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Home My WebLink AboutSign Off Transmittal -Teardown and RebuildADAMA MORINGALA HEREBY EXPRESSLY RESERVESTHE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMENTS,AND ARCHITECTURAL WORKS (INCLUDING GRAPHIC AND PICTORW, WORKS) UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACP OF 1990". REPRODUCTION OFANY KIND OR MANNERIS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MORING 351.6„ OCT 0 5 2021 HEALTH DEPT. AAM ARCHITECTURE & DESIGN �® 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM STAGER RE5IDENCE 233 PLEASANT ST., SOUTH YARMOUTH, MA ADAM ALn�vD�xMoxnvcn.iA. xEc.#2o682 DRAWING DATES/ REVISIONS -'-'-- _ PROP05ED FOOTPRINT 1X8 PYO HEAD TRIM WITH 2.5" PVO BAND MOULDING BUILD OUT TRIM ON 5/4" NAILER5 WINDOW TRIM DETAIL 50ALE 1-1/2" = 1'-0" PAINTED CLAPBOARD 51DING FIBER -GEMENT TYPE CLAPBOARD SIDING ON WOVEN TYPE MOISTURE DRAINING BUILDING WRAP 1X8 PVC, HEAD TRIM WITH 2.5" PVC BAND MOULDING BUILD OUT TRIM ON 314" NAILER5 EXTERIOR NOTES- A •PA W -P M P N N A V M NN =NDEDB WALL 4 T • RECOMMr SIDING TO BE INSTALLED ON OVEN M015TURE DRAINING BUILDING WRAP'RAINDROP BUILDING WRAP OR EQUAL AS APPROVED BY MANUFACTURER. TUCK SIDING UNDER FURRED OUT 1X FRIEZE BOARDAND UNDERSIDE/ RETURN TRIM OF RAKES. • ALL TRIM SHOWN TO BE PAINTED WHITE FVC TYPE TRIM PAINTED SIZE AS NOTED. • PLL GUTTERS AND DOWNSPOUTS TO BE WHITE ALUMINUM AND TERMINATE AT APPROPRIATELY DESIGNED WATER MANAGEMENT SYSTEMS (DRYWELLS) AT LOCATIONS SHOWN ON SITE PLANS. PROVIDE ALL UNDERGROUND PIPING AND CONNECTIONS. • WINDOWS TO BE WHITE EXTERIOR FINISH 5Y'ANDER5EN'("A" SERIES) WITH'5UN5MART GLAZING, WITH SIMULATED DIVIDED LITE INTERIOR AND EXTERIOR APPLIED MULLIONS VERIFY WITH OWNER WINDOW TRIM TO BE FVC- 1X5 JAMB TRIM, WITH BUILT OUT 1X8 HEAD DETAIL (WHERE SHOWN)AND SLOPED WINDOW SILLS. • CORNER TRIM TO BE 12" RAISED PANEL SME PAINTED PVC WITH CROWN AND TRIM ACCENTS SHOWN ON DETAILS. OTHER CORNER BOARDS TO BE 8" PAINTED FVC, WITH TRIM ACCENTS SHOWN, AND b" PVC AT SHED DORMERS. • FRIEZE BOARDS TO SE WI) AND 1Xb PAINTED PVC N/ 2.5" PVC BAND MOULDING AT GREEK REVIVAL GABLES. ALL OTHERS TO BE 1X8 PVC WITH 25" PVC, BAND MOULDING. • GARAGE DOORS TO BEl N5ULATEO COMPOSITE COTTAGE TYPE OVER ;9W',I�ry�¢AD DOOWA55ELECTED BYOWNER. .+lJ( )�VITL'/ 0 FRONT ELEVATION 5GALE 1/4" = 1'-0" E%TERIOR FRONT ENTRY DOORS TO Be INSULATED DOOR ST THRMA-TRU" OR EQUAL 8 PAINTED BENJAMIN MOORE COLOR AS SELECTED BY OWNER • PVC BRACKETS AT ROOF OVERHANGS TO BE 22'0Q2X8.5' MODELK5l0 AS NANUR BY'DURABRAC- OR EQUAL, PAINTED FINISH ALL COLUMNS TO BE 12' SQUARE PVC TRIM WITH PVO TMM BANDING AND DETAIL5A5 5HOWN, WITH FLA5HING ATTOP. SEE DETAIL ON PLANS • RO01-*14 TO BE-CERTAINTEED'LANDMARK TL'MOIRE SLACK (OR AS SELECTED BY OWNER)-ARCMTECTURAL SME ASPHALT SHINGLES. • RAKESATMAINGREEKREVNALGABLESTOBEFURREDOVTII'ROUGHTOMATCHOVERHANGDIMENSIONSWITHBUILT OUT BLOCKING. PVC TRIM AND ANGLED CROWN MOULDING WITH SOFFIT TRIM AND FRIEZE TRIM. SEE DETAILS FOR DIMENSIONS._ • RAKES AT DORMERS AND 2ND FLOORAREA5 TO BE FURRED OUTWITH BUILTOUT2 BLOCKING AND PVC TRIM(1"ON 1X10 R4KE)WITH SOFFlT/ ROOF OVERHANG/ GUTTER RETURNS. SEE DETAILS FOR DIMENSIONS. • OVERHAN6STOB IM. WITH PJC SOFFITTRIM NX10 WITH 1'CONT. VENT) • BOTTOM BOARDS TO BE 1X10 PJC WITH SLOPED CAP/ SILL AND FLASHING AT TOP. SEE DETAIL • ERONT 5TEP5AND PORCHTO BE BLUESTONE WITH BLUESTONE TREADS • ALLPORCHCEILINGS TO BE PAINTED PVC BEADBOARD TYPE FINISHORAS5ELECTED BYOWNER • RIDGE VENTS ATALL RIDGES WITH I"CONT. SOFFITVENTS AT OVERHANGS AT VENTED ROOF AREA5 ONLY. IFROOF ENVELOPE 15 UNVENTED, RIDGE VENTS NOT USED, GO TO COORD. ALL VENTING. • ALL EXTERIOR STONE STEPS/ PLATFORMS TO GRADE TO HAVE A MAX. RISER OFT • ALL FOOTINGS TO BE MIN. 40" BELOW GRADE • FRONT PORCHROOFINGTOBE5TANDINGSEAMMETALROOMNGBY'ATAVORF1iUA WWRA55ELECTEDBYOWNER WITH SOLID PLYWOOD UNDERLAYMENTAS RECOMMENDED BY MANUFACTURER. • GC TO COORDINATE REMOVALAND REUSE OF (2) TWO EXISTING SKYLIGHTSOF HOUSE TO BE RAZED AAM ARCHITECTURE & DESIGN 5TA6ER RESIDENCE ADAMAT.FxATvnERMORINGA.LA.MAREG.#2o68z f: NM/DD/W DRAWMGD—/R8VL41ON5 233 PLEA5ANT 5T.. 5OUTH YARMOUTH. MA 6 HIGHFIELD DR. SANDWICH MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM FRONT ELEVATION. - %- - T — O ADAMA MORINGAIA HEREBY IXPRESSLV RESERVES THE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMENTS, AND ARCHITEMRAL WORKS (INCLUDING GRAPHICAND PICTORW. WORKS) UNDER`rHE ARO TTECTURAL WORKS COPYRIGHT PROTECTIONACT OF 1990-. REPRODUCTION OFANY MND OR MANNER IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MOMNG EXTERIOR NOTE5,233 FL FASANT A • 9 E P A N B I IB - IN W PA T W IT -P IM PANT N ALL I A N M T N BY MANUFACTURER, • 5101 NG TO BE INSTALLED ON WOVEN MOISTURE DRAINING BUILDING WRAP'RAINDROP BUILDING WRAP OR EQUAL AS APPROVED SY MANUFACTURER. TUCKSIDING UNDER FURRED OUT 1X FRIEZE BOARD AND UNDERSIDE/ RETURN TRIM OF RAKES. • ALL TRIM SHOWN TO BE PAINTED WHITE FVC TYPE TRIM FAINTED 512E AS NOTED. • PLL GUTTERS AND DOWNSPOUTS TO BE WHITE ALUMINUM AND TERMINATE AT APPROPRIATELY DESIGNED WATER MANAGEMENT SYSTEMS (DRYW ELLS) AT LOCATIONS SHOWN ON SITE PLANS. PROVIDE ALL UNDERGROUND PIPING AND CONNECTIONS • WINDOW5T0 BE WHITE EXTERIOR FINISH BY'ANDERSEN'("A" SERI ES) WITH'SUNSMART' GLAZING, WITH SIMULATED DIVIDED LITE INTERIOR AND EXTERIOR APPLIED MULLIONS VERIFY WITH OWNER WINDOW TRIM TO BE FVC- 1X5 JAMB TRIM, WITH BUILT OUT 1X8 HEAD DETAIL WHERE SHOWN)AND SLOPED WINDOW SILLS. • CORNER TRIM TO BE 12" RAISED PANEL SME PAINTED FVC WITH GROWN AND TRIM ACCENTS SHOWN ON DETAILS. OTHER CORNER BOARDS TO BE B" PAINTED PVC, WITH TRIM ACCENTS SHOWN, AND B" PVC ATSHED DORMERS. FRIEZE BOARDS TO BE 1X10 ANP 1X6 PAINTED PVC W/ 2.5" F C, BAND MOULDING AT GREEK REVIVAL GABLES. ALL OTHERS TO BE 1X6 FYC WITH 2.5" FVC, BAND MOULDING. • GARAGE DOORSTO BE INSULATED COMPOSITE COTTAGE TYPE OVERHEAD DOORS BY "OVERHEAD DOOR'AS SELECTED BY OWNER. WINDOWS ON ANGLES NOTED ON MULTIPLE ELEVATIONS NOTE FOR WINDOW COUNT SEE PLAN VIEW • EXTERIOR FRONT ENTRY DOORS TO BE INSULATED DOOR BY`THRMA-TRU" OR EQUAL S PAINTED BENJAMIN MOORE COLORAS SELECTED BY OWNER • PVCBRACKETSAT ROOFOVERHANGSTOSE22"X1270.5"MODEL%OSTOASMANUF.BY'VURABRAC-OREQVAL,PAINTED FINISH ALL Ca W r -1N5 TO BE 12- SQUARE INC TRIM WITH PVC, TRIM BANDING AND DETAILS AS SHOWN, WITH FLASHING ATTOP. SEE DETAIL ON PLANS • ROOFSHI NGLES TO BE -CE RTAINTEED"'LANDMARK TL' MOIRE BLACK(OR AS SELECTED BY OWNER)-ARCHITEGTVRAL STYLE ASPHALT SHINGLES. • RAKES AT MAIN GREEK REVIVAL GABLES TO BE FURRED OUT 11"ROUGH TO MATCH OVERHANG DIMENSIONS WITH BUILT OVT2X BLOCKING. FVG TRIM AND ANGLED GROWN MOULDING WITH SOFFIT TRIM AND FRIEZE TRIM. SEE DETAILS FOR DIMENSIONS._ RAKER AT DORMLSS AND 2ND FLOOR AREAS TO BE FURRED OUT WITH BUILT OUT 2% BLOCKING AND FVC TRIM (1X3 ON 1X1O RAKE)WITH SOFFIT/ROOF OVERHANG/ GUTTER RETURNS. SEE DETAILS FOR DIMENSIONS. •OVERHANGS TO BE 111ROUOH DIM.TT M NX W • BOTTOM BOARDS TO BE 1%10 PVC WITH SLOPED CAP/ SILL AND FLASHING AT TOP. SEE DETAIL • FRONT 5TEF5 AND PORCH TO BE BLUESTONE WITH BLUESTONE TREADS • ALL PORCH CEILINGS TO BE PAINTED PVCBEADBOARD TYPE FINISH ORAS SELECTED BY OWNER • RID6E VENTSAT ALL RIDGES WITH i'CONT. SOFFIT VENTS AT OVERHANGS ATVENTED ROOFAREAS ONLY. IFROOF ENVELOPE 15 VNVENTW. ROSE VENTS NOT USED. 66 TO COORD. ALL VENTING. • ALL EXTERIOR STONE STEPS/ PLATFORMS TO GMDE TO HAVE A MAX. RISER OF T' • ALL FOOTINGS TO BE MIN. 40' BELOW GRADE • FRONT PORCH ROOFING TO BE STANDING SEAM M ETAL ROOFING BY'ATAV OR EQUAL COLOR AS SELECTED BY OWNER, WITH SOLID PLYWOOD UNDERLAYMENT AS RECOMMENDED BY MANUFACTURER • 6C TO COORDINATE REMOVAL AND REUSE OF (2)1 WO EXISTING SKYLIGHTS OF HOUSE TO BE RAZEO D , REAR ELEVATION A o2 SCALE 1/4" = 1'-0" Verify with local Inspector for tempered uAndow loc-tions prior to ordering windows. All glazing In stationary or operable doors to be tempered. All U -Factors and SHGG2 Value. taken from Andersen uabsfte and based on "A" SERIES Insulated L. -E glazing wfth SIMULATED TRU-DIVIDED applied grilles Inside and Go verily values uARI manuf. Prior to ordering uAnd— Tempered glezing varies silghtiy from values listed for U-Fador/ SHGC but comply with required values listed on cover sheet Ail U -Factors and SH662 Values listed comply w@h reAulred values listed on cover sheet 10104 5 M NSx P AAM ARCHITECTURE & DESIGN �® 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM STAGER RE5IDENGE 233 PLE,45ANT ST., SOUTH YARMOUTH. MA t � ry�S�. Ej, ADAM Ai.F.XATTi)ERMORINGA.IA.MAREG.