Flats East Pedestrian Connector Permit 7-24-20151234AB1A2.1A2.157'-0"9'-3"9'-3"9'-3"REINFORCED CONCRETE PIERSTEEL BASE PLATE1234AB1A2.13A2.1LINE OF ROOFOVERHANGCONCRETE WALK WAYSTONE DRIP LINESTEEL COLUMN1234AB3A2.1ASPHALT SHINGLE ROOFWITH RIDGE VENT8" / 12"8" / 12"ABEQEQ9'-3"9'-3"GLU-LAM BEAMSSEE DETAILSBORAL SOFFIT TRIMBORAL BEAD BOARD CEILING PANELSTEEL COLUMNRECESSED DOWNLIGHT ONDAYLIGHT AND MOTION DETECTORSENSORTIE CANOPY LIGHTS INTOFLATS EAST COMMON PANELFLASH ROOFING INTOFLATS EAST SIDINGTHE PEDESTRIAN CONNECTORIS STRUCTURALLY INDEPENDENT.PEDESTRIANCONNECTORKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.As indicated7/24/2015 11:16:24 AM7/23/15TPBFIRST FLOOR PLANA1.1Flats East Pedestrian ConnectorProject NumberFLATS EAST PEDESTRIAN CONNECTOR 1/4" = 1'-0"1FOUNDATION PLAN 1/4" = 1'-0"2GRADE PLAN 1/4" = 1'-0"3ROOF PLANNOTES:NOT FOR CONSTRUCTION. PENDING STRUCTURALENGINEERING REVIEW. 1/4" = 1'-0"4reflected ceiling planThis structure is considered a PedestrianConnector (IBC 3104.)It provides a covered pedestrian walkwaybetween the Flat East Building and thegarages that serve it.1.Construction Type – 5B (IBC3104.3 Exception 1)2.Height – 1 Story – 12’3.Area – 310 SF - Does not contributeto area of Flats East Building.(IBC 3140)4.Walls are not required to be a firebarrier. (IBC 3104.5 Exception 2)5.Fire Protection – Fire protection isnot required.(IBC 3104.5 Exception 4)CODE REVIEWPARTIAL SITE LOCATION PLAN BY BERKSHIRE DESIGN GROUPVIEW FROM DRIVE WAY
12" X 12" X .75" STEEL BASE PLATE,GROUT TO PIERRIVER STONE DRIP EDGEPOURED CONCRETE(4) #5 VERTICAL REBAR18" MONOLITHIC CONCRETE PIER(4) 1" THREADED ROD DOUBLE NUTTEDW/ 2'X2'X1/4" PLATE WASHERAT BOTTOM END SET INTO PIER - 18" EMBEDMENTHSS 5X5X1/4 STEEL COLUMN WELDED TOBASE PLATE AND U-BRACKETBOLTED STEEL U-BRACKET WELDED TO COLUMN.1/2" PLATE STEEL WITH 3/4" STEEL BOLTSBORAL BEAD BOARD CEILING5-1/8" X 10-1/2" DOUG FIR EXTERIOR GRADEGLUE-LAMINATED BEAM - #1 APPEARANCE GRADEBORAL TRIMMETAL DRIPPREFABRICATED WOOD TRUSS3/4" PLYWOOD DECKASPHALT SHINGLE ROOFFELT PAPER3 1 /2"5 1/2 "#3 TIES @ 9" OC4'-6"NON-SHRINK GROUTWEED CONTROL FABRICMETAL EDGECONCRETE FOOTING FORMBORAL SOFFIT3"MAX5" MAXCONT EAVE VENT8"9"9"9"9"reflected ceiling plan0' - 0"T.O. Footing-4' - 6"7'-6"BORAL TRIMFIBER CEMENT BOARDAND BORAL BATTENGLUE LAMINATED CROSS BEAMAT EACH COLUMN POINT(3) RECESSED LED DOWNLIGHTSIN CEILINGALL EXPOSED STEEL TO BE COLOR GALVANIZEDALL BOLTS TO BE HOT DIPPED GALVANIZEDAND PAINTED TO MATCH COLUMNS10 1/2"1'-0"5"5 1/8"1 x 31 x 6FIBERCEMENT SHEET2 X 4 FRAMINGFIBER CEMENT SOFFIT1/2" PLY2 X 4 TRUSSASPHALT ROOFINGDRIP EDGE3/4" PLYWOOD5/4 X 6 BORAL TRIMGLUE LAMINATED BEAM5" STEEL POSTBORAL BATTENSDRIP EDGEA2.14GLUE LAMINATED BEAM1/2" WELDED PLATE STEEL U-BRACKET(6) 3/4" THROUGH BOLTS1'-6"1'-0"5" MAX18" CONCRETE PIER12" PLATE ABVSTEEL COLUMN ABV2" COVERAGE AT VERTICAL REBARHORIZONTAL TIESLINE OF PIER FOOTING BELOWKUHN RIDDLEA R C H I T E C T S28 AMITY ST. SUITE 2BA M H E R S TMASSACHUSETTS 010024 1 3 2 5 9 1 6 3 0FAX: 4 1 3 2 5 9 1 6 2 1ADBCThis drawing is not intended nor shall it be used for constructionpurposes unless the signed professional seal of a registered architectemployed by Kuhn Riddle Architects, Inc., is affixed above.Keynotes/General Notes:Date:Drawn By:Project:Scale:1234512345ADBCc Kuhn Riddle Architects, Inc.As indicated7/24/2015 11:16:26 AM7/23/15TPBEXTERIOR DETAILSA2.1Flats East Pedestrian ConnectorProject Number 1 1/2" = 1'-0"1TRANSVERSE SECTION 3/4" = 1'-0"2SOUTH - ELEVATION 1 1/2" = 1'-0"3LONGITUDINAL SECTION 3" = 1'-0"4U-BRACKET 1" = 1'-0"5PIER PLANNOTES:NOT FOR CONSTRUCTION. PENDING STRUCTURALENGINEERING REVIEW.