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Home My WebLink About47 Wood Rd planGENERAL NOTES 1. THESE DRAWINGS AND ALL A51FECT5 OF THE PROJECT SHALL COMPLY WITH THE IRG 2018 AND 150-MA AMENDMENTS TO THE IBC A5 WELL AS ANY TOWN AMENDMENTS OF BI- LAW5, LIFE SAFETY, PLUMBING AND ELECTRIC CODES. IF ANY GONFLICT515 FOUND, NOTIFY THE DESIGNER IMMEDIATELY. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS NECE55ARY FOR THE COMPLETION OF WORK. 3. THE GENERAL CONTRACTOR SHALL BE RE5PON51BLE FOR THE CONSTRUCTION OF THE DIMENSIONAL REQUIREMENTS BETWEEN THE WORK OF REQUIRED TRADES / SUBCONTRACTORS. 4. THE GENERAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK INCLUDING ALL DIMENSIONS, GRADE, PROPERTY LINES, EXISTING BUILDINGS, AND NEW WORK. THE CONTRACTOR SHALL LAYOUT IN THE FIELD THE ENTIRE WORK TO BE PERFORMED TO VERIFY DIMENSIONAL RELATIONSHIPS. THE ARCHITECT SHALL BE NOTIFIED OF ANY VARIATIONS FROM INFORMATION PROVIDED IN THE DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY VARIATIONS OR DEVIATIONS FROM THE PLANS WITHOUT WRITTEN CONFIRMATION FROM THE DESIGNER. THE CONTRACTOR MUST SUBMIT AND PRO P05ED CHANGES IN WRITING AND PROVIDE ADEQUATE TIME FOR REVIEW BY THE DESIGNER FOR THE PROPOSED CHANGES OR REQUESTS FOR ADDITIONAL INFORMATION. b. CONTRACTOR SHALL PROVIDE ANY ITEMS REQUIRED BY CODE OR THE PROPER INSTALLATION, FUNCTION, OR COMPLETION OF AN ASSEMBLY REGARDLE55 IF SAID ITEMS IS SHOWN OR NOT. SUBCONTRACTORS SHALL INFORM THE GENERAL CONTRACTOR OF THE REQUIREMENTS FOR THE WORK REQUIRED BY OTHER TRADES PRIOR TO SUBMITTAL OF FINAL 13I05. 1. THE DESIGNER CANNOT ACCEPT RESPONSIBILITY FOR THE SPECIFIC QUANTITIES OR QUALITIES LISTED HEREIN. IT IS THE RESPONSIBILITY OF THE GONTRAGTOR TO REVIEW THESE CONSTRUCTION DOCUMENTS AND CONFIRM THE SUITABILITY OF THE HOUSE FOR PARTICULAR BUILDING SITE. 8. IN ADDITION TO THE ITEMS LISTED THE OWNER SHOULD SELECT FINISH MATERIALS SUCH AS COLOR AND TYPES OF PAINTS, STAINS, TILE, CABINETS, GOUNTERTOP5 AND LIGHT AND PLUMBING FIXTURES, AL50 TO BE CONSIDERED ARE THE HEATINWCOOLING SYSTEMS, WIRING, PLUMBING AND EXTERIOR SITE WORK. q. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR OTHERWI5F SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY CONNECTED TOGETHER. PLUMBING DIAGRAMS OR DRAWINGS SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR DRAWING5 SHALL BE PROVIDED BY THE HEATING/COOLING GONTRAGTOR. HEAT LO55 OR ENERGY CALCULATION5 SHALL BE PROVIDED BY THE HEATING/COOLING CONTRACTOR OR THE PROFESSIONAL AS REQUIRED BY THE BUILDING OFFICIAL. TRU55 