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HomeMy WebLinkAbout17-A3-3 FRONT ENTRY DETAILS01 FIRST FLOOR0"02 T/ PLATE10' -3"D4A3-35' - 0"5' - 0"5' - 0"5' - 0"2' - 1 5/8"2' - 1 5/8"2' - 1 5/8"2' - 1 5/8"2' - 0"2' - 0"2' - 0"2' - 0"3' - 7 1/4"3' - 7 1/4"3' - 7 1/4"3' - 7 1/4"10' - 2 1/2"10' - 2 1/2"10' - 2 1/2"10' - 2 1/2"11' - 7"D5A3-34A3-35 1/2"5 1/2"5 1/2"5 1/2"4' - 6 1/2"4' - 6 1/2"4' - 6 1/2"4' - 6 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"5 1/2"18' - 1 1/4"18' - 1 1/4"18' - 1 1/4"18' - 1 1/4"5 1/2"5 1/2"5 1/2"5 1/2"19' - 0 1/4"19' - 0 1/4"19' - 0 1/4"19' - 0 1/4"5' - 0"5' - 0"5' - 0"5' - 0"18' - 1 1/4"18' - 1 1/4"18' - 1 1/4"18' - 1 1/4"4' - 0 3/8"4' - 0 3/8"4' - 0 3/8"4' - 0 3/8"2' - 4 1/8"2' - 4 1/8"2' - 4 1/8"2' - 4 1/8"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"6' - 0"7' - 0 1/2"7' - 0 1/2"7' - 0 1/2"7' - 0 1/2"2' - 4 1/2"2' - 4 1/2"2' - 4 1/2"2' - 4 1/2"4' - 8"4' - 8"4' - 8"4' - 8"2' - 8"2' - 8"2' - 8"2' - 8"2' - 0"2' - 0"2' - 0"2' - 0"10' - 8"10' - 8"10' - 8"10' - 8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 8"2' - 8"2' - 8"2' - 8"2' - 0"2' - 0"2' - 0"2' - 0"2' - 1 5/8"2' - 1 5/8"2' - 1 5/8"2' - 1 5/8"5 7/8"5 7/8"5 7/8"5 7/8"8 3/4"8 3/4"8 3/4"8 3/4"11 3/8"11 3/8"11 3/8"11 3/8"1' - 0"1' - 0"1' - 0"1' - 0"8 5/8"8 5/8"8 5/8"8 5/8"8' - 5 1/8"8' - 5 1/8"8' - 5 1/8"8' - 5 1/8"8 5/8"8 5/8"8 5/8"8 5/8"18' - 6 3/4"18' - 6 3/4"18' - 6 3/4"18' - 6 3/4"8 5/8"8 5/8"8 5/8"8 5/8"PSL POST, SEE PSL POST, SEE PSL POST, SEE PSL POST, SEE STRUCT.STRUCT.STRUCT.STRUCT.PSL POST, SEE PSL POST, SEE PSL POST, SEE PSL POST, SEE STRUCT.STRUCT.STRUCT.STRUCT.LVL HEADER, SEE LVL HEADER, SEE LVL HEADER, SEE LVL HEADER, SEE STRUCT.STRUCT.STRUCT.STRUCT.LVL HEADER, SEE LVL HEADER, SEE LVL HEADER, SEE LVL HEADER, SEE STRUCT.STRUCT.STRUCT.STRUCT.PSL POST, SEE PSL POST, SEE PSL POST, SEE PSL POST, SEE STRUCT.STRUCT.STRUCT.STRUCT.PSL POST, SEE PSL POST, SEE PSL POST, SEE PSL POST, SEE STRUCT.STRUCT.STRUCT.STRUCT.2.2A4-165A3-311 1/2"1 1/2"1 1/2"1 1/2"01 FIRST FLOOR0"B/ FOOTING-3' -6"02 T/ PLATE10' -3"D4A3-39' - 6"9' - 8 1/4"9' - 8 1/4"9' - 8 1/4"9' - 8 1/4"13' - 6"10' - 3"11' - 7"VEST.100RECEPT. /WAITING101(3) LVL HDR., SEE (3) LVL HDR., SEE (3) LVL HDR., SEE (3) LVL HDR., SEE STRUCT.STRUCT.STRUCT.STRUCT.(3) LVL HDR., (3) LVL HDR., (3) LVL HDR., (3) LVL HDR., SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.OVERFRAMING, OVERFRAMING, OVERFRAMING, OVERFRAMING, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.COMMON COMMON COMMON COMMON TRUSSESTRUSSESTRUSSESTRUSSESWRAP STONE WRAP STONE WRAP STONE WRAP STONE AROUND ENTRY AROUND ENTRY AROUND ENTRY AROUND ENTRY OPENINGOPENINGOPENINGOPENINGR49 INSUL. TYP.R49 INSUL. TYP.R49 INSUL. TYP.R49 INSUL. TYP.A3-3601 FIRST FLOOR0"02 T/ PLATE10' -3"5A3-320' - 0"20' - 0"20' - 