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Home My WebLink AboutB13-0362 DRAWINGS Section: INTERIOR EXTERIOR "STONE VENEER ORTAR&JOINTING \ 1" MINIMUM MORTAR FILLED CAVITY 22 GA. CORRUGATED MTL. WALL TIES- FASTEN TO STUDS RAINAGE MAT TWO LAYERS#15 BUILDING PAPER SHEATHING WALL FRAMING-WOOD OR STEEL STUD THE DISTANCE FROM THE ORIZONTAL LEG TO THE FASTENER SHOULD BE Y2" MAX RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Exterior Stone Veneer Drain Mat Assembly Gallegos Building Solutions for Distinctive Projects Section: EXTERIOR r_SLOPE%4" PER FOOT MIN. TO DRAIN 1-Y°STONE PAVING REFER TO TCA F103-07 \ 1 y" MIN. SETTING BED DRAINAGE MAT - HOT APPLIED RUBBERIZED ASPHALT WATERPROOFING MEMBRANE TOPPING SLAB -SLOPE %" PER FT.- 1 %2" MIN.THICKNESS- REINFORCE AS NECESSARY FLOOR FRAMING DESIGN AND STRUCTURE BY ENGR/ARCH INTERIOR RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: alle os Exterior Stone Paving Thick Mortar Bed Assembly G Over Waterproofing Building Solutions for Distinctive Projects Section: INTERIOR EXTERIOR STONE VENEER t \ ORTAR&JOINTING 1" MINIMUM MORTAR 4i.\ FILLED CAVITY 22 GA. CORRUGATED MTL. WALL TIES- FASTEN TO =' \� STUDS TWO LAYERS#15 BUILDING PAPER SHEATHING Y. WALL FRAMING -WOOD OR STEEL STUD THE DISTANCE FROM THE _.1 ORIZONTAL LEG TO THE FASTENER SHOULD BE Y2" MAX RPT SCALE: 1 y"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Exterior Stone Veneer IRC Standard Assembly G alle ols Building Solutions _a for Distinctive Projects Section: Expansion Joint EJ171-07 Construction Joint EJ171A-07 Contraction Joint EJ171B-07 CERAMIC TILE CERAMIC TILE SEALANT DEPThi MORTAR BED BOND COAT I/2 WIDTH CONCRETE CONCRETE ROUNDED BACK-UP 5EALANT E BACK-UP 5EAAANT 4 BACK-UP WITN NO ND TO "5ACK-UP BOND COAT 5AW-CUT CONTR JOINT 5AW-CUT CONTROL JOINT COLD JOINT CONTROi I ED CRACK OR CONTROL JOINT Rev15ed 2007;OTCNA NT Re v5ed 2007;OTCNA Revised 2007;OTCNA Expansion Joint EJ171C-07 Isolation/Expansion Joint EJ171D-07 CERAMIC TILE CERAMIC TILE BOND COAT BOND COAT REINFORCED CONCRETE OR MA50NPY cMORTARG�BEpD FLEXIBLE 5EALANT WATERPROOF MEMBRANE CONCRETE OR WOOD r5EALANT TT .f BOND BREAKER TAPE Revised 2007;OTCNA BACK-UP 5TRUCTURAL JOINT RC,A5ed 2007;OTCNA I MOVEMENT JOINTS- Generic Movement Joint EJ171 F-07 P ER TICAL& HOR�ZO 07 CERAMIC TILE WALL BOND COAT FLEXIBLE SEALANT CONCRETE CERAMIC TILE SEALANT BOND COAT CONCRETE BOND 13PFAKEP TAPE BOND BREAKER TAPE Rev5ed 2007;OTCNA Reo5ed 2007;OTCNA RPT SCALE: NTS DRAWING NAME: DRAWING DESCRIPTION: Moverment Joint Drawing Joint Details Gallegos Building Solutions for Distinctive Projects I Section: STONE CAP-SLOPE TO DRAIN THRU WALL FLASHING \ \ \ \ \ \ \\ \ \ \ \ EXTEND DRIP EDGE FOR \ \\ \\ \ \\ \\ \ \\ \\ \ \ \ IBC COMPLIANCE) \\ \\ \ \ \ \ \ \ \ \ \\ \ 4 X Y4"SAW CUT DRIP GROOVE o \ \ \ ,:+` RAINAGE MAT WEATHER BARRIER STONE WITH MORTAR BACKING (1" MIN)AND JOINTS RPT SCALE: 1-12"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Site Wall Detail Gallegos ■■ Building Solutions for Distinctive Projects I Section: ACCESS WEEPHOLES FROM REMOVABLE DRAIN COVER DRILL