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HomeMy WebLinkAboutBLD-17-2394NOTES 1. DATUM IS NAVD88 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH TOWN. LOCUS MAP NOT TO SCALE ASSESSORS MAP 110 PARCEL 36 LOCUS IS WITHIN FEMA FLOOD ZONE X & AE EL. 9 AS SHOWN ON COMMUNITY PANEL #25001 CO58,3J DATED 7/16/2014 : 1\ LAND UNDER OCEAN (DWELLING IS WITHIN 100 YEAR FLOOD A \ ELEVATION) LAND SUBJECT9�\ 1 TO COASTAL WAGE CAwN DeA°s PONS ZONING SUMMARY (nDAL) ZONING DISTRICT: R-40 DISTRICT CRETE • \ qp R 4qy� AR\� MIN. LOT SIZE 40,000 S.F. _ P O MIN. LOT FRONTAGE 150' DECK N EXISTING MIN. FRONT SETBACK 30' 3g.$ DWELLING •� \ �.� MIN. SIDE SETBACK 20' \ , 9 FIRST FL LAND SUBJECT M.� �\ MIN. REAR SETBACK 20 ELEV.10.3' �l'.��_ T•.-COA.STA� � MAX. BUILDING HEIGHT 35' FROM AVG. STOftM L GE _ \ �\ - -- w-. _ - r4A i. GRADE AT �o N �� —_-! -- FRONT OF DWELL. 0? 2 DECK OO ° 6 OWNER OF RECORD PROPOSED I ' oR, `otic GARAGE 1`-- • ^• 8 JOHN AND MARGARET OBERLANDER K0 BANK . I7D 7 — i... g:.�: I REFERENCES rr: ro 1 I ......PROPOSED.... 6 CC`+ DEED BOOK 28629 PAGE 273 z • DISCONTINUOUS COASTAL BANK DRIVEWAY. PLAN BOOK 94 PAGE 11 � ' w �� ..... . (TRANSECTS AS PER DEP POLICY 92-1) 0 Z 100.0' /. NO I i r• 01 ROPOSED WALL JUL 2 0 2016 01 N ��P.���oi' �Z �� ` TOW = 13.0 ��AUG6 r YARi00LITH oti TOWN CLERK OLD KING'S HIG' ^ STH YARMOUTH tf i '"40AK MUST CONFORM TO AL All 2 . 2010 �- SITE PLAN TOWN BYLAW & REGULATIONS Yan,�I Tr't,' 10- 31- YARM UTH���'— �iIAT`R ®EPI DATE 22 MAYFLOWER TERRACE SOUTH YARMOUTH PREPARED FOR off 5os-3s2-4x41 = ���+oF�,�ga.� q �o JOHN OBERLANDER fox 508-362-9880 SyASS�b JULY 11, i downcope.com © oto DANIELA. G�,o`' DANIEL 2016 . o OJALA �-w 00WR C#i,pe e�g�/teei/n�, /7e. CIVIL02 ) �� o OJALA ' �, G �No, 40980 - civil engineers � � Scale: 20 /and surveyors °-FFTER���'� 939 Main Street (Rte 6A) �� �� SSS/ON^L tiNG.. A ul- i 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675`" 16-071 DATE DANIEL A. OJALA, P.E., P.L.S. R Follins o Pond'��s OGS, ��ilfiv oo, E�iks P fh z 0 Cb a`o5e Kelley's Bay Locu Knob Hill oute 6 Biu Olds 0 0 a s s� N 0ks LOCUS MAP NOT TO SCALE ASSESSORS MAP 110 PARCEL 36 LOCUS IS WITHIN FEMA FLOOD ZONE X & AE EL. 9 AS SHOWN ON COMMUNITY PANEL #25001 CO58,3J DATED 7/16/2014 : 1\ LAND UNDER OCEAN (DWELLING IS WITHIN 100 YEAR FLOOD A \ ELEVATION) LAND SUBJECT9�\ 1 TO COASTAL WAGE CAwN DeA°s PONS ZONING SUMMARY (nDAL) ZONING DISTRICT: R-40 DISTRICT CRETE • \ qp R 4qy� AR\� MIN. LOT SIZE 40,000 S.F. _ P O MIN. LOT FRONTAGE 150' DECK N EXISTING MIN. FRONT SETBACK 30' 3g.$ DWELLING •� \ �.� MIN. SIDE SETBACK 20' \ , 9 FIRST FL LAND SUBJECT M.� �\ MIN. REAR SETBACK 20 ELEV.10.3' �l'.��_ T•.-COA.STA� � MAX. BUILDING HEIGHT 35' FROM AVG. STOftM L GE _ \ �\ - -- w-. _ - r4A i. GRADE AT �o N �� —_-! -- FRONT OF DWELL. 0? 2 DECK OO ° 6 OWNER OF RECORD PROPOSED I ' oR, `otic GARAGE 1`-- • ^• 8 JOHN AND MARGARET OBERLANDER K0 BANK . I7D 7 — i... g:.