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Home My WebLink AboutAE3-003-WALL-SECTIONS,-DETAILS1 2 1/2" MAXDOOR COPE THRESHOLD AT FRAME FRAME CAST ABRASIVE ALUMINUM THRESHOLD 3 5/8" 1" 1/2" 5 1/2" 5/8"11 1/4"5/8" GYPSUM BOARD ON 2X6 WOOD STUDS AT 16" ON CENTER BATT INSULATION W/ VAPOR BARRIER CONTINUOUS SEALANT HOLLOW METAL FRAME METAL THRESHOLD AT FLOOR BELOW CONTINUOUS SEALANT 4" BRICK VENEER + AIR SPACE + AIR/MOISTURE BARRIER + 1/2" PLYWOOD SHEATHING3" 8 3/4"4 3/4"SEE SCHEDULE DO DOUBLE STUD FRAME ANCHORS AT 2'-0" OC SEALANT BOTH SIDES2"6 3/5".HM FRAME 4 3/4"SEESCHEDULEDO5/8" GYP BD ON WOOD STUDS - SEE FIRST FLOOR PLAN SEALANT BOTH SIDES 2"WOOD HEADER BEAM 6 3/4" . FINISH FLOOR 0' -0" 2' - 0"1' - 1 1/2"11' - 2 1/4" 12 5 5/8 ASPHALT SHINGLE ON 30LB ROOFING FELT ON 1/2" APA RATED SHEATHING W/ EDGE SUPPORT (24/16 RATED) ON PRE- ENGINEERED WOOD ROOF TRUSSES W/ RAISED HEEL INSULATION BAFFLE BLOWN-IN INSULATION 5/8" GYPSUM BOARD - PAINT SELF-ADHERED ROOF UNDERLAYMENT ( GRACE ICE & WATER SHIELD OR APPROVED EQUAL ) AT ALL EAVES & VALLEYS 36" PAST THE INTERIOR FACE OF THE EXTERIOR WALL PREFINISHED METAL DRIP EDGE PREFINISHED METAL GUTTER & DOWNSPOUTS ALUMINUM CLAD 2X8 WOOD FASCIA PREFINISHED ALUMINUM SOFFIT PANELS ON 2X4 WOOD FRAMING - SEE AE1- 300 FOR VENT LOCATIONS ALUMINUM CLAD 1X4 WOOD TRIM ALUMINUM CLAD 1X10 WOOD TRIM ON WOOD BLOCKING 4" BRICK VENEER + BRICK TIES AT 16" ON CENTER EACH WAY + AIR SPACE + AIR / MOISTURE BARRIER + 1/2" SHEATHING + 2X6 WOOD STUDS AT 16" ON CENTER + 5 1/2" BATT INSULATION + 5/8" GYPSUM BOARD 4" SPLIT FACE CMU VENEER - GROUT CMU SOLID BELOW FLOOR THRU-WALL FLASHING + DRAINAGE MAT + WEEPS AT 16" ON CENTER GROUT VOID SOLID BELOW FLOOR CONCRETE SLAB ON GRADE ON VAPOR BARRIER ON COMPACTED GRANULAR FILL CONCRETE FOUNDATION & FOOTING RIGID INSULATION (R-10 MINIMUM) - 24" EACH WAY CONTINUOUS CAST STONE SILL W/ SLOPED TOP7 5/8"35 COURSES 4" 1' - 4" NOTE: SEE STRUCTURAL FOR EXTERIOR FOUNDATION WALL BID OPTION 1 CONT AIR/MOISTURE BARRIER TYP2 1/4"2 7/8"6 5/8"WOOD HEADER FIXED WINDOW W/ SPANDREL GLASS AT INFANT 3 & VISION GLASS AT TODDLER ROOM 3 5/4" WOOD STOOL W/ BULLNOSE EDGE AT TODDLER ROOM 3 CAST STONE SILL W/ SLOPED TOP EXTEND GYPSUM BOARD OVER WINDOW AT INFANT 38"2' - 0" 8" 10 COURSES FINISH FLOOR 0' -0"1' - 1 1/2"2' - 0" 12 5 5/8 ASPHALT SHINGLES ON 30 LB ROOFING FELT ON 1/2" APA RATED SHEATHING W/ EDGE SUPPORT (24 / 16 RATING) ON PRE-ENGINEERED WOOD ROOF TRUSSES W/ RAISED HEEL BLOWN-IN INSULATION INSULATION BAFFLE SELF-ADHERED ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OR APPROVED EQUAL) AT ALL EAVES AND VALLEYS 36" PAST INTERIOR FACE OF EXTERIOR WALL PREFINISHED METAL DRIP EDGE PREFINISHED METAL GUTTER & DOWNSPOUTS ALUMINUM CLAD 2X8 WOOD