Loading...
HomeMy WebLinkAboutA3-1 Exterior Elevations-APPROVED 09-30-08ASPHALT SHINGLES ALUM. FASCIA ALUM. GUTTERS & DOWNSPOUTS BRICK VENEER CAST STONE BANDS CAST STONE QUOINS ALUMINUM VTAC LOUVER SCONCE LIGHT ALUM. ENTRY DOOR BRICK VENEER CAST STONE BASE AT VTAC LOUVERS TYF f AT VTAC LOUVERS TYP. ( 1 Vnl I J 1 VIYL JVI\I\VVIYU POOL BLDG OMITTED FOR CLARITY 4 SOUTH EL�r �T I ON SCALE: 3/3 CAST STONE ROSE SEE DTLS ON SHT A4.8 WALL SIGN UNDER SEPARATE PERMIT PROCESS 'EYEBROW' DORMERS WITH METAL ROOF AT PTAC LOUVERS IN CAST STONE BASE, TYP. ALUM. ENTRY DOOR I 1 AT PTAC LOUVERS IN SCONCE LIGHT BRICK VENEER, TYP. DOWNSPOUTS TO U.G. STORM SYSTEM D 8 AT PTAC LOUVERS IN 8 CAST STONE BASE, TYP. 2 )�n ESTVATION E: 3/32" = 1' -0" 0ACT CTnnlr DOCC LINEN CHUTE CHIMNEY EIFS TO MATCH BRICK COLOR AT 1 -STORY VESTIBULE ENTRY DOORS PEAK OF TRUSS +43' -0 1/2" TRUSS BEARING -T+26;-6 1/4" - -+TOP OF SUBFLOC +21'-7 +21' -7 1/8 "- TOP OF SUBFLOC T +11' -5 1 /4" TOP OF SLAB LEVEL WINDOWS, TYP. PEAK OF TRUSS 1 +43' -0 1 TRUSS BEARING 1 +29' -8 1 /4" TOP OF SUBFLOOR 1 +21' -7 1 /8" TOP OF SUBFLOOR +11' -5 1 /4 — TOP OF SLAB 1 +0' -0� MARK A. CARLSEN, ARCHITECT _ Revisions\�����\� OL 3 1/2" x 4" x 5/16" LLH Q � MIAFK 9 �_ '= 6" BEARING BOTH ENDS T NT, 2 "= w� I �= C.' ._..L.,J WITH 6" BEARING BOTH ENDS 7" x 4" x 3/8" LLV OL WITH 624 Cedar Hill Road NE Albuquerque, New Mexico 87122 Phone /Fax: (505) 823 -4571 NOTES: 1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES, CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS. 2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR FINISHES AND COLORS. 3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG. CA51 5IUNE SUKKUUNU, FIELU VEKIFY UKLNINU bUUKL UKULKIINU ALUM. AUTO DOORS ,� NORTH ELEVATION THIS CENTER SECTION OF BLDG WALL FRAMED 62 INCHES HIGHER TO ALLOW FOR FIT OF ELEVATOR SHAFT UI\IVI\ YLIVLLI \, 111 . 3 EAST ELEVATION SCALE. 3/32" AT PTAC LOUVERS IN CAST STONE BASE, TYP ASPHALT SHINGLES ALUM. FASCIA CAST STONE SILLS BRICK VENEER CAST STONE BANDS CAST STONE QUOINS CAST STONE KEYSTONE SOLDIER COURSE ALUMINUM WINDOW BRICK VENEER CAST STONE BASE As APPRQYBA gY WK CA RMEL4CLri Y FL.11dY C VMI:.SS10V avowo"W*01.1. METAL ROOF STEEL STRUCTURE CAST STONE CAP BRICK VENEER CAST STONE BASE STEEL LINTEL SCHEDULE OL 3 1/2" x 4" x 5/16" LLH WITH 6" BEARING BOTH ENDS OL 4" x 4" x 5/16" WITH 6" BEARING BOTH ENDS 7" x 4" x 3/8" LLV OL WITH 12" BEARING BOTH ENDS O L 5" x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS 8" x 4" x 7/16" LLV OL WITH 8" BEARING BOTH ENDS 6" x 4" x 3/8" LLV OL WITH 6" BEARING BOTH ENDS L 10" x 5" x 1/2" LLV O WITH 20" BEARING BOTH ENDS L 4" x 6" x 5/16" LLH O WITH 6" BEARING BOTH ENDS L 3 1/2" x 5" x 5/16" LLH O WITH 6" BEARING BOTH ENDS LLV = LONG LEG VERTICAL LLH = LONG LEG HORIZONTAL STAYBRIDGE SUITES 10675 North Pennsylvania Street Carmel, Indiana 46032 