ADDITIONAL WEEP HOLE PROTECT HOLES FROM MORTAR DEBRIS INTRUSION MULTI-LEVEL ROOF DRAT DRAIN MAT TERMINATE TIGHT TO DRAIN PERIMETER STONE PAVERS 1 y., MIN THICKNESS T w 1 X"MIN MORTAR BE WATERPROOF MEMBRANE WITH DRAIN MAT CONCRETE TOPPING SLAB, SLOPE TO DRAIN, REINFORCE PER STRUCT. ENGR. PLYWOO Y Y RPT SCALE: 3/a"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Gallegos Stone Paving Drain Waterproofing/Drain Assembly Building Solutions for Distinctive Projects I Section: STONE PAVING WITH 1 X" MIN MORTAR DRAIN MAT WITH SLOPE Ya" PER FOOT WEEP CHANNELS MIN.TO DRAIN ..w..n......r.uuvruux.r. uo.w.wr.er.r.uuaruux \ \ D \ v \ WATERPROOF MEMBRANE FLEXIBLE THRU WALL FLASHING- "` \ \ ACE IN WP MEMBRANE D CONCRETE TOPPING SLAB OR SLOPE TO DRAIN FRAMING \ WATERPROOF VERTICAL o WALL SURFACE a Dv \ \\ \ VERTICAL DRAIN MAT-TERMINATE AT THRU WALL FLASHING RPT SCALE: 1-12"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Gallegos Stone Paving/Veneer Waterproofing/Flashing Edge Termination Assembly Building Solutions For Distinctive Projects I Section: \ RAIN MAT k Y \ \ EXTEND WEATHER BARRIER TO BOTTOM OF -WALL CAVITY AND LAP OVER VERTICAL LEG -- v OF BASE FLASHING 4" MIN. �' \ WEEP HOLES ASE FLASHING-6" MIN. ON WALL XPANSION JOINT WITH SEALANT AND BACKER ROD �.k'. x STONE PAVING WITH 1 %2" i o' - -•.• ' MIN MORTAR BED EXTEND WATERPROOFING UP AND OVER CURB AND ONTO WALL WATERPROOF MEMBRANE WITH DRAIN MAT "CMU CURB-GROUT SOLID CONCRETE TOPPING SLAB-SLOPE TO DRAIN -MIN. 14/2"THICK RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Stone Veneer/Terrace Curb Waterproofing/Flashing Gallegos Assembly ■■ Building Solutions 1 for Distinctive Projects Section: WALL TIES 99 \ \ ORTAR CAVITY t, \ RAINAGE MAT \ WEATHER BARRIER-LAP OVER FLASHING LEXIBLE MEMBRANE FLASHING \ 5"STONE VENEER \\ WEEPS @ 24"O.C. \ \\ \ THRU -WALL FLASHING WITH DRIP INTEL ANGLE PER STRUCTURAL E & BACKER ROD (y" MIN) WINDOW/DOOR HEAD 5"STONE VENEER(BEYOND) RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Stone Veneer Header Window/Door Head Assembly Gallegos ■■ Building Solutions 1 for Distinctive Projects I Section: OOR/WINDOW JAMB SELF ADHERED FLASHING OVER FIN 4 MIN SLIP JOINT AILING FIN BACKER ROD AND SEALANT%4' MIN. RAIN MAT TERMINATE 3" MIN FROM STONE JAMB WEATHER BARRIER LAP OVER FLASHING ORTAR COLLAR CAVITY- 1" MIN. " STONE VENEER ORTAR JOINTS RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Stone Veneer Jamb Stone/Jamb Assembly Gallegos ■■ Building Solutions 1 for Distinctive Projects I Section: WINDOW ASSEMBLY WINDOW SUBSILL FLEXIBLE MEMBRANE FLASHING OVER WINDOW NAILING FINS SEALANT AND BACKER ROD Y4" MIN STONE SILL-SLOPE TO DRAIN t. THRU WALL FLASHING (EXTEND \ \ DRIP EDGE FOR IBC COMPLIANCE) \\ a"XY4"SAW CUT DRIP GROOVE \ \ RAINAGE MAT \ \\ \ WEATHER BARRIER STONE WITH MORTAR BACKING (1" MIN)AND JOINTS I \ RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Stone Veneer SIII Window SIII Assembly Gallegos ■■ Building Solutions for Distinctive Projects Section: INTERIOR EXTERIOR SHEATHING AS REQUIRED WEATHER BARRIER WITH DRAINAGE LAYER ATH I; ORTAR