DESIGN, ENGINEERING AND PLANS SHALL BE BY THE TRU55 MANUFACTURER, 10. ANY SPECIFIC CONNECTORS OR STRUCTURAL ELEMENTS MAY BE SUBSTITUTED WITH WRITTEN PERMISSION BY THE STRUCTURAL ENGINEER. TABLE OF GONTENT5 5HEET TITLE A-1 TITLE 5HEET A-2 GENERAL NOTES A-3 FOUNDATION PLAN A-4 FIR5T FLOOR PLAN A-5 RIGHT 51DE ELEVATION A-6 REAR ELEVATION A-7 LEFT 510E ELEVATION A-5 BUILDING SECTION A-G BUILDING SECTION A-10 BUILDING 5EGTION A-11 FIR5T FLOOR FRAMING A-12 ROOF FRAMING C)ELANEY RE51DENCE 41 NOO D ROAD SOUTH YARMOUTH, MA DAR MD MUSE DESIGNS 0 Z } 1111 zm 0 i W z � o a N 0 0 SHEET TITLE: TITLE SHEET D15CLAIMER: AL DIMEN510N5 AND ASSUMPTIONS DEPICTED ON THESE DOCUMENTS ARE TO BE VERIFIED IN FIELD, ANY DEVIATION FROM ACTUAL DIMENSIONS ON 51TE GONDITION5 MAY HAVE AN AFFECT ON TH15 DE516N,AND MAY AL50 AFFECT THE SCOPE AND PRIGS OF THI5 PROJECT MUSE DESIGNS 153 LAWRENGE ST. GARDNER, MA 01440 ql8-q13-0020 jtmuse @tmusedesigns. com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MASSACHUSETTS 5GALE: A5 NOTED DATE: 5/3/2023 5HEET: A-1 5TRUGTURAL LOAD5 FLOOR / LIVING 5PAGE: FLOOR / SLEEPING SPACE: ATTIC FLOOR (LIMITED 5TORA6E) DECK AND BALCONIES: ROOF: SOIL BEARING CAPACITY: ALLOWABLE DEFLECTION: 40 P.5.F. LIVE / 10 P.5.F. DEAD 30 P.5.F. LIVE / 10 P.5.F. DEAD 20 P.5.F. LIVE / 10 P.5.F. DEAD 60 P.5.F. LIVE / 10 P.5.F. DEAD 65 P.5.F. LIVE / 10 P.5.F. DEAD A55UME TO BE 4000 P.5.F. LIVE LOADS — FLOOR JOISTS L / 4b DESIGN LOADS AND 51TE CONDITIONS SHOULD BE VERIFIED WITH LOCAL BUILDING CODES AND OFFICIALS. FOUNDATION NOTES THE 501L BEARING CAPACITY HAS BEEN ASSUMED AT 4,000 P.5.F.; THE CONTRACTOR SHALL VERIFY THI5 VALUE AT THE TIME OF EXCAVATION AND SHALL NOTIFY ARCHITECT THAT 15 READY FOR INSPECTION OF THE REVISION IF CERTAIN CONDITIONS ARE FOUND TO EXIST. FOOTINGS: SHALL BE PLACED ON UNDISTURBED OR ENGINEERED FILL TO DEPTH REQUIRED BY THE LOCAL BUILDING AND FR05T CONDITIONS OR DEEPER IF SHOWN. (4'-0" MIN. BELOW FINISH GRADE) TERMITE PROTECTION: 1/2" x 6" BILL SEAL A5 PER LOCAL CODES ANCHOR BOLTS: 1/2" x 12" ANCHOR BOLTS AT 4'-0" ON CENTER MAXIMUM AND 12" FROM CORNERS AND T' EMBEDDED. J015T HANGERS: STANDARD 1 b GAUGE GALVANIZED METAL. SPECIAL FOUNDATIONS AND FOOTINGS AS SHOWN 5TA1 R5 STAIRS: MINIMUM TREAD 15 10 INCHES. MAXIMUM R15ER 15 7 3/4 INCHES MINIMUM STAIR WIDTH 15 36 INCHES CLEAR ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE IN5TITUTE'5 "GUIDE TO RESIDENTIAL CA5T-IN PLACE CONCRETE ALL HANDRAIL5 AND GUARDRAILS SHALL CONFORM TO CONSTRUCTION" REPORT OF COMMITTEE 332. 