#20682 MM/DD/YY DRAWINGDATES/RENS[ONS REAR ELEVATION 3 -/--/-- ADAMA MORING AIA HEREBY EXPRESSLY RESERVES THE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMEWS.AND ARCHITECTURAL WORKS (INCLUDING GRAPHICAND PICTORIAL WORKS) UNDER THE ARCHITEM L WORKS COPYRIGHT PROTECTION ACT OF 1990-. REPRODUalON OFANY RIND OR MANNER IS STRICTLY PROHIBITED WRHOUT EXPRESSED WRrTTEN CONSENT FROM ADAM A MORING. GENERAL SPECIFICATIONS CONSTRUCTION DOCUMENTS BUILDING CONSTRUCTION PLANS AND 517EGIFICATIONS PROVIDED FOR STAGER RESIDENCE 23.3 PLEASANT STREET YARMOUTH, MA AAM ARCHITECTURE & DESIGN Adam A. Moring A.IA 6 Highfield Drive Sandwich, MA 500-566-9336 Site plans prepared by others SEE COVER SHEET LAW5 ORDINANCES AND PERMITS: 1. Contractor shall give notices, obtain all permits, licenses, certificates of inspection, of approval, of occupano costs of the same. Contractor shall apply and obtain for the Building permit, and related permits. 2. G.C. responsible to coordinate the requirements of 100 CMR 9R' edition, IRC 2015, and "WFCM" manual exposure a I iu mrm, completes 6necxust rou r.mK oou 1.1.1.1, ana additional strapping as shown on cover sheet and detailed on plans. Comply with Energy Code 2015 1 E0 as noted below. Plans do not include design of HVAC, mechanical, plumbing, electrical, or any other utility systems. Plans are drawn to comply with the prescriptive Insulation values set forth MCC 2015 Table N402.1.1 It shall be the responsibility of GC to comply with these code requirements and Coordinate required minimum insulation (and resulting framing andl or finish material sizes), testing, Inspections, and requirements of local building officials. GC to review plans and notify architect If any portions of the plans need to be modified or redesigned as a result of compliance any of these requirements, or use of alternate building systems resulting from mechanical/ utility systems. COMPLIANCE All work shall Comply with applicable Federal, State, and Municipal codes, laws, regulations, ordinances, and covenants. Contractor Is responsible to notify Architect of any discrepancies or non-conformldes In plans and to bear all costs arising from rectifying work knowingly performed Contrary to law, codes, or best practice. SHOP DRAWING5 The Contractor shall submit 3 copies to the Architect for his review, schedules, shop and setting drawings, fabdcetlon details, etc. giving all necessary details for the specific proper fabrication and placing/ Installation of the work and materials. The drawings shall be checked by the Contractor prior to submission to the Architect and shall be used for construction only after approval by Architect. The review of the drawings will Indicate only that the general method of constructing and detailing Is satisfactory and shall not Be construed as permitting any departure from the Contract requirements, or as relieving the Contractor of the responsibility for errors that may occur In his drawings. The Contractor shall notify the Architect In writing of any discrepancies between the Architectural Drawings before Continuing the work. No work shall take place without approved shop drawings andlor samples. GUALITYOF THE WORK All work shall be In accordance with the accepted trade practice and all materials shall be suitable for their purpose. The Owner and or Architect will judge the quality of the work and uA11 have the right to reject any work that Is not acceptable. GUARANTEE Except as otherwise noted, The Contractor shall guarantee all work against defects for (1) one year from date of Substantial Completion. Necessary repairs or changes to Include making good, defective or inferior work and all damage to property Caused by such work or by connecting such work. CONDUCT OF THE WORK Provide necessary enclosures, barricades, barriers, scaffolding, ladders, etc. as required for safety. Lines, Level and'Grades: The General Contractor shall layout all work and establish all points, grades lines and levels, and shall assume all responsibility for the same. Rubbish removal and cleaning up: Clean up and removal each week all trash, waste, and refuse material of any nature resulting from any work At Completion of building leave "Broom Glean" and do all special Gleaning Including uAndows, stains, fingerprints, floor and wall tile, polish hardware, dusting, etc. PROTECTION AND INSURANCE Continuously maintain adequate protection of all work and matedals from damage and protect Owners property from Injury or loss arising In connection with Contract. Maintain adequate Insurance for protection under "Workmen's Compensation", claims for personal Injury and other Insurance as required by local codes and best Practice. Fire Insurance willbe carded by Owner on 100% of Insurable value of the structure, not Including the Contractors tools and equipment. WINDOWS 1. All windows and glass sliding/ french doors Indicated on plans to be as manufactured by "Andersen" A -SERIES series with high performance low E glazing or equal Sizes as Indicated on plans. 2. Pack all voids between window and rough opening with Insulation. 3. All bedrooms shall have one opening window or exterior door to permit emergency egress as required by State Code 20'.24" clear either direction. 4. Finishes and hardware shall be selected by 6.6./ owner. 5.GC to verily with local Building Inspector the locations of tempered safety glass required for this project and notify architect of any changes or deviations from plans prior to ordering windows. PAINTING 1. Clean and prepare all surfaces to be painted. 2. All Interior and mderior trim or millwork to receive (3) three coats on all surfaces, sanded between coats. Ali joints and comers to be prepared and painted according to manuf. specifications. 3. Protect all finish palmed areas from damage. 4. Colors- as selected by owner 5. All wood to be stained shall have color treatment and polyurethane with (3) three coats, sanded between coats. ROOFING AND FLASHING 1. Roofing shall be architectural style asphalt shingles as selected by owner. Shingles to be classified using A5TM D 3161 modified and Installed to use a wind speed of 110 mph as required by state building code. 2 Provide and Install concealed flashing at all Intersections of roofs and walls, chimneys, valleys, and elsewhere where required or as shown on drawings. 3. Installation shall conform to manufacturem'speclflcations and applicable code requirements. 4. Protide 15# roof felt under all asphalt shingle auras with a minimum 4:12 pitch. Provide self adhered roof membrane "Ice and Water 5hleW" by Gmce or equal under all rooflng at areas under a 4:12 pitch. 5. Provide self adhered roof membmre'Ice and Water 5hield" by'Gr-a or equal at all areas from gutter to 36" up roof and all valleys. 6. All gutters and downspouts to be aluminum. Style as selected by owner/ G.C. Minimum 4 1/2 Inch profile. All downspouts to terminate at drywalls. See site plan for locations. 7. Standing seam metal roofing to be prefinished metal coated 226A panels 20"oc spacing as manufactured by "ATAS INTERNATIONAL INC' or approved equal. Provide shop drawings and manufacturers Information. Install per manufacturers recommended details and meamods. DOORS 1. Garage doors to be upward acting electrically motorized, Insulated sectional doom, with remote operation by remote control. Sizes as Indicated on plans. Doors to be Cottage panel style by'OVERHEAD DOOR' or equal as shown (with glazing/windous) on elevations and shall be selected and approved by the Owner and Architect prior to order. 2. General Contractor shall verify final sizes prior to framing opening in wall for doors. 3. All exterior doors to be weather-stripped and have aluminum threshold and stainless steel hinges. 4. Finish Hardware to be selected by Owner for all doors. 5. All Interior doors to be sloe panel wild wood doors as selected by 6.6.1 oIvner, 1 3/6" thick with sizes as Indicated on plans. _ AAM ARCHITECTURE &DESIGN 5TAGER RE5IDENCE ' 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM 233 PLEA5ANT 5T., 5OUTH YARMOUTH. MA ��`'; ADAM Ar.FxA�vnFRMORIIVGA.IA.MAREG.#Zo682 �°° DRAWD4GDATEB,REV9DNB RIGHT SIDE ELEVATION ----- ADAMA MORINGAIA HEREBY WRESSLY RFSERVESTHE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANCEMENTS,ANO ARCHITECTURAL WORKS (INCLUDING GRAPHICAND PICTORIAL WORKS) UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTEC IONACT OF 1990". REPRODUCNON OFANY KIND OR MANNER IS STRICTLY PROHIBITED WITHOUT E%PRESSED WRITTEN CONSENT FROM ADAM A MORINO. PLUMBING All materials and workprovided shall be In accordance with the following Codes and standards: 1. Massachusetts Plumbing and State Building Code 2. Occupational Safety and Heath Act 3. Standards of the Undenuiters Laboratories (UL) 4. Local/ Town official's/ Inspectors requirements 5. Where the Contract documents Indicate more stringent requirements than the above Codes and requirements, the Contract Documents shall take precedence. b. G.G. shall be responsible for all permits, fees, and securing Inspections and approvals necessary. 