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HomeMy WebLinkAbout28-Carmel IN-A6.5-A6.5CENTERLINE OF STONE FACADE EXTEND ROOFING OVER TOP OF = STUD WALL 1/2' APA RATED WALL SHEATHING W/ (2) COATS STO-GOLD- REFER TO STRUCK. PLANS AND NOTES FOR NAILING REQ'S. 2 o � o METAL LATH (ATTACHED TO WALL SHEATHING PER STONE MFGR. SPECS.) STONECONTINENTAL CAST STONE, OVER 15b FELT - 2" TH., SPLIT FACE - Si. MORTAR SETTING BED & 7� THOMAS TAN MORTAR SCRATCH COAT S-8 1AH 7 (PER STONE MFGR. SPECS.) 4'-4" 1/2' APA RATED WALL SHEATHING W/ (2) COATS STO-GUARD & (2) COATS STO BASE COAT W/ EMBEDDED STO MESH - REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS CONTINENTAL CAST STONE, 4" TH., SPLIT FACE - ST THOMAS TAN EXPANSION JOINT O CORNER DTL. AT UPPER PARAPET 3/L - TO WALL SHEATHING PER STONE MFGR. SPECS.) OVER 15g FELT - MORTAR SETTING BED & — MORTAR SCRATCH COAT (PER STONE MFGR. SPECS.) 1/2" APA RATED WALL SHEATHING W/ (2) COAT STOi 20 ME THICK- REFER TO STR_CI- PLANS AND NOTES FOR NAIUNG REQUIREMENTS 2` T 31-5 9/16" METAL LATH (ATTACHED TO WALL SHEATHING PER STONE MFGR, SPECS.) OVER 15# FELT - MORTAR SETTING BED & MORTAR SCRATCH COAT (PER BRICK MFGR. SPECS.) INTEBRICK 2 ATE BRICK MOUNTAIN RED - THINTHIN BRICK EXPANSION JOINT CONTINENTAL CAST STONE, 2" TH, SMOOTH FACE - ST. THOMAS TAN 6'-6 3/cEp RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: \ 04/03/19 CONTINENTAL CAST STONE, 4" TH., SPLIT FACE - ST THOMAS TAN 0 1/2" APA RATED WALL SHEATHING W/ (2) COATS STO-GUARD & (2) COATS STO BASE COAT W/ EMBEDDED STO MESH - REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS EXPANSION JOINT 7 L. AT UPPER PARAPET 1/2" APA PLYWD. SHEATHING REFER TO PUNS AND NOTES FOR NAILING REQUIRE INTERSTATE BRICK (MOUNTAIN RED) - W/ STO GOLD COAT (2 LAYERs) ADJ, DES AT 24" O.C. HORIZ. AND 16" - 10 MILL WET MIN. O.C. VERT. COVERAGE - PERMEABLE - APPLY OVER ENTIRE BLDG- 2X STUDS AT 16" O.C. BRICK -I INTERSTATE BRICK WALL FACE MAX. REFER TO STRUCTL. (MOUNTAIN RED) - W/ ADJ. PLANS AND DETAILS TIES AT 24" O.C. HORIZ. AND I LAYER 15,# FELT ATTACH EMBED MINIMUM 4" 16" O.C. VERT. ) WIDE DETAIL TO WALL PER STONE MESH I MFGR. SPECS. MESH N COLD FILL MFGR AT ALL SHEATHING JOINTS HOLE DRILLED IN BRICK R-19 PAPER FACED AND NEED WITH ACRYLIC BUILDING INSULATION SUPPORT PER SIGN / AWNING MFGRS. SPECS. CAULK 5/8" GYP. BOARD 2X BLOCKING PER SIGN / FINISH PER PLAN AND AWNING MFGR. SPECS. SCHEDULE BOLT PER SIGN / AWNING MFGRS. SPECS. 1/2' O.S.B. WALL SHEATHING REFER TO NOTE_ CAULK AROUND ALL BRICK STRUCTL. PUNS AND PENETRATIONS BEFORE SIGNS OR NOTES FOR NAILING 2"M I`.. AWNING STRUCTURE IS ATTACHED TO REQUIREMENTS AIR WALL SPAC_ in FLASHING. DTL. AT PENETRATIONS 1 1/2" - V-0" STEP 1: WRAP INSIDE CORNERS WITH STO GOLD HI. AND EMBED 2° (50MM) WIDE STRIP OF DETAIL MESH LAPPING ONTO FACE OF WALL STEP 2: WRAP SILL WITH SO GOLD FILL AND 9" (230MM) WIDE DETAIL MESH RETURNING UP THE JAMBS A MINIMUM OF 4° (100MM) EMBED MINIMUM 4'(100MM) WIDE DETAIL MESH IN STO GOLD FILL AT