2015 IRG AND MA55ACHU5ETT5 BUILDING CODE. OTHER CONCRETE STANDARDS AS REQUIRED BY THE BUILDING CODE SUCH A5 AGI 31 q-q5 AND 315.1-bq SHALL APPLY TO THE CONSTRUCTION OF THE RESIDENTIAL FOUNDATION. REINFORCING STEEL SHALL CONFORM TO A5TM A61 b, GRADE 60, AND WELDED WIRE FABRIC SHALL MEET A5TM Al55 SPECIFICATIONS. FOOTING CENTER LINES SHALL BE CENTERED UNDER THE CENTER OF COLUMNS. DETAILING, FABRICATION, AND PLACEMENT OF ALL REBAR SHALL CONFORM TO AGI 315-80, 5P66 MANUAL. IF WATER OCCURS WITH -IN THE EXCAVATION, IT SHOULD BE OEWATEREO BEFORE PLACING OF CONCRETE. OF -WATERING WILL BE DONE IN A MATTER THAT WILL PREVENT THE FLOW OF THE FINE GRAIN SOIL. THE BOTTOM OF ALL EXCAVATIONS FOR FOOTINGS 5HALL BE TAMPED TO DISPOSE OF ALL L005E MATERIAL BEFORE THE CONCRETE 15 POURED. COMPACTION SHOULD NOT EXCEED THE NATURAL DEN5ITY OF THE SOIL. ALL CONCRETE FORM WORK SHALL BE PROPERLY CONSTRUCTED AND WELL BRACED TO PRODUCE PLUMB, STRAIGHT LEVEL AND TRUE SURFACES, BOWED PILLOWED AND IRREGULAR WALL SURFACES WILL BE ACCEPTED AND MAY REQUIRE REMOVAL AND RECONSTRUCTION BY THE FORM CONTRACTOR AT H15 EXPENSE IF DIRECTED BY THE ARCHITECT OR OWNER. MAIN ENTRANCE DOOR SHALL BE MINIMUM 36 INCHES WIDE ALL EGRESS DOORS SHALL BE A MINIMUM 6'-8" HIGH. CARPENTRY FRAMING LUMBER STUDS — NO. 3 OR STANDARD "STUD GRADE" JOISTS AND RAFTERS — E = 1,400,000 F.B.I. / FB = 875 F.B.I. BEAMS AND GIRT5 — E = 1,200,000 P.5.1. / FB = b50 F.B.I. STAIR 5TRINGR5 NO. 1 GRADE UNLE55 OTHERWISE NOTED PROVIDE: A. DOUBLE HEADER J015T5 AND TRIMMERS AT ALL FLOOR OPENINGS B. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. C. FULL BLOCKING IN EACH JOISTS BAY AT MID -SPAN FOR ALL SPANS EXCEEDING 10'-0" FLOOR FRAMING GENRAL FLOORS: 3/4" TONGUE AND GROOVE COX EXTERIOR GRADE PLY WOOD; GLUED AND RING NAIL TO JOIST. (C-D INTERIOR APA WITH EXTERIOR GLUE) OR APPROVED EQUAL. EXTERIOR 5HEATHING INTERIOR FIN15H INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH THE FLAME SPREAD AND SMOKE DEVELOPMENT REQUIREMENTS OF THE 2015 IRG AND MA55 STATE BUILDING CODE. GENERAL: UNLE55 OTHERWISE NOTED, ALL INTERIOR WALL5 AND CEILINGS TO BE COVERED WITH %" BLUE -BOARD WITH SMOOTH FINISH PLASTER SYSTEM. WALL5: 5/5" COX ZIP SYSTEM WALL 5HEATHIN6 OR APPROVED EQUAL ROOF: 5/8" COX ZIP SYSTEM ROOF 5HEATHING OR APPROVED EQUAL M15GELLANEOU5 UNLESS OTHERWISE NOTED PROVIDE: INSULATION TO COMPLY WITH 2O1b IECC OR LOCAL ENERGY CODES. R-21 IN ALL EXTERIOR WALL5 (2xb CONSTRUCTION) R-30 IN ALL FLOORS OVER UNHEATED SPACES. R-4q IN ALL CEILINGS OR R-3b WHERE INSULATION EXTENDS OVER TOP OF WALL. VAPOR BARRIER: IN5TALL A 4 MIL POLYETHYLENE VAPOR BARRIER ON THE WARM