�: I REFERENCES rr: ro 1 I ......PROPOSED.... 6 CC`+ DEED BOOK 28629 PAGE 273 z • DISCONTINUOUS COASTAL BANK DRIVEWAY. PLAN BOOK 94 PAGE 11 � ' w �� ..... . (TRANSECTS AS PER DEP POLICY 92-1) 0 Z 100.0' /. NO I i r• 01 ROPOSED WALL JUL 2 0 2016 01 N ��P.���oi' �Z �� ` TOW = 13.0 ��AUG6 r YARi00LITH oti TOWN CLERK OLD KING'S HIG' ^ STH YARMOUTH tf i '"40AK MUST CONFORM TO AL All 2 . 2010 �- SITE PLAN TOWN BYLAW & REGULATIONS Yan,�I Tr't,' 10- 31- YARM UTH���'— �iIAT`R ®EPI DATE 22 MAYFLOWER TERRACE SOUTH YARMOUTH PREPARED FOR off 5os-3s2-4x41 = ���+oF�,�ga.� q �o JOHN OBERLANDER fox 508-362-9880 SyASS�b JULY 11, i downcope.com © oto DANIELA. G�,o`' DANIEL 2016 . o OJALA �-w 00WR C#i,pe e�g�/teei/n�, /7e. CIVIL02 ) �� o OJALA ' �, G �No, 40980 - civil engineers � � Scale: 20 /and surveyors °-FFTER���'� 939 Main Street (Rte 6A) �� �� SSS/ON^L tiNG.. A ul- i 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675`" 16-071 DATE DANIEL A. OJALA, P.E., P.L.S. R Rcc- � MAR 2 7 2017 B UILDtNG EU S COND FL001v AD I{ 10N-, CONTACT GENERAL CONTRACTOR OBERLANDER CONSTRUCTION 35 WASHINGTON AVE. W. YARMOUTH MA 02673 DESIGNER AM.PM DESIGN P.O BOX 586 WEST DENNIS MA 02670 CODE REF: IRC 2009 INTERNATIONAL RESIDENTIAL CODE: (ONE AND TWO FAMILY CODE) EXPOSURE B R301.2.1.1 DESIGN CRITERIA: CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM R301.2(4). EQUAL OR EXCEED 110 MILES PER HOUR SHALL BE DESIGNED IN ACCORDANCE WITH.... AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE -AND TWO- FAMLY DWELLINGS. R315 CARBON MONOXIDE ALARM R315.1 CARBON MONOXIDE ALARMS. FOR NEW CONSTRUCTION, AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL -FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. R315.2 INSTALLATION LOCATIONS ALARMS SHALL EITHER BE AN INTERCONNECTED 120V OR PART OF A LOW -VOLTAGE COMBINATION SYSTEM OR WIRELESS SYSTEM. ALARMS SHALL HAVE SECONDARY(STANDBY) POWER FROM MONITORED BATTERIES IN ACCORDANCE WITH NFPA 72. FOR FIRE ALARM CONTROL UNITS (PANELS) AND WIRELESS SYSTEMS, THE PANEL BATTERY SHALL SERVE AS THE SOURCE OF SECONDARY POWER. ALARMS SHALL BE UL 2034 OR UL 2075 LISTED, AS APPLICABLE. ALARMS MAY BE INTERCONNECTED WITH FIRE ALARMS PROVIDING THEY ARE COMPATIBLE AND THE FIRE ALARMS TAKE PRECEDENCE. R314 SMOKE ALARMS R314.3 LOCATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. 1. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS..... 4. NEAR THE BASE OF ALL STAIRS WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR. 5. FOR EACH 1,200 SQUARE FOOT OF AREA OR PART THEREOF. