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HomeMy WebLinkAboutS402 - SCHEDULESFACE OF CONC WALL OR CONC COLUMN T/STL +(SEE PLAN)3"2 1/2"3"3/4" DIA A325N BOLTS IN DBL L4x3xTHICKNESS INDICATED IN SCHEDULE, TYP. PROVIDE 13/16"x1 1/2" HORIZ SLOTS IN BEAM WEB AND INSTALL NUTS. FINGERTIGHT AND PEEN THREADS OR PROVIDE ADDITIONAL LOCKNUT. EMBEDDED PLATE CONNECTION EMBEDDED PLATE DETAIL 1' - 0" 2"8"2"2 1/2"4"4"2 1/2"'T' 3/4"x6" LONG HEADED STUDS'L'1 1/4"'H'PLAN LEGEND PLAN SYMBOL FOR STRAIGHT RUN ACTUAL CONSTRUCTION STRAIGHT RUN PLAN SYMBOL FOR CORNER CONDITION ACTUAL CONDITION STRAIGHT RUN HD HD HD HD SW_ SW_ HD HD HD BLOCKING AT ALL PANEL EDGES STUD SIZE END POST SHEATHING FASTENERS HOLDDOWN ANCHOR RODS FRAMING ELEVATION MARK STUD DEPTH LATERAL LOAD (k) SEISMIC CFS SHEAR WALL SCHEDULE SW1-4 SW2-4 SW3-4 SW4-4 3 5/8"3.3 4.0 4.3 1.7 1.6 1.8 2.0 SHEAR WALL NOTES: 1. SHEAR WALLS TO BE DESIGNED PER AISI S213 LATERAL DESIGN WITH SUPPLEMENT NO. 1 2. SHEAR WALLS MAY BE DISGNED WITH FLAT STRAP BRACING OR SHEET STEEL. 3. SEE S401 FOR COLD FORM STEEL FRAMING GENERAL NOTES. 4. LOADS SHOWN ARE ALLOWABLE LOADS (0.6W, 0.7E) 0.8 SW1-6 SW2-6 SW3-6 SW4-6 3.3 4.0 4.3 1.7 1.6 1.8 2.0 0.8 MARK STUD SIZE SPACING LOCATIONS WALL SCHEDULE W1-4 W1-6 W2-4 W2-6 2x4 DBL @ 8" OC 16" OC @ 3RD FLOOR @ 3RD FLOOR @ 4TH FLOOR @ 4TH FLOOR W3-4 8" OC @ 5TH FLOOR W3-6 W4-4 W4-6 16" OC @ 5TH FLOOR @ 6TH FLOOR @ 6TH FLOOR 12" OC DBL @ 8" OC 12" OC 16" OC STUDS 2x6 2x4 2x6 2x4 2x6 2x4 2x6 3 5/8" 3 5/8" 3 5/8" 6" 6" 6" 6" WIND MARK STUD SIZE SPACING LOCATIONS BEARING WALL SCHEDULE W1-4 W2-4 W1-6 W2-6 3 5/8"DBL @ 8" OC 16" OC @ 3RD FLOOR @ 3RD FLOOR @ 4TH FLOOR @ 4TH FLOOR 12" OC DBL @ 8" OC STUDS SHEATHING 3 5/8" 6" 6" BEARING WALL SCHEDULE NOTES: 1. SEE GENERAL NOTES FOR FLOOR LOADS. SEE PLAN FOR GEOMETRY IN CALCULATING TRIBITUARY WIDTH FOR DESIGN LOADS. 2. SEE S401 FOR COLD FORM STEEL FRAMING GENERAL NOTES.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 SCHEDULES S402WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 11/26/19 COLUMN FOOTING SCHEDULE (v2 simple) Mark Ftg Dimensions Bottom Reinforcing RemarksWidth Length Thickness Short Direction Long Direction No Size Length No Size Length F4x11PG4 3' - 8" 13' - 2" 3' - 0" 14 #6 3' - 2" 4 #6 12' - 8" F5 5' - 0" 5' - 0" 2' - 4" 7 #6 4' - 6" 7 #6 4' - 6" T&B F6 6' - 0" 6' - 0" 1' - 6" 8 #6 5' - 6" 8 #6 5' - 6" T&B F6BPG4 6' - 2" 6' - 2" 3' - 0" 15 #7 5' - 8" 15 #7 5' - 8" T&B F6x9PG6 