HomeMy WebLinkAbout87 60, 131 SE48-3420SITE
LOCATION
SURFSIDE ROADNONANTUM AVENUE
WESTERN AVENUE
SURFSIDE BEACH
PROJ. No.:
DATE:File Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_COV01.dwg, Layout: GI-001, Plotted: Friday, August 07, 2020, User: jhavey Plotter: AUTOCAD PDF (GENERAL DOCUMENTATION).PC3 CTB File: FO.STB20171100.D40
AUGUST 2020
GI-001
PROJECT TEAM
DESIGN ENGINEER
FUSS & O'NEILL, INC.
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908
P: 401-861-3070
LAND SURVEYOR
BLACKWELL & ASSOCIATES, INC.
20 TEASDALE CIRCLE
NANTUCKET, MA 02554
P: 508-228-9026
ARCHITECT
SMRT ARCHITECTS AND ENGINEERS
200 BRICKSTONE SQUARE, SUITE 303
ANDOVER, MA 01810
P: 877-700-7678
PREPARED BY
SURFSIDE BEACH
DRAINAGE IMPROVEMENTS
SHEET INDEX
SHEET No.SHEET TITLE
GI-001 COVER SHEET
CN-001 GENERAL NOTES & LEGEND
CS-101 EXISTING CONDITIONS PLAN
CE-101 DEMOLITION AND EROSIONAND SEDIMENTATIONCONTROL PLAN
CG-101 GRADING AND DRAINAGEPLAN
CD-501 CONSTRUCTION DETAILS
LOCATION MAP
SCALE: 1" = 250'
PREPARED FOR
TOWN OF NANTUCKET
16 BROAD STREET
NANTUCKET, MASSACHUSETTS 02554
SURFSIDE BEACH
DRAINAGE IMPROVEMENTS
NANTUCKET · MASSACHUSETTS
AUGUST 2020
317 IRON HORSE WAY, SUITE 204PROVIDENCE, RI 02908401.861.3070
www.fando.com
SURFSIDE DECK
IMPROVEMENT
SHEET INDEX
SHEET No.SHEET TITLE
GI001 COVER SHEET, LEGEND, ANDABBREVIATIONS
AD100 DEMOLITION PLAN
AE100 FLOOR PLAN
AE101 SECTIONS
LEGEND
EXIST PROP EXIST PROP
ABBREVIATIONS
GENERAL UTILITY
LEGEND NOTE
20171100D30
AUGUST 2020TOWN OF NANTUCKET
COW POND LANE IMPROVEMENTS
NANTUCKET MASSACHUSETTS
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908401.861.3070www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_GEN01.dwg Layout: CN-001 Plotted: Fri, August 07, 2020 - 1:30 PM User: jhaveyPlotter: NONE CTB File: FO.STBCN-001GENERAL NOTES AND LEGEND
NOT TO SCALE
20171100D40
AUGUST 2020TOWN OF NANTUCKET
SURFSIDE BEACH DRAINAGE IMPROVEMENTS
NANTUCKET MASSACHUSETTS
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908401.861.3070www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_EXC01.dwg Layout: CS-101 Plotted: Fri, August 07, 2020 - 1:30 PM User: jhaveyPlotter: NONE CTB File: FO.STBCS-101EXISTING CONDITIONS PLAN
1"= 20'
NAD-83-01
NAVD83
20171100D40
AUGUST 2020TOWN OF NANTUCKET
SURFSIDE BEACH DRAINAGE IMPROVEMENTS
NANTUCKET MASSACHUSETTS
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908401.861.3070www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_ERO02.dwg Layout: CE-101 Plotted: Fri, August 07, 2020 - 1:30 PM User: jhaveyPlotter: NONE CTB File: FO.STBCE-101EROSION & SEDIMENTATION CONTROL PLAN
1"= 20'
NAD-83-01
NAVD83
20171100D40
AUGUST 2020TOWN OF NANTUCKET
SURFSIDE BEACH DRAINAGE IMPROVEMENTS
NANTUCKET MASSACHUSETTS
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908401.861.3070www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_GRA03.dwg Layout: CG-101 Plotted: Fri, August 07, 2020 - 1:30 PM User: jhaveyPlotter: NONE CTB File: FO.STBCG-101GRADING AND DRAINAGE PLAN
1"= 20'
NAD-83-01
NAVD83
™
ADJUST TO GRADE WITH CONCRETE BRICK- 2" MINIMUM-12" MAXIMUM8" CAST IRON FRAME SET
ON FULL BED OF MORTARAND SEALED WITH MORTAR
SLAB WITH PRE-DRILLEDOPENINGS TO ALLOWFOR EXFILTRATION
12" MIN.12" MIN.
