations (002) A5.2 Interior Elevations (003 & 004) A5.3 Interior Elevations (100 & 101) A5.4 Interior Elevations (102) A5.5 Interior Elevations (104) A5.6 Interior Elevations (105,107,108) A5.7 Interior Elevations (109 & 110) A5.8 Interior Elevations (201) A5.9 Interior Elevations (202) A7.1 Window & Door Schedules A8.1 Wall Sections A9.1 Details: Exterior A9.2 Details: Exterior Marstons Mills, Massachusetts 02648 (508.420.9333) .. _.- -------- ------ - - ------------ .. . _ -- _ :::_:: ------ "ONS .................. TG�UC�TDoON D'0711CUMIENTS Issued: December 18, 2018 TG11TIN, Gn REVIEWED FOR BUILDING AND CODE COMPLI- ANCE. ERRORS OR 0 �`, ,!ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCE, DATE: BUILDIN OFFICIAL ti A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION ALBRIGHT RESIDENCE . 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL ENGINEER Simon Design,Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) iTH Arch. Proj. #: 21831 Drawn By: SM / NG Issue Date: NOV 13, 2018 Scale: AS NOTED Al 2 0 SECOND FLOOR PLAN DD EVGN DEVELOPMENT PLOT DATE: NOV 13, 2018 Mal Lw --z LName Date ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL ENGINEER Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) _Rev # _Date Reference NORTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: NOV 13, 2018 Scale: AS NOTED A101 FIRST FLOOR PLAN DDE %MN DEVELOPMENT PLOT DATE: NOV 13, 2018 l F i E i E E E g� E e E Mal Lw --z LName Date ALBRIGHT RESIDENCE 6 Smiths Point Road Great Island Yarmouth, Massachusetts ARCHITECT Rough Sketch LLC 70 Phillips Street Watertown, MA. 02472 (617.923.6010) STRUCTURAL ENGINEER Simon Design Engineering 42 Washington St #310 Wellesley Hills, MA 02481 (781.237.2226) _Rev # _Date Reference NORTH Arch. Proj. #: 21831 Drawn By: SM/NG Issue Date: NOV 13, 2018 Scale: AS NOTED A101 FIRST FLOOR PLAN DDE %MN DEVELOPMENT PLOT DATE: NOV 13, 2018 UNCLE ROBERTS COVE STONE I SALT MARSH s — BENCHMARK: _ TOP OF STONE BOUND 2 — — — — EL.=2.8 NAVD 88 ----4 ail,ED�E• 0.� E i — — 8 oe � _ N all, �Fs��L _-- _--� BOTTOM OF SL i ` ,�/ 0-1� \ /ELECTRIC BOX LIMIT OF LAND SUBJECT TO COASTAL _ — ' o STORM FLOWAGE AND TOP OF COASTAL 6Z BANK EL = 13 NAVD88 TOP OF 14 — 4 __ ali, all, / l \ / / / i ' LAWN BGG POPLAROR / 'A Q14"uo x 16 P LA • / � Q 20" POPLA \ / " EE PLANTING I / NOTES FOR BOULDER HATCHED ZONE x COASROM BANK IMIT OF Mf, - — — '` r0 , MH ' ' �/ — — — _ _ + / ••••• � � EXE N ' 9 ' " ' 2c " " " ' 0 DISTA CE TO FOUNDATION / ......... EO P P� / ll � OAK �� 0 OppS AND B ING WALL / 12" OAK - ' S :. . — _ L=149.59 —} ......'....;. � Y . i WA .......... ..:.. is — \ ' CRUSHED STONE / CRUSHED STONE pRGP� E TE .SURFACE...... DRIP EDGE h ) OQGSEO �,0• tx CB ALK s \cp MATCH PAVEMENT 8,� FND / CA Ng / / ELEV. / U11LI ES � i O 1100 YR 9O CB / / 1 I ROOD, OQOSE CB FND / % IELEV.