7. Insulate all hot and cold water piping. ELECTRICAL Work shall include but not be limited to the following: 1. Provide and Install electrical outlets as required by code. 2. Provide and install all light fixtures and switches 3. G.L. Is responsible for entire house electric, T.V., Cable, Lighting, Alarms (as applicable), Telephone, and low voltage, materials and Installation as required for a complete Installation Complying with all Codes. GYPSUM MILL BOARD 1. Interior Gypsum wall and ceiling boards to be 1/2' Blue -board with skim coat plaster with smooth finish unless oftwAse indicated by the owner. 6arage areas to receive 5/15" hype '%" fire rated gypsum with plaster finish with trowel finished surfaces on ceilings only with all walls and beams etc. to be smooth finish. 2. Tape all joints with nylon self adhesive tape. Exterior corners to receive metal comer beads and and exposed edges to receive NLN mold S. Screw wallboard with screws spaced max. of iTo.c. for callings and ib'o.a for walls and as required by Code. DAMPPROOFING 1 All exterior of foundation walls to have damp -proofing which shall be "5ealmastle emulsion Type 2 as manufactured by W.R. Meadows, Inc. or equal with Installation as per manufacturers written Instructions. Run damp -proofing from grade to bottom face of footing. CAULKING AND 5EALIN6 1. Sealant for exterior joints noted on the drawings as "sealant' shall be'Dynatrol I" as manufactured by PeCore or equal 2. All sealant shall be In accordance with manufacturers specificadons. All joints to be sealed shall be thoroughly cleaned before work Commences. Prime all joints when required by manufacturers written instructions. 5. Joints to be sealed shall include but not be Nmited to; exterior joints; windows and doors; between dissimilar materials; under saddles and sills; where shown on drawings and where required to provide a weatherproof joint. 4. Caulking for InterlorJolnts shall be # 707 as manufactured by PTI or SC -155 as manufactured by PeCore or equal. 5. All caulking shall be in accordance with manufacturer's specifications. All joints to be caulked shall be thoroughly cleaned before work commences. Prime all Joints "an required by manufacturers written Instructions. b. Joints to be caulked shall Include but not be limited to; Interior joints, Interior door frames, where noted on drawings. D , LE:T 510E ELEVATION _ A 04 SCALE 1W = 1'-0" Verify with local Inspector for tempered window locations prior to ordering windows. All glazing in stationary or operable doors to be tempered. All U -Factors and SH6C2 Values taken from Andersen webste and based on "A" SERIES Insulated Low -E glazing with SIMULATED TRU-DIVIDED applied grilles Inside and outside. Gc verify values uAth manuf. Prior to ordering windows Tempered glazing varies slightly from values listed for U-Fadod 5H6C but comply wth required values listed on ewer sheet All U.Factors and SI -16C2 Values listed comply with required values listed on cover had I � ADAM AT.FXANDERMORINGA.I"A.MAREG.#20682 AAM ARCHITECTURE & DESIGN STAGER RESIDENCE ry +'i % t` MM/DD/YY aRAWINC DATES/REWBIONs 233 PLEASANT ®® ST.. 50UTH YARMOUTH, MA 6 HIGHFIELD DR., SANDWICH, MA 508-566-9338 AMORING@AAMCAPEARCHITECT.COM ; LEFT 510E ELEVATION `� ,�_� AAM ARCHITECTURE & DESIGN ®� 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM IV-V 233 PLEA5ASTAGER REsiDENCE NT 5T.. 5OUTH YARMOUTH MA - 4 40 ` �; �� , , AM Ar.FxnivnERMORIN m __, , _ -- -- PROPOSED 15T FLOOR PLAN -- -%- GA.I.A. MA REG.#20682 DRAWING DATZ4/REVL90N$ O ADAMAMOM GALA.HEREBYW% SSLYRESERVESTHECOPYRIGHT01 THESE DESIGN DRAWINGS, IDW,ARRANGE! WORKS (INCLUDING GRAPHIC AND PICI'ORIA ARCHITECTURAL WORKS COPYRIGHT PRUE' REPRODUCTION OFANY KIND OR MANNER IS WI THODT EI(PRESSED WRITTEN CONSENT H Verify uAth local Inspector for tempered window bcalions prior to ordering windows. All glazing In stationary or operable doors to be tempered. AllLLFactors and 514662 Values taken from Andersen a abstte and based on "A" 5ERIES Insulated Lou+ glazing uAa151MULATED TRU-DMDED applkd grRles. inside and outside. Gc verify values uAlh manuf. Prior to ordering uAndoua Tempered glazing varles allghtl j from values llsted for U-FacWr/ 51466 but comply wkh required values) ted on cover sheet All U -Factors and 514662 Values Ilsted comply wkh required values listed on cover sheet 4'-3 =-.J"0-= XI5' INC SKYLIGHT NEW OCATION GCC ORDINATE b'-3 5 ON. WAW SOFFIT BELOW AT KITCHEN SEE 2ND FLOOR FRAMING FOR BEAM ENG. I?l�JST CATHEDRAL CEILIN65 DORMER WALL 50 m OPEN TO BELOW 3"TYPICAL R091,13 6 FA 101 q ' i 14'- " v o m m 4--'-' SET WINDOWS T -O" ' z v O M ENG. PO5T to V ATVALLEY z W N BEDROO #3 O v 'N 14' '• - w Jl LINEN ? W W Ul lL Nry Y r N f ,Y z � 5 ______ bXb ENG. POST ' _ < fin N AT VALLEY Qr F 0 0 W F W CLOSET DORMERW INSULATED DOOR WITH WEATHERSTRIPPING O W X w N w O OR LOW W 5TAIR DOWN 1SR 14T I-70[4S CI 2-0" n a W lL z lL W Q f d O 0 b'r1" M i UNFINI5HED w � o 4Z W 'Z' OQ Rin < Q N = g BEDROOM #4 O v I I F � Q (V I G.H. 8'-4 1/4" ROUGH "ry O= N lrf SLOPED CEILING 1 I 01 5LOPE0 CEILINGS _OO Om A i 18'-9 1/2" AREA CALCULATIONS Q in SET WIN W5®T-0" '. SET WINDOWS®T'-0" 5 b�D0 ADO ATAD3028 B wlNDowUNIT wATTIC b'-3 5 ON. WAW SOFFIT BELOW AT KITCHEN SEE 2ND FLOOR FRAMING FOR BEAM ENG. I?l�JST CATHEDRAL CEILIN65 DORMER WALL 50 m OPEN TO BELOW 3"TYPICAL R091,13 6 FA 101 OCT 0 5 2021 ° 1 - PROPOSED 2NFLOOR PLAN AL 56ALE 1/4" = 1'-0" - _ HEALTH DEPT. PERMIT SET 10-05-2021 AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM ry ' i ADE'MALEX NDERMoxIrG`'.i.A.M` REG.#zobsz v o m - -- PROPOSED 2ND FLOOR PLAN 4--'-' ' z v O M ENG. PO5T to V ATVALLEY z W N O O v o w Jl to z OCT 0 5 2021 ° 1 - PROPOSED 2NFLOOR PLAN AL 56ALE 1/4" = 1'-0" - _ HEALTH DEPT. PERMIT SET 10-05-2021 AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM ry ' i ADE'MALEX NDERMoxIrG`'.i.A.M` REG.#zobsz v o --/ - -- PROPOSED 2ND FLOOR PLAN 4--'-' ' au w O � 02 A5 5TORAGE § z Q a AREA o O TYPICAL 5'-T1/2'KNEEWALL SEE SECTIONS — ? W W Ul lL N f ,Y F ______ bXb ENG. POST ' _ < fin r W AT VALLEY Qr F I W F W to W W W INSULATED DOOR WITH WEATHERSTRIPPING O W X w N w O m I 5 5TAIR DOWN 1SR 14T I-70[4S 2-0" n a W lL z lL W Q f d O 0 b'r1" M i UNFINI5HED w � o 4Z W 'Z' OQ Rin < Q 5TORAGE I I p z O v I I F � Q (V I G.H. 8'-4 1/4" ROUGH SLOPED CEILING 1 I I APPROX. 8'4" C.H. _OO Om i 4 m AREA CALCULATIONS W TYPICAL S'-T1/2"KNEEALL SEE SECTIONS 1ST FLOOR= 3112 5 F SUN ROOM= (INCLUDED) SET WINDOWS®T'-0" (NIG GARAGES/ DECK5 ETC.) B B ADH3 50 A0143 50 OR MAIN H5=115 SF G°�L�l�ih0�hWJ1QRHE 2ND FLOOR=948 5F OCT 0 5 2021 ° 1 - PROPOSED 2NFLOOR PLAN AL 56ALE 1/4" = 1'-0" - _ HEALTH DEPT. PERMIT SET 10-05-2021 AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM STAGER RESIDENCE 233 PLEA5ANT 5T.r SOUTH YARMOUTH, MA ' i ADE'MALEX NDERMoxIrG`'.i.A.M` REG.#zobsz MM/bD Y -DAM/- --/ - -- PROPOSED 2ND FLOOR PLAN 4--'-' ADAMAMORINGALAHEMWUPRBSSLYRESERVFSTHECONMGHT01 FOUNDATION NOTES AND DESIGN THESE DESIGN DRAWINGS,IDEASARRANGEMENTSANDARCHITECTURAL 233 PLEASANT ROAD WORKS(INCLUDING GRAPHIC AND PICTORIAL WORKS) UNDER 'THE SOUTH YARMOUTH, MA STAGER RESIDENCE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 199V. _ SEE SITE PIANS FOR BUILDING LOCATIONANDSLB ELEVATIONS BUILDING IS NOT LOCATED IN A DESKS HATED FLOOD ZONE REPRODUCTION OF ANY KIND OR MANNER ISTTRICTLY PROHIBITED • FOUNDATION SYSTEM FOR HOUSE CONSISTS OF NEW REINFORCED ID" FOUNDATION STEM WALLS WITH FOOTINGS, AND SLAB ON GRADE WITH FULL BASEMENT. SEE FOUNDATION PLANS AND DETAILS WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MOILING • BEARING CONDITIONS BASED ON WELL DRAINING COMPARED SAND OR RAVEL WITH 3DOOPSF MIN. SOIL BEARING CAPACITY -GC TO VERIFY SOIL CONDITIONS AND NOTIFY ARCHITECT IF ANY DEVIATIONS EXIST. • GC/ OWNER TO PROVIDE AN UNDER SLAB VAPOR/ AIR BARRIER SYSTEM. • ALL EXTERIOR FOUNDATIONS TO RECEIVE 2 COATS OF ASPHALT BITUMINOUS BASED DAMPROORNG FROM GRADE DOWN TO BOTTOM OF FOOTINGS. • ALL PENETRATIONS TO FOUNDATION WALLS TO BE SEALED WATER TIGHT. • G.C. TO PROVIDE AND COORDINATE PEREMETER DRAINAGE SYSTEM CONSISTING GENERALLY OF WELL DRAINING GRAVEL UNDER SLABS AND AROUND BASE OF WALLS/ FOOTINGS, PERFORATED PIPING, MESH/ FABRIC, AND OTHER SYSTEM COMPONENTS WHICH TERMINATES TO DRYWELLS. MIN PER 01 I AND PER DES N BELOW I .!_ 10'-0" POUR AT NFW HIGH WALLS 8 9FT AT LOW SEEM WAIS! SHEL_L^r_ TIDNS ,•EE OEfAllS fOR TOP OF WALL ELEVATIONS ITO W EL=XI PROPOSED UNBRACED RLL HT M- B'-0^ AT FULL FOUNDATIONS •_ VERTICA- ftEeAR�32"DCI LOCATE VERT RE8AR5 ON TENSION/ INSIDE FACE OF WALL AS SHOWN' _ HORIZONTA-k6REBARPMP/MIDDLE/BOTTOM _ TIE At re TO HOR17ONTAL R AAR5 • ALL STEEL TO BE INSPECTED BY G.C. AND ARCHITECT PROIR TO POUR&GCTO PHOTOGRAPH ALL REBAR AFTER INTALLATION DO NOT BACKFILLUNTILALL FOUNDATION WALLS ARE BRACED. NEW FOOTINGS..=_ .. 