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. R301.2.1.2 R301.2.1.2 PROTECTION OF OPENINGS SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. WOOD STRUCTURAL PANELS WITH A MIN THICKNESS OF 7/16" AND A MAX SPAN OF 8' SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUTAND ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANLES SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMwlISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCE. DATE: 6 ING FFICIAL FILE COPY A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MAO 7 508-400-6093 WWW.AMPM.DESIGN FASTENER SPACING FASTENER TYPE PANEL SPAN 4 FEET< PANEL SPAN 6 FEET< PANEL SPAN <_ 4 FEET <- 6 FEET <- 8 FEET No. 8 WOOD SCREW BASED 8 ANCHOR WITH 2 -INCH 16 10 EMBEDMENT LENGTH MARK DATE No. 10 WOOD SCREW BASED 16 DATE: 10/10/16 9 ANCHOR WITH 2 -INCH SHEET TITLE 12 A-1 I t - 'r EMBEDMENTLENGTH 1/4 -INCH LAG SCREW BASED 15 ANCHOR WITH 2 -INCH 16 16 EMBEDMENTLENGTH TOWN OF YARMOUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR OMwlISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCE. DATE: 6 ING FFICIAL FILE COPY A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MAO 7 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITI®N 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pin DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE COVER SHEET A-1 I t - 'r Of r EXISTING DECK '1 32'::1" A-4.1 � IV I � 07 CJ1 fV W 07 3 tQQ P 07 ry D JII Sill '-6" Silf '26" 1 BEDROOM -2 "-61 -1 ft co I I Sill 215 1/2" N V '-6 /1 " CD M N V 101 10'-4 1/2" 5 1 A-4.1 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE BEDROOM -1 A�2 SHEET 2 OF 12 2 A-4.0 3'-5" \\/ ROLL IN SIM, NO THRES OLD, 103 —6 o PITCHED O DRAT /\ D DI 6 SID 4'-5 3/4" / v I rn »I (V ----- v -- - ZA2 ODO iv - A-4.0 N A-4.0 / SD/CO {�} 2 A 3.1 ROLL IN SHOWER, '— 6 NO THRESHOLD, PITCHED TO DRAIN D03 BEDROOM -2 "-61 -1 ft co I I Sill 215 1/2" N V OBERLANDER RESIDENCE CD M N V 101 1 A-4.1 1st FLOOR 1 SCALE: 1/4" = 1'-0" LIVING ROOM KITCHEN co 10 -11 1/2" ,, �� N 24'-112" DECK 105 D 2 CAR GARAGE _1n �/a" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE 1st FLOOR PLAN A�2 SHEET 2 OF 12 \\/ 103 /\ D / ----- -- ZA2 iv - A-4.0 N / / D' A3.0 / \ cc) \ 1 \ 6- 1/2" D01 6 1/2" o — d M 3'-1/4" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE 1st FLOOR PLAN A�2 SHEET 2 OF 12 I j I I 1 I I I 1 1 j l I I POST RIDGE 1 j I DOWN 1 l I II 1 i I FROM II 1 l I I 1 j I �IIJ lulIu 1 1 1 1 1 1 l j I I i I I I I I I I (3) 1 1/41 x 11 7i8I LVL 1 L—=jl = J I , POST ON 3'X3'X1' PAD W/ 5#5 BARS I i I I I' I L— I I I I II I I _L — I �------• I I I i I I POST 1ON3'X3'X1'' PAD W/ 5#5 I I I I IT BARS I I I POST DOWN FROM — RIDGE El I I Lill II POST ON 3'X3'X1' I — — PAD W/ 5#5 BARS I I I I �lk 4 L POST PAD ILj—I ON 3'X3'X1' W/ 5#5 BARS — — — — — — — 1ST FLR FRAMING C(:AI F• Iia" = 1'-n" SMART VENTS TOTAL OF 8 ENGINEERED SMART VENTS, 1 PER 200 SF OF ENCLOSED AREA. BOTTOM OF VENT WITHIN 1' OF GRADE AND WHOLE VENT BELOW FLOOD ELEVATION OF 9' POST ON 3'X3'X1' PAD W/ 5#5 BARS F— — — I I I I I I L__� BASEMENT SIMPSON SSP (OR EQUAL) STEEL STRAP LAPPED