12" MIN. BEDDING
PRECAST LEACHING BASIN
6'-0"
4'-6"
FRONT VIEW
EXISTING GROUNDEXISTING GROUND
INLET
SECTION VIEW
CRUSHED STONE
GEOTEXTILE FABRIC
3"
2'-0"
6'-0"
3'-0"
CONCRETE FRAME RISER
PRECAST INFILTRATIONSTRUCTURE
20171100D40
AUGUST 2020TOWN OF NANTUCKET
SURFSIDE BEACH DRAINAGE IMPROVEMENTS
NANTUCKET MASSACHUSETTS
317 IRON HORSE WAY, SUITE 204
PROVIDENCE, RI 02908401.861.3070www.fando.com
SEALSEAL SCALE:
DATUM:
VERT.:
HORZ.:
VERT.:
HORZ.:
PROJ. No.:
DATE:MS VIEW: LAYER STATE: DATENo.DESCRIPTION DESIGNER REVIEWERFile Path: J:\DWG\P2017\1100\D40\Civil\Plan\20171100D40_DET01.dwg Layout: CD-501 Plotted: Fri, August 07, 2020 - 1:30 PM User: jhaveyPlotter: NONE CTB File: FO.STBCD-501CONSTRUCTION DETAILS
AS NOTED
GENERAL NOTES:
1. FIELD VERIFY ALL DIMENSIONS AND LAYOUT PRIOR TOPROCEEDING WITH WORK. NOTIFY ARCHITECT IN WRITINGOF ANY DISCREPANCIES OR INCONSISTENCIES. FAILURE TOREPORT ANY DISCREPANCIES WITHIN THESECONSTRUCTION DOCUMENTS TO THE ARCHITECT WILL NOTBE GROUNDS FOR ADDITIONAL COST OR CHANGE ORDERS.2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALLMATERIALS (UNLESS NOTED OTHERWISE), ANDWORKMANSHIP IN ACCORDANCE WITH FEDERAL, STATE,CITY, AND LOCAL BUILDING CODES AND THIERREQUIREMENTS.3. CONTRACTOR AND ALL TRADES SHALL NOTEREQUIREMENTS OF "GENERAL NOTES" ON ALL SHEETS.4. EACH TRADE TO PROVIDE SMOKE OR FIRE SEALANT ATPENETRATIONS AS REQUIRED FOR WALL TYPE (UNLESSNOTED OTHERWISE). ALL SEALANT, FIRE STOPPING ANDSMOKE STOPPING ASSEMBILIES SHALL BE U.L. RATED.5. REFER TO ALL CONSTRUCTION DOCUMENTS FORREQUIREMENTS WHICH MAY AFFECT THE WORK INANOTHER AREA AND/OR DISCIPLINE AND COORDINATE.6. PROVIDE BLOCKING IN WALLS AS NECESSARY WHERECASEWORK, FURNITURE, SHELVES, HANDRAILS, AND/OROTHER MISC. EQUIPMENT IS LOCATED.7. REFER TO G-002 SHEETS FOR GENERAL MOUNTINGHEIGHTS.8. DO NOT SCALE CONSTRUCTION DOCUMENTS.9. PROVIDE MEANS "FURNISH AND INSTALL".