=13 �Q,c�_ P,,10 FND 8 TOP OF FOUNDATION CL 6' OF 3/4' TO —\ �L 1-1/2' DIA. STONE BELOW TANK NOTE: ALL PIPE TO BE 4" DIA. PVC TIGHT JOINT WITH MINIMUM SLOPE OF 1/8" PER FT. 20 10 0 MINIMUM D—BOX INSIDE DIMENSIONS 12'x12' MINIMUM D—BOX INSIDE DIMENSIONS 12'x12' EXISTING "D" BOX D—BOX SERVING AS MANHOLE ACCESS PROPOSED SEPTIC TANK INV. EL. AS EXISTING PLAN PRECAST REINFORCED CONCRETE CAPACITY: GALLONS EXIST. SET TO EXIST. ELEV. EXISTING SEPTIC SYSTEM PROFILE NO SCALE PROVIDE ACCESS COVERS TO WITHIN 6' OF GRADE LEACH PITS (2 EXISTING) EX. SEWER MANHOLE FND A9 20' FT. WIDE WATER \ 'O SUPPLY EASEMENT AS PER 1991 SEPTIC FST SYSTEM DESIGN PLAN \ \ BY I.E.P. \ �d WELL / V RESTORATIVE PLANTING GENERAL DESCRIPTION: RESTORATION OF THE HATCHED AREA TO THE NORTH OF THE PROPOSED DRIVE SHALL BE TREATED AS DESCRIBED BELOW. THE SPECIFIC PLANT SPACING FOR SHRUBS SHALL BE CONSISTENT WITH THE SCALED PLAN AND IN ACCORDANCE WITH NORMAL NURSERYMENS' PRACTICE TO ACHIEVE AN INITIAL SUITABLE DENSITY OWING TO THE PROSPECT OF PROPER GROWTH FOR PLANTS FILLING IN . SEVERAL GROUPINGS OF SUCH NATIVE SHRUBS AS NORTHERN BAYBERRY (myrica pensylvanica), AND BEACH PLUM ( Prunis maritima) ARE PROPOSED. SHRUB SIZE SHALL BE NO LESS THAN 3 GALLON WITH THE INVASIVE VINES AND GROUNDCOVER REMOVED, PLANTING HOLES SHALL BE PROPERLY PREPARED IN ACCORDANCE WITH STANDARD LANDSCAPE PRACTICE. PROVIDE WATER AT REGULAR INTERVALS TO ALL PLANTINGS. DEEP WATERING IS RECOMMENDED FOR THE FIRST 4 WEEKS, AND APPROX.1" OF WATER PER WEEK DURING THE FIRST GROWING SEASON. • THE GROUND AREAS TO BE RESTORED SHALL BE SET WITH THE SHRUB GROUPINGS AS DECSRIBED ABOVE AND HEAVILY SEEDED ( RAKED IN) WITH A NATIVE FESCUE (any of the native Festuca) MIX IN ADDITION TO SWITCH GRASS (PLANTS OR SEED - Pankum vergatum), AND LTTLE BLUESTEM Schizachyrium scoparium. AREAS INTENDED FOR RESTORATIVE GRASS COVER SHALL BE OVER -SEEDED IN COMBINATION WITH ROOTED GRASS PLANTINGS AT A MAXIMUM O.C. SPACING OF 12 INCHES. GRASS PLANTING AND SEEDING SHALL BE DONE AT THE RECOMMENDED TIME OF YEAR FOR THE VARIOUS SPECIES. FOLLOWUP INSPECTION IS REQUIRED TO ESTABLISH THE THICK GRASS COVER. SITE NOTES 1. ZONING CLASSIFICATION - R-87; CLUSTER SUBDIVISION SPECIAL PERMIT NO. 2829, AUGUST 19.1991 2. PARCEL AREA 2.6 AC. 3. A PORTION OF LOCUS IS WITHIN FEMA FLOOD ZONE AE W/ BFE =13 AS SHOWN ON THE YARMOUTH FIRM PANEL 250010 0782J 4. ELEVATIONS REFER TO NAVD88 S. PLAN REF.: LAND COURT PLAN 4075-P LOT 106 6. ON-SITE SURVEY PERFORMED IN JULY 2017 L01 KEY MAP NO SCALE A-1 �ti+ OF ROBERT M. Ir PERRY 1 CIVIL �e No. 35880 FFG/STERE �S91ONAL ie ALBRIGHT.DWG REVISED NOV. 15, 2018 — MATCH LANDSCAPE PLAN DRIVEWAY REVISED OCTOBER 8, 2018 — STRIKE PERGOLA AND RELATED PATIO TOPOGRAPHIC SITE PLAN SHOWING PROPOSED REPLACEMENT DWELLING AT 6 SMTHS POINT ROAD, WEST YARMOUTH, MA ASSESSORS' MAP 5, PARCEL 6 SEPTEMBER 19, 2018 SCALE - AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. BOX -1517 EAST DENNIS, MA 02641 TEL: 508-385-1445 GENERAL WORK NOTES 1. ELEVATIONS REFER TO NAVD88. REFER TO THE BENCHMARK : A STONE BOUND ALONG THE NORTHEAST PROPERTY LINE. