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HomeMy WebLinkAboutS402 - SCHEDULESSEE TYPICAL BUILT-UP MEMBERS (BEAM/HEADERS) FOR NAILS (2) 16d AS SHOWN (2) 16d TOENAILS, EA SIDE, EA END KING STUDS JACK STUDS WOOD STUD WALL FRAMING HEADER OPENING ELEVATION ROUGH OPENING MARK WALL SPECIES/GRADE HEADER MAX OPNG SPACERS JACK STUDS KING STUDS H1 2x4 SPF No.1/No.2 (2)2x6 0'-0" TO 3'-4" (1) 0.50" (1)2x4 (2)2x4 H2 2x4 SP No.1 (2x8) (2)2x8 3'-4" TO 6'-0" (1) 0.50" (2)2x4 (2)2x4 H3 2x4 SP No.1 (2x10) (2)2x10 6'-1" TO 7'-0" (1) 0.50" (2)2x4 (3)2x4 H4 2x4 SP No.1 (2x12) (2)2x12 7'-1" TO 8'-0" (1) 0.50" (2)2x4 (4)2x4 TYP WOOD HEADER SCHEDULE WOOD HEADER SCHEDULE NOTES: 1. Maximum opening is rough opening size. 2. Jack and king stud species and grade to match wall studs. 3. See built-up member details for typical header/beam bearing and details for fastening requirements. BLOCKING AT ALL PANEL EDGES STUD SIZE END POST SHEATHING FASTENERS HOLDDOWN ANCHOR RODS FRAMING ELEVATION 4x8 SHEATHING SHEAR WALL SEE PLAN WD ROOF OR FLOOR FRAMING MEMBER PERIMETER BLOCKING OR WALL BELOW SHEATHING EDGES PANEL CLIPS BTWN SUPPORTS (TYP) NAILING SCHEDULE LOCATION FASTENING REMARKS 1 EDGE 10d @ 6" OC 2 FIELD 3 SHEAR WALL 10d @ 12" OC (2) 10d @ 6" OC 1 3 2 UNBLOCKED DIAPHRAM PERIMETER BLOCKING OR WALL BELOW 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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 RIGHT 2015 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) By: Developer: Project: SCHEDULES S402 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 COLUMN FOOTING SCHEDULE Mark Ftg Dimensions Reinforcing (Bottom UNO) Width Length Thickness Remarks Short Direction Long Direction No Size Length No Size Length F3 3' - 0" 3' - 0" 1' - 0" 4 #4 2' - 6" 4 #4 2' - 6" F3A 3' - 0" 3' - 0" 2' - 6" 4 #4 2' - 6" 4 #4 2' - 6" F5A 5' - 0" 5' - 0" 2' - 0" 6 #5 4' - 6" 6 #5 4' - 6" Reinforcing Top & Bottom F6 6' - 0" 6' - 0" 2' - 6" 7 #5 5' - 6" 7 #5 5' - 6" Reinforcing Top & Bottom F6A 6' - 0" 6' - 0" 2' - 0" 7 #5 5' - 6" 7 #5 5' - 6" Reinforcing Top & Bottom F6x4 4' - 0" 6' - 0" 2' - 6" 7 #5 3' - 6" 5 #5 5' - 6" Reinforcing Top & Bottom F7 7' - 0" 7' - 0" 2' - 6" 8 #5 6' - 6" 8 #5 6' - 6" Reinforcing Top & Bottom F7A 7' - 0" 7' - 0" 2' - 0" 8 #5 6' - 6" 8 #5 6' - 6" Reinforcing Top & Bottom COLUMN SCHEDULE Mark Size Base Plate Size Anchor Rods WELD TO BASE Thickness Width Length Size (Dia) Quantity PLATE C1 1" 1' - 0" 1' - 0" 3/4" 4 5/16" FILLET ALL AROUND C2 HSS6X6X1/2 1 1/4" 1' - 4" 1' - 4" 1 1/4" 4 5/8" FILLET ALL AROUND C3 HSS6X6X5/8 4 WALL FOOTING SCHEDULE Mark Dimensions Bottom Reinf Width Thickness Remarks Longitudinal Reinf Transverse Reinf No Size Size Spa WF12 1' - 0" 2' - 6" 4 #5 NA 0" 1/2 top, 1/2 bottom WF18 1' - 6" 2' - 6" 4 #5 NA 0" 1/2 top, 1/2 bottom WF24 2' - 0" 2' - 6" 4 #6 NA 0" WF24A 2' - 0" 2' - 0" 6 #5 NA 0" 1/2 top, 1/2 bottom WF24B 2' - 0" 1' - 0" 3 #5 N/A 0" WF30 2' - 6" 1' - 0" 