SIDE OF ALL INSULATION. DOUBLE INSULATING GLASS AT ALL GLASS AREAS AND TEMPERED GLASS AT ALL OPERATING GLASS DOORS AND ALL WINDOWS LE55 THAN 15" ABOVE FINISH FLOOR. ANY PLATFORM AND ANY TUB OR 5HOWER AREAS. (5EE 2015 IRG AND MASSACHUSETTS STATE BUILDING CODE FOR SAFETY GLASS. BAFFLED VENTS: SHALL BE INSTALLED IN ALL RAFTER BAYS AS PER MANUFAGTURER'5 DETAIL TO PROVIDE FREE AIR FLOW FOR ATTIC VENTILATION. IT SHALL BE CONTINUOUS IN ALL SLOPING CEILIN65 AND A MINIMUM OF ONE LENGTH (45") AT ALL SOFFIT VENTS FLAME SPREAD: ALL EXPOSED INSULATION MATERIALS INCLUDING FACINGS, VAPOR BARRIER OR BREATHER PAPERS CONFORM TO THE FLAME SPREAD, SMOKE DEVELOPMENT AND CRITICAL RADIANT FLUX REQUIREMENTS OF THE 2015 IRG AND MASSACHUSETTS STATE BUILDING CODE. II v .'552 - INURG, MA OF MD MUSE DESIGNS SHEET TITLE: GENERAL NOTE5 015CLAIMER: ALL DIMENSION5 AND A55UMPTION5 DEPICTED ON THESE DOCUMENTEARE TO eE VERIFIED IN FIELD, ANY DEVIATION FROM ACTUAL DIMENSIONS ON 51TE CONDITION5 MAY HAVE AN AFFECT ON THI5 DESIGN AND MAY AL5O AFFECT THE 5COFE AND PRICE OF THI5 PRO.IECT MUSE DESIGNS 153 LAWRENCE 5T. GARDNER, MA 01446 q'IM13-0020 jtmusc@jtmusedesigns.com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH MA55ACHU5ETT5 SCALE: A5 NOTED DATE: 5/3/2023 SHEET: A-2 N E3 PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT STRAP, WALL 5TRAP5 AT SILL, HOLD DOWN5, AND RIDGE 5TRAP5 AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CON5TRUCTION IN HIGH WIND AREA5 - 110 MPH EXPOSURE 5 WIND ZONE m 0 r— mm ' 4'-611 '. 4'-611 I_ 23'-2" X 22'-7" I 122'-T' X 24'-7,1 I I I I I I I I I ( I I I I I I I I I I-------------------------------------- L_ _ - -----------------1 FOUNDATION PLAN 5GALE: 1/4" = 1'-0" ZOE1 A-, LIVING AREA 631 5Q FT ----------- i 552 �� U) ','EN URG, s; MA W Two MD MUSE DESIGNS 0 zm 0 >z Wo a N w 0 O z SHEET TITLE: FOUNDATION PLAN 015CLAIMER: ALL VIM EN51ON5 AND A55UMPTIONS DEPICTED ON THE5E DOCUMENTS ARE TO BE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMEN510N5 ON SITE COND7ION5 MAY HAVE AN AFFECT ON TH15 DE5IGN,AND MAY AL50 AFFECT THE 5COPE AND PRICE OF TH15 PROJECT MUSE DESIGNS 153 LAWRENCE 5T. GARDNER, MA 01440 9i8-9-73-0020 jtmuse@j[musedesigns. com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MA55ACHU5ETT5 5GALE: A5 NOTED DATE: 5/5/2025 SHEET: A-3 5 1 /2" cfJ � (V Ln \ m Ln l[11 CNI r in Ln U) cn N. � N un un m 12'-0" r 3'-b" 3'-211 5 1 /2" 5 1 /2" 5 1 /2" 1 k UP „ 3668FX — 3666FX L M-2 FIRST FLOOR PLAN 50ALE; 1 /4" = 1'-0" I s — — — — — — — — — — — — —— I DEGK EXI5TIN0 DECK552 E BURG, F MA � 12'-11° E1 LIVINO