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Home My WebLink AboutS402 - SCHEDULES.pdfINDICATES SECTION CUT 1 S401 GIRDER TRUSSJAC K T R U S S T 3 (3) 2x6 TRUSS T2 @ 2'-0" OC B U C RI D G E PS L 5 1 / 2 " x 1 2 " +( 1 2 ' - 0 " ) 12 4 (2) 2x6 4x4 POST T/BRG WALL +(12'-0") 2/S400 BUC 2x12 2x12 PS L 5 1 / 8 " x 1 2 " IN D I C A T E S S H E A T H I N G SP A N A N D I N F O IN D I C A T E S S H E A T H I N G SP A N A N D I N F O TR U S S T 1 @ 2 ' - 0 " O C 11 7 / 8 " W O O D J O I S T S @ 1 6 " O C S L O P E 16 k 16 k COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, UNO INDICATES FRAMING MEMBER AND SPACING INDICATES BRG WALL BELOWINDICATES HEADER BELOW INDICATES FRAMING MEMBER FACTORED REACTION IN KIPS COLUMN MARK SEE SCHEDULE BEAM SIZE INDICATES PLAN DETAIL INDICATES ROOF SLOPE F L O O R F R A M I N G R O O F F R A M I N G INDICATES BUILT UP COLUMN INDICATES OPENING IN FRAMING INDICATES FRAMING MEMBER SIZE INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES BRG WALL BELOW ELEVATION TAG INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES ROOF OVERBUILD TOP OF BEAM INDICATES WD BEAM FRAMES OVER TOP OF COL/POST INDICATES WD BEAM FRAMES INTO SIDE OF COL/POST T/STL +(SEE PLAN) POCHE REPRESENTS MASONRY WALL P16 F4 P16 F4 T/P -0'-8" T/F -2'-8"HSS 6 MW 8 T / W - 0 ' - 8 " WF 2 4 T / F - 2 ' - 8 " CW8 T/W -0'-8" WF24 T/F -2'-8" COL MARK, SEE SCHEDULE FOR ACTUAL SIZE, BASEPLATE AND ANCHOR RODS P16 = PIER MARK, SEE SCHEDULE T/P = TOP OF PIER ELEV F4 = COL FTG MARK, SEE SCHEDULE T/F = TOP FTG ELEV CONCRETE MASONRY UNIT WALL (MW) SEE SCHED FOR SIZE AND REINF T/W = TOP OF WALL ELEV CONCRETE WALL (CW), SEE SCHED FOR WALL THICKNESS AND REINFSPOT ELEV INDICATES TOP OF CONC INDICATES PLAN DETAIL COL GRID, COLUMNS CENTERED ON GRID INTERSECTION, UNO T/F = TOP OF FTG ELEV CONCRETE WALL FTG (WF), SEE SCHED FOR SIZE AND REINF INDICATES SECTION CUT POCHE REPRESENTS CONCRETE WALL1 S401 2 S401 INDICATES EDGE OF WALL FTG INDICATES EDGE OF WALL FTG UNDER FLOOR SLAB 12 H G SEE 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 WALLMARKSPECIES/GRADEHEADERMAX OPNGSPACERS JACK STUDS KING STUDS H12x4SPF No.1/No.2(2)2x6 0'-0" TO 4'-0"(1) 0.50"(2)2x4(3)2x4 H22x4SP No.1 (2x8)(2)2x8 4'-1" TO 6'-0"(1) 0.50"(2)2x4(4)2x4 H32x4SP No.1 (2x10)(2)2x10 6'-1" TO 7'-0"(1) 0.50"(2)2x4(5)2x4 H42x4SP No.1 (2x12)(2)2x12 7'-1" TO 8'-0"(1) 0.50"(2)2x4(5)2x4 H52x6SPF No.1/No.2(3)2x6 0'-0" TO 4'-0"(2) 0.50"(2)2x6(2)2x6 H62x6SP No.1 (2x8)(3)2x8 4'-1" TO 7'-0"(2) 0.50"(2)2x6(2)2x6 H72x6SP No.1 (2x10)(3)2x10 7'-1" TO 8'-0"(2) 0.50"(2)2x6(2)2x6 H82x6SP No.1 (2x12)(3)2x12 8'-1" TO 10'-0"(2) 0.50"(2)2x6(2)2x6 H92x8SPF No.1/No.2(4)2x6 0'-0" TO 5'-0"(3) 0.42"(2)2x8(2)2x8 H102x8SP No.1 (2x8)(4)2x8 5'-1" TO 8'-0"(3) 0.42"(2)2x8(2)2x8 H122x8SP No.1 (2x12)(4)2x12 10'-1" TO 12'-0"(3) 0.42"(2)2x8(2)2x8 H112x8SP No.1 (2x10)(4)2x10 8'-1" TO 10'-0"(3) 0.42"(2)2x8(2)2x8 H132x10SPF No.1/No.2(6)2x6 0'-0" TO 6'-0"-(2)2x10(2)2x10 H142x10SP No.1 (2x8)(6)2x8 6'-1" TO 10'-0"-(2)2x10(2)2x10 H152x10SP No.1 (2x10)(6)2x10 10'-1" TO 12'-0"-(2)2x10(2)2x10 H162x10SP No.1 (2x12)(6)2x12 12'-1" TO 14'-0"-(2)2x10(2)2x10 H172x12SPF No.1/No.2(7)2x6 0'-0" TO 6'-0"(6) 0.13"(2)2x12(2)2x12 H182x12SP No.1 (2x8)(7)2x8 6'-1" TO 10'-0"(6) 0.13"(2)2x12(2)2x12 H192x12SP No.1 (2x10)(7)2x10 10'-1" TO 12'-0"(6) 0.13"(2)2x12(2)2x12 H202x12SP No.1 (2x12)(7)2x12 12'-1" TO 