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HomeMy WebLinkAboutA108 - A401 - Wall Sections10'-0" MIN TRUSS BR'G AND B/ HSS HSS TUBE CANTILEVER, PAINTED 8'-0" MIN 2x8 BLOCKING BETWEEN TRUSSES - SEE SHEAR WALL DIAGRAMS MFGR'D STONE VENEER R-21 BATT INSUL. AT EXT. WALLS, TYPICAL 3'-0" SILL R.O. SEALANT-FULL PERIMETER 0'-0" T/ SLAB CURB PER CIVIL 7'-2 1/2" HEAD R.O. VERIFY w/ WINDOW MFGR HEADER AS PER FR'G PLAN THERMAL BREAK ALUM. WINDOW FRAME CT ON HEAD AND JAMB 2x6 WD STUDS @ 16" O.C.BELOW 10'-0" AFF @ INFILL BTWN GIRDER TRUSSES & AT ENDWALLS SEE SHEET A103 FOR FINISHES AT WINDOW TYPES D & E RETURN TILE FROM WALL ONTO SILL. USE TRANSITION TRIM PIECES PER G6 / A103 SEE SHEET A103 FOR FINISHES ±7"CURVED GALVANIZED HSS TUBES PER FRAMING PLAN DRIP FLASHING @ END ROOFING PANEL BY MFGR PROVIDE BERRIDGE CURVED ANGLE FRAMING AT END OF B-DECK CURVED FASCIA w/ DRIP EDGE TO MATCH ROOFING PANEL THIN BRICK TO FIT CURVE OF DECK; SEAL HSS CURVED TUBE , GALVANIZED STAINLESS STEEL COUNTERFLASHING ;CUT TO MATCH RADIUS OF CANOPY E1S401PROVIDE END PLATE ON TUBE w/ FULL PERIMETER WELD; TYP. T/ TRUSS VARIES VERIFY w/ MFGR 2x4 FRAMING FOR GYP BD CEILING HEADER PER FRAMING PLAN R-21 BATT. INSUL. WRAP UNDER CANOPY & EXTEND TO WALL THERMAL BREAK DOOR FRAME NATURAL COLOR w/ 1" INSULATED CLEAR GLASS 0'-0" T/ SLAB BTM CHORD BEARING TRUSS w/ EXTENSION, AS PER MFGR. NOTE: TRUSS MANUFACTURER TO SUBMIT TRUSS DESIGN DRAWINGS AND CALCULATIONS TO PROJECT ARCHITECT FOR APPROVAL PRIOR TO FABRICATION AND DELIVERY.EXTEND FLASHING BEHINDFINISH MIN 8" HIGHB5 S101 R-21 BATT. INSUL. w/ VAPOR BARRIER OVER. INSTALL VAPOR BARRIER AND RIGID, CONT. INSULATION OVER UP TO CANOPY DECK..E3S40110'-0" TRUSS BR'G AND B/HSS±7"6'-0" BERRIDGE CURVED TEE-PANEL CUT AND INSTALL PER MFGR INSTRUCTIONS SEE H1/A401 SIMILAR CURVED CANOPY INFORMATION SHEATHING PER SHEET S102, TYPICAL. ALL HORIZONTAL EDGES TO HAVE CONT. BLOCKING THIN BRICK 17'-10" T/ TRUSS UPRIGHT FRAMING ABOVE TRUSS EXTENSIONS4'-4" @ 23'-2" HI PARAPET23'-2" T/ BLOCKING @ MAIN ENTRY HI TOWER H8 A401 FRAMING ABOVE TRUSS UPRIGHTS AS NOTED IN H2/A401 23'-2" T/ BLOCKING @ DRIVE-THRU H8 A401 17'-10" TRUSS UPRIGHT FRAMING ABOVE TRUSS UPRIGHTS AS NOTED IN H2/A401 3'-3" MINIMUMWHERE APPLICABLE, LAP VERTICAL TRUSSUPRIGHTS w/ 2x6 HI PARAPET FRM'G STUDS,CONT. TO TOP OF FRAMINGDBL TOP PLATE @ EXTENSION, TYPICAL INSTALL GYP BD WHERE