9' - 8" 6' - 2" 3' - 0" 18 #6 9' - 2" 16 #6 5' - 8" T&B F7 7' - 0" 7' - 0" 1' - 10" 9 #6 6' - 6" 9 #6 6' - 6" T&B F7PG2 6' - 6" 4' - 1 1/2" 3' - 0" 9 #6 6' - 0" 14 #6 3' - 7 1/2" T&B F8 8' - 0" 8' - 0" 2' - 2" 11 #6 7' - 6" 11 #6 7' - 6" T&B F8PG5 7' - 8" 7' - 8" 3' - 0" 14 #6 7' - 2" 14 #6 7' - 2" T&B F9 9' - 0" 9' - 0" 2' - 6" 14 #6 8' - 6" 14 #6 8' - 6" T&B F9PG8 9' - 8" 8' - 9" 3' - 0" 18 #6 9' - 2" 16 #6 8' - 3" T&B F9x15 9' - 0" 15' - 0" 2' - 6" 26 #6 8' - 6" 14 #6 14' - 6" T&B F10 10' - 0" 10' - 0" 2' - 10" 13 #7 9' - 6" 13 #7 9' - 6" T&B F10PG7 10' - 0" 10' - 0" 3' - 0" 18 #6 9' - 6" 16 #6 9' - 6"T&B PIER SCHEDULE (v3) Mark Pier Size Vert Reinf Ties RemarksWidth Length No Size Size Spa Tie Type P18 1' - 6" 1' - 6" 4 #6 #3 1' - 0" P32 2' - 8" 2' - 8" 12 #9 #3 1' - 0" P32EX 2' - 8" 2' - 8" 12 #9 #3 9" EXISTING P32x40 2' - 8" 3' - 4" 12 #11 #3 8" P54x56 5' - 2" 4' - 8" 12 #9 #3 1' - 0" P56x66 4' - 8" 5' - 6" 12 #9 #3 1' - 0" P3264 EX 2' - 8" 5' - 4" 24 #7 #3 1' - 6" EXISTING SLAB ON GRADE SCHEDULE (v2) 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" Plastic 6" SOG05P 5" 6x6-W1.4xW1.4 WWF 1 1/4" 1 1/2" 15' - 0" Plastic 6" SOG06B 6" 6x6-W1.4xW1.4 WWF 1 1/2" 2" 15' - 0" Bituminous 6" SOG06N 6" 6x6-W2.1xW2.1 WWF 1 1/2" 2" 15' - 0" None 6" MAT FOUNDATION SCHEDULE (v2) Mark Thickness Bottom Reinforcing Top Reinforcing Remarks Short Direction Long Direction Short Direction Long Direction Size Spa Size Spa Size Spa Size Spa MAT01 1' - 6" #6 1' - 0" #6 1' - 0" #6 1' - 0" #6 1' - 0" MAT02 2' - 0" #7 1' - 0" #7 1' - 0" #7 1' - 0" #7 1' - 0" SEE S104 FOR SP COND CONCRETE WALL SCHEDULE (v3 simple) Mark Width Horiz Reinf Vert Reinf Dowel Reinf Reinf Location Cover RemarksSize Spa Location Size Spa Size Spa CW8 8" #4 1' - 0" CENTER #4 1' - 0" #4 1' - 0" Center CW10 10" #5 1' - 0" Ea Face #5 1' - 0" #5 1' - 0" Ea Face CW12 1' - 0" #5 1' - 0" Ea Face #5 1' - 0" #5 1' - 0" Ea Fac e CW14 1' - 2" #5 1' - 0" Ea Face #5 1' - 0" #5 1' - 0" Ea Fac e CW16 1' - 4" #5 8" Ea Face #5 1' - 0" #5 1' - 0" Ea Face CW18 1' - 6" #5 8" Ea Face #5 1' - 0" #5 1' - 0" Ea Face CW24 2' - 0" #5 8" Ea Face #5 1' - 0" #5 1' - 0" Ea Face CW28 2' - 4" #5 8" Ea Face #6 1' - 0" #6 1' - 0" Ea Face MASONRY WALL SCHEDULE (v3) Mark Thickness Vertical Wall Reinforcing Horiz Reinf Top of Wall Bond Beam Reinforcing Remarks Reinforcing Dowel Reinforcing Size Spa No. of SizeSize Spa Location Size Spa MW8 7 5/8" #5 2' - 0" Center #5 2' - 