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HomeMy WebLinkAboutS-105 - SCHEDULES (CONT.)WALL TYPE SCHEDULE MARK FLOOR LEVEL SW OR BW INT/EXT FRAMING SHEATHING NAILING PATTERN HOLDOWN BOTTOM PLATE ATTACHMENT STUD AT CORNER KING STUDS GRADE THICKNESS GRADE FACE BLOCKING AT PANEL JOINTS EDGES FIELD SIMPSON THREADED ROD FASTENER SDS CAPACITY 2X SILL PLATE CONNECTION TO TOP OF PLANK/JOIST SPACING WT201 2ND SW INT./EM. (3)115"X55" (2)2'X6" PSL 2.0E 15/32 OSB ONE 2"X6" 10i 101 (2)1 1" (36)1/4'X212" 28890 5/8"CIA., 6" EMBEDMENT 16" WT202 2ND SW INT./EXT. (3)2"XB" (2)2"X6" SPF#2 15/32 OSB ONE 2"X6" 10d@3" 10cli HDLI 1" (30)1/4"X212" 9335 5/8'DIA., 6' EMBEDMENT 16" WT203 2ND SW IfJT./EXT. (3)20X6' (2)20X6' SPF#2 16/32 OSS ONE 2'X6' 81 81 HDU11 1' (30)1/4'X2 Wo 9335 5/8' DIA., 6' EMBEDMENT 16" WT204 2ND SW INT (3)2'X6" (2)2"X6" SPF#2 15/32 OSB ONE 2'X6' 10d@3" 10d@72" HDU11 1" (30)1/4"X212" 9335 5/8"CIA., 6" EMBEDMENT 16" WT205 2 SW EXT. (3)1.75"X5.5" (2)2"X6" PSL 2.OE 15/32 OSB TWO 2"X6" 10d@2" 10cli (2)HDUI4 1" (36)1/4"X212" 28890 5/8'DIA., 6' EMBEDMENT 16" WT206 2ND BW EXT. (3)20X6' (2)20X6' SPF#2 16/32 OSS ONE 2'X6' 81 81 - - - - 5/8' DIA., 6' EMBEDMENT 32" WT207 2ND BW INT. (3)2'X6" (2)2'X6' SPF#2 - - - - - - - - - - 5/8"CIA., 6" EMBEDMENT 32" WT301 3RD SW INT./EXT. (5)2"XB" (2)2"X6" SPF#2 15/32 OSB ONE 2"X6" 8cli 8d@12" (2)MST72 - - 12690 (2)10D 6" VM02 3RD SW IfJT./EXT. (3)20X6' (2)20X6' SPF#2 16/32 OSS ONE 2'X6' 81 81 MST72 - - 6345 (2)1OD 6' WT303 3RD SW INT./EM. (3)2'X6' (2)2'X6' SPF#2 15132 OSB ONE 2'X6' Ball 81 MST72 - - 6345 (2)IOD 6" WT304 3 SW INT./EXT. (3)276" (2)TX6" SPF#2 15r32 OSS ONE 2"X6" 81 ed@12' MST72 - - 6345 (2)10D 6" WT305 3RD SW EXT. (5)2'X6' (2)2'X6' SPF#2 15/32 OSS TWO 2'X6' 10d@3" IOd@IT (2)MST72 - - 12690 (2)1DD 6' WT306 3RD BW EXT. (3)2"X6" (2)2"X6" SPF#2 15/32 OSB ONE 2"X6" 8d@6" 8d@12" - - - - (2)IOD 6" WT307 3RD BW INT. (3)276' (2)2'X6' SPF#2 - - - - - - - - - - (2)IOD 6' W7401 4TH SW INT./EXT. (3)2-X6' (2)2'X6' SPF#2 15/32 OSS ONE 2wX6' 81 81 (2)MST60 - - 9400 (2)iOD 12' WT402 4TH SW INT./EXT. (3)2"X6" (2)2"X6" SPF#2 15/32 OSB ONE 2"X6" 8d@4" 8d@12" MST60 - - 4700 (2)IOD 12" WT403 4TH SW INT./EXT. (3)276' (2)2"X6' SPF#2 15132 OSS ONE 2"X6" 8d@6" ed@12' MST60 - - 4700 (2)10D 12" WT404 4TH SW INT./EXT. (3)2'X6' (2)2'X6' SPF#2 15/32 OSS ONE 2'X6' 81 81 MST60 - - 4700 (2)10D 12' WT405 4TH SW EXT. (3)2"X6" (2)2"X6" SPF#2 15132 OSB ONE 2"X6" 10d@3" 10cli (2)MST60 - - 9400 (2)IOD 12" WT406 4TH BW EXT. (3)276" (2)2"X6' SPF#2 15r32 OSS ONE 2"X6" 8d@6" 8d@12' - - - - (2)10D 12" WT407 4TH BW INT. (3)2'X6' (2)2'X6' SPF#2 - - - - - - - - - - (2)10D 12' WT501 5TH SW INT./EXT. (3)2"X6" (2)2"X6" SPF#2 15132 OSB ONE 2"X6" 8d@6" 8d@12" MSTC66 - - 4640 (2)IOD 12" WT502 5TH SW INT./EXT. (3)276' (2)2"X6" SPF#2 15r32 OSS ONE 2"X6" 8d@6" ed@12" MST48 - - 2780 (2)10D 12" WT503 SW INT./EXT. (3)2"X6" (2)2"X6" SPF#2 15132 OSB ONE 2"X6" Bd@6" 8d@12" MST48 - - 2780 (2)IOD 12" WT504 5TH SW INT./EXT. (3)2"X6" (2)2"X6" SPF#2 15/32 OSB ONE 2"X6" 8d@6" 81 MST48 - - 2780 (2)10D 12" WT505 5TH SW EXT. (3)20X6' (2)20X6' SPF#2 16/32 OSS ONE 2'X6' 81 81 MSTC66 - - 4640 (2)IOD 12" WT506 5TH BW EXT. (3)2"X6" (2)2"X6" SPF#2 15132 OSB ONE 2"X6" Bd@6" 8d@12" - - - - (2)IOD 12" WT507 5TH BW INT. (3)2"X6" (2)2"X6" SPF#2 - - - - - - - - - - (2)IOD 12" NOTE: I. ALL SHEATHING SCHEDULED IS MINIMUM. CONTRACTOR TO INCREASE AS REQUIRED TO ALIGN GYPBOARD AND SHEATHING FOR PROPER TRANSITIONS. 