4 #5 NA 0" WF30A 2' - 6" 2' - 0" 4 #5 NA 0" WF36 3' - 0" 1' - 4" 4 #5 NA 0" Wall Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings = 3" 2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36". Column Footing Schedule Notes: 1. Reinforcing clearance at bottom and sides of footings = 3" 2. Use concrete brick of CRSI Class 3, CHCP wire bar supports @ 36". Column Schedule Notes: 1. See typical details for column base construction. MASONRY WALL SCHEDULE Mark Thickness Vertical Wall Reinforcing Horiz Reinf Top of Wall Bond Beam Reinforcing Remarks Reinforcing Dowel Reinforcing Size Spa Location Size Spa Size Spa No. of Size MW4 3 5/8" - 0" - - 0" No. 9 gage Ladder Type 1' - 4" 1 #4 MW6 5 5/8" #4 2' - 8" Center #4 2' - 8" No. 9 gage Ladder Type 1' - 4" 1 #5 MW6A 5 5/8" #4 1' - 4" Center #4 1' - 4" No. 9 gage Ladder Type 1' - 4" 1 #5 MW8 7 5/8" #5 4' - 0" Center #5 4' - 0" No. 9 gage Ladder Type 1' - 4" 2 #4 MW8A 7 5/8" #5 2' - 0" Center #5 2' - 0" No. 9 gage Ladder Type 1' - 4" 2 #4 MW8G 7 5/8" #5 4' - 0" Center #5 4' - 0" No. 9 gage Ladder Type 1' - 4" 2 #4 Light Weight CMU SLAB ON GRADE SCHEDULE Mark Thickness Reinforcing Control Jt Depth Reinf Clearance Control Jt Spa Vapor Retarder Sub-Base Depth Remarks SOG04P 4" 6x6-W1.4xW1.4 WWF 1" 1 1/2" 13' - 0" 10 mil Plastic 6" SOG06P 6" 6x6-W2.9xW2.9 WWF 1 1/2" 2 1/2" 15' - 0" 10 mil Plastic 6" SOG08P 8" #4 @ 12" OC EA WAY 2" 2 1/2" 20' - 0" None 6" SOG12P 1' - 0" #4 @ 16" OC EA WAY T&B 3" 3 1/2" 25' - 0" 10 mil Plastic 6" ROOF DECK SCHEDULE (v3) Mark Thickness Gauge Type Finish Sidelap Remarks RD01 1 1/2" 22 WR Painted Non-Inter O/O OUT TO OUT OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OF OUTSIDE FACE OH OVER HEAD OPNG OPENING OPP OPPOSITE OPP HD OPPOSITE HAND OSB ORIENTED STRAND BOARD OSL OUTSTANDING LEG OVS OVERSIZE HOLE PAF POWDER ACTUATED FASTENER PC PRECAST PL PLATE PLF POUNDS PER LINEAR FOOT PLYWD PLYWOOD PNL PANEL PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED PTN PARTITION R RADIUS RCC ROUGH-CUT CEDAR RD ROOF DRAIN REF REFERENCE REINF REINFORCE(D) (ING) (MENT) REQ'D REQUIRED REV REVISION/REVISED RO ROUGH OPENING RRD ROOF RELIEF DRAIN RTN RETURN RTU ROOF TOP UNIT RW RETAINING WALL SCHED SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SJ SAWCUT JOINT SJI STEEL JOIST INSTITUTE SL SLOPED SPA SPACE(S) SPECS SPECIFICATIONS SQ SQUARE SS STAINLESS STEEL SSL SHORT SLOTTED HOLES STD STANDARD STIFF STIFFENERS STL STEEL STRUCT STRUCTURAL SYMM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TIE BEAM TC TOP CHORD TCX TOP CHORD EXTENSION TEMP TEMPERATURE TF TRENCH FOOTING THK THICK THKS THICKENED SLAB THR'D THREADED TL TOTAL LOAD TOP'G TOPPING TRANS TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD w/ WITH WD WOOD WO WINDOW OPENING (MASONRY) WP WORKING POINT WT WEIGHT WWF WELDED WIRE FABRIC ELEVATION TOP AND BOTTOM OF LIST T/ "ELEVATION, TOP OF" B/ "ELEVATION, BOTTOM OF" T/BB TOP OF BOND BEAM T/BM TOP