14'-0"(6) 0.13"(2)2x12(2)2x12 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. SS ROC PROFE . AI GNNIOLAE RE R SA STATE OF 860325 NNID No. A ENI R M I ED E G N TS E Y MOC DE c 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15319 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 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) MEI 15319 KEY PLAN Bldg 5 SCALE: NTS By: Developer: Project: PLAN NORTH SCHEDULES S402 Pe d c o r S q u a r e B u i l d i n g 5 35 7 C I T Y C E N T E R D R I V E Ca r m e l , I N , 4 6 0 3 2 Project Status SDS/KLSJRH 12/18/1512/18/15 WALL FOOTING SCHEDULE (v2 simple) Mark DimensionsBottom Reinf RemarksWidthThickness Longitudinal ReinfTransverse Reinf NoSizeSizeSpa WF242' - 0"1' - 0"3#5NA0" WF363' - 0"1' - 0"4#5NA0" WF484' - 0"2' - 0"6#5#51' - 0" SLAB ON GRADE SCHEDULE (v2) MarkThicknessReinforcing Control Jt Depth Reinf Clearance Control Jt SpaVapor RetarderSub-Base DepthRemarks SOG04N4"6x6-W1.4xW1.4 WWF1"1 1/2"13' - 0"None6" SOG04P4"6x6-W1.4xW1.4 WWF1"1 1/2"13' - 0"Plastic6" SOG06N6"6x6-W1.4xW1.4 WWF1 1/2"2"15' - 0"None6" SOG06P6"6x6-W1.4xW1.4 WWF1 1/2"2"2"Plastic6" COLUMN SCHEDULE (v2 marked) MarkSize Base Plate SizeAnchor Rods RemarksThickness WidthLengthSize (Dia)Quantity C5HSS6X6X3/83/4"1' - 0"1' - 0"3/4"4 C9HSS6X6X3/83/4"1' - 0"1' - 0"3/4"4 WALL SCHEDULE (v1) Mark Studs SheathingFastenersAnchor Rods LocationHold DownRemarksStud SizeSpacingTop PlateEnd PostExteriorInteriorNailEdgeFieldSizeSpa SW12x61' - 4"2-2x619/32" Sheathing10d3"1' - 0"5/8"1' - 4"Exterior SW22x61' - 4"2-2x64-2x619/32" Sheathing19/32" SHEATHING10d3"1' - 0"5/8"8"Exterior SW32x61' - 4"2-2x64-2x619/32" Sheathing10d3"1' - 0"Exterior SW42x61' - 4"3-2x63-2x619/32" Sheathing10d3"1' - 0"Exterior SW52x61' - 4"2-2x63-2x619/32" Sheathing10d3"1' - 0"Exterior WOOD HEADER SCHEDULE (v1) MarkSpecies/GradeMember End Supports RemarksJack StudsKing Studs H5SP NO. 1(3) 2x12(2) 2x6(2) 2x6 H6LVL(3) 1 3/4x11 1/4 LVL(3) 2x6(2) 2x6 H7SP NO. 1(3) 2x12(3) 2x6(2) 2x6 ROOF SHEATHING SCHEDULE (v3) Mark Sheathing Fasteners RemarksGradeThicknessSpan RatingBlockingNailBoundryEdgeField RS01Structural 119/32"40/20NO10d4"4"1' - 0" MASONRY WALL SCHEDULE (v3) MarkThickness Vertical Wall ReinforcingHoriz Reinf Top of Wall Bond Beam Reinforcing Remarks ReinforcingDowel Reinforcing SizeSpaNo. ofSizeSizeSpaLocationSizeSpa MW87 5/8"#52' - 0"Center#52' - 0"Ladder1' - 4"2#5 MW8SE7 5/8"#51' - 4"Center#51' - 4"Bond Beams @ 2'-0" oc 1' - 4"2#5Ext Stair Walls MW1211 5/8"#54' - 0"Ea Face#54' - 0"Ladder1' - 4"2#5 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. 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) 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". 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. Slab on Grade Schedule Notes: 1. Reinforcing clearance is from the top of slab. SCALE: NTS WOOD FRAMING PLAN LEGEND FLOOR SHEATHING SCHEDULE (v3) Mark Sheathing Fasterners RemarksGradeThickness Span Rating BlockingTypeBoundryEdgeField FS01STURDI-FLOOR23/32"48/24SEE PLANSCREWS4"6"8"T&G, GLUED FS02STURDI-FLOOR23/32"48/24NOSCREWS8"8"1' - 0"2 LAYER T&G, GLUED SEE 20/S409 FS03SHEATHING23/32"48/24YES10d GALV4"6"1' - 0"MECH ROOF SCALE: NTS FOUNDATION PLAN LEGEND SCALE: NTS WOOD HEADER SCHEDULE CONCRETE WALL SCHEDULE (v3 simple) MarkWidth Horiz ReinfVert ReinfDowel Reinf Reinf LocationCoverRemarksSizeSpaLocationSizeSpaSizeSpa CW66"#41' - 0"#41' - 0"#41' - 0"Center CW88"#41' - 0"#41' - 0"#41' - 0"Center CW121' - 0"#51' - 0"OUT#51' - 0"#51' - 0"Ea Face CW141' - 2"#51' - 0"OUT#51' - 0"#51' - 0"Ea Face CW161' - 4"#58"OUT#51' - 0"#51' - 0"Ea Face CW201' - 8"#58"OUT#51' - 0"#51' - 0"Ea Face 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. 