UNDER SILL PLATE IN ACCORDANCE WITH WFCM. EXTENDS 18" OUTER SIDE OF EXTERIOR STUD 5/8" GALVANIZED STEEL ANCHOR BOLTS W/ 3"X3"X1/4" PLATE WASHERS TO BE INSTALLED IN BOTTOM PLATE AT EVERY 36" AND 6"-12" FROM END PLATES. EMBEDDED 15" INTO GROUTED CELL OF CMU SIMPSON SSP (OR EQUAL) STEEL STRAP LAPPED UNDER SILL PLATE IN ACCORDANCE WITH WFCM. EXTENDS 18" OUTER SIDE OF EXTERIOR STUD POST ON 3'X3'X1' PAD W/ 5#5 BARS (3) 1 1/4" x 11 7/8' LVL F- L — — — CRAWLL_ -- CRAWL SPACE POST ON 3'X3'X1' PAD W/ 5#5 BARS z— 5/8" GALVANIZED STEELANCHOR BOLTS W/ 3"X3"X1/4" PLATE WASHERS TO BE INSTALLED IN BOTTOM PLATE AT EVERY 36" AND 6"-12" FROM END PLATES. EMBEDDED 15" INTO GROUTED CELL OF CMU PIN WALLS TOGETHER. 1 A3.0 I POST I I I POST I i I 4" THICK, 4000 PSI SLAB ON GRADE SLAB REINFORCED W/ 6X6 W1.4XW1.4 CENTERED ON SLAB I I� I I I I I ) POST UP I POST DOWN FROM RIDGE POST UP I I I � I. I II II �II I I I i II kh�l I I I' I L— I I I I II I I _L — I I I I I I I i I I POST 1ON3'X3'X1'' PAD W/ 5#5 I I I I IT BARS I I I I I I I I I I I I I I I I II II 10" o c D III D D i') ip D 10" 13'-10" 10" o0 N o SLAB ON GRADE/GARGAE 4" THICK, 4000 PSI SLAB ON GRADE ° SLAB REINFORCED W/ 6X6 p W1.4XW1.4 CENTERED ON SLAB D , 0 D D. CRAWL SPACE ... D D .. : p. .. D ° . .. 10" THICK X3'-6" CONC. WALL ON CONTINUOUS N 20"X10" FOOTING W/ 5/8" ANCHOR BOLTS EMBEDDED D MIN 7" W/ 3"X3"X 3/4" PLATE WASHERS SPACE 36" APART AND 6"-12" FROM ENDS CRAWL SPACE i — — i I I I L I L L — — POST ON 3'X3'X1' PAD W/ 5#5 BARS i 0 POST STEP STEP STEP POST UP POST UP/DN A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE FRAMING FOUNDATION PLAN A�23• 2 sCALE: 1/4" = 1'-0" SHEET 4 OF 12 A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN 2X12 16" O.0 HSS 4"X4"X1/2" (2)2X 8 HEADER (2)2X 8 HEADER HSS 3 1/2"X3 POST DN 1/2"X1/4" POST POST DN (2) 1 3/4" x11 7/8" LVL — DOWN (2)2X 8 HEADER Z — — ui II SII — w UJ --------- -- IIJ JII _ =1 --------- ---II co _ _ _ _ x N II r- I HSS 3 1/2"X3 N — — — — — — — — — — — — 1/2"X1/4" co ii " "ii - OBERLANDER 7 � HSS 3 1/2"X3 UL11 M M II — 1/2"X1/4" RESIDENCE ------ -- --SIN Q _ _ _ _ _ _ _ _ _ _ HSS 3 1/2"X3 = I 1/2"X1/4" _ POST DOWN FROM RIDGE N _ II II W12X30 ON HSS 4"X4"X1/2" —' (2)2X 10 HEADER W POST DOWN FROM RIDGE — . — . — . — . — . — . U I - - _.-.- - - - Tl - - - - - - D X N ADDITION N I II I I I I I I I I J �I I I I POST DOWN FROM RIDGE " II I I I I I I I POST 22 MAYFLOWER ° jj I I I I I I I I I I DOWN TERRACE Q ---- -- I I I I I I I r II I I I I I I I I I = I HSS 4"X4"X1/2" YARMOUTH � ______ __ I I I I I I I I xij I I I I I �I W MA 02664 NI II I I I I I I I I Ij I I I I I I I I x WI w cox II I I I I I I I I II HSS 3 1/2"X3 1/2"X1/4" W 12X30 ON HSS 3 1/2"X3 1/2" X 1/4"LJUL I o —I— —I —I— — Q I (2)2X 10 HEADER - . _ . _ . _ _ _ _ - .1 injni I i I I mini HSS 3 1/2"x31/2"x 114" I HSS 3 1/2"x3 2"x v4" 00 (2)2X 8 HEADER (2)2X 