OF BEAM T/CONC TOP OF CONCRETE T/F TOP OF FOOTING T/LDG TOP OF LEDGE T/MAS TOP OF MASONRY T/P TOP OF PIER T/SLAB TOP OF SLAB T/STL TOP OF STEEL T/W TOP OF WALL T/GB TOP OF GRADE BEAM T/CAIS TOP OF CAISSON B/PL BOTTOM OF PLATE B/F BOTTOM OF FOOTING SPECIAL CHARACTERS ° DEGREE ± PLUS OR MINUS ELEVATION Ø DIAMETER AR ANCHOR RODS ABV ABOVE ACI AMERICAN CONCRETE INSTITUTE ADD'L ADDITIONAL ADH ADHESIVE ADJ ADJACENT AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALUM ALUMINUM ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECT ARCH'L ARCHITECTURAL ASTM AMERICAN SOCIETY OF TESTING MATERIALS AWS AMERICAN WELDING SOCIETY L ANGLE BAL BALANCE BB BOND BEAM B/B BACK TO BACK BC BOTTOM CHORD BD BOARD BLDG BUILDING BLK BLOCK BLW BELOW BM BEAM BOTT BOTTOM BP BEARING PLATE BRDG BRIDGING BRG BEARING BRK BRICK BS BOTH SIDES BSMT BASEMENT BTWN BETWEEN BUC BUILT UP COLUMN c CAMBER C/C CENTER TO CENTER CANT CANTILEVER CAIS CAISSON CFS COLD FORMED STEEL CJ CONTROL AND/OR CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN COORD COORDINATE COMP COMPACTED CONC CONCRETE CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CTR CENTER CTR'D CENTERED DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DL DEAD LOAD DLT DEEP LEG TRACK DO DITTO DN DOWN DTL DETAIL DWG DRAWING DWL DOWEL EA EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT ENG ENGINEER ELEV ELEVATION ELECT ELECTRICAL EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL EQUIV EQUIVALENT ES EACH SIDE EW EACH WAY EXIST EXISTING EXP EXPANSION EXT EXTERIOR F/ FACE OF FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FLG FLANGE FS FARSIDE FTG FOOTING GA GAUGE GALV GALVANIZED GB GRADE BEAM GC GENERAL CONTRACTOR GL GLULAM GR GRADE HC HOLLOW CORE HD HOLD DOWN HGT HEIGHT HI HIGH HK HOOK HORIZ HORIZONTAL HP HIGH POINT HS HEADED STUD HSS HOLLOW STRUCTURAL SECTION ID INSIDE DIAMETER IF INSIDE FACE INFO INFORMATION INT INTERIOR INV INVERT JST JOIST JT JOINT K KIP KO KNOCK OUT LB POUND LDG LEDGE LG LONG LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LSL LONG SLOTTED HOLES LONG LONGITUDINAL LP LOW POINT LVL LAMINATED VENEER LUMBER MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MBM METAL BUILDING MFR MCJ MASONRY CONTROL JT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MOM MOMENT MSW MASONRY SHEAR WALL MSL MEAN SEA LEVEL MTL METAL NO NUMBER NS NEAR SIDE NTS NOT TO SCALE ABBREVIATIONS LIST Slab on Grade Schedule Notes: 1. Reinforcing clearance is from the top of slab. Roof Deck Schedule Notes: 1. Abbreviations: WR = Wide Rib WRC = WR Cellular WRA = Wide Rib Acoustical WRAC = Wide Rib Acoustical Cellular Non-Inter = Non-interlocking sidelap Interlock = Interlocking sidelap 2. Provide minimum of 1 1/2" bearing at ends of deck. 3. Provide minimum of 4" interior bearing. 4. Attach deck with 5/8” diameter puddle welds @ 6” OC (perimeter supports); 36/5 pattern (field), and (2)#10 tek screws @ side laps 5. 