5. At site walls where thickness transitions, lap upper wall bars 2'-0" into lower wall if vertical bars do not align. Floor Sheathing Notes: 1. Exposure Class: Exposure 1, unless noted otherwise. 2. Sheathing Grade: Structural 1, unless noted otherwise. 3. Span Rating: 32/16, unless noted otherwise. 4. Fasteners: 10d common nails, unless noted otherwise. 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 sheathing, 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, joists or trusses. 6. Floor Sheathing: If floor sheathing shown, provide tongue & groove edges. ELEVATED SLAB SCHEDULE (v2) Mark Total Thickness Concrete Density Conc Reinf Metal Deck RemarksThicknessGaugeTypeFinish S015"Normal6x6xW2.1xW2.1 WWF2"20COMPGalvanized S026"Normal6x6xW2.1xW2.1 WWF1 1/2"20COMPGalvanized2 HR WOOD POST SCHEDULE (v1) Type MarkSizeBaseCap Anchor Rods RemarksQuantitySize PSL5x55 1/4x5 1/4 PSLABU66SIMPSON CC15/8" HOLDOWN SCHEDULE (v3) MarkTYPE Allowable Tension Anchor RodInstallationRemarks HD-1HSU8-SDS2.57870LB7/8"PI HD-2HDU11-SDS2.59535LB1"PI HD-3HDU2-SDS2.53075LB5/8"SIDE OF GIRDER TO CHIMNEY CORNER STUDS No.DateDescription 112/22/15ADD 001 Roof Sheathing Notes: 1. Exposure Class: Exposure 1, unless noted otherwise. 2. Sheathing Grade: Structural 1, unless noted otherwise. 3. Span Rating: 32/16, unless noted otherwise. 4. Fasteners: 10d common nails, unless noted otherwise. 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 sheathing, 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, joists or trusses. 6. Floor Sheathing: If floor sheathing shown, provide tongue & groove edges. Holdown Schedule Notes: 1. All holdowns manufactered by Simpson Strong-Tie. 2. Comply with all manufacturer's recommendations for the installation of holdowns. 3. CIP = Cast In Place 4. PI = Post Installed. Hilti HIT HY 150 MAX with HAS threaded rod. CMU Embedment = 6", Concrete Embedment = 8". 5. Post thickness is the vertical post the holdown is connected to. Wall Schedule Notes: 1. Stud Spacing: 16" OC, unless noted otherwise. 2. Exposure Class: Exposure 1, unless noted otherwise. 3. Sheathing Grade: Structural 1, unless noted otherwise. Sheathing indicated is required. See architectural drawings for other sheathing. 4. Span Rating: 32/16, unless noted otherwise. 5. Fasteners: 10d Common nails, unless noted wtherwise. Edge spacing applies to all panel edges. Continue nailing patterns above and below all openings for length 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. 6. Blocking: Provide horizontal or vertical blocking at all panel edges to match studs. 7. End Post: Multi-plyend post to match studs, unless noted otherwise. If not incicated, provide minimum 2-ply. End posts are each end of wall. 8. Top Plate: Provide number shown. Size to match studs. 9. Bottom Plate: Provide (1) treated bottom plate. Size to match studs. Unless noted otherwise. 10. Anchor Rod: If anchor rod size and spacing not indicated, provide 5/8" dia at 48" OC. 11. SW: Shear Wall, Lateral System. 12. W: Bearing Wall.