INDICATED WHOLE LENGTH OF CANOPY FILL VOIDS BETWEEN TRUSS EXTENSIONS w/ R-21 BATTS WHERE MEMBERS PROTRUDE THROUGH WALL FRAMING FOR CANOPY STRUCTURE, INSTALL GYP BD TO ROOF DECK, TYPICAL 5/8" DRYWALL RETURN; SEAL FULL PERIMETER 10'-0" TRUSS BEARING 7'-4" HEAD R.O. TREATED 2 x 4 SILL PLATE ON SILL SEAL w/ CONT. 3"x3" GALVANIZED ANGLE @ BTM @ PIER FR'G THERMAL BREAK ALUM. WINDOW FRAME PER WINDOW TYPES 2x6 TRUSS EXTENSION TO BE INTEGRAL PART OF ROOF TRUSS AS PER MFGR INSTALL JAMB & HEAD FLASHINGS AT ALL WINDOWS; SEAL G1 A101 WINDOW TYPES G5 A401 TYPICAL STONE ATTACHMENT TREATED 2 x 6 SILL PLATE ON SILL SEAL, TYPICAL CLIP PER SHEET S102 5/8" GYP BD INSTALL UP TO TRUSS BEARING. PIER BEYOND MFGR'D STONE VENEER ON PIER 0'-0" T/ SLAB 2" EIFS, TYPICAL (THICKER @ PROFILE) 0'-0" T/ SLAB 3'-2" T/ SILL TYPICAL U.N.O. MFGR'D STONE VENEER PER DETAIL ROOFING SYSTEM w/ FLASHING AS REQ'D 1/2" EXTEND WINDOW BASE FLASHING OUT OVER SILL; SEAL BELOW SET FACE OF WINDOW FRAME 1/2" BEYOND FACE OF EXTERIOR SHEATHING DRIP EDGE @ BTM OF EIFS w/ FLASHING PER MFGR, TYPICAL B3 A401 R-21 BATT INSUL. AT EXT. WALLS, TYPICAL 1" CONTINUOUS R-5 RIGID INSULATION OVER INSIDE FACE OF STUDS, TYPICAL. SEE SHEET A101 FOR WALL SUBSTRATES & FIRE BLOCKING REQ'MTS APA RATED OSB OR CDX PLYWD SHEATHING, THICKNESS PER S102, TYPICAL. ALL HORIZONTAL EDGES TO HAVE CONT. BLOCKINGH1 A101 2x4 STUDS @ 16" O.C., TYP @ PIER FR'G 3" TYPICAL MFGR'D STONE SILL AND SUPPORT2 1/2"2"x2"x1"x1/8" THICK ANGLES @ 16" O.C. 10# SCREW w/ 2" PENETRATION MIN. 2x6 STUDS @ 16" O.C., TYPICAL U.N.O. 2x6 STUDS @ 16" O.C., TYP @ EXT. WALLS U.N.O. MIN R-11, FSK-FACED BATT INSUL., OVER VAPOR BARRIER, TAPED TO TRUSS MEMBERS & GYP. BD., TYPICAL. 5 F8 A401 C8 A40118'-10" T/ BLK'G TYPICAL PIER 17'-10" T/ TRUSS UPRIGHT INSTALL CLIP @ TOP & BTM OF EACH PIER EDGE STUD; NAIL INTO BLOCKING BTWN WALL FRAMING STUDS D8 A401 SCONCE LIGHT FIXT. PER ELECTRICAL; PROVIDE BLOCKING 17'-10" T/ TRUSS UPRIGHT 5/8" GYP BD OVER VAPOR RETARDER OVER CONT. INSUL. 5/8" GYP BD OVER VAPOR RETARDER OVER CONTINUOUS INSULATION VAPOR BARRIER TO STOP AT TRANSITION TO FSK BATTS 16'-8" SILL BEARING ±5 3/4"BRAKE METAL TRIM w/ DRIP @ BTM OVER FASCIA BLOCKING FACE & BTM EDGES 2 12 CONTINUOUS, TYPICAL CONTINUOUS, FASCIA BLOCKING, SIZES AS SHOWN. AT ALL TALL PIERS PROVIDE ADDITIONAL BLOCKING PER H8/A401 WHERE LED ON ELEVATIONS7 1/4"LADDER FRAMING @ 