8 HEADER x III III III — � � , i L N 2X12 16" O.0 HSS 3 1/2"x31/2"x 1/4" 11 7/8" T 1560'S 16" O.0 2X12 @16" O.0 2ND FLOOR F `� M I ' ` G MARK DATE DESCRIPTION SCALE: 1/4" = 1'-0" PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE FRAMING A-2,04 SHEET 5 OF 12 W11 X19 ON HSS 3 1/2"X3 12" X 1/4" I I I I — i „ „ W12 X26 ON HSS 3 1/2 X3 12 X 1/4 1 1 1 1 1 1 I 2X12 16" O.0 1 I= _ I I I Iz I I I I� — ; I�I� (2) 1 1/4 X11 7/8 LVL ( I I ( I — i I I I ,_ I I �__ IEti Z X— _ — — ' ,2 W12 X14 ON HSS 3 1/2"X3 12" X 1/4" e II I I„-- �II 1 x 4"311„X3 I I I I I I II � -- (2)2X 8 HEADER (2)2X 8 HEADER — — HEIGHT 30 YR. ASPHALT SHINGLE(WEATHERED W SYSTEM ROOF SHEATHING AND ICE BARRIER ON ALL EDGES (MINA') (TYROF VENT 3 1/2" WHIT[ EXTERIOR STUD WALL W/R-20 OR 13+5 OF IN EXTERIOR ZIP SYSTEM WALL SHEATHING/ SHINGLES SYN .GEORGIA PACIFIC/ COP FLASHING AT ROOF INTERSE( 2ND FLOOR GUTTER/ DOWN SPOUT TO ALIGN WITH TRIN 3 1/2" WHITE TRIM(TYP) 1 ST FLOOR ELV. 1 C GARAGE FL REAR ELEVATION SCALE: 1/4" = V-0" SIDE ELEVATION 2 SCALE: 1/4" = V-0" T.O RIDGE 27'-9" -VENTED RIDGE CAP TO RIDGE 22'-0" 30 YR. ASPHALT SHINGLE(WEATHERED WOOD) W/ ZIP _ SYSTEM ROOF SHEATHING AND ICE AND WATER BARRIER ON ALL EDGES (MINA') (TYROF ALL ROOFS) -3 1/2" WHITE TRIM(TYP) 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES GEORGIA PACIFIC/ COASTAL BLUE _ FLASHING AT ROOF AND WALL INTERSECTION(TYP) 12 Q6 SECOND FLOOR ADDITION 2ND FLOOR GUTTER VENTED SOFFIT 3 1/2" WHITE TRIM(TYP) 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES GEORGIA PACIFIC/ COASTAL BLUE WHITE GRAGE DOORS/ FOUR PANEL W/ 3 LITE 1ST FLOOR GARAGE LEVEL W E CAP T SHINGLE(WEATHERED WOOD) W/ ZIP :'SHEATHING AND ICE AND WATER ALL EDGES (MINA') (TYROF ALL ROOFS) FIT -RIM(TYP) JD WALL W/R-20 OR 13+5 OR GREATER 'SYSTEM WALL SHEATHING/ EXTERIOR N .GEORGIA PACIFIC/ COASTAL BLUE ROOF AND WALL q(TYP) 'OUT 0 (TYP) DOORS TO REMAIN IG DECKING AND RAILNG TO MATCH EXISTING IITE RAILING SYSTEM DR R TO BASEMENT A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE ELEVATIONS option -b A-3,00 SHEET 7 OF 12 VENTED RIDGE CAP 30 YR. ASPHALT SHINGLE(WEATHERED WOOD) W/ ZIP SYSTEM ROOF SHEATHING AND ICE AND WATER BARRIER ON ALL EDGES (MINA') (TYROF ALL ROOFS) 3 1/2" WHITE TRIM(TYP) EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES SYN .GEORGIA PACIFIC/ COASTAL BLUE m FLASHING AT ROOF AND WALL /I1 INTERSECTION(TYP) 2ND FLOOR GUTTER----- VENTED UTTER----- VENTED SOFFIT 3 1/2" WHITE TRIM(TYP) EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES SYN .GEORGIA PACIFIC/ COASTAL BLUE 1 ST FLOOR FRONT ELEVATION SCALE: 1/4" = 1'-0" REPLACE EXISTING DECKING AND RAILNG TO MF DECKING AND WHITE RA III lqlmmml�llll� Imommmommimoll molmolmolumil limminnimminni Elul I' I-7all lul Imilmlel 0111110111111111, 111 0 imi, INES - mm 1. 