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Home My WebLink About5. TYPICAL SECTIONS AND DETAILS S402REINFORCING GROUT (2) CORES ES MASONRY OPENING 0 GABLE END WALL BEARING PLATE — SEE SCHEDULE — HOLD BBC PL BACK Y1'FROM FACE OF WALL + 1 EN is CL BEARING PLATE ONLY its BEAM UVJx4x%S CUP w/ (2) WxA4 EMBED EXP e BOLTS INTO CMU, (1) n Y4• BOLT IN HORIZ LSL TO BEAM — ONE END ONLY )f" EDGE OF PIL luii ° GROUTED C ill NO BEARING OR BRICK) (2) #5 x 32" IN 8" DEEP BOND BEAM (2) f.5 x 32" N GROUVERT INIF FULL IED COREHEI�T IN 8 DEEP ( ) SLIDING oxm BOND BEAM ELEVATION DO NOT WEIR BOTH ENDS TO EMBED PLATES SECTION EL 'ATIOy PROVIDE CLIP RESTRAINT AT ONE END A. BEAM PARALLEL TO MASONRY WALL NOTE: FILL ALL CORES WITH GROUT FULL I EN its 2 HEIGHT BELOW BEAM BEARING vicAm CL BEARING AND OR T SO1D TO WEB AT CL WALL UNRESTRAINED END r BEAM BEARING PLATE IS _ ----- ------ SCHEDULE — HOLD BRIG PL BACK )f' FROM FACE OF WALL CMU — WALL (2) #5 x 32" LONG IN BEARING PLATE —SE 8" DEEP BOND BEAM CMU SCHEDULE — HOLD WALL BACK S FROM FACT WALL SECTION PLAN B. BEAM PERPENDICULAR TO MASONRY WALL TYP BEAM BEARING ON NEW MASONRY SCALE: NOT TO SCALE 3'-0• BOND BEAM AT TOP WALL I 1 5 � STEEL LINTEL `V I PLATE BEARING (TTP) MASONRY OPENING I N R 8. MIN I N N R 8• DEEP BOND BEAM (OMIT ATIE DOOR OPENING) RTICAL ME ATCH ALL TNF VER CAL REINF TO MATCH WALL REINF a I i• Nam■ � MASONRY OPENING h n ■N�� N I IRS TYPICAL MASONRY WALL OPENING SCALE: NTS MAS-006 NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS INTERIOR OR EXTERIOR CMU WALL LOAD BEARING CMU 2. REINFORCING TO MATCH WALL REINFORCING GROUT CORE INDICATED ON PLANS FULL HEIGHT B" VERT WALL ♦.: REINF CMU WALL INTERIOR DilU BEARING WRE MESH WALL BE VERT WALL REINF A TYPICAL CORNER 8 TYPICAL INTERSECTION C TYPICAL JAMB TYPICAL MASONRY WALL REINFORCING Oa TOP BAR TENSION LAP ni"l,Y 19-OLi ' G NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL CORNER DETAIL TOP BAR TENSION LAP SEE SCHEOULL ca m i� g�w NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL TOP BAR TENSION LAP E SCHEDULf NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL INTERSECTION TOP BAR TOP BAR TENSION LAP TENSION LAP E SCHEDU E SCHEDU NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL 1-11 CORNER DETAIL INTERSECTION TYPICAL REINFORCED WALL DETAILS MAS-oio 5402 SCALE: NTS MAS-007 5402 SCALE: NTS FDN-026 PATTERN HELD 3% SUPPORT PATTERN PERIMETER SUF NOTES: I. ALL WELDS SHALL BE WO PUDDLE WELDS 2. USE (1) #10 TEK SCREW SIDELAP FASTENER PER SPAN. SUMP PIT, COORD SIZE AND DEPTH w/ ELEVATOR SEE PLAN FOR VERTICAL REINFORCING SUPPLIER SIZE AND SPACING LAP BARS 48 DIA AT SPLICES, EXTEND BARS 40 DIA INTO FOUNDATION WALL UNO ELEVATOR WALL BLOCK CORES w/ REINF STEEL TO BE FILLED WITH ELEVATOR SLAB E FULL HEIGHT O� OF W� O ISOMETRIC OF SUMP PIT COORD SUMP PIT, COORD SIZE ELEVATOR WALL AND DEPTH w/ ELEVATOR SUPPLIER SLAB +(SEE PLAN) S HORIZONTAL REINFORCING 0 RUBBER CONTROL JOINT — Qg EVERY 16" VERTICALLY SEE SPECIFICATIONS SEE PORTS (DISCONTINUOUS Al VERT ARCHITECTURAL DRAWINGS ELEVATOR SLAB 25 CONTROL JOINTS) FOR JOINT LOCATIONS TYPICAL METAL ROOF DECK FASTENER PATTERN SCALE: d4" - T'-O" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel �VT�ta�NDA� DATE: \ 09/06/19 CURRAN ARCHITECTURE 6925 EAST 96TH ST., SUITE 105 INDIANAPOLIS, IN 46250 O :: 317.288.0681 F :: 317. 288. 0753 ww� A"ce,meliMmm«Wi 317 vi MCCOMAS v,.l..,x. ra .m ENGINEERING Sh CN Ej6 rw_ss I 'Di Ali 0 GESTEq'c•��yp• ip p j No. 860325 v S STATEOF40 xxxxiTUlNoxP` THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HERSN ARE THEEXCLUSIVEINTELLEC UALPROPERTY OF CURRAN ARCHITECTURE, AND ARE NOT TO BE USED OR REPRODUCED, WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF CURRAN ARCHITECTURE. g carraeHr iol r. cuRRaH nRcwrecruRE SPECIFIED LIGHTING OFFICE RENOVATION 101 EAST CARMEL DRIVE CARMEL, IN 1 REINF TO MATCH PIT SLAB REINF SECTION A -A TYPICAL MASONRY WALL REINFORCING TYPICAL ELEVATOR SUMP PIT oe oz SCALE: NTS MAS-009 S40 SCALE: NITS CONC-004A $402 OPEN BLOCK CMU WALL OPEN BLOCK CMU WALL VERTICAL REINF ,(RUNNING BOND PATTERN) (RUNNING BOND PATTERN) PERMIT SET 07/10/2019 (CONE THRU VERT REINFORCING BOND BEAM) HORIZ REINFORCING CORE FILLED SOLID 24• CMU WALL WITH FINE GROUT ` r 14 x H7 08.0C II II i • , CMU WALL I CONCRETE MASONRY REGULAR OR pp• SEE SCHEDULE KNOCK -OUT BOND #4 x N0 800C BEAM UNITS VERT REINFORCING ALTERNATE LEG DIRECTION OF fx NOTE: HORIZ REINFORCING INTERSECTION BARS BOND BEAM REQUIRED 8'-0" 70053 MAXIMUM VERTICAL SPACING UNLESS NOTED OTHERWISE A TYPICAL CORNER B TYPICAL INTERSECTION TYPICAL SECTIONS AND DETAILS TYPICAL BOND BEAM n TYPICAL BOND BEAM CORNER BAR DETAILn SCALE: NTS MAS-011A 5402 SCALE: NTS S402