FACSIA PREFINISHED ALUMINUM SOFFIT PANELS ON 2X4 WOOD FRAMING AT 16" ON CENTER - SEE AE1-300 FOR VENT LOCATIONS WOOD HEADER SOLID SURFACE W/ BULLNOSE EDGE CONTINUOUS SEALANT AT PERIMETER OF WINDOW BOTH SIDES CAST STONE SILL W/ SLOPED TOP THRU-WALL FLASHING (TO START AT TOP OF WOOD PLATES & EXTEND TO UNDERSIDE OF STONE SILL) W/ WEEPS AT 16" ON CENTER 4" SPLIT FACE CMU VENEER - GROUT CMU SOLID BELOW FLOOR LINE THRU-WALL FLASHING + DRAINAGE MAT + WEEPS AT 16" ON CENTER GROUT VOID SOLID BELOW FLOOR FINISH GRADE CONCRETE SLAB ON GRADE ON VAPOR BARRIER ON COMPACTED GRANULAR FILL CONCRETE FOUNDATION & FOOTING RIGID INSULATION (R-10 MINIMUM) - 24" EACH WAY4' - 6 1/4" 5' - 0" 4" 1' - 4" A NOTE: SEE STRUCTURAL FOR EXTERIOR FOUNDATION WALL BID OPTION 1 CONT AIR/MOSITURE BARRIER TYP FINISH FLOOR 0' -0" 12 6 3/8 2' - 0"3 1/2"7 1/4"3 3/8" 35 COURSES 4" 1' - 4" 1' - 3 1/4"TRUSS BEARING HT11' - 2 1/4"ASPHALT SHINGLES ON 30 LB ROOFING FELT ON 1/2" APA RATED SHEATHING W/ EDGE SUPPORT (24 / 16 RATING) ON PRE-ENGINEERED WOOD ROOF TRUSSES W/ RAISED HEEL BLOWN-IN INSULATION INSULATION BAFFLE SELF-ADHERED ROOFING UNDERLAYMENT (GRACE ICE & WATER SHIELD OR APPROVED EQUAL) AT ALL EAVES AND VALLEYS 36" PAST INTERIOR FACE OF EXTERIOR WALL PREFINISHED METAL DRIP EDGE PREFINISHED METAL GUTTER & DOWNSPOUTS ALUMINUM CLAD 2X8 WOOD FACSIA PREFINISHED ALUMINUM SOFFIT PANELS ON 2X4 WOOD FRAMING AT 16" ON CENTER - SEE AE1-300 FOR VENT LOCATIONS CAST STONE SILL W/ SLOPED TOP THRU-WALL FLASHING (TO START AT TOP OF WOOD PLATES & EXTEND TO UNDERSIDE OF STONE SILL) W/ WEEPS AT 16" ON CENTER 4" SPLIT FACE CMU VENEER - GROUT CMU SOLID BELOW FLOOR LINE THRU-WALL FLASHING + DRAINAGE MAT + WEEPS AT 16" ON CENTER GROUT VOID SOLID BELOW FLOOR CONCRETE SLAB ON GRADE ON VAPOR BARRIER ON COMPACTED GRANULAR FILL CONCRETE FOUNDATION & FOOTING RIGID INSULATION (R-10 MINIMUM) - 24" EACH WAY NOTE: SEE STRUCTURAL FOR EXTERIOR FOUNDATION WALL BID OPTION 1 CONT AIR/MOSITURE BARRIER TYP 4" BICK VENEER + BRICK TIES AT 16" ON CENTER EACH WAY + AIR SPACE + AIR / MOISTURE BARRIER + 1/2" SHEATHING + 2X6 WOOD STUDS AT 16" ON CENTER + 5 1/2" BATT INSULATION (R-19 MINIMUM) + 5/8" GYPSUM BOARD FINISH FLOOR 0' -0" 2' - 0" 12 PREFINISHED METAL DRIP EDGE ALUMINUM CLAD 1X2 WOOD TRIM ALUMINUM CLAD 1X6 WOOD TRIM PREFINISHED ALUMINUM SOFFIT PANELS ON 2X4 WOOD FRAMING AT 16" ON CENTER ALUMINUM CLAD 1X6 WOOD FASCIA ON BLOCKING AS REQUIRED SIDING ON AIR / MOISTURE BARRIER ON 1/2" SHEATHING ON 2X6 WOOD STUDS AT 16" ON CENTER ALUMINUM CLAD 1X6 WOOD FASCIA ON BLOCKING AS REQUIRED CONTINUOUS ROOF TO WALL FLASHING ASPHALT SHINGLS ON 30LB ROOFING FELT ON 1/2" APA RATED SHEATHING W/ EDGE SUPPORT (24 / 16 RATING) ON PRE-ENGINEERED WOOD ROOF TRUSSES W/ RAISED HEEL PREFINISHED