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HomeMy WebLinkAboutS404 - TYPICAL SECTIONS & DETAILS.pdf1' - 4"SEE SCHEDULE 1' - 4"SEE SCHEDULE PLAN3/4"ØANCHORRODDOUBLE NUT GROUT HEIGHT 7/8"Ø 1"Ø 1 1/8"Ø 1 1/4"Ø 1 1/2"Ø 2"Ø1 1/16"Ø3/4"ØANCHORRODHOLEDIAMETER 1 3/16"Ø7/8"Ø 1 1/2"Ø1"Ø 1 5/8"Ø1 1/8"Ø 1 3/4"Ø1 1/4"Ø 2"Ø1 1/2"Ø 2 1/2"Ø2"Ø 3"Ø2 1/2"ØEDGEDISTANCE1 1/2"1 3/4"2"2 1/4"2 1/2"3"4"4 1/2"3"2 1/2"Ø3"2"2"2"2"2"2"BASE PLATE -SEE SCHEDULECOLUMN 1/4" LEVELING PLATE 3/4" NON-SHRINK, NON-METALLIC GROUT (IF DOUBLE NUTS ARE NOT USED)DOUBLE NUTS - NO LEVELING PLATE REQ'D - SEE SCHEDULE FOR GROUT HEIGHT ANCHOR RODS ANCHOR ROD DIAMETEREMBEDMENTDEPTHHOLE DIAMETER 3/4"7/8"1"1 1/4"10"11 1/4"12 3/8"15"13/16"15/16"1 1/16"1 1/2"A36 THREADED ROD (OR HILTI HAS-E ROD)HILTI HIT-ICE/HIT HY150 ADHESIVE ANCHORT/CONC +(SEE PLAN)NOTE:1.INSTALL RODS AND ADHESIVE IN ACCORDANCE w/ MFR'S INSTRUCTIONS 2.CURE TIME OF 4 HOURS IS REQ'D @ 32" TEMPBEVEL ROD ENDEMBEDMENTMIN5"OR AS REQ'D HOLE DIA 2"2"10d @ 12" OC 3 1/2" WIDE, 2-PLY2"2"10d @ 12" OC 5 1/4" WIDE, 3-PLY2"2"SDS 1/4"x6" @ 12" OC 7" WIDE, 4-PLY1 3/4"1 3/4"1 3/4"2'-0" MAX2'-0" MAX 1'-0" MAX1'-0" MAX 1 1/2"RIP (2) 2x NAILERS TO FIT TOP OF BEAM. ATTACH NAILER TO BEAM w/ 1/2"Ø BOLTS PLANSECTION 'A'BEAM 1 1/2"A RIP (2) 2x NAILERS TO FIT TOP OF BEAM. ATTACH NAILER TO BEAM w/ HILTI FASTENERS PLANSECTION 'B'BEAM B 1 1/2"1 1/2"1'-4" MAX1'-4" MAX 8" MAX8" MAX 8" MAXFASTEN TOP 2x w/12d NAILS @ 8" OCHILTI FASTENER NAIL EQEQNOTE:THIS DETAIL IS REQ'D AT ALL BEAM FLANGES EXCEEDING 1/2" IN THICKNESS AND AT ALL SHEAR WALL LOCATIONS.FASTENING SELECTION BASE METAL THICKNESSHILTI FASTERNER LESS THAN 7/16"0.157" X-U TYPE 1/2"0.177" DS TYPE GREATER THAN 1/2"USE OPTION 1OPTION 1 OPTION 2NOTE:THIS DETAIL IS ALLOWED NON-SHEAR WALL LOCATIONS ONLY WHERE BEAM FLANGES ARE LESS THAN 1/2" IN THICKNESS.WHEN ADDITONAL PLATES ARE INDICATED SECURE EA PLY w/ 12d COMMON IN 2 ROWS @ 6" OC.NOTE: STEEL DETAILER MAY SELECT COMMON GAGE FOR USE AT ALL BEAM LOCATIONS.SECURE SHEATHING TO PLATE ASSEMBLY WITH (2) ROWS OF 10d NAILS @ 4" OC GL U L A M O R B U I L T UP B E A M (4 ) 1 6 d N A I L S TO P P L A T E BU I L T - U P C O L U M N AD D I T I O N A L 2 x WO O D ST U D S DO U B L E P L A T E S 16 d N A I L S @ EA C H S T U D (2 ) 1 6 d @ E A C H ST U D W I T H I N L A P LI M I T S 16 d N A I L S @ 6 " O C 3' - 0 " M I N L A P 6"6"6"2 1/2" 6” 6” 6” M A T C H S T U D W A L L 2x M A T C H ST U D W A L L NA I L D R I V E N FR O M O T H E R S I D E NA I L D R I V E N FR O M T H I S S I D E NO T E : AL L N A I L S A R E 1 2 d PL Y W O O D F I L L E R A S RE Q ’ D T O M A T C H S T U D WA L L T H I C K N E S S TY P I C A L B U I L T - U P C O L U M N TY P I C A L B U I L T - U P B E A M 1” TYP 4x 8 S H E A T H I N G SH E A R W A L L SE E P L A N WD R O O F O R F L O O R FR A M I N G M E M B E R PE R I M E T E R B L O C K I N G OR W A L L B E L O W SH E A T H I N G ED G E S PA N E L C L I P S B T W N SU P P O R T S ( T Y P ) NA I L I N G S C H E D U L E LO C A T I O N FA S T E N I N G RE M A R K S 1 E D G E 10 d @ 6 " O C 2 F I E L D 3 S H E A R W A L L 10 d @ 1 2 " O C (2 ) 1 0 d @ 6 " O C 1 3 2 UN B L O C K E D D I A P H R A M PE R I M E T E R B L O C K I N G OR W A L L B E L O W EN D P O S T SE E S C H E D HO L D O W N w / A N C H O R RO D A N D F A S T E N E R HO L D O W N w / A N C H O R RO D A N D B O L T SI L L P L A T E EN D P O S T SE E S C H E D EN D P O S T SE E S C H E D CO R N E R w / N A I L S O R S D S S C R E W S T O H O L D O W N CO R N E R w / B O L T S T O H O L D O W N 4' - 0 " M A X AB S P A C I N G 1' - 0 " M A X F R O M EN D O F W A L L 8d @ 6 " A R O U N D PE R I M E T E R O F P A N E L FO U N D A T I O N NO T E S : 1. T H I S D E T A I L F O R N O N S H E A R W A L L S . 