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HomeMy WebLinkAboutS-605 - TYPICAL DETAILSVENEER,SEE MORTAR BED, ° BEND W/ACI STD. HOOK TYP. #5 BAR CONT. CONCRETE TOPPING )LLOW CORE, SEE PLAN MIN ERG. (TYP.) = WALL, SEE PLAN TYPICAL STONE DETAIL AT SILL LEVEL SCALE 1/2"=1'-0" WALLBOARD SHEATHING NAILED TO STUD, - SEE WALL SCHEDULE BRICK VENEER, SEE ARCH. BATT INSULATION, SEE ARCH.- 1 1/2" RIGID INSULATION V AIR GAP FLUID APPLIED WEATHER BAR[ WEEP HOLES @ 16" O.C. — THIN MORTAR BED BACKER ROD AND SEALANT - GAP TO ALLOW FOR VERTICAL MOVEMENT, SHRINKAGE BRICK TIE (WIRE ANCHORS) - AT 24" O.C. HORIZONTALLY AND 18" O.C. VERTICALLY RIM PCL SEE PLAN AND SCHED FOR SIZE AND REINF PLACE METAL LATH OR WIRE SCREEN OVER CELLS NOT TO BE FILLED WITH GROUT (SHEET METAL AND FELT PROHIBITED) TERM. VERT. WALL REINF. IN STD. 90° HKS. GROUT -FILLED CMU CELLS, PLACE — GROUT IN LIFTS NOT TO EXCEED 4 FEET; PUDDLE OR VIBRATE IN PLACE PREFAB. MIN. 9 GAGE GALV. HORIZ. "T" WALL INTERSECTION JOINT REINF. @ 16" REFER TO WALL SCHEDULE FOR SPECIFICATION ((DUR-O-WAL LADDER TYPE PREFAB TEE, OR SIMILAR) (EVERY OTHER COURSE)], VERT. REINF. IN GROUTED CELLS, SEE PLAN FOR SIZE AND SPACING, PROVIDE MATCHING FDN. DOWELS, LAP SPLICE 48 BAR DIA. CONCRETE MASONRY UNITS (CMU), COMPLYING WITH ASTM C-90, IN RUNNING BOND m , b/n'IYPLX sHLA l HINU NNILLU l Ual GYPSUM WALL BOARD SEE WALL SCHEDULE ZX BLOCKING BRICK VENEER, SEE ARCI WOOD STUD WALL, SEE PLAN 1 1/2" RIGID INSULATION- 6"X4"X1/4" BRICK LEDGE ANGLE WITH VAIR GAP (2)2X8 LEDGER W/3r4"DIA. THRU- FLUID APPLIED WEATHER BOLTS @24" O.C. BOTTOM PLATE TO WEEP HOLES @16" O.C. - TRUSS CONNECTION LIGHT GUAGE FLASHING W/(4)16d NAILS @ EACH TRUSS 'PE X GYPSUM BOARD WEB TRUSS, SEE PLAN TYPICAL BRICK DETAIL AT SILL LEVEL SCALE 1/2"=V-0" NOTE: PLEASE PROVIDE THE ANGLES AT EVERY FLOOR. BOND BEP SEE PLAN FACE SHELLS WITH TYPE M MORTAR; �.,+ PLACE MORTAR ON CROSS WEBS 3/ifi ADJACENT TO CELLS WHICH WILL ,++'+ PLATE 3(8" x 51/2 "LENGTH VP BE GROUTED TO PREVENT LEAKAGE W/SLOPE, SLOT 11/16"x21/2" HOLES ALONG STAIRWAY '^ CMU CELLS CONTAINING REINF. SHALL BE FILLED SOLIDLY WITH GROUT; VERT. CELLS SHALL PROVIDE A CONTINUOUS CAVITY, FREE OF MORTAR DROPPINGS, AND AT LEAST 2"x3"IN SIZE 112" PREMOLDED EXPANSION - JOINT MATERIAL SET FIRST COURSE IN FULL MORTAR BED CLEAN -OUT OPENINGS AT GROUT FILLED CELLS, REQUIRED IN WALLS OVER 4 FEET HIGH FOUNDATION, SEE PLAN AND SCHED. FOR SIZE AND REINF. TYPICAL REINFORCEMENT MASONARY WALL CONSTRUCTION SCALE 1/2"=1'-0" WOOD STUD WALL WEB TRUSS O. C. TYPICAL BLOCKING PANEL SCALE 1/2"=V-0" RIM JOIST MIN. 1 3/4" .JOIST REAI RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City NCamel ((�� �vmlUtlonrJnIX1�L DATE: 07/22/19 L RIM JOIST OPEN WEB TRUSS STUD WALL OPEN WEB TRUSS FOOTING TO BEAR ON UNDISTURBED OR CONTROLLED COMPACTED SOIL W BEAM d, HB3.56/24 TYPICAL OPEN WEB TRUSS TO WOOD BEAM CONNECTION SCALE 1/2"=V-0" BEARING PLATE. PLATE MUST BE FLUSH WITH INSIDE FACE OF STEEL BEAM. SIMPSON, HB3.56/24 STEEL BEAM TYPICAL OPEN WEB TRUSS TO STEEL BEAM CONNECTION SCALE 1/2"=V-0" LSTA STRAF BV SIMPSOK THIN MORTAR BRICK TIE (WIRE ANCHORS) AT 24" O.C. HORIZONTALLY AND 18"O.C. VERTICALLY 2X 5/8" TYPE X GYPSUM WALL BOARD INTERIOR OF ZX BLOCKING MULTIPLE STUD GROUP WOOD STUD WALL, SEE PLAN AT SHEAR WALL END BATT INSULATION, SEE ARCH. HOLDOWN, SEE PLAN 6"X4"X1/4"BRICK LEDGE ANGLE WITH A36 OR F1554 GR 36 (2) 2X8 LEDGER W/ 3/4" CIA. THRU- THREADED ROD, BOLTS @24"O.C. SEE HOLD DOWN SCHEDULE FOR SIZE HEADER, SEE PLAN 2"CONCRETE TOPPING OPENING, SEE PLAN TYPICAL BRICK DETAIL AT HEADER LEVEL SCALE 12"=V-0" NOTE: PLEASE PROVIDE THE ANGLES AT EVERY FLOOR. 