SCRATCH COAT ORTAR SETTING BED ORTAR JOINT THIN STONE VENEER AP PAPER OVER SCREED OUNDATION WEEP SCREED MIN.AT PAVING _ I I " MIN. AT GRADE o " . R lip u — — a, at SLOPE GRADE 2% MIN. . a RPT SCALE: 1-y"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Thin Stone Veneer Wall Base Gallegos ■■ Building Solutions 1 for Distinctive Projects 1 Section: INTERIOR EXTERIOR SHEET MEMBRANE WATERPROOFING- EXTEND MIN. 6"ABOVE T.O. CONC. BLDG. PAPER-OVERLAP BASE FLSHG.4" MIN. TERMINATE DRAIN MAT AT FLASHING >'>~ WEEP HOLES @ 2'O.C. FLEX. MASONRY BASE FLSHG. \ \ -3" MIN.ABOVE GRADE RIP EDGE IQ I \ \ 3" MIN. v Y \ \ ° \ I I MI o III —I e III RPT SCALE: 1-Y2"=1'-0" DRAWING NAME: DRAWING DESCRIPTION: Wall Stone Veneer Base Thru Wall Flashing Gallegos 4 =1- Building Solutions for Distinctive Projects I 8540 S. McDowell Rd. #7 Phone 480-580-9182 DwG: .SK.1 Mesa, AZ 85207 THOMAS K SMITH, PE Fax: ,180_380-9471 PROJ: Anderson Residence — Vail, Colorado DATE: .7/31/2013 I REV: . DATE: . SCALE: .6"=1'-0" I I s s I 6" 52" wood stud - Rubble stone varies 3 — 5" thick. PDO RECD ' V s�0 4,S K. �22shank 32 threads ,yj� 1 tn stn I PE-38728 o / N 8/2/2013 / I I 3/4" drain mat over plywood over 2 x 6 wood studs ® 16" 0. C. max. Continuous 8 x 5 x 3/16" steel bent plate. Fasten to each stud I I with (2) 3/8" x 6" long lag bolts as / / I shown. Drill 11/64"0 lead hole for threads and 7/16" hole for shank in III both wood and bent plate. I I II,I THIS DETAIL WILL SUPPORT 10 VERTICAL FEET OF STONE BOTTOM RELIEF DETAIL AT WOOD STUDS 8540 E. McDowell Rd. #7 Phone 480-380-3182 DWG: .SK•2 Mesa, AZ 85207 THOMAS K SMITH, PE Fax: 480-380-3471 PROJ: Anderson Residence — Vail, Colorado DATE: .7/31/2013 REV: . DATE: . SCALE: .6"=1'-0" Rubble stone varies 3 — 5" thick. b ° d. °. K. ° . • e V PE-38728 .1 / e .° ° e ° / d a °': e•: 8/2/2013 77 =47 e d e e 4° c / s d e° Continuous 'd ° . L 5 x 5 x 3/8. Fasten with 1/2" Hilti Kwik Bolt 3 A 19 ,. embedded min. 3 1/2" ® 16 a••a " a: °, O.C. Drill 9/16" hole in a ° angle for Kwik Bolt 3. A THIS DETAIL WILL SUPPORT 24 VERTICAL FEET OF STONE BOTTOM RELIEF DETAIL AT CONCRETE B540 B. McDowell Rd. #7 Phone 480-380-3182 DWG: .SK.3 I Mesa, AZ 85207 THOMAS K SMITH, PE Fax: 480-380-3471 PROJ: Anderson Residence — Vail, Colorado DATE: .7/31/2O13 R REV: . DATE: . " SCALE: .6 =1 —0 I I 6" 52" wood stud Rubble stone varies 3 — 5" thick. Q,PDO RECIS 122" shank 32" threads O < K. S gi PE-38728 v Ild 8/2/2013 3/4" drain mat over plywood over 2 x 6 wood studs ® 16" 0. C. max. / / I Cut rebate in stone above if necessary to allow min. 1/8" between bottom of angle and stone below. This joint should be a soft joint with backer rod and sealant so that load from stone v 77 7177 77 777771-77,111 F7 17, 7,A � � above is not transferred to stone below. Continuous 8 x 5 x 3/16" 1111 steel bent plate. Fasten to each stud with (2) 3/8" x 6" long lag bolts as I shown. Drill 11/64"0 lead hole for Ithreads and 7/16" hole for shank in both wood and bent plate. SK.4 THIS DETAIL WILL SUPPORT 10 VERTICAL FEET OF STONE SK.S INTERMEDIATE RELIEF DETAIL AT WOOD STUDS