ALL SHEATHING JOINTS STEP 3: WRAP JAMBS WITH MINIMUM 9"(230MM) WIDE DETAIL MESH EMBEDED IN STO GOLD FILL, LAPPING MINIMUM 2.5°(64MM) OVER EXTENSION FROM SILL, THEN WRAP HEAD STEP 4: COAT THE ENTIRE SURFACE OF THE WALL AND INTO ROUGH OPENING WITH STO GOLD COAT O FLASHING DTL. AT ROUGH OPNGH 1 1/2' - 1'-0" AIR SF/ SUBSTRATE STO GOLD COAT STO GOLD FILL WITH STO MESH DETAIL BRICK-1 INTERSTATE BRICK (MOUNTAIN RED) - W/ ALL TIES AT 24" O.C. Ell AND 16" O.C. VERT. WITH BACKER ROD O3 FLASHING DTL. AT PIPE PENETRATIONS 1 1/2" - 1'-0" CONTINENTAL CAST STONE - BASIN FACE 20 GA. PRE- FINISHED ALUM. COLOR TO MATCH INDIANA LIMESTONE, ESTATE VENEER SERIES, SILL STOCK, ROCK FACE - BUFF STO COLD COAT (2 LAYERS) 10 MILL WET MIN. COVERAGE (PERMEABLE) APPLY OVER NEW CONST. WALL FACE STONE-1 CONTINENTAL CAST STONE, 4' 1 LAYER 15# FELT ATTACHED -� TH, SMOOTH FACE - ST. TO FACE OF SHEATHING THOMAS TAN O FLASHING DETAIL AT BAND 1 1/2•' - 1'-O'• 2X6 STUDS AT 16" O.C. MAX. REFER TO STRUCTL PLANS AND DETAILS EMBED MINIMUM 4"(100MM) WIDE DETAIL MESH - IN STO GOLD FILL AT ALL SHEATHING JOINTS DUPONT, CONTINUOUS, 40 MIL, FLEXIBLE THRU-WALL FLASHING MEMBRANE AS MANUF. BY DUPONT THRU-WALL FLASHING TO EXTEND 6' (MIN.) ABOVE TOP OF MORTAR NET. FLOOR THE REFER TO PLAN AND SCHOOL FOR TILE DETAILS R-19 PAPER FACED BUILDING INSULATION 5/5" GYP. BOARD OR AT CANT_ BOOTH LOCATION PROVIDE TREATED OR LATEX SEALED PLYWOOD EYE. TO 4'-O° A.F.F. FINISH PER PLAN AND SCHEDULE STO GOLD COAT (2 LAYERS) 10 MILL WET MIN. COVERAGE - PERMEABLE - APPLY OVER NEW CONST. WALL FACE 1/2° APA PLYWD. SHEATHING REFER TO STENCIL. PLANS AND NOTES FOR NAILING REQUIREMENTS 1 LAYER 15# FELT ATTACHED TO FACE OF SHEATHING CONTINENTAL CAST STONE, 4" TH., SMOOTH FACE - ST. THOMAS TAN MORTAR NET BRAND, MORTAR COLLECTION SYSTEM INSTALLED PER MANUF. INSTRUCTIONS APPLY CONT. SILICONE SEALANT EYE. AT WALL PERIMETER BEFORE TILE 3/8" X 2 1/2" X 3 3/8" RASE IS APPLIED QUADRO VENT HONEYCOMB WEEP -.1/2• 1'• (BY HOHMANN & BARNARD. INC.) Z�4• 0 16" O.C., HORIZ. - COLOR TO CLOSELY UNDERT ALL QUARRY TILE MATCH GROUT COLOR INSTALL A CONTINUOUS LATICRETE #9235 WATER- 5 � 5. a 4' 1/2" FIBER EXPANSION MATERIAL. PROOF MEMBRANE a • 4 a° CAP W/ SELF LEVELING JOINT SEALING GONG. FLOOR SLAB REFER TO $" Zj2 COMPOUND STRUCTL. PLANS & DTLS. a COAT. 6nWSTYRO- , .� B SEA R FOAM SUB a GROUT FULL BEHIND FACE BRICK BELOW CONTINUOUS �6" THRU WALL FLASHING. / E "• A. ^. TREATED 2X BOTTOM PLATTION SLOPE TOP OF GROUT 45' FOR DRAINAGE. 2° THICK PERIMETER INSULA- REFER TO MFMBP CONT 9" W1DE SUBSEAL-40 SELF BUILDING WALL SECTIONS ADHERING WATERPROOFING (OR EQUAL) TYP. AT CONC. FOUNDATION REFER TO PERIMETER OF TURN. STENCIL. PLANS AND DETAILS © FLASHING DETAIL AT STONE BASE 1 1/2" - 1'-0" WRAP JAMBS WITH MINIMUM 2X6 STUD JAMB MAX. REFER TO STRUCTL PLANS 9°(230MM) WIDE DETAIL MESH AND DETAILS EMBEDED IN STO GOLD FILL, STO GOLD COAT (2 LAYERS) 10 MILL LAPPING MINIMUM 2.5°(64MM) OVER WET MIN. COVERAGE - PERMEABLE - EXTENSION FROM SILL, THEN WRAP