24" O.C. MAX - COORDINATE LOCATION w/ LIGHT FIXTURES IN FIELD 2 4 2 4 1 6 19/32", APA RATED EXTERIOR GRADE, CDX PLYWD OVER CENTER & END BLOCKING. CHAMFER EDGES OF BLOCKING AS REQ'D TO PROVIDE PITCH 2-PIECE PRE-FAB. METAL ROOF EDGE & CONT. CLEAT BASE - TYP. 2 6 6 10d NAILS @ 12" O.C. INTO LADDER BLOCKING PIER FRAMING & CLIP PER H1 / A101 BUILT-UP / CHAMFERED BLOCKING AS SHOWN FOR PITCH AT TOP OF WALL 3 1/2"BTM OF EIFS BAND BEYOND G1 A101 PER WALL SECT T/ BLOCKING 1'-2 1/2"1/2"4" THICK DECORATIVE E.I.F.S. BRACKET FASTENED INTO SOLID BLOCKING - TYP SEE CEILING PLAN BACKER ROD AND SEALANT 1'-0" TYPICAL MFGR'D STONE SILL PER H4 / A401 EXTEND FLASHING8" MIN ABOVE T/ WALLMORTAR BED w/ DEPTH PER MFGR'S INSTRUCTIONS CONCEALED FLASHING & DRIP EDGE @ WALL BASE GALVANIZED SELF-FURRING LATH OVER DBL W.R.B., ANCHORED INTO STUDS w/ MIN 1" PENETRATION BEHIND MASONRY, INSTALL TWO LAYERS WEATHER RESISTIVE BARRIER (W.R.B.) OVER AIR INFILTRATION BARRIER & SHEATHING 6 1/4" VENTED SOFFIT PANELS LIGHT FIXTURE SPACED PER CEILING PLAN EXTEND SHEATHING TO TOP OF EAVE FRAMING BACKER ROD AND SEALANT TYPICAL TRUSS UPRIGHT 1'-0 1/2" TYP. FOR ALL 2 4 DOUBLE TOP PLATE, CONTINUOUS. TYPICAL WHERE INDICATED ON FRAMING PLAN, REPLACE TOP PLATE w/ LVL PARAPET STIFFENER. SCREW CORNICE FRAMING THRU TOP PLATES w/ (2) SDWC15600 SCREWS @ EACH OUTLOOKER TYPICAL ROOF EDGE & FASCIA TYPICAL T/ WALL LADDER BLOCKING PER C8 / A401 17'-10" TRUSS UPRIGHT 2 6 TRIM BAND BLK'G / SHEATHING, & FASTENING SIM. TO H8 / A401 UPRIGHT BLOCKING NAILED TO TRUSS UPRIGHT AS PER H8/ A401, TYP. 2'-0 1/2" LADDER BLOCKING, TYP. FOR ALL U.N.O. WRAP MEMBRANE UP AND OVER TOP OF WALL; FASTEN UNDER CONT. CLEAT. TYP. H2.5T STRAPS @ 48" 0.C. AT LVL's9"EIFS INSULATION BOARD STONE VENEER AND MORTAR BED PER G5 / A401 @ SHEATHING DBL LAYER W.R.B. TO EXTEND ABOVE STONE AS SHOWN. SILL WHERE SHOWN ON ELEVATIONS BASE FLASHING TO BE INSTALLED BEHIND AIR BARRIER LAP @ TOP OF STONE / SILL. WHERE SILL IS NOT PRESENT, PROVIDE DRIP EDGE. TYPICAL. FASTEN EIFS SYSTEM DRAINAGE TRACK TO SHEATHING OVER AIR BARRIER LAP & BASE FLASHING. WALL SHEATHING FINISH COAT OVER BASE COAT & REINF. MESH SEALANT BED UNDER FLASHING @ SILL. AIR INFILTRATION BARRIER, FULL HEIGHT OF WALL. LAP AIR INFILTRATION BARRIER OVER TOP EDGES OF W.R.B. & BASE FLASHING. AIR BARRIER MUST BE INSTALLED FULL HEIGHT w/ UPPER SHEETS LAPPED OVER TOP EDGE OF LOWER