AREA A-7 1213 50 FT o1- I " I m. PANTRY - '-3" X 5'-4" 4 � —6x6 P05T DOWN / FROM RIDGE BEAM - I / .11/I NC-7 _ _ . _ _ - 4 VELLUX 21 i SKYLIGHT ABOVE MD MUSE DESIGNS w O I I H ZmI 0 W= a N w 0 z SHEET TITLE: FIRST FLOOR PLAN 015CLAIMER; ALL DIMENSIONS AND A55UMPTIONS DEPICTED ON THESE DOCUMENT5 ARE TO 5E VERIFIED IN FIELD, ANY DEVIATION FROM ACTUAL DIMENSIONS ON SITE CONDITIONS MAY HAVE AN AFFECT ON THI5 DESIGN AND MAY AL50 AFFECT THE SLOPE AND PRICE OF THIS PROJECT MUSE DE51GN5 153 LAWRENCE ST. GARDNER, MA 01440 916-9'13-0020 jtmuse@jtmusedesigns. com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MASSACHUSETTS 5GALE: AS NOTED DATE: 5/3/2023 SHEET: A-4 CONTINUOU5 RIDGE VENT ASPHALT 5HINGLE5 TO MATCH EXI5TING COMPO51TE EAVE AND FA50IA TRIM 5UN 5PACE ROOM MODEL 21 WEATHER MA5TER-5UNROOM PANEL5 FIN15H GRADE 12" CONCRETE PIER WITH 2'-0" DIAMETER DEADMAN CONCRETE FOOTING PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT STRAP, WALL 5TRAP5 AT 51LL, fr . HOLD DOWN5, AND RIDGE 5TRAP5 AND UPLIFT RIGHT SIDE ELEVATION CONNECTION AT PLATE PER 110 GUIDE TO WO CONSTRUCTION IN HIGH WIND AREA5 - 110 MP ��c 50ALE: 1/4" = 1'-0" EXP05URE B WIND ZONE , �� U. arc cn �N i1ftG, MA r Q` rH OF wlrs- V' MD MUSE DESIGNS O } z� O } wo a W W O OiLaz SHEET TITLE: RIGHT 51DE ELEVATION P15CLAIMER: ALL DIMEN51ON5 AND ASSUMPTIONS DEPICTED ON THE5E DOCUMENT5 ARE TO EE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMEN510N5 ON SITE CONDITIONS MAY HAVE AN AFFECT ON THI5 DE5*N,AND MAY AL50 AFFECT THE 5COPE ANP PRICE OF THI5 PROJECT MU5E DESIGNS 153 I-AINRENCE 5T. GARONER, MA 01440 918-913-0020 jt—u @jt—des19-6— DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MA55ACHU5ETT5 SCALE: A5 NOTED DATE: 5/3/2023 SHEET: A-5 CONTINUOUS RIDGE VENT 21 SKYLIGHT ASPHALT SHINGLES TO MATCH EXISTING COMPOSITE EAVE AND FASCIA TRIM SUN SPACE ROOM MODEL 21 WEATHER MA5TER-5UNROOM PANELS FIN15H GRADE 12" CONCRETE PIER WITH 2'-0" DIAMETER DEADMAN CONCRETE FOOTING PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT STRAP, WALL STRAPS AT SILL, HOLD DOWNS, AND RIDGE STRAPS AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO wOnfl CONSTRUCTION IN HIGH WIND AREAS - 1 EXF05URE 5 WIND ZONE REAR ELEVATION 5GALE: 1 /4" = 1'-0'I rd -1 - N11111111. /0111111 1 (0) 1 SHEET TITLE: REAR ELEVATION 1715CLAIMER: ALL DIMEN51ON5 AND A55UMPTION5 DEPICTED ON THE5E DOCUMENT5 ARE TO BE VERIFIED IN FIELD, ANY DEVIATION FROM ACTUAL DIMEEN51ON5 ON SITE CONDITI ON5 MAY HAVE AN AFFECT ON THI5 DE5IGN,AND MAY AL50 AFFECT THE 56OPE AND PRICE OF THI5 PROJECT MUSE DESIGNS 153 