3-Span minimum where possible. Masonry Wall Schedule Notes" 1. Provide 2" cover from outside face for bars in each face. 2. Grout all cores with rebar solid, unless solid grouted wall is shown. 3. Provide ladder type horizontal reinforcement at 16" o.c., unless noted otherwise. Side and cross rods shall be #9 wire, galvanized, see specifications. Cut joint reinforcement at control joints. 4. Provide bond beam with (2) #5 cont. at top of wall, unless noted otherwise. See schedule for additional bond beams. PIER SCHEDULE Mark Pier Size Vert Reinf Ties Width Length No Size Size Spa Tie Type Remarks P20 1' - 8" 1' - 8" 4 #7 #3 1' - 0" Square No. Date Description STEEL LINTEL SCHEDULE Mark Remarks L1 Steel Lintel Schedule Notes: 1. Provide 8" of bearing each end, uno. 2. Provide soap block on each side of lintels with bottom plates. 3. All exterior lintels shall be galvanized. 4. All interior lintels shall be shop primed with two coats of epoxy paint. 5. Provide #5 vert reinf (ea core) & grout cores solid full height @ lintel bearing. 6. Center bottom plate on wall thickness. Center lintel beam on CMU wall. 7. Weld bottom plate to lintel beam with 1/4" fillet welds (2" @ 6" OC) each side of beam flange. Size 5/16" x 7" x Cont (Bottom) PL Size (TxWxL) W8x13 Pier Schedule Notes: 1. Provide 2 inch concrete cover over ties. 2. Space first tie 2" from top of footing, last tie 2" from top of pier. 3. Provide (3) ties in top of pier, spacing = 2 1/2" on center. 4. Provide CRSI typical bar bend T5 for all ties. 5. Provide CRSI typical bar bend T9 additional ties for all piers with more than four vertical bars. 6. Provide 90° Hook for all ties per CRSI detailing standards. . 3/8"x 8"x7" BRG PLATE w/ (2)1/2" DIA x 6" HS (EA END) BRICK LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS Clear Opening Steel Angle Up to 5'-0" Brick Lintel Schedule Notes: 1. All lintels shall have 8" bearing on each end of opening. 2. All exterior lintels shall be galvanized. 3. All interior lintels shall be shop primed with two coats of epoxy/urethane coating system. L3 1/2 x 3 1/2 x 5/16 5'-1" up to 7'-0" L5 x 3 1/2 x 5/16 (LLV) 7'-0" up to 10'-0" L6 x 3 1/2 x 3/8 (LLV) SHEARWALL HOLDOWN SCHEDULE Mark TYPE Allowable Tension Anchor Rod Dia Installation Remarks HD1 HDU4-SDS2.5 3,285 lb 5/8" CIP or PI HD2 CS20 1,030 lb 0" PI Coil Strap w/ (16) 8d nails ea end WOOD WALL SCHEDULE Mark Studs Sheathing Fasteners Sill Plate Anchors Stud Size Spacing Top Plate End Post (OSB) Nail Edge Field Size Spa Remarks SW1 2x4 1' - 4" 2 2 7/16" 8d 6" 12" 5/8" 48" No. 1/ No. 2 SPF SW2 2x4 1' - 4" 2 2 7/16" 8d 6" 12" 0" 12" Stud Grade SPF W1 2x4 1' - 4" 2 2 8d 6" 12" 5/8" 48" No. 1/ No. 2 SPF W2 2x4 1' - 0" 3 2 8d 6" 12" 5/8" 48" No. 1/ No. 2 SPF W3 2x4 1' - 4" 2 2 8d 6" 12" 0" 12" Stud Grade SPF WOOD COLUMN SCHEDULE Mark Member No. of Size Species Base Cap Remarks WC1 1 4x4 (Solid) No.2 S. PINE ABU44Z CCQ/ECCQ WC2 1 6x6 (Solid) No.2 S. PINE ABU66Z CCQ/ECCQ Wall Column Schedule Notes: 1. See typical details for built-up columns. 