1.5C22 METAL PAN W/ 2" LIGHT CONC. W/ 6X6-W2.9XW2.9 TOPPING C10X25- C10X25 W/3/4 OCARBON STEEL KW IK BOLT III W/ 6 1/2" EMBED. @16" O.C. r-518"O ADHESIVE ANCHORS LATE 1/4"x FLANGE WIDTH "GROUT 6 MIL VAPOR BARRIER CONCRETE STEM WALL #5 @12" O.0 VERTICAL #4 @12" O.0 HORIZONTAL .. _ FOOTING, SEE PLAN TYP. HEADER DETAIL (WITH 1 OR 2 JACK STUDS) SCALE 12"=V-0" HH HANGER BV SIMPSON TYP. HEADER DETAIL (NO JACK STUD) SCALE 12"=1'-0" 90" BEND W/ACI STD. HOOK TYP. C1 ID OF WALL AT SINGLE HOLDOWN ID OF WALL AT DOUBLE HOLDOWN JUBLE HOLDOWN WHERE INDICATED SILL PLATE THRU BOLT, SEE PLAN GROUT CORES SOLID AT HOEDOWN LOCATIONS DO NOT DRILL THRU WHECAST N WHEN INSTALLING BOLTS PRECAST PLANK BY PRECAST MFR PLATE 5/8"x6-x6- (TYP). TYPICAL SHEAR WALL HOLDOWN DETAIL AT PRECAST PLANK N.T.S. SECTION A SCALE 12"-1'-0" SED3 314"0 BOLTS. PROVIDE BOLTS PER STD. AISC CONNECTIONS ALSO SEE STEEL NOTES in L4X4X1/4 SECTION B SCALE 12"-1'-0" S-603 -1.5C22 METAL PAN W/ 2" LIGHT CONC. W/ 6X6-W2.9XW2.9 TOPPING W/3/40CARBON--'� N Ip �BONO BEAM, SEE PLAIN STEEL STEEL KWIK BOLT III 6 IKNII II IIN�� 1/2"EMBED.@16"O.C. CMU WALL, SEE PLAN TYP. STEEL STAIR DETAIL SCALE 1/2" = V-0" PREFAB.9 GAGE GALV. HORIZ. CORNER JOINT REINF. @ 16" (DUR-0 WAL LADDER TYPE PREFAB CORNER, OR SIMILAR) (EVERY OTHER COURSE) PREFAB. MIN.9 GAGE GALV. HORIZ. T"WALL INTERSECTION MINT REINF. @ IV. REFER TO WALL SCHEDULE FOR VERTICAL PIP SPECIFICATIONS (DUR-O-WALL LADDER TYPE PREFAB TEE. OR SIMILAR CUT HOLE IN (EVERY OTHER COURSE) TOP/BOTT. PL CORNER TYPICAL TEE WALL INTERSECTION SCALE 1/2"=V-0" PROVIDE I/8"SPACING OPEN WEB TRUSS, SEE AT PANEL EDGES FLOOR AND ROOF PLAN 4'XI PLYWOOD SHEATHING SEE WOOD DIAPHRAGM SHEATHING SCHEDULE IIIJ Btl RINGSHANK NAILS WITH 60SPACING AT PANEL EDGES AND 1/16" SPACE AT PANEL ENDS INTERIOR SEE, WOOD DIAPHRAGM SHEATHING SCHEDULE PLYWOOD NAILING DETAIL N.T.S. (1)MST48 ON I EDGE OF EAC TYP. WOOD WALL INTERSECTION DETAIL SCALE 1/2"=V-0" 2X SHEARWALL, SEE SCHEDULE RIM JOIST 2X TOP & BOTT. PLATE PIPE WILL BE CONCEALED IN HISS 51/2X 51/2X 1/4 (FOR 6" WALL) THROUGH FROM BOTT. PLATE TO TOP PLATE VEN I IGAL COO IN 2X TOP &BOTT. PLATE SHEARWALL CUT HOLE IN (1)MST48 ON EACH TOP/BOTT. PLATE (6" MAX) EDGE OF EACH PLATE PLAN DUCT WILL BE CONCEALED IN HSS 5 1/2X 5 1/2X 114 (FOR 6" WALL) NOTE: HSS TUBE TO BE INSTALLED THROUGH FROM BOTT. TIGHT AGAINST FRAMING PLATE TO TOP PLATE TYPICAL DUCT THROUGH SHEAR WALL SCALE 1/2"=V-0" AM BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4mm RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: .. G.1N S T S �•e" Fd��9c NO. 11 OZ 0]`96 S AT O ol✓ F I �S8 'ON B� AL ADAM GINSBURG, PE w.y Owner: 1� �I THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.22016 REVISION: MAY 2016 ISnSOUE DELTA UE DSATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY Ti CHECKED BY AJG PROJECT NO, 64-134-1705 SHEET NAME TYPICAL DETAILS DRAWINGS NO. S=605