2A"%12•X [DNF. VERTICAL, II6 REBAR 0 24!Q.r TIED TO WALL REINF 2X3 FORMED KEYWAY ATTOP OF FTG UNDER FDN. WALL FDN ANCHOR BOLTS • L FMBEDDEDB"WjjLj QA -BOITS/ AB TO BE INSTALLD IPOST-POUR DRILLDINTO SHL AND FOU NDATIONI FROM TOP OF WALLPLATE AS SHOWN PER MANDF SPECIFICATIONS ANCHOR BOLTS PER SPACING ABOVE AND G^-12" FROM BUILDING CORNERS PER'WFCM' MANUAL 11OMPH EXP. B AD l TRAPPINGISe HI hWi dPmi RS On Cov Sh etl iIMPSON'LSTA 12' 2OGa STRAP IORCOIL STOCK)@32'OC AT RIM TO STU D CON NECTIONS- SEE FIGURE 5 WFCM(WALLS) AND DETAILS ON PLANS 1X10 FVC BOTTOM BOARD AND 2.5" PVC BAND MOULDING WITH 5LOPED 1X CAP W/ FLA51-1I1,16 OVERTOP UP FACE OF WALL 1/2 ROUND PVC TRIM®BTM ----- -- BLUESTONE PATIO AS SELECTED BY OWNER SET ON &ALV. REINF. CONC. SLAB TYPICAL 2X6 EXTERIOR WALL CONSTRUCTION WITH 1/2"CDX PLYNID AND MOISTURE DRAINING BUILDING WRAP UNDER CLAPBOARDS PER MANDF. BASE TRIM AS SELECTED BYOWNER TITEN HD' BOLT5 (2ALV. BASE TRIM AS SELECTED EMBEDDED e• WITH GALV 3"X::"X 1/4^ PLATE WA5HERS BY OWNER AT 42"00 AT AL STEMWALL GONNECTION5 f24^OC AT SLABS) FLOORING AS SELECTED BOLTS 1 AB TO BE INSTALLED FROM TOP OF WALL BY OWNER PLATE AS SHOWN PER MANDF 15T FL. ELEV= 16:5FT T.O.W. EL.=16.19'11 718" (60s SERIES) ENGINEERED _._._-- ._. Jg15T5-BY-B045E CASCADE" WITH 3/4" PLYWD SUBFLOOR SHELF TO MATCH LOW N GLUED AND NAILED STEM WALL POUR m SEE FRAMING PLAN FOR SPACING SEE INSULATION SPECS. FOR ALL AREAS T.0.5HELF EL.=15.21' 'SIMPSON' H2.5 SERIES HURRICANE CLIP AT AL JOISTS PERP. TO FDN. P.T. 2/2X SILL WITH ANCHOR BOLTS SEE FOUNDATION NOTES FOR'TITEN HD' SIL ANCHORS WITH PLATE WASHERS ILL N O 10"CONCRETE FOUNDATION WALL 5EE 01/ A-05 FC VERTICAL `7 AND TOP/MUDDLE/BTOM HORIZONTAL DETAIL/ NOTES 2X3 P.T. WOOD FRAME ENCLOSURE -BLUESTONE PATIO AS SELECTED BY OWNER SET ON GALV. REINF. GONG. SLAB 15T FL. ELEV= 16.5FT PORCH FINI514 Ed.= 16.0' [:8 CRUSHED.GRAVEL COMPACTED AND FLUSH UNDER INSUL: 2 0" I- IT N..I FOUNDATION FOUNDATION DETAIL@ H16H VV LL A 8 50ALE 1-1/2"= V-0" YIFFt- Kh1E9S' (VERTICAL REBAR INSTALLED ON INSIDE/ lulu T -I not meet these min. values. 5011 Testing shall be provided by Owner prior to ary construction. TENSION SIDE OF WALL AS SHOWN) 2. Bottoms of exterior footings shall be extended a min. of 48" below finished grade on undisturbed soll or properly compacted ground. See #1 [` CF G. TO ' �RA11111 -PFR 2213>KEYWAY IN 24"X 12"D X CONT. F a 3. Where footings are stepped, bottoms to be stepped not more than 2 feet vertical to 4 feet horl-tal. &C to determine locations determined §ONEROTMAB WITH 6Xb WWF REINFORCING D! by final grades In field. _ FENT AT MID-51LAS p and proper protection. „ SLAB TO 8E OVER 2`R10 RIGID INSULATION BOARD a 5. Do not backfill against foundation walls until lateral supports, top and bottom, are effective, unless ..If is adequately braced and Inspected. (INSECT RESISTANT) o T. Where filling Ls necessary to meet the required slab elevations, provide a granular flit compacted to min. modified AA5HO T-160 densly of -6MIL. POLY. VAPOR BARRIER TO BE INSTALLED UNDERSLAB OVER THE INSULATION 95%. Grade to be stripped of all top soil and unsuitable fill and deleterious material before applying Fit. SLAG ELEV= 6.54FT 2X3 P.T. WOOD FRAME ENCLOSURE -BLUESTONE PATIO AS SELECTED BY OWNER SET ON GALV. REINF. GONG. SLAB 15T FL. ELEV= 16.5FT PORCH FINI514 Ed.= 16.0' [:8 CRUSHED.GRAVEL COMPACTED AND FLUSH UNDER INSUL: 2 0" I- IT N..I FOUNDATION FOUNDATION DETAIL@ H16H VV LL A 8 50ALE 1-1/2"= V-0" YIFFt- Kh1E9S' P.T. WOOD 7MP ENCLOSURE 6X6 P.T. POSTS WITH CAP AND BASE CONNECTIONS '51MPSON' POST -POUR INSTALLED P05T ANCHOR INTO CONCRETE P.T. BOX SILL AT FRAMING 1X8 PVC BTM TRIM AT TOP OF BASE AITH 1/4 FAT E AS VIALEROUND RIM CAP STONE OWNER J0I5T5 BY "BOISE CASCADE" WITH 3/4" PLYWD 5UBFLOOR GLUED AND NAILED SEE FRAMING PLAN FOR SPACING SEE INSULATION SPECS. FOR AL AREAS AILP ENTRY PORCH BASE TRIM AS SELECTED BY OWNER FLOORING AS SELECTED BY OWNER SHELF TO MATCH LOW STEM WALL POUR - 2/2X5 PT 51L WITH 5/8" DIAMETER "SIMPSON" TITEN HD' BOLTS 6ALV. EMBEDDED b" WITH GALV 3"X3"X 1/4" PLATE WASHERS AT 42"OC AT AL STEMV4ALL CONNECTIONS (24"OC AT SL485) BOLTS / A B TO BE INSTALLED FROM TOP OF WALL PLATE AS SHOWN PER MANUF. 10" CONCRETE FOUNDATION WALL WITH #6 REBARS 32"0.6. VERTICAL AND TOPI MIDDLE/ BTM. HORIZONTAL (VERTICAL REBAR INSTALLED ON INSIDE/ TENSION SIDE OF WALL A5 5HOWN) 2X3 KEYWAY IN 24"X 12"D X CONT. CONC. FOOTING 4" NCRETE SLAB WITH 6X15 WWF REINFORCING AT '.ID -SLAB 3L TO BE OVER 2"R10 RIGID INSULATION BOARD (INS CT RESISTANT) bM . POLY. VAPOR BARRIER TO BE INSTALLED U, RSLAB OVER THE INSULATION GRAVEL COMPACTED UNDER INSUL 1 SAND/5U8GRADE TYPICAL 2X6 EXTERIOR WALL CONSTRUCTION WITH 1/2" CDX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CLAPBOARDS PER MANDF. 15T FL. ELEV= 16.5FT -1X10 PVC BOTTOM BOARD AND 25" PVC BAND MOULDING WITH SLOPED 1X CAP NV FLA5HING OVER TOP UP FACE OF WALL N 112 ROUND PVC TRIM®BTM m T.O.W. EL.=15.21' I PERF 1. All footings shall bear on flan undisturbed soil minimum bearing capady of 1.5 TONS per 50. FT. Notify architect If existing soll conditions do T -I not meet these min. values. 5011 Testing shall be provided by Owner prior to ary construction. WITH FABRIC COYER 2. Bottoms of exterior footings shall be extended a min. of 48" below finished grade on undisturbed soll or properly compacted ground. See #1 [` CF G. TO ' �RA11111 -PFR above. a 3. Where footings are stepped, bottoms to be stepped not more than 2 feet vertical to 4 feet horl-tal. &C to determine locations determined OUND PEREMETER by final grades In field. _ FENT 4. All excavation and foundation construction to be in the dry. No concrete Is to be placed In the water. When water Is found, provide pumps and proper protection. 5. Do not backfill against foundation walls until lateral supports, top and bottom, are effective, unless ..If is adequately braced and Inspected. b. Exterior foundation wall shall be damp -proofed with we of approved bituminous material from bottom of footing to finish grade. T. Where filling Ls necessary to meet the required slab elevations, provide a granular flit compacted to min. modified AA5HO T-160 densly of 95%. Grade to be stripped of all top soil and unsuitable fill and deleterious material before applying Fit. 8. Provide an addltional layer of wire fabric over conduits, pipes, etc., where same is embedded In slab. 9. No placements are to be made until all embedded items pertaining to the electrical and mechanical trades have been set In forms. The Contractor shall Coordinate with other trades to obtain necessary Information. Set tops of all slabs to accommodate architectural finishes. 10. 6.0. to locate all utility block-outs requires In slabs or walls prior to pour. 11. G.O. Is responsible to coordinate locations of straps, anchors, accessories, act. required to be Installed in concrete foundatiord footings (as ---1X8 PVC BTM TRIM AT TOP OF BASE indicated on plans, and as required by state! local building code and "WFGM" manual) prior to pour, and be Inspected by architect. GC to WITH 1/4 ROUND PVC TRIM CAP document all connections with photographs. CONCRETE 5 1l2" 1. All concrete shall be stone aggregate having a minimum strength of 3000 P.S.I. at 28 days. 2. Reinforcement shall be deformed Intermediate grade new billet steel, ASTM A-615, grade 60: defomlations, ASTM A-305; W W.F. ASTM A. /6X6 P.T. POSTS WITH CAP AND 185, as indicated on plans. BASE CONNECTIONS 3. All intersecting walls and steps, etc. shall be keyed and doweled together as per plan. SEE SECTION 4. All bars marked Continuous shall be lapped 32 diameters at splices and comers. Hook bars at non -continuous ends. 5. All bars shall be securely tied In place to prevent dislocation. Alternate Intersections at splices. 6. Min. concrete cover for reinforcing: 3" for footings; 3/4" for =Its and slabs not exposed to weather. 7. Concrete for floor slabs to have mal. slump of 4"; For all other concrete work, a max. slump of 6". 8. Contractor to document final Installation of reinforcement w4th photographs, video or other means and such shall be made available upon request by Owner or Architect, or Building Dept. official If applicable. Architect to be notified with min.3 day notice of foundation pour for R Inspection of reinforcement and formwork Be required by Architect. 9. Foundations/ footings to be reinforced as per foundation plan and building codes. G.C. is responsible to coordinate locations of straps, anchors,accessories, etc. required to be Installed In concrete foundation/ footings (as Indicated on plans, and as required by state/ local building Code and"WFGM" 110 MPH EXP. B manual) prior to pour, and to be Inspected by architect and building official. P.T. WOOD 7MP ENCLOSURE 6X6 P.T. POSTS WITH CAP AND BASE CONNECTIONS '51MPSON' POST -POUR INSTALLED P05T ANCHOR INTO CONCRETE P.T. BOX SILL AT FRAMING 1X8 PVC BTM TRIM AT TOP OF BASE AITH 1/4 FAT E AS VIALEROUND RIM CAP STONE OWNER J0I5T5 BY "BOISE CASCADE" WITH 3/4" PLYWD 5UBFLOOR GLUED AND NAILED SEE FRAMING PLAN FOR SPACING SEE INSULATION SPECS. FOR AL AREAS AILP ENTRY PORCH BASE TRIM AS SELECTED BY OWNER FLOORING AS SELECTED BY OWNER SHELF TO MATCH LOW STEM WALL POUR - 2/2X5 PT 51L WITH 5/8" DIAMETER "SIMPSON" TITEN HD' BOLTS 6ALV. EMBEDDED b" WITH GALV 3"X3"X 1/4" PLATE WASHERS AT 42"OC AT AL STEMV4ALL CONNECTIONS (24"OC AT SL485) BOLTS / A B TO BE INSTALLED FROM TOP OF WALL PLATE AS SHOWN PER MANUF. 