ABBREVIATIONS:
AB ANCHOR BOLTA/C AIR CONDITIONINGACCU AIR CONDITIONING CONDENSER UNITACPLAS ACCOUSTICAL PLASTERACT ACOUSTIC CEILING TILEAFF ABOVE FINISH FLOORAGG AGGREGATEALT ALTERNATEAP ACCESS PANELAPROX APPROXIMATEARCH ARCHITECTURAL
BCX BOTTOM CORD EXTENSIONBD BOARDBIT BITUMINOUSBLDG BUILDINGBLP BORROWED LIGHT PANELBO BOTTOM OFBOF BOTTOM OF FOOTINGBOS BOTTOM OF STEELBOT BOTTOMBRDG BRIDGINGBRG BEARINGBS BOTH SIDESBSE BRICK SHELF ELEVATION
C CHANNELCB CATCH BASIN / CHALKBOARDCEM BD CEMENTITIOUS BACKER BOARDCFM CUBIC FEET PER MINUTECIP CAST IN PLACECJ CONTROL JOINT / CONSTRUCTION JOINTCL CENTER LINECLL CONTRACT LIMIT LINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONT CONTINUOUSCT CERAMIC TILECUH CABINET UNIT HEATER
D DIAMETERDBL DOUBLEDF DRINKING FOUNTAINDL DEAD LOADDR DISPLAY RAILDTL DETAILDW DISHWASHERDWG DRAWING
EA EACHEF EXHAUST FAN / EACH FACEEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALEOP EDGE OF PAVEMENTEPDM ETHYLENE PROPYLENE DIENE MONOMEREQ EQUALEW EACH WAYEWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEXT EXTERIOR
FB FLAT BARFBO FURNISHED BY OTHERSFCO FLOOR CLEA-OUTFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOOR / FAR FACEFFE FINISH FLOOR ELEVATIONFO FRAMED OPENINGFRP FIBER REINFORCED PLASTICFS FAR SIDEFTG FOOTING
GA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGDT GYPSUM DROP-IN TILEGV GRAVITY VENTGWB GYPSUM WALL BOARD
H HORIZONTALHC HANDICAPPED / HOLLOW COREHORIZ HORIZONTALHM HOLLOW METALHRU HEAT RECOVERY UNITH&V HEATING AND VENTILATINGHVAC HEATING, VENTILATING AND AIR CONDITIONING
I INCLUDED ANGLEID INSIDE DIAMETERIF INSIDE FACEIJ ISOLATION JOINTIMP IMPACT RESISTANTINS INSULATEDINV INVERT
JS JOINT SUBSTITUTE
K KIPS
L ANGLE / LENGTHLF LEFTLINO SHEET LINOLEUMLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LIGHTING PANEL / LIQUIFIED PROPANE
MAX MAXIMUMMB MARKER BOARDMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGMR MOISTURE-RESISTANTMUA MAKE-UP AIR
N NOSINGNCB NEW CATCH BASINNDMH NEW DRAIN MANHOLENFM NEW FORCE MAINNIC NOT IN CONTRACTNS NEAR SIDENSD NEW STORM DRAIN LINENSS NEW SANITARY SEWER LINENTS NOT TO SCALENW NEW WATER LINE
OC ON CENTEROF OUTSIDE FACEOH OVERHEAD
PA PUBLIC ADDRESSPAF POWER-ACTUATED FASTENERPDU POOL DEHUMIDIFICATION UNITPL PLATE / PROPERTY LINEPLAM PLASTIC LAMINATEPLF POUNDS PER LINEAR FOOTPP POWER PANELPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE-TREATEDPVC POLYVINYL CHLORIDEPVMT PAVEMENT
R RISER / RADIUSRB RESILIENT BASERD ROOF DRAINREINF REINFORCEDREQ'D REQUIREDRT RIGHTRO ROUGH OPENINGROW RIGHT OF WAYRR RUB-RAILRTU ROOF TOP UNIT (HVAC)