METAL DRIP EDGE PREFINISHED METAL GUTTER & DOWNSPOUTS ALUMINUM CLAD 2X8 FASCIA BOARD PREFINISHED ALUMINUM SOFFIT PANELS ON 2X4 WOOD FRAMING AT 16" ON CENTER - SEE AE1-300 FOR VENT LOCATIONS ALUMINUM CLAD 1X4 WOOD TRIM ALUMINUM CLAD 1X10 WOOD TRIM ON WOOD BLOCKING WOOD HEADER CONTINUOUS SEALANT AT PERIMETER OF WINDOW BOTH SIDES 5/4" WOOD STOOL W/ BULLNOSE EDGE CAST STONE SILL W/ SLOPED TOP THRU-WALL FLASHING (TO START AT TOP OF WOOD PLATE & EXTEND TO UNDERSIDE OF STONE SILL) W/ WEEPS AT 16" ON CENTER CONCRETE SLAB ON GRADE ON VAPOR BARRIER ON COMPACTED GRANULAR FILL RIGID INSULATION (R-10 MINIMUM) - 24" EACH WAY CONCRETE FOUNDATION & FOOTING BLOWN-IN INSULATION A NOTE: SEE STRUCTURAL FOR EXTERIORFOUNDATION WALL BID OPTION 12' - 0"5 1/2 ASPHALT SHINGLS ON 30LB ROOFING FELT ON 1/2" APA RATED SHEATHING W/ EDGE SUPPORT (24 / 16 RATING) ON PRE-ENGINEERED WOOD ROOF TRUSSES W/ RAISED HEEL 4" BRICK VENEER + BRICK TIES AT 16" ON CENTER EACH WAY + AIR SPACE + AIR / MOISTURE BARRIER + 1/2" SHEATHING + 2X6 WOOD STUDS AT 16" ON CENTER + 5 1/2" BATT INSULTION (R-19 MINIMUM) + 5/8" GYPSUM BOARD DOUBLE HUNG WINDOW W/ 1" CLEAR INSULATING GLASS 4" SPLIT FACE CMU VENEER - GROUT SOLID BELOW FLOOR LINE THRU-WALL FLASHING + DRAINAGE MAT + WEEPS AT 16" ON CENTER GROUT VOID SOLID BELOW FLOOR LINE FINISH GRADE is a member of the IBI Group of companies DATE: ISSUE SHEET TITLE PROJECT SCALE: APPROVED BY:PROJECT MGR: PROJECT NO: SHEET NUMBER CLIENT COPYRIGHT ISSUES This drawing has been prepared solely for the intended use, thus any reproduction or distribution for any purpose other than authorized by IBI Group is forbidden. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job, and IBI Group shall be informed of any variations from the dimensions and conditions shown on the drawing. Shop drawings shall be submitted to IBI Group for general conformance before proceeding with fabrication. IBI Group Engineering Services (USA) Inc. CHECKED BY:DRAWN BY:SCALE CHECKSEAL 3221 W Big Beaver, Suite 111 Troy, MI, 48084 10mm1 in CONSULTANTS As indicated 0 C:\Users\heather.gulla\Documents\REVIT2018\122885_814KC CrmlIN_arch_v18_roofedit_heather.gulla.rvtWALL SECTIONS, DETAILS 122885 M.STOCK 2020-02-19 AE3-003 KINDERCARE LEARNING CENTER L.SMIGLIANI CARMEL, IN C.GREER E.SHELINE SCALE: 3" = 1'-0" DOOR SILL 6 SCALE: 3" = 1'-0" EXTERIOR HM DOOR JAMB5 SCALE: 3" = 1'-0" GYP BD DOOR JAMB 7 SCALE: 3" = 1'-0" GYP BD DOOR HEAD 8 SCALE: 1" = 1'-0" AE3-001 TYPICAL WALL SECTION AT FIXED WINDOW 1 SCALE: 1" = 1'-0"AE3-001 TYPICAL WALL SECTION AT DH WINDOW 2 SCALE: 1" = 1'-0"AE3-002 TYPICAL WALL SECTION 3 SCALE: 1" = 1'-0"AE3-002 WALL SECTION AT ROOF PEAK 4 AE7-001 AE7-001 AE7-001 AE7-001 No. DESCRIPTION DATE 0 PERMIT 2020-08-04 10/29/20