1.011111111,01 1 lN.IN 1� .11mill im N I I now IV 11110. EXISTING FRONT DOOR TO REMAIN TO RIDGE 27'-9" NEW CHIMNEY 30 YR. ASPHALT SHINGLE(WEATHERED WOOD) W/ ZIP SYSTEM ROOF SHEATHING AND ICE AND WATER BARRIER ON ALL EDGES (MINA') (TYROF ALL ROOFS) TO RIDGE 21'-6" mini :INET IS 30 YR. ASPHALT SHINGLE(WEATHERED WOOD) W/ ZIP SYSTEM ROOF SHEATHING AND ICE AND WATER BARRIER ON ALL EDGES (MINA') (TYROF ALL ROOFS) TO RIDGE 22'-0" VENTED RIDGE CAP SIDE ELEVATION SCALE: 1/4" = 1'-0" OD) W/ ZIP EATER _L ROOFS) M(TYP) ALL W/R-20 OR 13+5 OR GREATER EEM WALL SHEATHING/ EXTERIOR ORGIA PACIFIC/ COASTAL BLUE FLOOR ,UTTER/ DOWN SPOUT 0 kLIGN WITH TRIM 3 1/2" WHITE TRIM(TYP) 1ST FLOOR GRADE GUTTER VENTED SOFFIT 3 1/2" WHITE TRIM(TYP) EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES SYN .GEORGIA PACIFIC/ COASTAL BLUE 1ST FLOOR ELV. 10'-3" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK I DATE I DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE ELEVATIONS option -b A-3. 1 SHEET 8 OF 12 3 1/2" WHITE TRIM(TYP) md,� EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES SYN .GEORGIA PACIFIC/ COASTAL BLUE FLASHING AT ROOF AND WALL INTERSECTION(TYP) 12 SECOND FLOOR ADDITION 2ND FLOOR SIDE ELEVATION SCALE: 1/4" = 1'-0" OD) W/ ZIP EATER _L ROOFS) M(TYP) ALL W/R-20 OR 13+5 OR GREATER EEM WALL SHEATHING/ EXTERIOR ORGIA PACIFIC/ COASTAL BLUE FLOOR ,UTTER/ DOWN SPOUT 0 kLIGN WITH TRIM 3 1/2" WHITE TRIM(TYP) 1ST FLOOR GRADE GUTTER VENTED SOFFIT 3 1/2" WHITE TRIM(TYP) EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES SYN .GEORGIA PACIFIC/ COASTAL BLUE 1ST FLOOR ELV. 10'-3" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWW.AMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK I DATE I DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE ELEVATIONS option -b A-3. 1 SHEET 8 OF 12 DOUBLE TOP PLATE +16'-8"Ah 3 StoryGUTTER — VENTED SOFFIT 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) R-30 OR GREATER INSULATION (FLOOR). +9'-2" GUTTER - 2 2nd floor VENTED SOFFIT - (3)2 x12 HEADER — W 12X53 — W 12X26 ' FIRE SEPARATION/ NOT LESS THAN 5/8" TYPE X _ GYPSUM BOARD FIRE RATED DOOR — +0„ 1 1st FLOOR SEALANT AND EXPANSION JOINT AT SLAB PERIMETER (2) 1 3/4"x 20" LVL RIDGE I HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS I I -VENTED RIDGE CAP FLASHINGAT ROOFAND WALL (2) 1 3/4" X14" LVL RIDGE INTERSECTION(TYP) 2X10 SPF@16 O.0 VENTED RIDGE CAP (2) 1 3/4" X14" LVL RIDGE 2X10 SPF@16 O.0 R-38 INSULATION ROOF HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS H HHJ I' (2) 1 1/4"X 11 7/8" LVL [III I HE 11117 I I I ::.::.. ANCHOR BOLT MIN 6" EXPOSED CONCRETE FOUNDATION i DAMPPROOFING FROM GRADE TO TOP I OF FOOTING.TYP. v. I R-30 OR GREATER INSULATION (FLOOR). R302.5.1 OPENING PROTECTION ..... OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK OR 20 MINUTE FIRE -RATED DOORS. _ . _ . _ . _ . _ _ . -2 Story'41-1/ BLOCKING UNDERSIDE ALL PARTITION WALLS SECTION 1 SCALE: 114" = 1'-0" SIMPSON LSTA 24 RIDGE STRAPS @ 16" VENTED RIDGE CAP (2) 1 3/4" X18" LVL RIDGE 2X10 SPF@16 O.0 — +16'-8" 3 Story R-38 INSULATION ROOF FLASHING AT ROOF AND WALL INTERSECTION(TYP) +9,-2„ 2 2nd floor BLOCKING: CONNECTIONS SHALL BE PROVIDED AND PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN FIRST TWO JOIST SPACES AND A MAX OF 4' O.0 (TYP) R-30 OR GREATER INS U LATION (FLOOR). 