SACT SUSPENDED ACOUSTIC TILE CEILINGSC SOLID CORESF SQUARE FOOT / SUPPLY FANSFRM SPRAYED FIRE-RESISTIVE MATERIALSHT SHEETSIM SIMILARSK SHEAR KEYSN SANITARY NAPKIN (DISPENSER)SP SPECIALSS STAINLESS STEELSTA STATIONSTL STEELSTRUC STRUCTURAL
T TREADTB TACKBOARDT&B TOP AND BOTTOMTBM TEMPORARY BENCHMARKTCE TOP CHORD EXTENSIONTJ TIE JOISTTO TOP OFTOC TOP OF CONCRETETOF TOP OF FOOTINGTOM TOP OF MASONRYTOP TOP OF PIERTOS TOP OF STEELTOW TOP OF WALLTP TOILET PAPER (DISPENSER) / TEST PITTS TUBE STEELTYP TYPICAL
UH UNIT HEATERUNO UNLESS NOTED OTHERWISE
V VENT PIPE / VERTICALVB VAPOR BARRIERVCT VINYL COMPOSITION TILEVERT VERTICALVP VISION PANELVTR VENT THROUGH THE ROOF
W/ WITHWC WATER CLOSETWD WOODWF WIDE FLANGEWH WATER HEATERW/O WITH OUTWP WORKING POINTWS WEB STIFFENERWWF WELDED WIRE FABRIC
KEY NOTE
8
A
402
MAINLOBBY
A402
8
8
COLUMN BUBBLE AND
CENTER LINE
PARTITION TAG
DOOR TAG
ROOM TAG
EQUIPMENT/ACCESSORY TAG
A00
AE000
A00
AE000
A00
AE000
A00
AE000
INTERIOR ELEVATION
EXTERIOR ELEVATION
DATUM REFERENCE
BUILDING SECTION
WALL SECTION
DETAIL
A0
D0
C0
B0AE000
WINDOW TAG
8
SYMBOL LEGEND:
CUT DIRECTION
SECTION NUMBER
SHEET NUMBER
CUT DIRECTION
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
AREA OF DETAIL
SHEET NUMBER
ELEVATION DIRECTION
SECTION NUMBER
SHEET NUMBER
ELEVATION NUMBER/DIRECTION
SHEET NUMBER
DOOR NUMBER
ROOM NAME
ROOM NUMBER
REVISION
REVISION NUMBER#
REVISION TAG
AREA OF REVISION
EXISTING COLUMN BUBBLE AND
CENTER LINEA
XXX SF ROOM AREA (WHEN APPLICABLE)
LOCATION MAP:
A
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
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1
1
F
30x42
CURRENT ISSUE STATUS:
0"
PROJECT MANAGER:PROJECT NO:
A/E OF RECORD:
DRAWN BY:
SCALE:
SHEET No.C COPYRIGHT 2018 SMRT INC.SMRT FILE:
SHEET TITLE:
REV DESCRIPTION DATE
0
200 Brickstone Square, Suite 303
Andover, Massachusetts 01810
1.877.700.7678
www.smrtinc.com
SMRT Architects and Engineers
AS NOTED
1/4" 1/2" 1"2"3"
JOB CAPTAIN:
TOWN OF NANTUCKET
NANTUCKET, MA
COVER SHEET, LEGEND AND
ABBREVIATIONS
JSM 20555
Checker GI001
ISSUED FOR PERMIT
07-21-2020
GI001-20555
07-21-2020ISSUED FOR PERMIT
SURFSIDE DECK IMPROVEMENT
SURFSIDE ROAD
Author
MTR
DRAWING LIST
Sheet Number Sheet Name
01 - GENERAL
GI001 COVER SHEET, LEGEND AND ABBREVIATIONS
09 - ARCHITECTURAL
AD100 DEMOLITION PLAN
AE100 FLOOR PLAN
AE101 SECTIONS
TOWN OF NANTUCKET
SURFSIDE DECK IMPROVEMENT
SURFSIDE ROAD
UP
DEMOLITION NOTES:
1. -
NOT IN SCOPE
EXIST RAMP TOREMAIN
HOSE BIB TO REMAIN.ADJUST/RAISE TO BEABOVE DECK.
DEMO DECK AND FRAME
DEMO DECKING ONLY,EXISTING FRAMING TOREMAIN.
PROTECT EXISITNGUTILITIES
TRUE NORTHA
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
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30x42
CURRENT ISSUE STATUS:
0"
PROJECT MANAGER:PROJECT NO:
A/E OF RECORD:
DRAWN BY:
SCALE:
SHEET No.