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION. 2. THE SITE WORK IS SUBJECT TO MASS DEP WETLAND ACT AND YARMOUTH WETLAND BY-LAWS. REFER TO THE ORDER OF CONDITIONS ONCE ISSUED. REFERENCE IS MADE TO SPECIAL PERMIT # 2829 ISSUED FOR THE "SMITHS POINT CLUSTER SUBDIVISION, AUGUST 19, 1991"; FURTHER REFERENCE IS MADE TO ANY SPECIAL PERMIT ISSUE FOR THIS SPECIFIC RAZE AND REPLACE PROJECT ONCE ISSUED. - 3.' PLAN REFERENCE: TOPOGRAPHIC SURVEY DATA PROVIDED BY SCHOFIELD BROTHERS OF CAPE COD, INC. SEPTIC SYSTEM AND WATER SUPPLY DETAILS ARE DERIVED BY CAPE COD ENGINEERING, INC. FROM IN -GROUND RESEARCH AND RECORD AS -BUILT INFORMATION. 4. THE SITE IS IMPACTED BY THE AE FLOOD ZONE TO THE ELEV. = 13 CONTOUR. 5. EXISTING OFF SITE WATER SERVICE IS ADRESSED BY EASEMENT DOCUMENTATION RECORDED AT THE MASS. LAND COURT. COPIES ARE AVAILABLE UPON REQUEST. 6. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALL CONFORM TO THE STATE SANITARY CODE, TITLE 5 AND TOWN OF YARMOUTH HEALTH DEPT. APPROVAL FOR THE DESIGN, 7. A REPLACEMENT 1,500 GAL, H-20 RATED SEPTIC TANK IS PROPOSED TO SERVE THE NEW DWELLING, U11LIZING THE EXISTING SYSTEM COMPONETS. 8. INSTALLER SHALL CONTACT ENGINEER AT TIME OF WORK COMPLETION PRIOR TO EARTH COVERING FOR SYSTEM CERTIFICATION IF REQUIRED. 9. CONTACT THE ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 10,N0 KNOWN POTABLE WELLS EXIST WITHIN 150 FT. OF THE PROPOSED SEPTIC TANK OR EXISTING COMPONENTS OTHER THAN THOSE SHOWN. 11. SITE WORK SHALL INVOLVE ONLY NATURAL MATERIALS FOR SUBGRADE AND SUBBASE FOR WALKS AND THE DRIVEWAY. RECYCLED MATERIALS SUCH AS "T" BASE AND / OR "ABC' C:) PRODUCTS ARE NOT PERMITTED. 12. REFER TO ARCHITECTS CONSTRUCTION DRAWINGS FOR EXACT BUILDING DIMENSIONS AND THE LANDSCAPE PLAN PREAPRED BY MARY LEBLANC LANDSCAPE DESIGN SHEET L-1. DESIGN DATA HYD. LOADING PROPOSED DWELLING - 2 BEDROOMS X 110 GPD/BR = 220.0 GPD SEPTIC TANK DESIGN p 220 GPD X 200% = 440.0 GPD Q__ A 1,500 GAL. SEPTIC TANK - ST 1500 -H-20 IS PROPOSED TO REPLACE U -i THE EXISTING TANK U Z EXISTING SAS DESIGN - 5 BEDROOM 1978 CODE APPROVED SYSTEM CAPACITY (PER EXISTING MUNICIPAL RECORDS) *THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT A-1 �ti+ OF ROBERT M. Ir PERRY 1 CIVIL �e No. 35880 FFG/STERE �S91ONAL ie ALBRIGHT.DWG REVISED NOV. 15, 2018 — MATCH LANDSCAPE PLAN DRIVEWAY REVISED OCTOBER 8, 2018 — STRIKE PERGOLA AND RELATED PATIO TOPOGRAPHIC SITE PLAN SHOWING PROPOSED REPLACEMENT DWELLING AT 6 SMTHS POINT ROAD, WEST YARMOUTH, MA ASSESSORS' MAP 5, PARCEL 6 SEPTEMBER 19, 2018 SCALE - AS NOTED PREPARED BY CAPE COD ENGINEERING, INC. ROBERT M. PERRY, P.E. BOX -1517 EAST DENNIS, MA 02641 TEL: 508-385-1445