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. i EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) +o„ 1 1st FLOOR R-30 OR GREATER INSULATION (FLOOR). 2X12 @16" O.0 -4' -8' -2 Story SECTION 2 SCALE: 1/4" = 1'-0" 19 (2) 1 3/4" X11 7/8" L W12X30 W/ HSS 3 1/2"X3 1/2" X1/4"AT ENDS (2) 1 3/4"X11 7/8" LVL POST DN SIDE OF WINDOWS I I I I I I I I I I I I I I aml TJI'S 360 16" O.0 R-30 OR GREATER INSULATION (FLOOR). EXISTI VENTED RIDGE CAP (2) 1 3/4" X14" LVL RIDGE I — SIMPSON LSTA 24 RIDGE STRAPS @ 16" — — — — — — — — — — — -- R-38 R-38 INSULATION ROOF 2X10 SPF@16 O.0 (2) 1 3/4" X11 7/8" LVL —SIMPSON LSTA 24 RIDGE STRAPS @ 16" A.M,P.M DESIGN -VENTED RIDGE CAP P.O BOX 586 -(2) 1 3/4" X18" LVL RIDGE WEST DENNIS MA 02670508-400-6093 2x10 sPF@16 O.0 R-38 INSULATION ROOF WWW.AMPM.DESIGN FLASHINGAT ROOFAND WALL _ INTERSECTION(TYP) m BLOCKING: CONNECTIONS SHALL BE PROVIDED AND PANEL — EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN FIRST TWO JOIST SPACES AND A MAX OF 4' O.0 (TYP) �— SIMPSON HS2.5 +16'-8" 3 Story _ HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. - EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/ COLOR BY OWNER) Adk+9,-2„ 2 2nd floor --SIMPSON HS2.5 T /� R-30 OR GREATER INS ULATION(FLOOR). OBERLANDER RESIDENCE R-30 OR GREATER INSULATION (FLOOR). �— 2X12 @16" O.0 01L+0" 1 1st FLOOR OIL -8' -2 Story VENTED RIDGE CAP SIMPSON LSTA 24 RIDGE STRAPS @ 16" (2) 1 3/4" X20" LVL RIDGE 2X10 SPF@16 O.0 R-38 INSULATION ROOF R302.5.1 OPENING PROTECTION ..... OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK OR 20 MINUTE FIRE -RATED DOORS. BLOCKING UNDERSIDE ALL PARTITION WALLS 10" THICK X3'-6" CONC. WALL ON CONTINUOUS 20"X10" FOOTING W/ 5/8" ANCHOR BOLTS EMBEDDED MIN 7" W/ 3"X3"X 3/4" PLATE WASHERS SPACE 36" APARTAND 6"-12" FROM ENDS VENTED SOFFIT L-UTIER _ . _ . +16'-8" 3 Story —SIMPSON HS2.5 DOUBLE TOP PLATE 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) R-30 OR GREATER INSULATION(FLOOR). BLOCKING: CONNECTIONS SHALL BE PROVIDED AND PANEL — EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN FIRST TWO JOIST SPACES AND A MAX OF 4' O.0 (TYP) GUTTER +9'-2" VENTED SOFFI 2 2nd floor W 12X53 W 12X19 FIRE SEPARATION/ NOT LESS THAN 5/8" TYPE X GYPSUM BOARD 1 1st FLOOR -2 Story � ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK I DATE I DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE SECTIONS A-4,00 SHEET 9 OF 12 HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS SIMPSON