0" Ladder 1' - 4" 2 #5 MW8A 7 5/8" #5 1' - 4" Center #5 1' - 4" Ladder 1' - 4" 2 #5 WALL FOOTING SCHEDULE (v2 simple) Mark Dimensions Bottom Reinf RemarksWidth Thickness Longitudinal Reinf Transverse Reinf No Size Size Spa WF24 2' - 0" 1' - 0" 3 #5 NA 0" WF24BPG 2' - 0" 2' - 6" 3 #6 #6 8" WF30 2' - 6" 1' - 0" 3 #5 NA 0" WF36 3' - 0" 1' - 4" 4 #5 NA 0" WF36PG 3' - 0" 3' - 0" 4 #6 #5 1' - 0" WF63PG 5' - 3" 3' - 0" 7 #6 #5 1' - 0" STD HOOK ON TRANSVERSE BARS WF66 5' - 6" 2' - 6" 6 #8 #5 1' - 6" 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". Concrete Wall Schedule Notes: 1. Provide concrete cover to closest bar as indicated. 2. Provide wheel spacers or CRSI Typ. Bar Bend T5 at 36" each way to assure adequate concrete cover. 3. See sections for all bars not included in schedule. 4. Horizontal Bar Location: In = Horiz. bars inside of verical bars, Out = Horiz. Bars outside of vert. bars. 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. Column Schedule Notes: 1. See typical details for column base construction. 2. See S101B for fixed base column details (C1B & C5B). 3. All base plates GR50. 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.. Slab on Grade Schedule Notes: 1. Reinforcing clearance is from the top of slab. ELEVATED SLAB SCHEDULE (v2) Mark Total Thickness Concrete Density Conc Reinf Metal Deck RemarksThickness Gauge Type Finish ES01 6 1/4" Lightweight 6x6-W2.9xW2.9 WWF 2" 20 COMPOSITE Galvanized See Planfor Special Reinforcements Elevated Slab Schedule Notes: 1. Provide minimum of 1 1/2" end bearing. 2. Total thickness is the thickness from top of concrete to bottom of deck. 3. If indicated, provide minimum galvanized finish equal to ASTM A653-G30. COLUMN SCHEDULE (v2 marked) Mark Size Base Plate Size Anchor Rods Remarks Shear Lug Thickness Shear Lug HeightThickness Width Length Size (Dia) Quantity C1 W12X120 2" 1' - 10" 1' - 10" 1 1/8" 4 0" 0" C1B W12X120B 3" 2' - 0" 2' - 10" 1 1/2" 8 A992 GR50 PLATE, F1554 55ksi ARs 1" 5" C2 W12X45 1 3/4" 1' - 7" 1' - 7" 1" 4 C2A W12X45 1" 1' - 1" 1' - 4" 1" 4 SEE 14/S416 C3 W12X58 1 3/4" 1' - 7" 1' - 7" 1" 4 C3A W12X58 1" 1' - 1" 1' - 4" 1" 4 SEE 14/S416 C4 W12X87 1 3/4" 1' - 7" 1' - 7" 1" 4 C5 W12X136 2" 1' - 10" 1' - 10" 1 1/8" 4 0" 0" C5B W12X136B 3" 2' - 0" 2' - 10" 1 1/2" 8 A992 GR50 PLATE, F1554 55ksi ARs 1" 5" C6 HSS6X6X3/8 3/4" 1' - 0" 1' - 0" 3/4" 4 SEE 08/S406 BEARING PLATE SCHEDULE (v1) Mark Plate Size Headed Studs RemarksThickness