LAWRENOE ST. GARDNER, MA 01440 cilbA 13-0020 jtmuse@jtmusedesigns, com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MASSACHUSETTS 5GALE: A5 NOTED DATE: 5/5/2025 SHEET: A-6 CONTINUOUS RIDGE VENT VELLUX 21 5KYLIGHT ASPHALT SHINGLES TO MATCH EXISTING COMPO51TE SAVE AND FA50IA TRIM SUN SPACE ROOM MODEL 21 WEATHER MA5TER-5UNROOM PANELS FINISH GRADE 12" CONCRETE PIER WITH 2'-0" DIAMETER DEADMAN CONCRETE FOOTING PROVIDE ALL 20 GA METAL HOLD DOWN STRAPS, PLATE UPLIFT STRAP, WALL STRAPS AT SILL, HOLD DOWN5, AND RIDGE STRAPS AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS - 110 MPH EXP05URE B WIND ZONE LEFT SIDE ELEVATION 50ALE: 1/4" = 1'-0" MD MUSE DESIGNS I SHEET TITLE: LEFT SIDE ELEVATION D15CLAIMER: ALL DIMEN51ON5 AND A55UMPTION5 DEPICTED ON THE5E DOCUMENT5 ARE TO BE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMEN51ON5 ON SITE CONDITION5 MAY HAVE AN AFFECT ON 7HI5 DESIGN AND MAY A1-50 AFFECT THE 56OPE AND PRICE OF THI5 FROJFCT MU5E DESIGNS 153 LAWRENCE ST. GARDNER, MA 01440 9TS-973-0020 jtm—@jtmusedesigns.com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MA55A6HU5ETT5 SCALE: A5 NOTED (3)2x12 BUILT-UP —CONTINUOUS RIDGE VENT RIDGE BEAM ASPHALT SHINGLES TO MATCH EXISTING 2x8 ROOF RAFTER: AT 16" ON CENTER TOP OF PLATE CONTINUOUS 2" VENTED SOFFIT SUN SPACE ROOM MODEL 200 WEATERMA5TER -SUNROOM PANELS TYPICAL EXTERIOR InIALL WOOD SHAKE 510ING AIR BARRIER 5/8" EXTERIOR PLYWOOD SHEATHING 2xb WOOD 5TUD5 AT lb" O.G. VAPOR BARRIER 1/2" GYPSUM BOARD ROOM 5UBFLOOR FIN15H GRADE PROVIDE ALL 20 GA METAL HOLD DOWN STRAPS, PLATE UPLIFT STRAP, WALL STRAPS AT SILL, HOLD DOWN5, AND RIDGE STRAPS AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS - 110 MPH EXP05URE B WIND ZONE 1/2" GYPSUM L30ARD CEILING ON 1x3 WOO RRING III —(3)2x10 WIT 1/2" PLYWOOD SPACERS B I T -UP O HE CONTINUADER III SUN IR100M bxb POST DOWN FROM III RIDGE BEAM 2x8 P.T. WOOD JOISTS AT 16" ON CENTER FLUSH FRAME WITH 3/4" EXTERIOR GRADE METAL J015T HANGERS III F PLYWOOD 5UBFLOOR BUILDING 5BGTION 50ALE: 1 /4" = 1'-0" 5/8" EXTERIOR PLYWOOD 5HEATHIN6 VELLUX 21 5KYLI6HT 12 a4 12 �'7 ICE AND WATER MEMBRANE 56" WIDE AT EAVES AND VALLEY5 SUN SPACE ROOM MODEL 200 WEATERMASTER -5UNROOM PANELS METAL DRIP EDGE COMP051TE TRIM TO MATCH EXISTING MD MUSE DESIGNS 0 zm 0 wo ix W 0 0 -77F. SHEET TITLE: BUILDING SECTION 015CLAIMEft; ALL DIMEN510N5 AND A55UMPTION5 DEPICTED ON THE5E DOCUMENT5 ARE TO BE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMENSIONS ON SITE C.ONDITION5 MAY HAVE AN AFFECT ON THI5 DE516N AND MAYAL5O AFFECT THE 5COPE AND PRICE OF TH15 