0"20' - 0"2"2"2"2"1' - 8"1' - 8"1' - 8"1' - 8"2"2"2"2"6' - 10"6' - 10"6' - 10"6' - 10"2"2"2"2"9' - 0"9' - 0"9' - 0"9' - 0"6' - 6"6' - 6"6' - 6"6' - 6"2' - 6"2' - 6"2' - 6"2' - 6"11' - 7"9' - 0"9' - 0"9' - 0"9' - 0"13' - 6"5/8" EXT. RATED GYP. BD., 5/8" EXT. RATED GYP. BD., 5/8" EXT. RATED GYP. BD., 5/8" EXT. RATED GYP. BD., TAPED SANDED & PTD. ONTAPED SANDED & PTD. ONTAPED SANDED & PTD. ONTAPED SANDED & PTD. ON2x8 C.J. @ 16" O.C.2x8 C.J. @ 16" O.C.2x8 C.J. @ 16" O.C.2x8 C.J. @ 16" O.C.OVERFRAMING, OVERFRAMING, OVERFRAMING, OVERFRAMING, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.2.210' - 6"10' - 6"10' - 6"10' - 6"2"2"2"2"1' - 4"1' - 4"1' - 4"1' - 4"2"2"2"2"6' - 0"6' - 0"6' - 0"6' - 0"2"2"2"2"1' - 4"1' - 4"1' - 4"1' - 4"2"2"2"2"1' - 2 1/4"1' - 2 1/4"1' - 2 1/4"1' - 2 1/4"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"4" NOMINAL STONE VENEER4" NOMINAL STONE VENEER4" NOMINAL STONE VENEER4" NOMINAL STONE VENEER2x6 WD. FRAMING @ 16" O.C.2x6 WD. FRAMING @ 16" O.C.2x6 WD. FRAMING @ 16" O.C.2x6 WD. FRAMING @ 16" O.C.LVL HEADER, LVL HEADER, LVL HEADER, LVL HEADER, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.AIR SPACEAIR SPACEAIR SPACEAIR SPACECAST STONECAST STONECAST STONECAST STONEST. LINTEL, ST. LINTEL, ST. LINTEL, ST. LINTEL, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.ALUM. GUTTERALUM. GUTTERALUM. GUTTERALUM. GUTTERARCHITECTURAL ROOF ARCHITECTURAL ROOF ARCHITECTURAL ROOF ARCHITECTURAL ROOF SHINGLES ON MANUF. SHINGLES ON MANUF. SHINGLES ON MANUF. SHINGLES ON MANUF. APPROVED UNDERLAYMENT ON APPROVED UNDERLAYMENT ON APPROVED UNDERLAYMENT ON APPROVED UNDERLAYMENT ON 5/8" CDX PLYWD. SHEATHING5/8" CDX PLYWD. SHEATHING5/8" CDX PLYWD. SHEATHING5/8" CDX PLYWD. SHEATHINGALUM. DRIP EDGE ALUM. DRIP EDGE ALUM. DRIP EDGE ALUM. DRIP EDGE OVER 1x8 FASCIAOVER 1x8 FASCIAOVER 1x8 FASCIAOVER 1x8 FASCIAICE & WATER SHIELD ON ICE & WATER SHIELD ON ICE & WATER SHIELD ON ICE & WATER SHIELD ON ENTIRE ENTRY ROOFENTIRE ENTRY ROOFENTIRE ENTRY ROOFENTIRE ENTRY ROOF2x SUBFASCIA2x SUBFASCIA2x SUBFASCIA2x SUBFASCIAALUM. SOFFIT W/ ALUM. SOFFIT W/ ALUM. SOFFIT W/ ALUM. SOFFIT W/ CONT. VENT & CONT. VENT & CONT. VENT & CONT. VENT & INSECT SCREENINSECT SCREENINSECT SCREENINSECT SCREENR6 (1R6 (1R6 (1R6 (1----1/2") ZIP SHEATHING SYSTEM, 1/2") ZIP SHEATHING SYSTEM, 1/2") ZIP SHEATHING SYSTEM, 1/2") ZIP SHEATHING SYSTEM, CONTRACTOR OPTION TO USE 1/2" ZIP CONTRACTOR OPTION TO USE 1/2" ZIP CONTRACTOR OPTION TO USE 1/2" ZIP CONTRACTOR OPTION TO USE 1/2" ZIP SHEATHING IN LIEU OF R6 AT ENTRY SHEATHING IN LIEU OF R6 AT ENTRY SHEATHING IN LIEU OF R6 AT ENTRY SHEATHING IN LIEU OF R6 AT ENTRY OVERHANG.OVERHANG.OVERHANG.OVERHANG.5/8" EXT. 5/8" EXT. 5/8" EXT. 5/8" EXT. RATED GYP. RATED GYP. RATED GYP. RATED GYP. BD. CEILINGBD. CEILINGBD. CEILINGBD. CEILING2x8 