PROJECT NORTH:
C COPYRIGHT 2018 SMRT INC.SMRT FILE:
SHEET TITLE:
REV DESCRIPTION DATE
0
200 Brickstone Square, Suite 303
Andover, Massachusetts 01810
1.877.700.7678
www.smrtinc.com
SMRT Architects and Engineers
AS NOTED
1/4" 1/2" 1"2"3"
JOB CAPTAIN:
TOWN OF NANTUCKET
NANTUCKET, MA
DEMOLITION PLAN
JSM 20555
MTR AD100
ISSUED FOR PERMIT
07-21-2020
AD100-20555
07-21-2020ISSUED FOR PERMIT
SURFSIDE DECK IMPROVEMENT
SURFSIDE ROAD
SAD
MTR
KEYNOTES - DEMOLITION
1/4" = 1'-0"
DEMOLITION PLAN A1
UP
UP
UP
UP
PLAN NOTES:
1. SEE G-001 FOR GENERAL PROJECT NOTES, LEGENDS ANDABBREVIATIONS.2. SEE G-002 FOR GENERAL MOUNTING HEIGHTS, TOP OFWALL DETAILS AND PARTITION TYPES.3. CONTRACTOR IS RESPONSIBLE FOR REVIEWING CODECOMPLIANCE PLANS AND NOTIFYING THE ARCHITECT OFCONFLICTS BETWEEN WHAT IS IN THE FIELD AND ON THECODE DOCUMENTS.4. DIMENSIONS ARE FACE OF CONCRETE, FACE OF MASONRYAND CENTERLINE OF STUD, UNLESS NOTED OTHERWISE.5. DOOR JAMBS (HINGE SIDE) SHALL BE 6" FROM CORNER INSTUD PARTITIONS AND 8" FROM CORNER IN MASONRYPARTITIONS UNLESS NOTED OTHERWISE.6. REFER TO DETAILS FOR ADDITIONAL DIMENSIONINGINFORMATION.7. REFER TO ENLARGED PLANS FOR PARTITION TYPES ANDDIMENSIONS IN AREAS WHICH ARE DETAILED AT A LARGERSCALE.8. FURNITURE AND OWNER PROVIDED EQUIPMENT AREINDICATED BY DASHED LINE TYPE.9. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATIONOF OWNER PROVIDED EQUIPMENT INCLUDING BUT NOTLIMITED TO DIMENSIONAL INFORMATION, ANDMECHANICAL, ELECTRICAL AND PLUMBINGREQUIREMENTS.
LEVEL 1100'-0"
LEVEL 2110'-0"
A1
AE101
K1
AE101
A8
AE101
F8
AE101
F8
AE101
FRAMING PLAN98'-0"
LEVEL 1100'-0"
LEVEL 2110'-0"
FRAMING PLAN98'-0"
LEVEL 1100'-0"
LEVEL 2110'-0"
L8
AE101
FRAMING PLAN98'-0"
HOSE BIB
LEVEL 1100'-0"
LEVEL 2110'-0"
FRAMING PLAN98'-0"
AE100
D10
AE100
G10
AE100
A10
AE100
K10
A8
AE101
4' - 0"5' - 0"12' - 0"5/4 PRESSURE TREATEDSOUTHERN YELLOW PINE
5' - 0"10' - 3 1/4"19' - 10 3/4"
30' - 2"23' - 4 1/4"20' - 2"43' - 6 1/4"NOT IN SCOPEEXISTING RAMPTO REMAIN
A1
AE101
L8
AE101
5' - 0"5' - 0"30' - 2"43' - 6 1/4"12' - 0"12' - 0"25' - 6 1/4"5' - 0"8' - 0"5' - 0"PROVIDE ACCESS PANEL ONHINGESTO BELOW DECKUTILITY. MATCH DECKALIGNMENT AND MATERIAL
NEW RAMP. 5/4PRESSURE TREATEDYELLOW SOUTHERNPINE PLANKS
MAINTAIN 6' SEPARATION AT SHOWERS.RELOCATED AS NECESSARY
RELOCATE HOSE BIB ABOVE DECKLEVEL FOR CONTINUED USE.1' - 0"ALIGN EDGE OF STAIRWITH FACE OF BUILDIGN
NOT IN SCOPE
2x6 P.T. LEDGERATTACHED TOBUILDING STRUCTUREWITH DECK BRACKET
2x6 PT @16" O.C.
4x4 POST DOWN TOPRECAST CONCRETEDECK PIERS, POSTSAND FOUNDATIONSTO BE AT 8'-0" O.C.MAXIMUM, TYPICAL.
2x6 P.T. LEDGERATTACHED TOBUILDING STRUCTUREWITH DECK BRACKET.
(3)2x10 PT 2x10 PT @16" O.C.2x10 PT @16" O.C.(3)2x10 PT2x6 P.T. LEDGERATTACHED TOBUILDING STRUCTUREWITH DECK BRACKET
TRUE NORTHA
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18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
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30x42
CURRENT ISSUE STATUS:
0"
PROJECT MANAGER:PROJECT NO:
A/E OF RECORD:
DRAWN BY:
SCALE:
SHEET No.
