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HomeMy WebLinkAbout17-A3-3 FRONT ENTRY DETAILS01 FIRST FLOOR 0" 02 T/ PLATE 10' -3" D 4 A3-3 5' - 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" D 5 A3-3 4 A3-3 5 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. 2.2 A4-1 6 5 A3-3 1 1 1/2"1 1/2"1 1/2"1 1/2" 01 FIRST FLOOR 0" B/ FOOTING -3' -6" 02 T/ PLATE 10' -3" D 4 A3-3 9' - 6"9' - 8 1/4"9' - 8 1/4"9' - 8 1/4"9' - 8 1/4"13' - 6" 10' - 3" 11' - 7" VEST. 100 RECEPT. / WAITING 101 (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 TRUSSESTRUSSESTRUSSESTRUSSES WRAP STONE WRAP STONE WRAP STONE WRAP STONE AROUND ENTRY AROUND ENTRY AROUND ENTRY AROUND ENTRY OPENINGOPENINGOPENINGOPENING R49 INSUL. TYP.R49 INSUL. TYP.R49 INSUL. TYP.R49 INSUL. TYP. A3-3 6 01 FIRST FLOOR 0" 02 T/ PLATE 10' -3" 5 A3-3 20' - 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. ON 2x8 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. 2.2 10' - 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 VENEER 2x6 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 SPACE CAST STONECAST STONECAST STONECAST STONE ST. LINTEL, ST. LINTEL, ST. LINTEL, ST. LINTEL, SEE STRUCT.SEE STRUCT.SEE STRUCT.SEE STRUCT. ALUM. GUTTERALUM. GUTTERALUM. GUTTERALUM. GUTTER ARCHITECTURAL 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. SHEATHING ALUM. DRIP EDGE ALUM. DRIP EDGE ALUM. DRIP EDGE ALUM. DRIP EDGE OVER 1x8 FASCIAOVER 1x8 FASCIAOVER 1x8 FASCIAOVER 1x8 FASCIA ICE & WATER SHIELD ON ICE & WATER SHIELD ON ICE & WATER SHIELD ON ICE & WATER SHIELD ON ENTIRE ENTRY ROOFENTIRE ENTRY ROOFENTIRE ENTRY ROOFENTIRE ENTRY ROOF 2x SUBFASCIA2x SUBFASCIA2x SUBFASCIA2x SUBFASCIA ALUM. SOFFIT W/ ALUM. SOFFIT W/ ALUM. SOFFIT W/ ALUM. SOFFIT W/ CONT. VENT & CONT. VENT & CONT. VENT & CONT. VENT & INSECT SCREENINSECT SCREENINSECT SCREENINSECT SCREEN R6 (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. CEILING 2x8 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 SURROUND ADHERED 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 EDGE TERM BARTERM BARTERM BARTERM BAR 9' - 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 COLUMNCOLUMNCOLUMNCOLUMN 1x TRIM1x TRIM1x TRIM1x TRIM CROWN MOLDINGCROWN MOLDINGCROWN MOLDINGCROWN MOLDING 4 A3-3 3/4"3/4"3/4"3/4"16" FIBERGLASS 16" FIBERGLASS 16" FIBERGLASS 16" FIBERGLASS TUSCAN COLUMNTUSCAN COLUMNTUSCAN COLUMNTUSCAN COLUMN CENTERLINE OF CENTERLINE OF CENTERLINE OF CENTERLINE OF COLUMN & POSTCOLUMN & POSTCOLUMN & POSTCOLUMN & POST STONE CAPSTONE CAPSTONE CAPSTONE CAP 2' - 0"2' - 0"2' - 0"2' - 0" AIR CAVITYAIR CAVITYAIR CAVITYAIR CAVITY ZIP SHEATHING ZIP SHEATHING ZIP SHEATHING ZIP SHEATHING 2x6 FRAMING2x6 FRAMING2x6 FRAMING2x6 FRAMING POSPOSPOSPOS----IIII----TIE ANCHORSTIE ANCHORSTIE ANCHORSTIE ANCHORS NOTE: 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: 1/28/22 EXP. 12/31/23 CARCTIEHRICEAEPP No. 12100080 TR EGISRE DANAINI D STATE OF TE MGN 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 BY CHECKED BY SHEET Schematic Design: Design Development Bidding: Permit: POST BID/PERMIT REVISIONS: ISSUE DATE: ALLEN+PEPA COPYRIGHT ALLEN PEPAA 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 ENTRY DETAILSHIGHER GROUND CARMEL10216 N. MICHIGAN ROADCARMEL, INDIANA 46032FOR PERMIT 1/28/22 A3-3 21-021 Author Checker OF 4717 1/28/22 12/30/21 3/8" = 1'-0" 2 SOUTH ENTRY ELEVATION 3/8" = 1'-0"3 ENLARGED ENTRY PLAN 3/8" = 1'-0"5 E-W ENTRY SECTION3/8" = 1'-0" 4 N-S ENTRY SECTION 1 1/2" = 1'-0" 6 ENTRY OPENING DETAIL 1 1/2" = 1'-0"1 FRONT ENTRY BASE DETAIL No. Date Description 06/07/22