2. Columns marked 'TREATED' shall be infused with preservative treatement (i.e."pressure treated") and rated for ground contact. Shear Wall Notes: 1. Stud spacing: 16" OC, UNO. 2. Exposure Class: Exposure 1, UNO. 3. Sheathing: Grade OSB, UNO. 4. Sheathing indicated is required. See architectural for other sheathing. 5. Span Rating: 32/16, UNO. 6. Fasteners: 8d common nails, UNO. Edge spacing applies to all panel edges. Continue nailing patterns above and below all openings for lenght of shear wall. Edge spacing - Around perimeter of each sheet of sheathing. Field spacing - Along each interior sheet support. Gypsum board fasteners: 6d Cooler nail or 1 3/4" x 0.120" wallboard nail or No. 6 x 1 1/4" type W screw. 7. Blocking: Provide horizontal or vertical blocking at all panel edges to match studs. 8. End Post: Multi-Ply end post to match studs, UNO. If not indicated, provide minimum (2) ply. End posts are each end of wall. 9. Top Plate: Provide number shown. Size to match studs. 10. Bottom Plate: Provide (1) treated bottom plate. Size to match studs. UNO. 11. Anchor Rod: If anchor rod size and spacing not indicated, provide 5/8"Ø at 48" oc. 12. SW: Shear Wall, lateral system. 13. W: Bearing Wall ROOF SHEATHING SCHEDULE Mark Sheathing Fasteners Grade Thickness Span Rating Blocking Nail Boundry Edge Field Remarks RS01 OSB Sheathing 23/32" 48/24 No 10d 6" 6" 12" FLOOR SHEATHING SCHEDULE Mark Sheathing Fasterners Grade Thickness Remarks Span Rating Blocking Screws Boundry Edge Field FS01 Sturd-I-Floor 23/32" 24" No 0.132" x 2" 6" 6" 12" Glue & Screw - See Note 7 Sheathing Notes: 1. Exposure Class: Exposure 1, UNO. 2. Sheathing: Grade OSB, UNO. 3. Span Rating: 32/16, UNO. 4. Fasteners: 10d common nails, UNO. Continue nailing patterns above and below all openings for length of shear wall. Boundry spacing - Around entire perimeter of wall or roof. Edge spacing - Around perimeter edges of each sheet of sheet of sheating, including blocking if shown. Field spacing - Along each interior support of sheathing. 5. Blocking: If "Yes", Required at all panel edges. Provide horizontal or vertical blocking to match studs, josits or trusses. 6. Floor Sheathing: provide tongue and groove edges. Roof Sheathing: Provide square edges and panel clips between supports. 7. Floor sheathing screws shall be Simpson Strong Drive WSNTL or equal. Glue floor sheathing to supports with construction adhesive. SCALE: NTS ROOF/FLOOR NAILING PATTERN 16d 16d See Arch See Arch See Arch MASONRY PIER SCHEDULE Mark Wall Width Length Reinforcing No Size Remarks MP1 7 5/8" 2' - 0" 3 #6 (1)#6 PER CORE - FULL HT TO T/PARAPET Masonry Pier Schedule Notes: 1. Provide 2" cover from outside face for bars in each face. 2. Grout all cores solid. 3. Provide #2 rectangular ties @ 16" o.c. 4. Provide CRSI typical bar bend T5 for all ties. 04/16/18 Nick Mishler