10" CONCRETE FOUNDATION WALL WITH #6 REBARS 32"0.6. VERTICAL AND TOPI MIDDLE/ BTM. HORIZONTAL (VERTICAL REBAR INSTALLED ON INSIDE/ TENSION SIDE OF WALL A5 5HOWN) 2X3 KEYWAY IN 24"X 12"D X CONT. CONC. FOOTING 4" NCRETE SLAB WITH 6X15 WWF REINFORCING AT '.ID -SLAB 3L TO BE OVER 2"R10 RIGID INSULATION BOARD (INS CT RESISTANT) bM . POLY. VAPOR BARRIER TO BE INSTALLED U, RSLAB OVER THE INSULATION GRAVEL COMPACTED UNDER INSUL 1 SAND/5U8GRADE TYPICAL 2X6 EXTERIOR WALL CONSTRUCTION WITH 1/2" CDX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CLAPBOARDS PER MANDF. 15T FL. ELEV= 16.5FT -1X10 PVC BOTTOM BOARD AND 25" PVC BAND MOULDING WITH SLOPED 1X CAP NV FLA5HING OVER TOP UP FACE OF WALL N 112 ROUND PVC TRIM®BTM m T.O.W. EL.=15.21' I PERF RATED PVC DRAINAGE PIPE T -I -AND SYSTEM WITH FABRIC COYER -f [` CF G. TO ' �RA11111 -PFR ORD. SYSTEM TO OPE AND AT ENDS LLS. PROVIDE VIDE O GRAVEL AT a = BASE A OUND PEREMETER _ FENT E FOUNDATION 3F.0 0WHID CT 0 5 2021 EALTH DEPT EM WALL AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM� STAGER RE5IDENCE 233 PLEA5ANT 5T., 5OUTH YARMOUTH, MA , � � ,�. ADAM AT EXANDER MORING A.I.A. MA REG.#20682 MM/DD/YY DRAWINDDATFS/-EmNs ' --/- /-- , - - - _ FOUNDATION DETAILS AND INFORMATION - a ADAMA ROBING ALA HEREBY EXPRESSLY RESERVESTHE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMEWS, AND ARCHITECTURAL WORKS(INCLUDING GRAPHIC AND PICTORIAL WORKS) UNDER 'THE --OFFSET RIDGE ARCHITECTURALWORKSCOPYRICHTPROTECTIONACTOF399O RUN RAFTERS THRU REPRODUCTION OFAW MND OR MANNER ISSTRIULY PROHIBITED ® EN05 OF LONGER DORMER - WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MORING 2X12 RIDGE BOARD 12/12 PITCH PROVIDE 2X4 RIDGE TI 5 2X12 RIDGE BOARD AT ALL RAFTERS/ RIV6 E PROVIDE 2X4 RIDGE TIES 26'-11 AT ALL RAFTERS/ RIDGE 2X8 FALSE ROOF FRAM-0 I G STRUCTURAL STEEL BEAM 13'" �OVERFRAME ON MAIN FTER5 2x12 RAFTERS® 16-OC PROVIDE RIDGE BEAM WITH 5 GOX PLYWD PROVIDE 2X4 RIDGE TIES 7/12 PITCH 7/12 PITCH WITH ASPHALT ROOFING AT ALL RAFTERS/ RIDGE OVER SELF ADHERED RUBBER 2,12 RAFTERS® 16"00 2,12 RAFTERS® 1b"OC MEMBRANE UNDERLAYMENT WITH 5/b" CDX PLYWD WITH 5/15" COX PLYWD OR 30# NIP. FELT UNDER WITH ASPHALT ROOFING WITH ASPHALT ROOFING "- ROOFING OVER SELF ADHERED RUBBER OVER SELF ADHERED RUB 3ER 2X10 CEILING JOISTS @ 1 b"O. MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYME T TYPICAL 2Xb EXTERIOR WALL OR 30# W.P. FELT UNDER OR 30# W.P. FELT UNDER 1 CONSTRUCTION WITH 1/2" CDX PLYWD BM. G.L. 3/12 PITCH ROOFING ROOFING AND M015TURE DRAINING BUILDING 8/12 PITCH WRAP UNDER CEDAR SHINGLES b'-6" 1 -b 12/1 [71TCH _ 8/12 PITCH FRAME WALL UP TO RAFTERS 8/72 PITCH BED R OM n 2X8 RAFTERS AT PORCH CANTILEVER CEILING JOISTS AT O.H. 2X6 COLLAR TIE5 q Q 16"0.0. AT 16" O.C. w � 2X10 CEILING JOISTS 1 G. - 2X10 CEILING JOISTS ® 16"O.G 2.5/U PITCH 8 12 PITCH ILA it :n FRAMING BEYON BEARING WALLII! AT HIP BAY Z TYPICAL2XbExrERIORWALL KITCHEN/ DINING AREAS m CATHEDRALCEI G p 1ST FLOOR AREAS G ERE ~ TYPICAL 2Xb EXTERIOR WALL CONSTRUCTION WITH 1/2" COX PLYWD CONSTRUCTION WITH 112" COX PLYWD 4 d o AND MOISTURE DRAINING BUILDINGF RCH m v -' AND MOISTURE DRAINING BUILDING -Q�'. 5UNR00M MASTER SUITE WRAF UNDER CEDAR SHINGLES d WRAP UNDER CEDAR SHINGLES O 11T/6-1301511 CA5CADE" ENGINEERED JOISTS Q (SEE FL. FRAMING PLAN) b DWITH 3/4" PLYWD SUBFLOOR 1X3 5TRAPPING@16"OC _.. SEE DETAIL i103/ -0b 11 t/b" "BOISE CASCADE" ENGINEERED J I TS FOR LOW STEM 11 t/b" "BOISE CA56AOE" ENGINE :DJOISTS (SEE 15T FL. FRAMING PLAN) FOUNDATION (SEE 15T FL. FRAMING PLAN) WITH 3/4" PLYWD SUBFLOOR WITH 3/4" PLYWD SUBFLOOR 1>35TRAPPING@16"OC SEE DETAIL#01/A-06 1X35TRAPPING@16"00 UNFINISHEDBASEMENT SEE DE AIL #02 A-0b FOR HIGH. OUR STEM WALL FOR HIGH POUR STEM WALL UNFINISHED BASEMENT FOUNDATION UNFINI5HED BASEMENT FOUND TION AT PORCH ------ o a o 0 0 0 4" REINFORCED CONCRETE SLAB 10" REINFORCED CONC.FDN. WITH bX6 NLW.F. MID-SLAB AND WITH 24X12" REINFORCED CONCRETE FOOTING 10 MIL. POLY. V.B. UNDER SLAB G /� A G WITH 2X3 KEYNIAY (POLY. OVER 2" RIGID IN5UL. 4b' p 1 SEGTION AT MAIN MAIN HOUSE SEE FOUND. PLAN AND DETAILS 0 2 SECTION AT GREAT ROOM AROUNDPEREMETER) p 3 SECTION AT MASTER-SUITE A09 SCALE 1/4 = V-0" A09 SCALE 1/4"= 1'-0" -- A09 SCALE 1/4"= 1'-0" -- - INSPEG FIG REMENR '5EE PAGE A-05 FOR TYPICAL HIGHiNALL AND STEM " W 1. EXTERR)R MNLLSTOHAVE5M'R-21HIGH-R INS0003ON WALL FOUNDATION DETAILS N WN NA N 2. INSUTATE ALL INTERIOR MNLLS (UNFACED) FOR SOUND MINAATIOM. PLANS PRAWN ASSUME MIN PRESGRIPTNE VAW ES PER p0151ELC TABLE MPLIA A ARG N1102 AND AS NOTED 3. 1-T FLOOR FRAMING TO NAVE 9 A-R-W BATT INSULATION BELOW GG TPCppMB Ireu -Tipq Shea, —0.. Ek. AM 0— F x ,,g PRM MW Re9Wnmw8a F I WetlanIrebI eMBLP6deptre9WNareMa. PROVIDE FOAM INSULATION AND SEALANTS ATSR15, INTERSECTING MATERW5 AT PERIMETER, ANDUTIIO PENETRATION5 4 2"v FLOOR FRAMINb TO RAVE 1Y R30 FADED BATT. INSUL ABOVE SPAGE55UCHA5 GARAGE LLG5.,891YY R-30 UNPAGED BATT MSUL(for avurWlreW.)ATOTHER FLOORS WffHHEATEDSPAGE BEWWFLOOR • M N V MA APP A 5. ENVELOPE TO BE INSULATED INC WRING ALL OPEN ROOF FRAMINGI RAFTERS AND FlNLSHED LATH. GIGS. TO HAVE 2x12 RAFTERS 8 PROPER VENTS, I 9 X- OF GLOSEP CELL FOAM IN PUCE, IN UM. R6.0/INCH(+l."5TOTAL)IN5UL(5TRAPPINGOPTIONAL). FILLALL VOIDS AND AIRSPACES (OTHERTHAN PROPERVENTMRSPACE) _ FENESTRATON U-FAGTOR.030 b. INSTALL PROPER VENTS(ATALL ROOF RAFTERS)COMPATIBLE YUTM FRAM INSULATION AND INSTALL IN LIFTS TO PREVENT PROPER VENTCALLAPSE OR HEAT DAMAGE CEL - fR-. FTR EE MIN) - 1. BASEMENTSUB TO BE INSUUTEp WTM 2'RIGID FRAM BOARDS R10 AT4B-AT PERIMETERHORVANTAL WOOD FRAME WALL R-V BASEMENT WALLS UNFlNEiHEp ANP NOTINSUUTEP (CEILINGS ABOVE INSULATEp) FLODR R-VAIL 9. BASEMENT WALLS FINISHED SHALL BE INSULATED WITH b' R.15MIN. LLOSEO CELL FOAM IN PULE INSUUTON ON FOUNDATION WALLS. SPADEVW STUDS 3IN FROM FOUNDATION PNLLTO ALLOW FOR INSULATION - 10. INSULATE ALL HOT AND COLA WATER%%N6. _ SLAB R-VAwE. Rt 11, ALLCLOSEP CELL AND OPEN CELL FOAM IN PUCE INSULATION TO BE PROVIDED AND INSTALLED PER MANUFACTURERS RECOMMENPADONS. NITH ALL VOIDS AND AIR SPACES FILLED COMPLETELY (OTHER THAN "If Beaar�eM apace la left vWrisM1ed/WMnBBW. PROPERVENTAIRSPAGEi 6ENERALLONTRACTOR5RESPONSIBLEANDSHALLINSPELTALLINSUVWNINSTAL OW CONDITIONS. PEOR TO, AND AFTER WORK 15 COMPLETED. 12. IF OPEN CELL INSULATION IS USEp,A VAPOR BARRIER SHALL BE INSTALLEp ON THE WARMSIp THE �N� MENTON S, ROOFETC.) 13. ANY EXPOSED FOAM INSULATION SHALL BE COVERED WffHVJiI 11IICI VJ TPAIINT�U�1{MPATIBLE/APPROVEO WITH INSUUTbNMhNUFAGTURER. A5 AL10WEp BY LOCAL BUILDING CODE OFFICNIS. O I -- oCT 0 5 2021 HEALTH DEPT. AAM ARCHITECTURE &DESIGN ®� 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM 5TAC7ER RE51DENGE 233 PLEA�5A�NT 5T., SOUTH YARMOUTH. MA a q l Y `�` ALEXANDER M° G '#2°682 YL DNB bW DD/YY PRAWINGDATEB,REVIMONE BUILDINGSEGTIONS 4 O -140. GA.—HEREDY E%PRESSLY RESERVESTH¢ CONMG-01 5.5X3.5",1(1/4" 5' COLUMN I THESE DESIGN DRAWINGS IDEAS,ARRANGEMENTS,ANDARCHITE=RAL SEE FOUNDATION PLANS & DETAILS � WORKS (INCLUDING GRAPHICAND PICTORIAL WORKS) UNDER'THE w Ww w z F—MANUAL ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT 01190. REPRODUCTION OF ANY KIND OR MANNER IS STRICTLY PROHIBITED �w U3 1 WITHOUT ESPRESSED WRRTEN CONSENT FROM ADAM A MORING. �m 1=� 01 1 I X Wm ry � 0 N JO .. _X 101 O I , hn � lxru sr yay.J FQ \ r ms`s. F ¢f q 1,10win .'E .•. k 3.3ti M _ a ' £'ce. is t '6,f tmai 1 Il. 110I, U.. ..y ir,e iat,+i. .r. j'ate:+ i y.6 . •. .+h5. J .6911c , I t �I. w; _. <t, e, 4, �«x •,z. �.. x. �.; IrY. tca. La°:,�a. CpL°ir�g Ei:"Ga WI v ufs Yaiia^a:.d I'd sit z 5,J o le,s - t Ftm,. ¢istirih��g 1 , h -l!age mx awa _E 9 '� X';4 -Nd is A4. .wW ! gn #e �e �a aPxkpmd ..sap may No- .. M SEP lbs p: W<.o.:Lc3_ 50LID BLOCKING PER'WFCM' MANUAL AT 2 END BAYS 48"OC MAX 5PACING TYPICAL ALL END BAYS PERPENDICULAR TO JOISTS SOLID BLOCKING PER'WFCM' MANUAL AT 2 END BAYS 45"OC MAX 5PAGING TYPICAL ALL END BAYS PERPENDICULAR TO J015TS ALL FOUNDATION WALLS PERPENDICULAR TO JOISTS: PROVIDE JOIST SHELF WITH 2X P.T. SILL ANCHORED TO FOUNDATION WALL SEE DETAIL 01/A06 —� 15T FLOOR FRAMING NOTE5: -ALL J015TS TO BE 11-"7/8" 6052.0 SERIES @12 &16" Or, ENGINEERED JOISTS BY "BOISE CASCADE" UNLESS NOTED OTHERWI5E. ALLOYVABLE SPAN 18'-0"@12 O.G.