HS2.5 VENTED SOFFIT GUTTER +16'_8" 3 Story FLASHING AT ROOF AND WALL INTERSECTION(TYP) —� NAILER NOTCHED OR DRILLED - BLOCKING – BLOCKING: CONNECTIONS SHALL BE PROVIDED AND PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN ----------- FIRST TWO JOIST SPACES AND A MAX OF 4' O.0 (TYP) +9'-2" — — — — — 2 2nd floor W12x30 W R-30 OR GREATER INSU LATION(FLOOR). HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS R-30 O GREATER INS U LATION (FLOOR). 1 1st FLOOR SECTION 1 SCALE: 1/4" = V-0" I I PREPARE TO RECE TILE.WALL/ FLR I I I VENTED RIDGE CAP SIMPSON LSTA24 RIDGE STRAPS @ 16" (2) 1 3/4" X18" LVL RIDGE 2X10 SPF@16 O.0 R-38 INSULATION ROOF I I EXISTING BASEME TILE.WALL/ FLR -SIMPSON HS2.5 VENTED SOFFIT GUTTER ,gk+ 16'-8" 3 Story — DOUBLE TOP PLATE 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. — EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) +9'-2" 2 2nd floor –SIMPSON HS2.5 DOUBLE TOP PLATE 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) +0" 1 1st FLOOR -8' -2 Story SECTION 2 SCALE: 1/4" = V-0" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWWAMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 SIMPSON LSTA24 RIDGE STRAPS @ 16" (2) 1 3/4"x 20" LVL RIDGE VENTED RIDGE CAP DOUBLE TOP PLATE I (2) 1 3/4" X14" LVL RIDGE 2X10 SPF@16 O.0 R-38 INSULATION ROOF +16'-8" I DESCRIPTION 3 Story DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE SECTIONS 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER INSULATION. EXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR SHINGLES(STYLE/COLOR BY OWNER) R-30 OR GREATER I NSU LATION (FLOOR). I W 12X14 HSS 3 1/2"X3 1/2" X 1/4" POST DOWN IN WALL PARTITONS +9'-2'Ah 2 2nd floor GUTTER GUTTER , VENTED SOFFIT VENTED SOFFIT LI W 12X19 2X6 EXTERIOR STUD WALL W/R-20 OR 13+5 OR GREATER W 12X53 � INSULATION. W 12X26 IEXTERIOR ZIP SYSTEM WALL SHEATHING/ EXTERIOR FIRE SEPARATION/ NOT LESS THAN 5/8" TYPE X I SHINGLES(STYLE/COLOR BY OWNER) GYPSUM BOARD R-30 OR GREATER INSULATION(FLOOR). I +0" — —-- -- — — — — — I 11st FLOOR — — — — -- — — SEALANT AND EXPANSION JOINT AT SLAB : ...... ..... _ .. . PERIMETER , .:.... P. MIN 6" EXPOSED CONCRETE FOUNDATION -4' R302.5.1 OPENING PROTECTION OTHER OPENINGS BETWEEN THE GARAGE AND ..... 10" THICK X3'-6" CONC. WALL ON CONTINUOUS 20"X10" FOOTING W/ 5/8" RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" ANCHOR BOLTS EMBEDDED MIN 7" W/ 3"X3"X 3/4" PLATE WASHERS SPACE 36" IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" APART AND 6"-12" FROM ENDS THICK OR 20 MINUTE FIRE -RATED DOORS. SECTION 2 SCALE: 1/4" = V-0" A.M.P.M DESIGN P.O BOX 586 WEST DENNIS MA 02670 508-400-6093 WWWAMPM.DESIGN OBERLANDER RESIDENCE ADDITION 22 MAYFLOWER TERRACE YARMOUTH MA 02664 MARK DATE DESCRIPTION PROJECT NO: #Pln DATE: 10/10/16 DRAWN BY: #CAD COPYRIGHT SHEET TITLE SECTIONS A-4,01 SHEET 10 OF 12 ___ _. _ __ - - i