WD. CEILING 2x8 WD. CEILING 2x8 WD. CEILING 2x8 WD. CEILING JOISTS @ 16" O.C.JOISTS @ 16" O.C.JOISTS @ 16" O.C.JOISTS @ 16" O.C.STONE SURROUNDSTONE SURROUNDSTONE SURROUNDSTONE SURROUNDADHERED FLASHING, ADHERED FLASHING, ADHERED FLASHING, ADHERED FLASHING, LAP UP 6" TO LAP UP 6" TO LAP UP 6" TO LAP UP 6" TO SHEATHING W/ ST. SHEATHING W/ ST. SHEATHING W/ ST. SHEATHING W/ ST. STL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGESTL. DRIP EDGETERM BARTERM BARTERM BARTERM BAR9' - 5"OVERFRAMING, OVERFRAMING, OVERFRAMING, OVERFRAMING, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT.11' - 7"9' - 0"13' - 10 3/8"1' - 6"1' - 6"1' - 6"1' - 6"8"8"8"8"FIBERGLASS FIBERGLASS FIBERGLASS FIBERGLASS TUSCAN TUSCAN TUSCAN TUSCAN COLUMNCOLUMNCOLUMNCOLUMN1x TRIM1x TRIM1x TRIM1x TRIMCROWN MOLDINGCROWN MOLDINGCROWN MOLDINGCROWN MOLDING4A3-33/4"3/4"3/4"3/4"16" FIBERGLASS 16" FIBERGLASS 16" FIBERGLASS 16" FIBERGLASS TUSCAN COLUMNTUSCAN COLUMNTUSCAN COLUMNTUSCAN COLUMNCENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF COLUMN & POSTCOLUMN & POSTCOLUMN & POSTCOLUMN & POSTSTONE CAPSTONE CAPSTONE CAPSTONE CAP2' - 0"2' - 0"2' - 0"2' - 0"AIR CAVITYAIR CAVITYAIR CAVITYAIR CAVITYZIP SHEATHING ZIP SHEATHING ZIP SHEATHING ZIP SHEATHING 2x6 FRAMING2x6 FRAMING2x6 FRAMING2x6 FRAMINGPOSPOSPOSPOS----IIII----TIE ANCHORSTIE ANCHORSTIE ANCHORSTIE ANCHORSNOTE: CONTRACTOR OPTION TO USE R6 ZIP NOTE: CONTRACTOR OPTION TO USE R6 ZIP NOTE: CONTRACTOR OPTION TO USE R6 ZIP NOTE: CONTRACTOR OPTION TO USE R6 ZIP SHEATHING @ EXTERIOR NONSHEATHING @ EXTERIOR NONSHEATHING @ EXTERIOR NONSHEATHING @ EXTERIOR NON----INSULATED ELEMENTS INSULATED ELEMENTS INSULATED ELEMENTS INSULATED ELEMENTS FOR CONSISTENCY OR 1/2" ZIP SHEATHING.FOR CONSISTENCY OR 1/2" ZIP SHEATHING.FOR CONSISTENCY OR 1/2" ZIP SHEATHING.FOR CONSISTENCY OR 1/2" ZIP SHEATHING.*DATE OF SIGNATURE: 1/28/22EXP. 12/31/23CARCTIEHRICEAEPPNo. 12100080TREGISREDANAINIDSTATE OFTEMGN CONSULTINGENGINEERS, INC.635 BUTTERFIELD ROADSUITE #310OAKBROOK TERRACE, IL 60181PHONE (630) 627-6078WWW.MGN.ENGINEERINGDESIGN FIRM #184001114-0002INFO@ALLENPEPA.COMTEL: (630) 578-1105215 FULTON ST., GENEVA, IL 60134PROJECT NO.DRAWN BYCHECKED BYSHEETSchematic Design:Design DevelopmentBidding:Permit:POST BID/PERMIT REVISIONS:ISSUE DATE:ALLEN+PEPA COPYRIGHTALLENPEPAA R C H I T E C T S2/18/2022 2:48:36 PMC:\Users\Amanda Kerner\Documents\21-014 Higher Ground Carmel_akernerK6S8R.rvtFRONT ENTRYDETAILSHIGHER GROUND CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032FOR PERMIT 1/28/22A3-321-021AuthorCheckerOF 47171/28/2212/30/213/8" = 1'-0"2SOUTH ENTRY ELEVATION3/8" = 1'-0"3ENLARGED ENTRY PLAN3/8" = 1'-0"5E-W ENTRY SECTION3/8" = 1'-0"4N-S ENTRY SECTION1 1/2" = 1'-0"6ENTRY OPENING DETAIL1 1/2" = 1'-0"1FRONT ENTRY BASE DETAILNo. Date Description