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HomeMy WebLinkAboutS215 - BALCONY AND PORCH FRAMING PLANS6 S215 5 S215 1/4" PL w/ (2) 1/2" BOLTS 1/4" PL w/ (2) 1/2" BOLTS L3x3x3/16 CLIP WELDED TO C6C8X11.5C6X13C6X13 C8X11.5HSS5x3x1/4L2X2X3/16 TACK WELD BLIND NUTS TO CHANNELHSS5.500X0.258FOB 7" L2X2X3/16 L2X2X3/16HSS5x3x1/4L3X2X1/4S215 9 10 S215 HSS5x3x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/41 3/8"1 3/8"11 S215 HSS3X2X1/4 HSS3X2X1/4HSS5X4X1/2HSS5X4X1/2HSS3X2X1/4 HSS3X2X1/4C8X11.512 S215 HSS MAX. SPACING 16" OC (TYP)HSS4x4x1/4HSS4x4x1/4HSS4x4x1/4HSS4x4x1/42' - 4 1/2"3 1/2"1' - 5 5/8" HSS3X2X1/4 HSS3X2X1/4 HSS3X2X1/4 HSS3X2X1/4 HSS3X2X1/4 CANT STUD OFF COLUMN - SEE ARCH FOR WALL FLASHING DETAIL 6 S215 COPED OUTRIGGERS @ 16" OC DOOR -SEE ARCH TREX DECKING -SEE ARCH L3x2x1/4 (LLV) RAILING -SEE ARCH HSS5x3x1/4 CFS FLOOR TRUSS BY CFS DESIGNER TYP 1' - 4" MAX 5 S215 RAILING -SEE ARCH L3x3x1/4 CHANNEL CHANNEL L3x3x1/4 TREX -SEE ARCH HSS SHEATHING CFS FRAMED WALL (SW, W) CFS FRAMED WALL (BEYOND) SEE ARCH FOR ALL FLASHING & INSULATION REQUIREMENTS FLOOR SHEATHING CFS FLOOR TRUSS (TYP) NOTE: EACH TRUSS TO BE DESIGNED FOR POINT LOAD (DOWNWARD & UPLIFT) AT OUTRIGGER CONNECTION w/ L/480 DEFLECITON CRITERIA. SEE GENERAL NOTES FOR UNIFORM BALCONY LOADING CRITERA. OUTRIGGER TO CONNECT BACK TO MINIMUM 3 FLOOR TRUSSES SEE PLAN FOR LOCATIONS - COORDINATE w/ ARCH ACFS BOX BEAM FOR OUTRIGGER SUPPORT CFS FRAMED WALL CFS BOXED BEAM CFS OUTRIGGER BY CFS DESIGNER CFS OUTRIGGER TO CFS BEAM CONNECTION BY CFS DESIGNER SECTION 'A' T/SHEATHING CFS BALCONY OUTRIGGER MEMBER, SEE PLAN FOR MAXIMUM OUTRIGGER SPACING VERTICAL DISTANCE TO BE COORDINATED WITH ARCH, BALCONY CONTRACTOR, AND CONTRACTOR REPSONSIBLE FOR OUTRIGGERS COORDINATE DEPTH OF OUTRIGGER WITH ARCH, BALCONY CONTRACTOR AND CONTRACTOR RESPONSIBLE FOR OUTRIGGERS CONNECTION OF OUTRIGGER TO CFS FLOOR FRAMING SYSTEM BY CFS DESIGNER CFS FRAMED WALL (BEYOND) SEE ARCH FOR ALL FLASHING & INSULATION REQUIREMENTS OUTRIGGER DIMENSION SEE ARCH FOR BALCONY CFS FLOOR TRUSS (TYP)8/S215FLOOR SHEATHING NOTE: SEE GENERAL NOTES FOR REQUIRED AREA LOAD AT BALCONY T/SHEATHING SEE PLAN SEE ARCHCFS BOX BEAM VERTICAL DISTANCE TO BE COORDINATED WITH ARCH, BALCONY CONTRACTOR, AND CONTRACTOR REPSONSIBLE FOR OUTRIGGERS CFS BALCONY OUTRIGGER MEMBER, SEE PLAN FOR MAXIMUM OUTRIGGER SPACING TOP CHORD CFS FLOOR TRUSS (TYP) BY CFS DESIGNER CFS FLOOR TRUSS (TYP) FLOOR SHEATHING NOTE: EACH TRUSS TO BE DESIGNED FOR POINT LOAD (DOWNWARD & UPLIFT) AT OUTRIGGER CONNECTION w/ L/480 DEFLECITON CRITERIA. SEE GENERAL NOTES FOR UNIFORM BALCONY LOADING CRITERA. CFS BALCONY OUTRIGGER MEMBER, SEE PLAN FOR MAXIMUM OUTRIGGER SPACING, TYP. CONNECTION OF OUTRIGGER TO CFS FLOOR FRAMING SYSTEM BY CFS DESIGNER 3 SIDES C4x4.5 COLUMN HSS4x4x1/4 CFS FRAMED WALL (SW, W) 1/4"x5"x10" A36 PLATECHANNEL L3x3x1/4 w/ 3/4"Ø A325 BOLT SHEATHING 1/4"x5"x10" PLATE L3x3x1/4 CHANNEL SHEATHING (BEYOND) HSS COLUMN 3/4"Ø A307 BOLT @ 36" OC VERT CFS FRAMED WALL (SW, W) SEE ARCH BALCONY RAILING - SEE ARCH BALCONY VERTICALS - SEE ARCH VENEER - SEE ARCH HSS DECKING - SEE ARCH CHANNEL RAILING -SEE ARCH CFS FRAMED WALL (SW, W) SHEATHING CFS FRAMED WALL (SW,W) HSS MAX SPACING 16" OC (TYP.) CFS FRAMED WALL (SW, W) BY CFS DESIGNER SHEATHING HSS BALCONY BEAM (TYP) SIDE WALL CFS TOP PLATES CONNECT CFS KING STUD TO HSS w/ (3) SELF TAPPING SCREWS, EACH SIDE (TYP) KING STUD EACH SIDE OF BEAM POCKET NOTE: BALCONY OUT RIGGERS NOT SHOWN FOR CLARITY HSS STEEL COLUMN (TYP) 1/4" STEEL PLATES - EACH WELDED TO TOP OF BEAM & BOTTOM OF COLUMN w/ (4) 1/4"Ø SELF TAPPING SCREWS, HALF EACH SIDE O'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RERSASTATE OF 860325 NNID No.AENIR M I ED EG N TS E Y MOC DE c MEI 19126 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIG HT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description BALCONY AND PORCH FRAMING PLANS S215WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS Author Checker 11/24/21 06/12/20 SCALE:S2151/2" = 1'-0" 1BALCONY FRAMING PLAN SCALE:S2151/2" = 1'-0" 3BALCONY FRAMING PLAN SCALE:S2153/4" = 1'-0" 5SECTION SCALE:S2153/4" = 1'-0" 6SECTION SCALE:S2153/4" = 1'-0" 2SECTION SCALE:S2153/4" = 1'-0" 7SECTION SCALE:S2153/4" = 1'-0" 8SECTION SCALE:S2153/4" = 1'-0" 9PLAN DETAIL SCALE:S2153/4" = 1'-0" 10SECTION SCALE:S2153/4" = 1'-0" 11SECTION SCALE:S2153/4" = 1'-0" 12SECTION