& 1 b'-9" @1 b" O.G. WITH DE516N ALLOWANCE 40PSF LL, 20P5F OL L/960 DEFLECTION ALLOWABLE SPAN 21'-b" @ib" O.G. WITH DE516N ALLOWANCE 40P5F LL, 20P5F OL L/480 DEFLECTION LOCATION OF JOIST 5PAGING AND SPAN ALLOWANCE DETERMINED BY ROOM/ SPACES ABOVE AND AS SHOWN ON FRAMING PLANS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW PRIOR TO ORDERING MATERIALS -PROVIDE FIRE PROTECTION FOR ALL EXPOSED ENGINEERED J015TS A5 APPROVED BY BUILDING DEPT. AND ARCHITECT. (FIRE RATED INSULATION OR GYPSUM COVER) -SEE 5ECTION5 FOR WALL HT5, AND ADDITIONAL INFORMATION ON JOIST AND BEAM G E NNSwavl�N INDICATES HIGHLOCATIONS SEE FOUNDATION PLANS & DETAILS -G.C. TO COORDINATE EXACT J015T LAYOUT WITH BEAMS ETC. SEE SECTIONS -PROVIDE MIN. 1 J015T UNDER PARTITIONS PARALLEL TO FRAMING -ALL JOISTS TO HAVE JOIST HANGERS AT FLUSH BEAM OR HEADER CONNECTIONS -RUN 1 ROW OF5TRAPPING ON EACH ROW OF BLOCKING SHOWN -TYPICAL RIM BOARD TO BE 1-1/4" ENGINEERED RIM SOLID LUMBER ALL FOUNDATION WALL5 PERPENDICULAR TO JOISTS: PROVIDE JOIST SHELF WITH 2X P.T. SILL ANCHORED TO FOUNDATION WALL F—SEE DETAIL 011 A08 EN SHADING INDICATE5 I WALL POUR FOUNDATION PLANS & DETAILS X SOLID BLOCKING PER "FCM' MANUAL AT 2 END BAYS 48"OC MAX 5PAC ING TYPICAL ALL END BAYS PERPENDICULAR TO JOISTS ■l��f�IF TAILS )@ PORGH FRAME GREEN 5HADIN6 INDICATES 5.5X3.5",1(1/4" 5' COLUMN I S SEE FOUNDATION PLANS & DETAILS � K w Ww w z F—MANUAL � �w U3 1 71 �m 1=� 01 1 I X Wm ry � 0 N JO O I yay.J FQ SOLID BLOCKING PER'WFCM' MANUAL AT 2 END BAYS 45"OC MAX 5PAGING TYPICAL ALL END BAYS PERPENDICULAR TO J015TS ALL FOUNDATION WALLS PERPENDICULAR TO JOISTS: PROVIDE JOIST SHELF WITH 2X P.T. SILL ANCHORED TO FOUNDATION WALL SEE DETAIL 01/A06 —� 15T FLOOR FRAMING NOTE5: -ALL J015TS TO BE 11-"7/8" 6052.0 SERIES @12 &16" Or, ENGINEERED JOISTS BY "BOISE CASCADE" UNLESS NOTED OTHERWI5E. ALLOYVABLE SPAN 18'-0"@12 O.G.& 1 b'-9" @1 b" O.G. WITH DE516N ALLOWANCE 40PSF LL, 20P5F OL L/960 DEFLECTION ALLOWABLE SPAN 21'-b" @ib" O.G. WITH DE516N ALLOWANCE 40P5F LL, 20P5F OL L/480 DEFLECTION LOCATION OF JOIST 5PAGING AND SPAN ALLOWANCE DETERMINED BY ROOM/ SPACES ABOVE AND AS SHOWN ON FRAMING PLANS. MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW PRIOR TO ORDERING MATERIALS -PROVIDE FIRE PROTECTION FOR ALL EXPOSED ENGINEERED J015TS A5 APPROVED BY BUILDING DEPT. AND ARCHITECT. (FIRE RATED INSULATION OR GYPSUM COVER) -SEE 5ECTION5 FOR WALL HT5, AND ADDITIONAL INFORMATION ON JOIST AND BEAM G E NNSwavl�N INDICATES HIGHLOCATIONS SEE FOUNDATION PLANS & DETAILS -G.C. TO COORDINATE EXACT J015T LAYOUT WITH BEAMS ETC. SEE SECTIONS -PROVIDE MIN. 1 J015T UNDER PARTITIONS PARALLEL TO FRAMING -ALL JOISTS TO HAVE JOIST HANGERS AT FLUSH BEAM OR HEADER CONNECTIONS -RUN 1 ROW OF5TRAPPING ON EACH ROW OF BLOCKING SHOWN -TYPICAL RIM BOARD TO BE 1-1/4" ENGINEERED RIM SOLID LUMBER ALL FOUNDATION WALL5 PERPENDICULAR TO JOISTS: PROVIDE JOIST SHELF WITH 2X P.T. SILL ANCHORED TO FOUNDATION WALL F—SEE DETAIL 011 A08 EN SHADING INDICATE5 I WALL POUR FOUNDATION PLANS & DETAILS X SOLID BLOCKING PER "FCM' MANUAL AT 2 END BAYS 48"OC MAX 5PAC ING TYPICAL ALL END BAYS PERPENDICULAR TO JOISTS ■l��f�IF TAILS )@ PORGH FRAME GREEN 5HADIN6 INDICATES ADAM Ar.FxANDFERMORING A.I.A. MA REG.#2o682 HIGH WALL POUR Agy�DAy SEE FOUNDATION PLANS & DETAILS 50LID BLOCKING PER'WFGM' AT 2 END BAY'S 46"0( F—MANUAL MAX 5PAGIN6 TYPICAL ALL END BAYS PERPENDICULAR TOJOISTS 1 I I I I � TYPICAL 1.25'X 11 T/8" ENGINEERED AT LOW STEM WALL/ BOX FRAME EEd r}-115 FLOOR FRAMING PLAN SCALE 1/4"= V-0" AAM ARCHITECTURE & DESIGN STAGER RE5IDENGE 6 HIGHFIELD DR., SANDWICH, MA 02563 233 PLEA5ANT 5T., 5OUTH YARMOUTH, MA 508-566-9338 AMORING@AAMCAPEARCHITECT.COM �15T FLOOR FRAMING PLAN WASTE ABOVE REffgioyllf OCT 0 5 2021 HEALTH DEPT ADAM Ar.FxANDFERMORING A.I.A. MA REG.#2o682 O Agy�DAy DRAWING DATES/REVLSIONS DAM A MORINGAIA HEREBY EXPRESSLY RESERVES THE COPYRIGHT 01 HESE DESIGN DRAWINGS, IDEAS, ARRANGEMENTS, AND ARCHITECTURAL VORKS (INCLUDING GRAPHICAND PICTORIAL WORKS) UNDER'THE RCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990'. '.EPRODULTION OF ANY KIND OR MANNERIS STRICTLY PROHIBITED VITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MORING FIN15H FLOOR A5 5ECEGTED BY OWNER 3/4" TOUNGUE & GROOVE PLYWOOD GLUED AND NAILED TO 11 715" ENGINEEF IN5UL. FLOOR -50LID BLOCKING SEE IN5UL SPECS 2ND FLOOR FRAMING NOTES: -ALL J015T5 TO BE 11-1/8" 605 2.0 SERIE5 @12" &16" Or, ENGINEERED JOISTS BY "13015E CASCADE' UNLESS NOTED OTHER N15E. ALLOWABLE SPAN 16'-q"@16" O.G. WITH DE516N ALLOWANCE 40P5F LL, 20P5F OL L/960 DEFLECTION ALLOWABLE SPAN 21'-6"@16" O.G. WITH DESIGN ALLOWANGE 40P5F LL, 20PSF OL L/480 DEFLEGTION LOCATION OF J015T 5PAGING AND 5PAN ALLOWANCE DETERMINED BY ROOM/ 5PAGE5 ABOVE AND A5 5HOWN ON FRAMING PLAN5. MANUFACTURER TO PROVIDE SHOP DRAWIN65 FOR ARCHITECTS REVIEW PRIOR TO ORDERING MATERIALS -PROVIDE FIRE PROTECTION FOR ALL EXPOSED ENGINEERED J015T5 A5 APPROVED BY BUILDING DEPT. AND ARCHITECT. (FIRE RATED IN5ULATION OR 6YP5UM COVER) J015T5@16"OG -5EE 5EGTIONS FOR WALL HTS, AND ADDITIONAL INFORMATION ON J015T AND BEAM LOCATIONS -G.G. TO GOORDINATE EXACT J015T LAYOUT WITH BEAMS ETC. 5EE 5EGTIONS -PROVIDE MIN. 1 J015T UNDER PARTITIONS PARALLEL TO FRAMING -ALL J015T5 TO HAVE J015T HANGER5 AT FLU5H BEAM OR HEADER GONNECTION5 -RUN 1 ROW OF 5TRAPPING ON EAGH ROW OF BLOCKING 5HOWN -TYPICAL RIM BOARD TO BE 1-1/4" ENGINEERED RIM 50LID LUMBER --5/6" TYPE "X" FIRE RATED GYPSUM ON 1X3 STRAP INC AT 16"OG -W12X26 OR 40 STEEL BEAM 15EE FRAMING PLANS FOR LOCATION/ 51ZEI WITH 2X TOP NAILER BOLTED WITH 1/2" THROUGH BOLTS TO FLANGE 24"OG 5TA66ERED 5/8" TYPE "X" FIRE RATED GYPSUM ON 1X3 STRAPPING AT 16"00 WRAPPED AROUND BEAM 0 2 STEEL BEAM DETAIL A 11 SCALE 1-1/2"= 1'-0" SOLID BLOGKING PER'WFGM' MANUAL AT 2 END BAYS 48"OC MAX 5PAGING TYPICAL ALL END BAYS PERPENDICULAR TO J015T5 - - TYPICAL 2X6 WALL CONSTRUCTION @ T-0" PLATE HTS. --- - 10 - - - PROVIDE Gt POST GAP TO OREAM rQNNrC.1 PROVIDE SHOP K 3.5"X3.5" STEEL IKIK w Z O W X z NIL L a c STUB P05T DOWN TO HEADER OVER FIREPLACE OPENING (3) 2X12 HEADER ENG. POST TRAY CEILING 5EE 5ECTION FRAME WALL UP CANTILEVER CEI AT O.H. -SOLID POST —SOLID POST (2) 1.95"X 11.875" LVL BEAM FLUSH FRAME TYPICAL 2Xb WALL CONSTRUCTION @ IT -0" PLATE HT5. -50LID BLOCKING PER'WFGM' MANUAL AT 2 END BAYS 48"OG MAX 5PAGING TYPICAL ALL END BAYS PERPENDI( TO JOISTS AAM ARCHITECTURE & DESIGN STAGER RESIDENCE i 2 MM/DDM 7233 PLEASANT 5T. SOUTH YARMOUTH, MA � , 6 HIGHFIELD DR., SANDWICH, MA 02563 -P k -- 508-566-9338 AMORING@AAMCAPEARCHITECT.COM --% 2ND FLOOR FRAMING PLAN ADAM AT FXANDER MORING A.LA. MA REG. # 20682 DRAW INGDATES/ AEV[SIONB r R PROVIDE RESTRAINED GAP CONNECTION (UPLIFT LOAD AT POST/ BEAM) N SHEAR WALL AT GARAGE > LL ADDITIONAL LAYER OF 1/2'PLYWOOD LL -- - AT INTERIOR FACE OF WALL bXb N PO T AT ENTIRE WALL LENGTH (DOOR SIDE ONLY) W I AVOID HINGE POINTS WITH PLYWOOD SEAM5 m 1 26 5T EL EA U DE 5EEW R5HEET (3) 1.75"X 11.675" LVL BEA RA IN -5 E T L FLUS FRAM BGANTILE REND 1)1.75"X11875"LVL--- w (2) 11.87 ' LV B M 1 1 5H HO 6X6 ENG. POST N 6X6 6. POST - .TS FL 5H RA E 6X6 ENG. POST I I -- bXb ENG. Ff 5T TO RIDGE BEAM ---CANTILEVE D SEE ROOF FRAMING - OF 5TEEL BEA P NbX285TEEL B�AM FL51-1 50 ID_ LO KIN �—W72%53 STRUCTURAL RIDGE bXb EN . P 5T5 HEAR WALL AT GARAGE INC - I SEE ROOF FRAMING PLAN ADDITIONAL LAYER OF 1/2"PLYWOOD ---�- - J —bXb ENG. P05T 7-51/2"TO RIDGE BEAMuJUS -- AT INTERIOR FAGS OF WALL AT ENTIRE WALL LENGTH (DOOR SIDE ONLY) DLUMN -- - bXb E G. P05T SEE ROOF FRAMING bXb ENG. POST - (BEAR ON STEEL BEAM ONLY) N i Q' m 1 m y` 1 40 TE L EA U DE AVOID HINGE POINTS WITH PLYWOOD SEAMS SEE DOVER SHEET I JO 1 i --(1)1.75"X 11.875" LVL m RA IN - 5 E D TA O I I -- FLUSH HDR bXb ENG P T 6X6 ENG. POST __ i I I 1 I BM. BOTTOM FLUSH WITH 1 CEILING@S'-0" _5EE ROOF FRAMING 50.11) LO KI G _ 1 SOLID POST - SEE ROOF FRAMING FOR PORH BEAM 8 DETAIL #011 A-15 I FOR BEAM INFO. -5 -10105 TYPICAL 1.25" X 11 7/8" ENGINEERED RIM JOISTS /� y ("V 2021 � /L i OCT 0 5 1 HEALTH EALTH DEPT. I Z ; U 1 p_. _._._.L_._._._._._._._._._._.._. ---- _ .---------- . 01 A 5 _. _ O 1 0 1 5 GOND FLOOR FRAMING PLAN 56ALE 1/4"= l' -o^ PERMIT SET 10-05-2021 AAM ARCHITECTURE & DESIGN STAGER RESIDENCE i 2 MM/DDM 7233 PLEASANT 5T. SOUTH YARMOUTH, MA � , 6 HIGHFIELD DR., SANDWICH, MA 02563 -P k -- 508-566-9338 AMORING@AAMCAPEARCHITECT.COM --% 2ND FLOOR FRAMING PLAN ADAM AT FXANDER MORING A.LA. MA REG. # 20682 DRAW INGDATES/ AEV[SIONB r ADAM A MOFUNG-A HEREBY IXPRES.1-11VEET IE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS, ARRANGEMENTS, AND ARCHITECTURAL WORKS (INCLUDING GRAPHICAND PICTORIAL WORKS) UNDER THE ARCHITE= LWORKSCOPYRIGHTPROTECTIONACTOF1990". REPRODUCTION OFANY KIND OR MANNER IS STRICTLY PROHIBITED W HOUTEKPRESSEDWRr1-1'ENCONSENTFROMAOAMAMOWNG STRUCTURAL STEEL 1. Design, fabrication, and erection of structural steel to conform to the latest AISC spedflcatlons. All steel to conform to ASTM A-50 (ASTM A-53 for pipe sectlons) G.G. to provide shop drawings for all steel structure and connections, through steel manuF. or subcontractor, available for architects general review. 2.All shop connections to be welded with min. 1/4" weld 3. Burning of holes or cuts in steel members In the field Is not permitted. 4. Steel Contractor to field check anchor bolt setting before erecting steel and General Contractor to be responsible for setting same accurately. 5. Contractor shall fleld measure and be responsible for all dimensions affecting the work 6. All steel to be shop primed except as noted. to be galvanized. 