Width Height No. Studs Diameter Length BP1 1/4" 6" 4" 2 1/2" 6" Elev Hoist Beams CMU LINTEL SCHEDULE FOR ALL LINTELS NOT INDICATED ON PLANS Opening Concrete Lintel Up to 6'-8"Precast concrete (3000 psi 145 pcf). (1) #5 T&B 8"deep x 4" wide, multiples to match wall thickness. Scored to match wall bond pattern 6'-9" to 10'-0"Concrete bond beam lintel block, filled with concrete or grout (3000 psi), w/ (2) #5 T&B 8" deep x wall thickness. CMU LINTEL SCHEDULE NOTES 1. Provide 2" cover from outside face for bars in each face. 2. Precast lintels shall have 8" bearing on each side of opening. 3. Bond beam lintels shall extend 16" into wall on each side of opening. 4. Precast lintels shall be shored in center for 3 days. 5. Bond beam lintels shall be shored in center for 28 days. 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. 4. Lintels to be provided at all limestone veneer. See Arch for locations. 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) STEEL BEAM TO CONCRETE COLUMN OR WALL CONNECTION SCHEDULE Mark EP1 Steel Beam To Concrete Column or Wall Connection Lintel Schedule Notes: 1. This schedule is for 50 ksi beams only. 2. Beam material per general notes. 3. Plate and angle material ASTM A36. 4. For beam reactions, see framing plans. Should indicated reactions exceed table capacities fabric ator shall provide connection detail. 5. Beam web capacity requires verification for beams with ASTM A36 material. 6. UNO on plan or if reaction exceeds tabulated value, use this connection as typical for listed beam sizes. Beam Rows of Bolts C8, W8, W10 2 Weld 'A' Size 5/16" Angle Size L4x3x3/8 5 1/2" Angle 'L' Length Embed Plate 'H' 9" 'T' 5/8" No. Studs 4 Capacity (Kips) Per Concrete Strength 4 KSI 18.3 18.3 3 KSI EP2 EP3 EP4 EP5 EP6 EP7 EP8 EP9 W12x14 W12x16 -W14 W16, W18 W21 W24 EP10 W27 W30 W33 W36, W40 3 3 4 5 6 7 8 9 10 5/16" 5/16" 5/16" 5/16" 5/16" 1/4" 1/4" 1/4" 1/4" L4x3x3/8 L4x3x3/8 L4x3x3/8 L4x3x3/8 L4x3x3/8 L4x3x5/16 L4x3x5/16 L4x3x5/16 L4x3x5/16 8 1/2" 8 1/2" 11 1/2" 14 1/2" 17 1/2" 20 1/2" 23 1/2" 26 1/2" 29 1/2" 13" 13" 17" 21" 25" 29" 33" 33" 37" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 6 6 8 10 12 14 16 16 16 33 40.3 58.4 91.5 111111 125 148 167 186 33 40.3 58.4 86 105 124 142 142 161 ROOF DECK SCHEDULE (v3) Mark Thickness Gauge Type Finish Sidelap Remarks RD01 1 1/2" 22 B Painted 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. 10'-0" up to 11'-6" L6 x 4 x 3/8 (LLV)