2. S E E S H E A R W A L L S C H E D U L E F O R S H E A R W A L L ( S W ) C O N S TR U C T I O N . TO P P L A T E O R B L O C K I N G @ PA N E L E D G E T Y P I C A L @ A L L PA N E L E D G E S 8d @ 1 2 " O C I N F I E L D OF P A N E L 2' - 0 1 / 8 " RO O F S H E A T H I N G -S E E P L A N SH E A T H I N G A C R O S S F A C E OF A L L 2 x 4 S T U D S 2x 4 T & B P L A T E 2x 4 S T U D S @ 1 6 " O C SH E A T H I N G 2x C A N T S T R I P PR O V I D E W O O D C H O R D ME M B E R S A T B E A R I N G PO I N T ; E A F A C E . FA S T E N w / ( 2 ) 1 2 d NA I L S E A E N D RO O F T R U S S / F R A M I N G SE E P L A N 12 SH E A T H I N G BL O C K I N G B E T W E E N EV E R Y O T H E R OU T L O O K E R 2x 6 O U T L O O K E R S @ 2 ' - 0 " O C SI M P S O N A3 4 , T Y P HO L D D O W N TR U S S @ G A B L E EN D TR U S S E S 4x 2 B L O C K I N G A T P A N E L T & G J O I N T S w / SI M P S O N Z 2 S U P P O R T C L I P S 10 d N A I L S E A C H S I D E O F P A N E L J O I N T IN T O B L O C K I N G @ 4 " O C U N O I N SC H E D U L E S FL O O R T R U S S ( T Y P ) v1 SC H E D U L E D A N C H O R EP O X I E D I N T O E X W A L L BE L O W , S E E S C H E D U L E F O R EM B E D M E N T I N T O W A L L HO L D D O W N , S E E P L A N A N D S C H E D U L E SH E A R W A L L E N D P O S T , S E E P L A N A N D S C H E D U L E SE E S H E A R W A L L S C H E D U L E FO R F A S T E N E R S A T BO U N D A R Y C O N D I T I O N S SH E A R W A L L E N D P O S T C O N T I N U O U S TO R O O F , S E E P L A N A N D S C H E D U L E SE E S H E A R W A L L S C H E D U L E FO R F A S T E N E R S A T BO U N D A R Y C O N D I T I O N S SE E 9 / S4 0 4 SSROCPROFE.AIGNNIOLAERERSASTATE OF860325 NNIDNo.AENIRMIEDEGNTSEYMOCDEc1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers317-580-0402 www.mccomaseng.comMcCOMASENGINEERING MEI 15319Sheet 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 15319KEY PLAN Bldg 5 SCALE: NTSBy:Developer:Project:PLAN NORTH TYPICAL SECTIONS &DETAILS S404Pedcor Square Building 5 357 CITY CENTER DRIVE Carmel, IN, 46032 Project Status KLSJRH12/18/1512/18/15SCALE:S404 3/4" = 1'-0"1COLUMN BASE DETAIL SCALE:S404 1 1/2" = 1'-0"2TYP SEAT BRG FOR BEAMS SCALE:S404 3/4" = 1'-0"3BUILT-UP PSL BEAMS SCALE:S404 1" = 1'-0"4TYP NAILER TO STL BM DETAIL SC A L E : S404 3 / 4 " = 1 ' - 0 " 5 TY P I C A L B E A M B E A R I N G SC A L E : S404 3 / 4 " = 1 ' - 0 " 6 TY P D O U B L E T O P P L A T E S P L I C E SC A L E : S404 3 / 4 " = 1 ' - 0 " 7 TY P I C A L B U I L T U P M E M B E R S SC A L E : S404 3 / 4 " = 1 ' - 0 " 8 RO O F / F L R N A I L I N G P A T T E R N SC A L E : S4 0 4 1 1 / 2 " = 1 ' - 0 " 9 SI L L P L A T E D E T A I L @ H O L D O W N SC A L E : S4 0 4 3 / 4 " = 1 ' - 0 " 10 TY P I C A L P L Y W O O D S H E A R W A L L SC A L E : S4 0 4 3 / 4 " = 1 ' - 0 " 11 TY P S T U D W A L L @ R O O F OV E R B U I L D SC A L E : S4 0 4 3 / 4 " = 1 ' - 0 " 12 TY P S E C T I O N A T O U T L O O K E R SC A L E : S4 0 4 3 / 4 " = 1 ' - 0 " 13 BL O C K E D F L O O R D I A P H R A G M SC A L E : S4 0 4 3 / 4 " = 1 ' - 0 " 14 TY P S H E A R W A L L H O L D - D O W N No.DateDescription