APPLY OVER NEW CONST WALL FACE HEAD SEE DTL. 2,06.5 STO GOLD COAT (I LAYER) - 10 MILL 1/2 APA PLYING. SHEATHING REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS WET MIN. COVERAGE - PERMEABLE - Al APPLY OVER ENTIRE ROUGH OPENING � �MA, ALR 1 LAYER 15# FELT ATTACHED TO FACE OUTSIDE FACE OF STUD q0F OF SHEATHING BACKER ROD & GONE SEALANT EMBED MINIMUM 4"EO0MM) WIDE DETAIL TYP. AT WOW. PERIMETER 1 MESH IN STO GOLD FILL AT ALL SHEATHING JOINTS RETURN GYP. BOARD AT JAMB LOCATIONS AND FINISH PER STO GOLD COAT (2 LAYERS) 10 MILL PLANS AND SCHEDULE WET MIN. COVERAGE - PERMEABLE - SHIM WDW. AS REQUIRED APPLY OVER NEW CONST. WALL FACE BACKER ROD & CONT. SEALANT EYE. AT WDW. PERIMETER - STO GOLD COAT (1 LAYER) - 10 MILL COLOR TO MATCH GROUT WET MIN. COVERAGE - PERMEABLE - APPLY OVER ENTIRE ROUGH OPENING DARK BRONZE ALUM. STOREFRONT FRAMES all THERMAL BREAK & P WRAP SILL WITH STO GOLD FILL & 9° INSUL LOW "E" GLAZING (230MM) WIDE DETAIL MESH RETURNING UP HE JAMBS A MINIMUM OF 4" SEE DTL. IM 5 40 FLASHING DETAIL AT BRICK WDW. JAMB OUTSIDE FACE OF STUD DARK BRONZE ALUM. STOREFRONT FRAMES w/ THERMAL BREAK & 1° INSUL. LOW "E" GLAZING 20 GA. PRE -FINISHED ALUM. CONE. SUB SILL AT WDW. SILL - LAP JOINTS MIN. 2"- COLOR TO MATCH EIFS. ABOVE SET IN WATER RESISTANT SEALANT 1 /2.7 VERIFY �,I 4 1/ WARP CONCRETE AT WDW. TO A ELEV. OF 1/4" BELOW FINISHED FLOOR -REFER TO CIVIL Di BACKER ROD & CONT. PROVIDE WATERPROOF - SILICONE SEALANT AT L,. SEALANT EYE. AT WDW. ° LOCATION WHERE STEEL DOWEL. PENETRATES MIT. PERIMETER a. FLASHING CONC. FLOOR SLAB REFER $ 4 $4 STEEL DOWELS AT 24° O.C. DRILLED AND DR S1RUCll. PLANS & " 4 �2, GROUTED INTO TURN. 4" MIN. EMBEDMENT TYP.:.T 2"T a ° EXT. SIDEWALK AND DOOR LOCATIONS 2" THICK PERIMETER INSULATION - REFER TO BUILDING WALL E FIBER EXPANSION MATERIAL CAP W/ SELF LEV SECTIONS LEVELING JOINT SEALING COMPOUND CONC. FOUNDATION REFER TO 20 GA, 8" WIDE PRE -FINISHED ALUM. FLASHING CONT STRUCTL. PLANS AND DETAILS AT EXTERIOR RUDE. ATTACH TO EXTERIOR WALL WITH 8d NAILS AT VC O.C. MAX., LAP JOINTS MIN. 2'-COLOR TO CONT. BEAD OF SILICONE SEALANT APPLIED MATCH EIFS. ABOVE TO CONCRETE FNDN. AT BASE OF FLASHING O7 FLASHING DETAIL AT SIDEWALK / PAVING 1 1/2" - 1'-0' FLOOR TILE REFER i0 PLAN AND SCHEDL FOR TILE DETAILS NOTE TO GO.: REFER TO DETAIL 2/A1 2 FOR WATERPROOF MEMBRANE NOTES BACKER ROD & COME SEALANT TYP. AT WDW. PERIMETER MFMBP CONT. 9" WHY SUBSEAL-40 SELF ADHERING WATERPROOFING (OR EQUAL) TYP. AT PERIMETER OF BEEN. 4 P a AH THE DESIGN ARD DETAILS DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF WINTER ARCHITECTS INC. AND SHALL NOT BE COPIED OR REPRODUCED IN WHOLE OR IN PART WITHOUT ITS PRIOR WRITTEN CONSENT. DAN WINTER, ARCHITECT N� 1� Q m Q C) Z a z LU N = w U C C LL z Q U U) If `��a�s"Q,pVfA0y0°®'�A �p\Sipq Y ytaA lie ? IN FO ' 'AH19 00 STA E p� 9='HI f e WINTER ARCHITECTS 1024 EAST FIRST STREET WICHITA, KS. 67214 PH. 316-267-7142 PROJECT ARCHITECT: RODGER BAKER FLASHING DETAILS 11/7/TE 2018 e]MI SHEET NO. A6.5