SHEETS. PROVIDE MFGR'S MINIMUM REQ'D DISTANCE BTWN BTM OF THIN BRICK AND FLASHING SEALANT, TYPICAL WINDOW HEAD FLASHING w/ DRIP EDGE BEHIND MIN. ONE LAYER AIR BARRIER AND SHEATHING ALUMINUM WINDOW FRAMING & GLAZING3/4" HEADER PER FRAMING PLAN AIR INFILTRATION BARRIER, FULL HEIGHT. INSTALL (1) LAYER OF WRB IN TWO SECTIONS: STOP LOWER PORTION BEHIND SILL FLASHING. LAP BOTTOM OF UPPER PORTION OVER SILL FLASHING. BASE FLASHING @ TOP OF SILL 9" MINAIR INFILTRATION BARRIER, FULL HEIGHT. (2) LAYERS WEATHER RESISTANCE BARRIER TO EXTEND ABOVE STONE 1/2" THIN BRICK OVER SETTING BED PER G5/A401 WALL SHEATHING STOP WRB BEHIND SILL FLASHING. STONE VENEER AND MORTAR BED ±1'-0 1/2"OVERALL6" 2 6 2 2 6 6 2 4 BACKER ROD AND SEALANT PIER BEYOND 1'-0"EXTEND TRIM BAND STUD UP TO TOP OF LADDER BLOCKING; USE (4) 8d NAILS - COMMON. SPACE STUDS TO MATCH BLOCKING 8d NAIL, TP & BTM, TOE NAILED @ EACH STUD LOCATION INSTALL 1/2" SHEATHING CONT. OVER TRIM BAND BLOCKING. (2) 8d NAILS INTO EACH BLOCKING STUD 2'-0 1/2" LADDER BLOCKING @ DRIVE THRU, MAIN ENTRY & FRONT TOWERS 1'-5 1/2"TYPICAL ROOF EDGE TYPICAL T/ WALL CONSTRUCTION AND LADDER BLOCKING PER C8 / A401 WRAP SHEATHING & MEMBRANE PER D8 / A4-1 2 6 1 6 2 12 FASCIA TRIM SIM TO C8/A401 1'-2"FASCIA TRIM SIM TO C8/A401 NEW CULVER'S RESTAURANT431 E Carmel DriveCarmel, IN 46032County of HamiltonDate:Revision:5-25-2022OLLMANN ASSOCIATES ARCHITECTS, P.C.200 South State StreetBelvidere, Illinois 61008815-544-7790 Phone© 2022K&J INVESTMENTS XVI, LLC1448 Conner StreetNoblesville, IN 46060Bob Goins: bgoins@indyculvers.com317-770-4656OWNER:Culver Franchising System, Inc.1240 Water StreetPrairie du Sac, WI 53578608-643-7980®2020-159 © OAA All rights reserved; any copying, transmittal or disclosure subject to OAA written approval.WALL SECTIONS ANDDETAILSA401 PARAPET TOP SCALE : 1 1/2" = 1'-0" TOP OF PIER SCALE : 1 1/2" = 1'-0" WALL SECTION SCALE : 3/4" = 1'-0" WALL SECTION SCALE : 3/4" = 1'-0" SECTION @ PIER SCALE : 3/4" = 1'-0" WALL SECTION SCALE : 3/4" = 1'-0" NOTE: SECTIONS ABOVE INDICATE TYPICAL (NON-SHEAR WALL) FASTENING FOR WALL SHEATHING. SEE SHEAR WALL DIAGRAMS ON SHEET S102 FOR SHEATHING FASTENING AT SHEAR WALLS. MASONRY BACK-UP SCALE : 1 1/2" = 1'-0" HI PARAPET TOP SCALE : 1 1/2" = 1'-0" C8 D8 H8 G5 H3 H4H1 H2 NO SCALE B3 TRANSITION DETAIL DETAIL SCALE : 1 1/2" = 1'-0"F8 NO SCALEB6 TRANSITION DETAIL 01/13/23