PROJECT MUSE DESIGNS 153 LAWRENCE 5T. GARDNER, MA 01440 9T8-9T3-0020 jtmuse@jtmusedesig ns.com DELANEY RESIDENCE 4T WOOD ROAD SOUTH YARMOUTH, MASSACHUSETTS 5GALE: A5 NOTED DATE: 5/3/2023 SHEET: 8 2xb RAKE RAFTER COMFO51TE TRIM — TO MATCH EXI5TIN6 TOP OF PLATE 5UN 5PAGE ROOM MODEL 200 WEATERMA5TER -SUNROOM PANELS TYPICAL EXTERIOR 1N�LL WOOD 5HAKE 510ING AIR BARRIER 51b" EXTERIOR PLYWOOD 5HEATHING 2xb WOOD 5TUD5 AT 16" O.G. VAPOR BARRIER 1/2" GYPSUM BOARD ROOM 5UBFLOOR BEAM TO PIER METAL CONNECTOR 1/2" EXTERIOR — PLYWOOD WITH AIR BARRIER 12" DIAMETER CONCRETE PIER WITH DEADMAN BASE PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT STRAP, WALL 5TRAP5 AT SILL, HOLD DOWN5, AND RIDGE 5TRAP5 AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CON5TRUCTION IN HIGH WIND AREA5 - 110 MPH EXP05URE B WIND ZONE (3) 2x12 BUILT -UP BEAM RIDGE BEAM -2xb ROOF RAFTER5 AT 16" ON CENTER 1/2" 5YP5UM BOARD CEILING ON 1x3 WOOD FURRING (3)2x10 WITH 1/2" PLYWOOD 5PACER5 BUILT -UP CONTINUOU5 HEADER 4'-b" 3/4" EXTERIOR GRADE PLYW00p 5UBFLOOR 12-0" 4'-b" 1 2-0" BUILDING SECTION 50ALE: 1 /4" = 1'-0" bxb POST DOWN TO FIR5T FLOOR RETAIN EXISTING ROOF RAFTER5 RETAIN EXISTING EXTERIOR WALL METAL J015T HANGERS RETAIN EXI5TING FLOOR 5TRUGTURE (3) 2x12 P.T. BEAM WITH BEAM TO PIER METAL CONNECTOR RETAIN EXTERIOR CONCRETE FOUNDATION E D A ; � �• �C) �A ;t 52 r� > _URGE w MA J� ; OF MPS�� MD MUSE DESIGNS I SHEET TITLE: I BUILDING SECTION DISCLAIMER: ALL DIMENSIONS AND A55UMPTIONS DEPIGTED ON THE5E DOCUMENT5 ARE TO EE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMENSIONS ON 517E CONDITIONS MAY HAVE AN AFFECT ON 7HI5 DESIGN AND MAY ALSO AFFECT THE 5C.OPE AND PRIDE OF THI5 PROJECT MUSE VE51ON5 153 LAVNRENGE 5T. GARDNER, MA 01440 9'18-9T3-0020 jtmu a@jtmu designs.0m DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MA55AGHU5ETT5 SCALE: A5 NOTED DATE: 5/3/2023 SHEET: q 12 EXISTING ROOF FRAMING 2x4 SKYLIGHT WELL FRAMING AT 16" ON CENTER 1/2" GYPSUM WALLBOARD LIVING ROOM BUILDING SECTION 56ALE: 1 /4" = V-0" 10'-5 1/21, VELLUX 21 SKYLIGHT 5/8" EXTERIOR PLYWOOD SHEATHING ASPHALT SHINGLES TO —MATCH EXISTING 12 a 4 2x10 ROOF RAFTERS 1 .//-- AT 16" ON CENTER (3) 2x10 BUILT-UP BEAM 6x6 P.T. POSTS 2x8 FLOOR JOISTS AT 12" O.G. COMPOSITE DECKING ICE AND WATER MEMBRANE 56" WIDE AT EAVES AND VALLEYS f METAL DRIP EDGE MATCH ELEVATION OF EXISTING PORCH ROOF COMPOSITE TRIM TO MATCH EXISTING PROVIDE ALL 20 GA METAL HOLD DOWN STRAPS, PLATE UPLIFT STRAP, WALL STRAPS AT SILL, HOLD DOWNS, AND RIDGE STRAPS AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS - 110 MPH EXPOSURE B WIND ZONE �ti�R . ,-, I A F_ ,�/0 _MD MUSE DESIGNS F 0 z m 0 wa >r 0 0 SHEET TITLE: BUILDINC7 SECTION 015GLAIMER: ALL DIMEN5ION5 AND ASSUMPTIONS DEPICTED ON THESE DOCUMENTS ARE TO BE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMENSION5 ON SITE GONDITION5 MAY HAVE AN AFFECT ON THIS DE51GN,AND MAY AL50 AFFECT THE 5GOPE AND FRIGE OF TH15 PRO.IEGT MUSE DESIGNS 153 LAINRENGE ST. GARDNER, MA 01440 9'f8-973-0020 Jtmuse&musedesig-60m DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MA55AGHU5ETT5 SCALE: AS NOTED DATE: 5/5/2025 SHEET: A-10 PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT STRAP, WALL 5TRAP5 AT 51LL, HOLD DOWN5, AND RIDGE 5TRAP5 AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CON5TRUCTION IN HIGH WIND AREA5 - 110 MPH EXP05URE B WIND ZONE P.T. J015T5 AT 16" O.G. I:f 0 No. 652 a BURG, A l.!H dF MF' 0 -MD MUSE DESIGNS 0 zm 0 s wo a K N w 0 O z SHEET TITLE: FIRST FLOOR FRAMING 015CLAIMER: ALL DIMEN51ON5 AND A55UMPTION5 DEPICTED ON THE5E DOCUMENT5 ARE TO BE VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL 13IMEN51ON5 ON 5ITE CONDITION5 MAY HAVE AN AFFECT ON THI5 DESIGN AND MAY A150 AFFECT THE 5COPE AND PRICE OF THI5 PROJECT MUSE DESIGNS 155 LAWRENCE ST. GARONER, MA 01440 978-913-0020 jtmuse @jtmusedesigns. wm DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MASSACHUSETTS SCALE: AS NOTED DATE: 5/5/2025 SHEET: A-11 HURRICANE CONNECTOR AT EACH RAFTER 2xb RAKE RAFTER (3) 2X12 BUILT-UP RIDGE BEAM VELLUX 21 FIXED DECK MOUNT 5KYLIGHT WITH LAMINATED LOW-E3 GLA55 PROVIDE ALL 20 GA METAL HOLD DOWN 5TRAP5, PLATE UPLIFT 5TRAP, WALL STRAPS AT 51LL, HOLD DOWN5, AND RIDGE 5TRAP5 AND UPLIFT CONNECTION AT PLATE PER 110 GUIDE TO WOOD CON5TRUCTION IN HIGH WIND AREA5 - 110 MPH EXP05URE B WIND ZONE 2x 6 COLLAR TIE5 AT 16' O.G. bxb PO5T DOWN TO FLOOR BELOW VELLUX 21 FIXED DECK MOUNT 5KYLIGHT WITH LAMINATED LOW-E3 OLA55 2x8 RAFTERS AT 16" O.C. HURRICANE CONNECTOR 14 I AT EACH RAFTER ! o 2x8 RAFTERS AT 16" O.G. ROOF FRAMING PLAN HURRICANE CONNECTOR 50ALE: 1 /4" = 1'-0" AT EACH RAFTER ry of MR�� i MD MUSE DESIGNS ILL � r zm 0 L_ N W Z SHEET TITLE: ROOF FRAMING DISCLAIMER: ALL DIMENSIONS AND A55UMPTION5 DEFICTED ON THESE DOCUMENT5 ARE TO 8E VERIFIED IN FIELD. ANY DEVIATION FROM ACTUAL DIMENSIONS ON SITE CONDITIONS MAY HAVE AN AFFECT ON THI5 DE5I6N,AND MAY AL50 AFFECT THE SCOPE AND PRICE OF THI5 PROJECT MU5E VESION5 153 LAWRENGE 5T. GARDNER, MA 01440 918-913-0020 jtmu @jtmu designs.com DELANEY RESIDENCE 41 WOOD ROAD SOUTH YARMOUTH, MASSAGHU5ETT5 5GALE: AS NOTED DATE: 5/3/2023 SHEET: A-12