PROJECT NORTH:
C COPYRIGHT 2018 SMRT INC.SMRT FILE:
SHEET TITLE:
REV DESCRIPTION DATE
0
200 Brickstone Square, Suite 303
Andover, Massachusetts 01810
1.877.700.7678
www.smrtinc.com
SMRT Architects and Engineers
AS NOTED
1/4" 1/2" 1"2"3"
JOB CAPTAIN:
TOWN OF NANTUCKET
NANTUCKET, MA
FLOOR PLAN
JSM 20555
Checker AE100
ISSUED FOR PERMIT
07-21-2020
AE100-20555
07-21-2020ISSUED FOR PERMIT
SURFSIDE DECK IMPROVEMENT
SURFSIDE ROAD
Author
MTR
KEYNOTE
1/4" = 1'-0"
WEST ELEVATION A10
1/4" = 1'-0"
EAST ELEVATION G10
1/4" = 1'-0"
SOUTH ELEVATION D10
1/4" = 1'-0"
NORTH ELEVATION K10
1/4" = 1'-0"
AFL01 FLOOR PLAN - NEW WORK A1
NOTES:1. CONNECT LEDGER TO EXISTING BUILDINGSTRUCTURE WITH "MAINE DECK BRACKET" ORSIMILAR. LEDGER SHALL NOT BE CONNECTEDDIRECTLY TO EXISTING BUILDING WITHOUT A MINIMUMGAP OF 1".2. ALL JOISTS SHALL BE CONNECTED TO LEDGERSWITH STAINLESS STEEL SIMPSON JOIST HANGERS ANDSTAINLESS STEEL FASTENERS.3. ALL JOISTS SHALL BE CONNECTED TO BEAMS WITHSTAINLESS STEEL SIMPSON HURRICANE TIES ANDSTANILESS STEEL FASTENERS
1/8" = 1'-0"
FRAMING PLAN K4
ING
2X4 SUPPORT RAILING
2x10 PRESSURE TREATEDYELLOW SOUTHERN PINEFASCIA.
4x4 POST / BALUSTER
5/4 PRESSURE TREATED YELLOWSOUTHERN PINE PLANKS
(2) 1/2" THROUGHBOLTS
2X4 SUPPORT RAILING
1' - 6"2X JOISTS, SEE PLAN
3' - 0"
PRECAST DECK PIER
BUILT-UP BEAM, SEE PLAN
HURRICANE TIE
SIMPSON TENSION TIE AT EACHHANDRAIL POST
6"5" 3 1/2"4' - 3 1/2"1' - 4"MIN2"COUNTERSINK THROUGH BOLT ATTENSION TIE.1/2"30" MAX.2X4 SUPPORT RAILING
2X4 SUPPORT RAILING
EQEQ1' - 6"(2) 1/2" THROUGHBOLTS
2X JOISTS, SEE PLAN
BUILT-UP BEAM, SEE PLAN
HURRICANE TIE
SIMPSON TENSION TIE AT EACHHANDRAIL POST
REFER TO A1/AE101 FOR MORE DETAIL
2x10 PRESSURE TREATEDYELLOW SOUTHERN PINEFASCIA.
5/4 PRESSURE TREATED YELLOWSOUTHERN PINE PLANKS
COUNTERSINK THROUGH BOLT ATTENSION TIE.
LEVEL 1100'-0"
AE101
F8
LEVEL 1100'-0"
CONCRETE FOOTING 7"11 1/4"
3/4"
LEVEL 1100'-0"
EXISTING BUILDING
DECK BRACKET
LEDGER
JOIST HANGER
4"
CONTINUOUSSILICONE CAULKINGAT RABBETS.
RABBET SHINGLES ATBRACKETS
A
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2
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F
30x42
CURRENT ISSUE STATUS:
0"
PROJECT MANAGER:PROJECT NO:
A/E OF RECORD:
DRAWN BY:
SCALE:
SHEET No.C COPYRIGHT 2018 SMRT INC.SMRT FILE:
SHEET TITLE:
REV DESCRIPTION DATE
0
200 Brickstone Square, Suite 303
Andover, Massachusetts 01810
1.877.700.7678
www.smrtinc.com
SMRT Architects and Engineers
AS NOTED
1/4" 1/2" 1"2"3"
JOB CAPTAIN:
TOWN OF NANTUCKET
NANTUCKET, MA
SECTIONS
JSM 20555
MTR AE101
ISSUED FOR PERMIT
07-21-2020
AE101-20555
07-21-2020ISSUED FOR PERMIT
SURFSIDE DECK IMPROVEMENT
SURFSIDE ROAD
SAD
MTR
1 1/2" = 1'-0"
RAILING A A1
1 1/2" = 1'-0"
RAILING B K1
3/4" = 1'-0"
DECK/RAMP SECTION A8
1 1/2" = 1'-0"
TYP. STAIR DETAIL F8
3" = 1'-0"
CONNECTION TO BUILDING L8