7. Field connections to be 314" bots unless noted othenulse on the drawings. 8. Provide shop furnished q/1 b" holes 24" on center max. staggered on web and flanges Be required for the attachment of wood blocking with 1/2" through bolts and 3/4" holes for 5/8" bots. q. All beams to be fabricated with natural camber up. 10. All columns which provide bearing for steel beams shall have adequate bearing and be properly attached to beam. Steel columnsshall have steel cap plate welded to column and through bolted or welded to the steel column. Nbod columns to have a steel cap plate or steel angle through boted to steel beam and column. All columns to have solid bearing on beams, columns, foundation, or blocking and be secured to the support Offset base/ cap plates as required at exterior walls, or where plates would Interfere or protrude Into finishes. Provide shop drawings for all connections. ROUGH AND FINISHED CARPENTRY 1. All framing lumber, unless noted, shall be Eastern Spruce with the following min. properties: Fb-1200, Fc=400, E=1,200,00. All gluelam engineered beams to be manufactured by "BOISE CASCADE" or 1LEVEL/ wayerhaeuser", no substitutions, and sizes as Indicated on the drawings. Follow manufacturer's details and specs. for connections, Installation, modifications/ cutting, storage, and handling of such products unless specifically detailed on drawings otherwise. Atemate 2. Use "51mpson" framing anchors at each rafter to beam, header, or plate connections unless otherwise noted on drawings. Use "Simpson" "M[U"jolst hangers at all flush connections of jolsts to beam or ledger and w shown on drawings. Use "Simpson" H 2.5 seder hurricane clips at all rafter to plate connections. See plans for straps and connections required at foundation sill, floor and wall framing. Install all anchors, connections, and blocking per manufacturers specifications and applicable code requirements, and "pNFCM" manual 110 MPH EXPOSURE B, and adds local strapping as shown on cover sheet and on plan details. 3. Lumber and Its fastenings to conform to the"National Design Specs. for Stress Grade Lumber Manufacturing Assoc." Framing Contractor shall coordinate his] her work with that of the other trades. Framing members shall be located So as to clear plumbing lines, mechanical ducts, etc. 4. All header sizes shown on drawings are min. sizes. Where not Indicated, headers shall be sized to meet State Code requirements. Contractor may use larger sizes for standardization at his/ her discretion. 5. Headers shown as having "112" plywood" on drawings shall have one continuous sheet of plywood full height and length of header, sandwiched between dimensional lumber or gluelam engineered lumber stock. 6. Plywood sheathing - A. Subfloors, Exposure iii. 3/4" APA "Bturd-I-Floor" 24" span rated 23]32" glued and nailed construction. B.Wali. and Roof, 5wo /8" CDX exterior grade plyod. C. Treated lumber shall be "Nlolmanlzed" 0.40lbs./tuft. retention. Treated lumber shall be used at all wood sills in comact with masonry, concrete and locations close to exterior ground surface, as well w locations shown on dmuAngs. All exterior hardware and fasteners In contact with P.T lumber shall be Stainless Steel or as recommended by P,T. lumber and fastener manufacturer Including but not limited to fasteners, nails, bots, joist and other type hangers, etc. T Hardwood Interior trim If used shall be plain sawn, white oak AWI "custom" grade or as selected by owner. 8. Exterior trim unless otherwise noted to be Cellular PVC 545 (sealed on all 4 edges) by'AZEK" or equal with profiles as shown on draw4ngs. All joints and comers to be prepared and adhered according to manuf. spedflcabons. All trim joints and holes to be filled and prepared m recommended by manufacturer, to be palmed as recommended by trim manufacturer. 0 N 2xb KNEEWALL AT V-7 ill" ABV. 2ND FL. LINE WITH 3.5" BIRD'SMOUTH OUT AT RFTR 2x6 WALL AT V-4 112" ABV. 2ND FL. LINE WITH 3.5" 5 IRD'5MOUTH CUT AT RFTR 2x6 KNEEWALL AT 5'-11/2" ABV. 2ND FL, LINE WITH3.5" BIRD'SMOUTH OUT AT RFTR - .TYPICAL 11" OH WRAPPED AROUND FRAME UPPER FLAT CEILING � `� �� _ �' '; ��,E< AND TIE TO RAFTERS BUILDING TIES WITH ROOF FRAMING NOTES: ARCHITECTTE -ALL RAFTERS TO BE2X12AT 16" OG UNLESS NOTED OTHERWISE -ALL RAFTERS TO HAVE HURRICANE TIE5'51MPSON' H2.5 SERIES 15T FL. LINE WITH 5.5" NAILED TO RAFTER AND WALL PLATE OR FLOOR FRAME. O -SEE SECTIONS FOR COLLAR TIES, RIDGE TIES, AND CEILING J015T FRAME WALL RAFTERS LOCATIONS CANTILEVER CEEILINNG JOISTS ATO.H. -G.C. TO COORDINATE EXACT CEILING J015T LAYOUT WITH RAFTERS WALL PLATE @ 11'-0 3/4' LAYOUT. CEILING J015TS TO BE SISTERED AND NAILED TO ADJACENT 5.5' BIRDS MOUTH RAFTER CUT SEE SECTION -- RAFTERS UNLE55 BOX FRAME, RAISED PLATES, OR OTHER CONDITIONS APPLY. -SEE SECTIONS FOR STRUCTURAL RIDGE LOCATIONS AND FALSE ROOF TYPICAL 11" OH WRAPPED AROUND OVERFRAME5 BUILDING -TYPICAL RIDGE BEAMS TO BE 2X12 WITH 2X4 RIDGE TIES FOR FULL SEE ELEVATIONS RAFTER BEARING AND TO MEET 110MPH7q.F.G.M: REOUIREMENT5 SEE -ALTERNATE RIDGE TO BE 1.95"X 14" LVL ENGINEERED LUMBER FL. (UNLESS SIZED AS STRUCTURAL RIDGE-COORD. WITH ARCHITECT) 2X8 RAFTERS AT TH15 SHED ROOF AREA jC MATCH O.H./ SOFFIT OF 8112 ROOF AREAS --� .TYPICAL 11" OH WRAPPED AROUND STAGER RESIDENCE 233 PLEl�S>4NT ST.. SOUTH YARMOUTH, MA ROOF FRAMING PLAN � `� �� _ �' '; ��,E< 6X6 BUILDING 2xb WALL AT T-0" ABV. SEE ELEVATIONS 15T FL. LINE WITH 5.5" ME O R BIRD'5MOUTHCUTATRFTR.---- i N TB MT Drb WALL AT q'-0" ABV. MAI 1ST FL. LINE WITH 5.5" F E 5 BIRD'SMOUTH OUT AT RFTR.4!!t SEE 2N FL. RA INGTELBE 2xb ViALL AT IT O"ABV. %'R'O 19T FL. LINE WITH 5.5" BIRD'SMOUTH GUTAT w SOLID POST Ow RI 13.0" -SOLID P05T 2x6 KNEEWALL AT 5'-711 ABV. 2ND FL. LINE WITH 3.5' F BIRD'SMOUTHCUTATRF CLC. FALSE RAFTERS UtiDERV.fiEtC. TO FORM TOWER 35'-b" ON MAIN RAFTERS 2x6 KNEEWALL AT 5'-7,12"ABV. 2X6 RAFTERS AT PORCH Q 1 ROOF FRAMING PLAN 2ND FL. LINE WITH 3.Y BIRD'5MOUTH OUT AT RFTR 16" O.G. 0 2 fa 1 A 12 SCALE 1/4"= 1'-0" 216 WALL AT T-0" ABV 1ST FL. LINE WITH 5.5" BIRD5MOUTH GUTAT RFTR. TYPICAL 11" OH WRAPPED AROUND BUILDING SEE ELEVATIONS -2xb WALL AT T -O" ABV. 1STFL LINE WITH.5.5" BIRD'5MOUTH GUT AT RFTR. 03 A 216 KNEEWALL AT T-1 1/2' ABV. 2ND FL. LINE WITH 3.5" BIRD'5MOUTH CUT AT RFTR -ROOF OVERHANG 15 AT GARAGE DOORS SEE #041 A-14 OCT 0 5 2021 D4 HEALTH DEPT" 2x6 KNEEWALL AT V-1 1/2" ABV. 2ND FL. LINE WITH 3.5" BIRD'5MOUTH CUT AT RFTR ROOF OVERHANG AT GARAGE DOORS SEE #041 A-14 RIDGE BOARD BASED ON 8'-4 1/2" CEILING HT. ATNAAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563�' G� 508-566-9338 AMORINGAAMCAPEARCHITECT.COM STAGER RESIDENCE 233 PLEl�S>4NT ST.. SOUTH YARMOUTH, MA ROOF FRAMING PLAN � `� �� _ �' '; ��,E< 6X6 NPOTF -- --%-%- - ME O R DO N TB MT MAI F E 5 SEE 2N FL. RA INGTELBE %'R'O RI ID GL F R RI GE EN', PST VV 11 A 7 8'- 112 AB)'. I LIN col 35 D'S H C UT AT R N � Ur LL15 : LL L A r FL LIN q' WI "AW. H5. " P ATE @I 4t b"(35 BIR 5 OU HC T) !DS 4OU rH C UT A T n ET ND WS 13' 1/2 iL 5" 11. 75' VL EDE UN E .'vB . BOrTO14 FL 11 CE ILIN4 4 LV H T-0' DORMER 55-15 EG ION5 ID 05 .25' -- PI AL b PO TS TP RC _ MN ITH'SIMI 50 'Al ERI 5,5T AP T PO TT BM COI NEG ON MATCH OH/ SOFFIT HT. AT PORCH FALSE RAFTERS UtiDERV.fiEtC. TO FORM TOWER 35'-b" ON MAIN RAFTERS 2x6 KNEEWALL AT 5'-7,12"ABV. 2X6 RAFTERS AT PORCH Q 1 ROOF FRAMING PLAN 2ND FL. LINE WITH 3.Y BIRD'5MOUTH OUT AT RFTR 16" O.G. 0 2 fa 1 A 12 SCALE 1/4"= 1'-0" 216 WALL AT T-0" ABV 1ST FL. LINE WITH 5.5" BIRD5MOUTH GUTAT RFTR. TYPICAL 11" OH WRAPPED AROUND BUILDING SEE ELEVATIONS -2xb WALL AT T -O" ABV. 1STFL LINE WITH.5.5" BIRD'5MOUTH GUT AT RFTR. 03 A 216 KNEEWALL AT T-1 1/2' ABV. 2ND FL. LINE WITH 3.5" BIRD'5MOUTH CUT AT RFTR -ROOF OVERHANG 15 AT GARAGE DOORS SEE #041 A-14 OCT 0 5 2021 D4 HEALTH DEPT" 2x6 KNEEWALL AT V-1 1/2" ABV. 2ND FL. LINE WITH 3.5" BIRD'5MOUTH CUT AT RFTR ROOF OVERHANG AT GARAGE DOORS SEE #041 A-14 RIDGE BOARD BASED ON 8'-4 1/2" CEILING HT. ATNAAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563�' G� 508-566-9338 AMORINGAAMCAPEARCHITECT.COM STAGER RESIDENCE 233 PLEl�S>4NT ST.. SOUTH YARMOUTH, MA ROOF FRAMING PLAN � `� �� _ �' '; ��,E< ADAM rFxAtvnERMORIlVGA.LA.MAREG.