2. AT THE CONTRACTORS OPTION HILTI KWIK BOLTS III EXPANSION ANCHORS OF THE SAME DIAMETER AND SPACING CAN BE SUBSTITUTED FOR THE BOTTOM PLATE ATTACHMENT. 3. CONTRACTOR TO INSTALL THE DOUBLE HD PER DETAIL PROVIDED IN S605 MASONRY WALL SCHEDULE MARK FLOOR LEVEL SW/BW MASONRY UNIT PROPERTIES REINFORCEMENT UNIT STRENGTH (PSI) WALL THICKNESS (IN) GROUT SPACING (IN) VERTICAL BAR HORIZONTAL REINFORCEMENT MW101 1STFLOOR SW 1900 8" 48" #5@48" 9GAUGE GALV. @16" MW102 1STFLOOR SW 1900 8" 8" #5@8" 9GAUGE GALV.@1T MW103 1STFLOOR SW 1900 8" 8" #5@8" 9GAUGE GALV.@16" MW104 1STFLOOR SW 1900 8" 32" #5@32" 9GAUGE GALV.@16" MW202 2ND FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @16" MW203 2ND FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @16" MW204 2ND FLOOR SW 1900 8" 32" 15@32" 9GAUGE GALV.@1F MW302 3RD FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @16" MW303 3RD FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @I6" MW304 3RD FLOOR SW 1900 8" 32" #5@32" 9 GAUGE GALV. @I6" MW402 4TH FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @16" MW403 4TH FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. di MW404 4TH FLOOR SW 1900 #5@32" 9GAUGE GALV. di MW502 5TH FLOOR SW 1900 8" 8" #5@8" 9 GAUGE GALV. @16" MW503 5TH FLOOR SW 1900 8"1 8" #5@8" 9 GAUGE GALV. @16" MW504 5TH FLOOR SW 1900 8"1 32" #5@32" 9 GAUGE GALV. @16" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City d Camel ((�� �vm�tlBnrklBAaL x DATE: 07/22/19 STUD WALL SCHEDULE FLOOR LEVEL DEMISING WALL NON LOAD BEARING CORRIDOR LOAD BEARING EXTERIOR LOAD BEARING EXTERIOR NON LOAD BEARING BLOCKING 2ND 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. 2X6 @ 16" O.C. 2X6 BLOCKING AT I/3RD POINT 3RD 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. 2X6 @ 16" O.C. 2X6 BLOCKING AT MID POINT 4TH 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. (2) 2X6 @ 16" O.C. 2X6 @ 16" O.C. 2X6 BLOCKING AT MID POINT 5TH 2X6 @ 16" O.O. 2X6 @ 16m O.C. 2X6 @ 16' O.C. 2X6 @ 16" O.C. 2X6 BLOCKING AT MID POINT ICF WALL REINFORCING SCHEDULE MARK CONCRETE CORE SIZE REINFORCING BAR SIZE AND SPACING VERTICAL HORIZONTAL CONCRETE STRENGTH CW101 8" #5@12" #5@12" 3000 PSI CW102 8" #6@8" #5@8" 3000 PSI CW103 8" #5@8" #5@8" 3000 PSI CW104 8" #5@12" #5@12" 3000 PSI NOTES: 1. WHERE INDICATED ON PLAN, PROVIDE WALL REINF. ALONG ENTIRE LENGTH OF WALL U.N.O. VERTICALS ARE CENTERED UNLESS NOTED EF. 2. SEE FOUNDATION PLANS FOR ICF WALL MARKS U.N.O. VERTICAL REINFORCING SHALL BE FULL HEIGHT OF WALL. 3. PLACE CONCRETE IN ICF SUCH THAT A MIN OF 48" IS PLACED IN A SINGLE POUR ABOVE ALL OPENINGS. 4. PROVIDE (2) #5 AROUND ALL OPENINGS IN ICF WALLS. 5. PROVIDE #5 DOWELS FROM FOUNDATION INTO ICF WALL, SPACING AND QUANTITY TO MATCH VERTICAL REINFORCING SPACING AND QUANTITY, U.N.O. 6. ICF CONTRACTOR SHALL COORDINATE ALL MECH OPENINGS W/ ICF WALL CONSTRUCTION. BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4.GOm RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: Gil Cr: p\Bi Eq .S,aO �•e" Fd��9c NO. 11 OZ 0]`96 S AT ol✓ F O SSS/ONAL B� ADAM GINSBURG, PE anw.y Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWISCENTER,OH 513.623.9430.9430 51 HOME SUITES BY HILTON CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSO. DELTA SATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENTISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY TJ CHECKED BY AJG PROJECT NO, 134-134-1705 SHEET NAME SCHEDULES (CONT.) DRAWINGS NO. S=105