#20682 ��Dm DRAWAGDATFSIREVSDNB -- --%-%- - ADAM A. MORING-A. HEREBY EXPRESSLY RESERVES THE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMENTS, AND ARCHITECTURAL WORKS (INCLUDING GRAPHIC AND PICTORUIL WORKS) UNDER 'THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990'. REPRODUCTION OFANY KIND OR MANNER IS STRICTLY PROHIBITED WITHDUT EXPRESSED WRTfTEN CONSENT FROM ADAM M - RING. TYPICAL 2X6 EXTERIOR WALL CONSTRUCTION WITH 1/2" COX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CEDAR 5HINGLE5 --- ----- 2x12 RAFTER5@ 1 b"OC WITH 117' GDX PLYWD #15 WP FELT UNDER ASPHALT 5HINGLE5 /12 PITCH 'SIMP50N' H2.5A SERIES HURRICANE TIES b"OG 1X8 PVC FASCIA WITH TOP DRIP EDGE r ALUM. GUTTERS AND DOWNSPOUTS WITH DRYWELL SYSTEM -5EE SITE PLANS 1X10 PVC SOFFIT TRIM WITH 1" DONT. SOFFIT VENT 1X6 PVG FRIEZETRIM ON 1X6 NAILER WITH BAND MOULDING OVER TUCK SHINGLES UNDER FRIEZE o jj-� EAVE DETAIL AT 5TANDARD O.H. A 13 5GALE 1-1/2"= V-0' 2x12 RAFTER5@ 16"OC WITH 1/2" COX PLYWD #15 WP FELT UNDER ASPHALT 5HINGLE5 01/12 PITCH 12112 PITCH '51MP50N' H2.SA SERIES HURRICANE TIES 1 b"OC �ALUM. GUTTERS DOWNSPOUTS WITH DRYWELL SYSTEM -BEE SITE 7/12 PITCH k SEE ROOF KEY 3.5" BIRDS MOUTH RAFTER GUT TYPICAL 2Xb EXTERIOR WALL CONSTRUCTION WITH 1/2" COX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CLAPBOARDS 1X PVC CUSTOM ANGLED 1 TRIM/ GROWN AT EAVE RETURNS AND UP GABLE/ RAKE5 —� 1+ 1X10 PVC FASCIA WITH TOP DRIP EDGE (AREAS WITH NO GROWN RETURN) - 1X10 PVC SOFFIT TRIM WITH 1"CONT. SOFFIT VENT 1Xb PVC FRIEZE TRIM ON 2X NAILER WITH BAND MOULDING OVER 1X6 -- 3 1/7' PLYWOOD SHEATHING/ ROOFING AND FLA5HINGl DRIP EDGE -----� II ry ry } I PVC OU5TOM ANGLED TRIM/ GROWN AT EAVE RETURNS AND UP GABLE/ RAKES b ry�Cti LOW ELOPED METAL ROOFOVER BUILT OUT OVERHANG PROVIDE FLASHING OVER A55PMBLY BIRDS MOUTH RAFTER GUT J �Z W � wv yw m 11" n w �w T; m 1X RETURN TRIM@ SIDES OF FRIEZE! BAND MOULDI ' II DETAIL AT MAIN 1X10FVGFRIEZEBOARDON / I� NAILER L HIGH ROOF/ DORMER UCK5HNGLE5 UNDER THIS FRIEZE FOR KNEEWALL HT. (-o_2'EAVE DETAIL AT GREEK REVIVAL A 13 50ALE 1-1/2"= V-0" NOTE: GENERAL CONTRACTOR TO REVIEW GREEK REVIVAL DETAILS WITH ARCHITECT AND OWNER MEETING AND PROVIDE A PARTIAL FULL SCALE MOCK UP OF EAVE/ RAKE DETAIL FOR APPROVAL PRIOR TO ORDERING MATERIALS TYPICAL 2X6 EXTERIOR WALL CONSTRUCTION WITH 117' GDX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CLAPBOARD5 \ A$ ?, m m 1X10 PVG SOFFIT - - 1X3 PVC TRIM ON 2X NAILER — i 1XB PVC ON 1X NAILER --+ BEHIND GROWN TRIM 2x12 RAFTERS@ 16"00 WITH 112" COX PLYWD #15 WP FELT UNDER ASPHALT SHINGLES 2X NAILER5/ OUTLOOKERS GUT INTO END RAFTER AND RUN BACK TO NEXT RAFTER TYPICAL 2Xb EXTERIOR WALL ._ CONSTRUCTION WITH 112" CDX PLYWD AND MOISTURE DRAINING BUILDING WRAP UNDER CEDAR 5HINGLE5 1X3 PVC TRIM ON 1X8 P/C TRIM / 51/7 ON 1X NAILER TUCK CLAPBOARDS UNDER BOTTOM TRIM 0 4 RAKE DETAIL AT GREEK REVIVAL A 13) 50ALE 1-1/2"= l'-0" 12/12 PITCH 1X PVC CUSTOM ANGLED TRIM/ GROWN AT SAVE RETURNS AND UP GABLE! RAKES PLYWOOD 5HEATHING/ ROOFING ry AND FLASHING! DRIP EDGE r [Y m i �—-----lXb PVC FRIEZE TRIM ON 2X NAILER WITH BAND MOULDING OVER lXb 1'•11!2" 1^ ---1X10 PVC FRIEZE BOARD ON 1X NAILER TUCK 5HINGLE5 UNDER THIS FRIEZE i EAVE/ CORNER DETAIL AT GREEK REVIVAL PVC GROWN TRIM WITH FLASHING OVERTOP 1X PVC, CORNER TRIM/ FALSE COLUMN RA15ED PANEL DESIGN 2 SIDES OF CORNER PROVIDE BASE TRIM SEE ELVATION5 WL&(51..�V OCA 052021 HEALTH DEPT AAM ARCHITECTURE &DESIGN 5TAOER RESIDENCE ADAM ALEXANDERMORIlVGA.IA.MAREG.#zo682 G nRAWDrcnnrns/REVTstoxs 6 HIGHFIELD DR. SANDWICH MA 02563 233 PLEA5ANT 5T., 5OUTH YARMOUTH, MA A '� '� it , 6 e9sf/ z - - 508-566-9338 AMORING@AAMCAPEARCHITECT.COM = - - - - - EAVE/ ROOF OVERHANG AND TRIM DETAILS-'-- ADAM A MOWNGAI.A HEREBY EXPRESSLY RESERVES THE COPYRIGHT 01 THESE DESIGN DRAWINGS, IDEAS,ARRANGEMENTS, AND ARCHITECI'IIRAL WORKS (INC W DING GRAPHICAND PICTORIAL WORKS) UNDER ?HE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990'. REPRODUCTION OFANY KIND OR MANNER IS STRICTLY PROHIBITED WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MORINO. '51MP50N' H2.5A SERIES HURRICANE TIES 1 b"OG 1X8 PVG FASCIA WITH TOP DRIP EDGE ALUM. GUTTERS AND DOWN5POUT5 WITH DRYWELL SYSTEM -5EE 51TE PLANS ----- ---2K10 RAFTERS@ib"OG WITH 1/2" GDX PLYWD WITH FULLYADHERED ICE/ WATER MEMBRANE UNDER ASPHALT SHINGLES 1X4 PVG ON RAKE 3/12 PITCH w z I � 1" CONT. 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DETAIL AT DORMERS AND RAKES (NOT INCLUDING FRONT/ REAR GREEK REVIVAL RAKES) o 4 OVERHANG AT GARAGE A14 SCALE 1 1/2"= 1'-0" GREEK REVIVAL OVERHANG DETAIL THI5 GABLE 04112 PITCH '` RUN OVERHANG AROUND ALL AREAS - SEE ELEVATIONS W12 PITCH '. 1 CONT. PAST 6AI ''SEE SD IMAGES TYPICAL 2X6 HALL CONSTRUCTION REVIV Ad, DETAIL THI5 &A OVERHANG BLE , WITH 1/2"GDX PLYWOOD AND MOISTURE DRAINING BUILDING — WRAP UNDER WHITE CEDAR 5HINGLF-5 3/4" STRAPPING WITHI 17 FLASHING OVER ROOFING UP WALL BEHIND SIDING AND 5/8" TYPE X FIRE RATED J BUILDING WRAP GYPSUM ALL SURFACES a ---#30FELT UNDER STANDING SEAM 12/12 PITCH METAL ROOFING PANEL SYSTEM (OR AS SELECTED BYT OWNER 1' 17 ON 1/2"GDX PLYWOOD SHEATHING CONFIRM ROOFING MATERIALS WITH OWNER 5 viz'^:y —ALUM DRIP EDGE ILIL y.. 5/8" TYPE X FIRE RATED GYPSUM --- N 3/ 2X12 CONTINUOUS HEADER a ---1X6 PVC FASCIA WITH PLYWOOD INFILL 2 LAYERS ROOF OVERHANG n m —PVC BRACKETS AT ROOF OVERHANGS TO BE 4 22"X22"X3.5" MODEL#0510 AS MANUF. BY "DURABRAC" SEE #041 A-74 OR EQUAL, PAINTED FINISH SITE BUILT TRU55 TYPE O.H. GARAGE DOOR WITH 1/2" COX PLYWOOD AT 1 SIDE —1X5 FRIEZE WITH 2.5" PVC BAND MOULDING AT DOORS BUILT OUT OVER 1X NAILER TUCK JAMB TRIM UNDER FRIEZE PVC SOFFIT -- FACE OF JAMB TRIM o 4 OVERHANG AT GARAGE A14 SCALE 1 1/2"= 1'-0" GREEK REVIVAL OVERHANG DETAIL THI5 GABLE 04112 PITCH '` RUN OVERHANG AROUND ALL AREAS - SEE ELEVATIONS W12 PITCH '. 1 CONT. PAST 6AI ''SEE SD IMAGES iLE REVIV Ad, DETAIL THI5 &A OVERHANG BLE , 1 41 C -�-- — T_ 17 a - 12112 PITCH 112 PITGH 08!12 PITCH T ILIL N a ? ROOF OVERHANG N AT GARAGE DOOR 4 SEE #041 A-74 ROOF OVERHANG AT GARAGE DOORS SEE #041A-14 GREEK AAM ARCHITECTURE &DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM� STAGER RESIDENCE 233 PLEA5ANT 5T., 5OUTH YARMOUTH. MA ROOF KEY PLAN & DETAIL5 ' , ° � t y�b�� J ADAM AI.FXA DERM0RWGA.I.A.MAREG.#20682 MM/GDm DRAW NGDATES, REVSONS ----- 41 C -�-- ADAM A MORINGA.— HEREBY EXPRESSLY RESERVESTHE COPYRIGHT 01 THESE DESIGN DRAWINGS, HIMS, ARRANGEMENTS,AND ARCHITEMRAL WORKS (INC W DING GRAPHIC AND PICTORIAL WORKS) UNDER'THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACI OF 1990'. REPRODUCTION OFAW KIND OR MANNER ISSTRILTLY PROHIBITED WITHOUT EXPRESSED WRITTEN CONSENT FROM ADAM A MORINO 12/12 PITCH 2" RAFTERS WALL HT. AT STAIR AT THIS SHED ROOF WALL 2ND FLOOR AREA HATCH O.HJ SOFFIT OF 8/12 ROOF AREAS iv iV 4/12 PITCH p r o � v SEE DETAIL #021 A48 FOR HIGH FOUR STEM V141-1- FOUNDATION ALLFOUNDATION AT PORCH SCALE 1/4" = 1'-0" r STA R DOWN TO BASEMENT 2X OVERFRAME AT PORCH RAFTERS Z 2X8 LEDGER BOARD FRAME kNGLE BLOTED TO HOUSE AT 24" O.G. GUT AT WITH'TIMBERLOW OR EQUAL LL AT 50LID FRAMING OF WALL 80" MIN. 2X8 RAFTERS AT PORCH ROOF WITH 518" COX PLYWOOD SHEATHING I WITH FULLY ADHERED'ICFJ WATER 5HEILD' 1112 RAFTERS@ 16 -OC MEMBRANE UNDER ASPHALT ROOFING WITH 5/8" CDX PLYV0 4ALL CONSTRUC WITH ASPHALT ROOFING OVER SELF ADHERED RUBBER - MEMBRANE UNDERLAYMENT OR 30# W P. FELT UNDER ROOFING a 2.5/ 12 PITCH m 111/2, r SCALE 1/4" = 1'-0" r STA R DOWN TO BASEMENT n Z HEADER kNGLE J GUT AT OM LL MAINTAI 80" MIN. N R I c O K ---2X6 P 4ALL CONSTRUC TION F 2 a a 1Xb PJC TRIM WITH 2.5" PVC m r SCALE 1/4" = 1'-0" r STA R DOWN TO BASEMENT HEADER AT OORMER SEE FRAMING PLANS CH 9'-0" WALL PLATE HT FROM 1ST FLOOR 0 8FT WINDOW HT. AT 15T FLOOR TYPICAL 2X6 WALL CONSTRUCTION GEMENT BOARD CLAPBOARD SIDING OVER M015TURE DRAINING BUILDING WRAP'RAINDROP' OR EQUAL �aIs�SL��ILsL7 OCT 0 5 2021 HEALTH DEPT. AAM ARCHITECTURE &DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM n ` i , ADAMAr.FxAtvnERMORIlVGA.IA"MA REG.#Zo682 MM/DD/YY DRAWING DATES/ REVISIONS /-- ROOF KEY PLAN &DETAILS 3 (V N 1Xb PJC TRIM WITH 2.5" PVC iv _ BAND MOULDING n 1Xb FVC TRIM WITH 2.5" PVC L2X8 BAND MOULDING in (5) 1.75X 9.25" LVL ENGINEERED BEAM WITH POST CONNECTIONS CEILING J015TS AT 16" O.C. WITH 1X3 STRAPPING AT 16" O.G. PVC BEADBOARD SOFFIT 1" HALF ROUND PVC TRIM ORAS SELECTED BY OWNER 51/2, 1'bXb ENGINEERED LUMBER WOL IZED POST WITH'SIMPSON' BCS SERIE5 EAM/ CAP CONNECTIONS A55UMED 15T FLOOR LINE FOR BEAM HT. 0 , PORCH BEAM/ EINE DETAIL A 15 SCALE 1 1/2"= 1'-0" HEADER AT OORMER SEE FRAMING PLANS CH 9'-0" WALL PLATE HT FROM 1ST FLOOR 0 8FT WINDOW HT. AT 15T FLOOR TYPICAL 2X6 WALL CONSTRUCTION GEMENT BOARD CLAPBOARD SIDING OVER M015TURE DRAINING BUILDING WRAP'RAINDROP' OR EQUAL �aIs�SL��ILsL7 OCT 0 5 2021 HEALTH DEPT. AAM ARCHITECTURE &DESIGN 6 HIGHFIELD DR., SANDWICH, MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM STAGER RE510ENGE 233 PLEASANT 5T. SOUTH YARMOUTH MA-:�D' ` i , ADAMAr.FxAtvnERMORIlVGA.IA"MA REG.#Zo682 MM/DD/YY DRAWING DATES/ REVISIONS /-- ROOF KEY PLAN &DETAILS 3 L i M" A MOWNG-A HEREBY EXPRESSLY RESERVES THE CO-GHT01 Rizago'61(b OCT 0 5 2021 HEALTH DEPT AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR., SANDWICH MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM 5166ER RE51DENGE 233 PLEA5ANT 5T., 5OUTH I(ARMOUTH, MA ADAM ALFXA"ER MORINGA.IA. MA REG.#2o682 DRAW GDATEE/-OM 5166ER EXTERIOR PERSPECTIVES 4 AAM ARCHITECTURE & DESIGN 6 HIGHFIELD DR. SANDWICH MA 02563 508-566-9338 AMORING@AAMCAPEARCHITECT.COM�{- STAGER RE5IDENGE 233 PLEASANT ST., 50UTH YARMOUTH, MA � �--- �~� it / tS ;< f � A�AMAIEXANDERMORINGA.LA.MAREG.#20682 A9f(DD/YY DRAWINGDATE4/1tEVISION3 --/- / - --/- STAGER EXTERIOR PERSPECTIVES., t- V-