EXTERIOR ELEVATIONS DATE: SEPTEMBER 1, 2008 A3.1 2_c�,2_ -A mt vv cl) /3�1) L� STEPS FOR INSTALLATION: OCUT PROTECTION FLASHING TO APPROXIMATE SIZE SHOWN AND STAPLE INTO PLACE AT BOTTOM OF ROUGH OPENING. IMPORTANT: HOUSE WRAP SHOULD ONLY BE STAPLED ALONG THE TOP EDGE. O CUT "BANDAGES" TO APPROXIMATE SIZE SHOWN. PEEL PROTECTIVE BACKER FROM MEMBRANE AND INSTALL DIAGONALLY AT SILL CORNERS AS SHOWN. SHEATHING OR HOUSE WRAP SHOULD NOT BE VISIBLE AT THE CORNERS OF THE ROUGH OPENING. O3 CUT A PIECE OF PROTECTION FLASHING MEMBRANE 8" (20 CM) LONGER THAN THE ROUGH OPENING WIDTH MAKE TWO SMALL CUTS 2" (5CM) LONG THROUGH THE MEMBRANE AS SHOWN. O4 FOLD MEMBRANE TO CONFORM WITH ROUGH OPENING. PEEL PROTECTIVE BACKER FROM MEMBRANE TO EXPOSE ADHESIVE. O5 INSTALL THE "SELF STICKING" MEMBRANE AT THE ROUGH OPENING. MEMBRANE SHOULD LAP OVER THE PREVIOUSLY INSTALLED "BANDAGES" AND HOUSE WRAP. O6 CUT PROTECTIVE FLASHING TO FIT ROUGH OPENING JAMB. FOLD OL � Q o w ( 12 WITH 6" BEARING BOTH ENDS OL 4" x 4" x 5/16" FOLD = z_ ENDS OPENING L 7" x 4" x 3/8" LLV z O WITH D w O 7 O a_ WITH of O AT VTAC LOUVERS TYP. PEAK OF +43' -0 1, TRUSS BE, T +29' -8 1, TOP OF St +21' -7 1/ AT PTAC LOUVERS IN BRICK VENEER, TYP, TOP OF SL _T_O_P OF SL T +0' -o " -- i N SECTION OFOLD PROTECTIVE FLASHING INTO ROUGH OPENING. BOTTOM LEG MUST OVERLAP FIRST LAYER AS SHOWN. DO NOT STAPLE IMMEDIATELY BELOW THE SILL /JAMB CORNERS. O8 AFTER THE STRIPS OF PROTECTIVE FLASHING HAVE BEEN INSTALLED AT THE SILL AND JAMBS AS SHOWN, THE WINDOW CAN BE INSTALLED. OFLASHING SHOULD BE FABRICATED IN THE PROFILE SHOWN. INSTALLATION OF METAL FLASHING: 10 LENGTH OF THE FLASHING IS DEPENDENT ON THE TYPE OF WINDOW USED. SECTION A -A ILLUSTRATES THE TYPE OF WINDOW. FLASHING SHOULD BE INSTALLED AS ILLUSTRATED. FOR ANY UNUSUAL CONDITION PLEASE CONTACT MANUFACTURERS TECHNICAL SERVICES. 11 INSTALL ROLLS OF PROTECTION FLASHING HORIZONTALLY IN A SHINGLE FASHION. EACH SUCCEEDING COURSE SHOULD OVERLAP THE PREVIOUS COURSE BY 2" (5 CM) MINIMUM. 12 CONTINUE TO LAP EACH SUCCEEDING COURSE AS ILLUSTRATED FOR POSITIVE DRAINAGE. WHERE VERTICAL SPLICES OCCUR, LAP THE HOUSE WRAP A MINIMUM OF 6" (15 CM). VERTICAL SPLICES IN THE BUILDING PAPER SHOULD NOT OCCUR WITHIN 2 FEET (61 CM) OF THE WINDOW JAMBS. NOTE THAT THE SUCCEEDING COURSES LAP OVER THE REMAINDER OF THE HOUSE WRAP STRIPS AND THE METAL FLASHING AT THE HEAD. w 7 FLASHING DETAILS SCALE: N.T.S. WINDOW ROUGH OPENING (4 "x6" MIN. BANDAGES OL 10 U cwn ( 12 WITH 6" BEARING BOTH ENDS OL 4" x 4" x 5/16" WINDOW WITH WINDOW ENDS O L 7" x 4" x 3/8" LLV O WITH 12" BEARING BOTH ENDS O 7 x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS OL 8" x 4" x 7/16" LLV 11' 8" BEARING BOTH MIN. -0'i 7 FLASHING DETAILS SCALE: N.T.S. WINDOW ROUGH OPENING (4 "x6" MIN. BANDAGES NOTE: 11 PROTECTION FLASHING MEMBRANE SHALL BE " PROTECTO WRAP" AS MANUFACTURED BY PROTECTO WRAP CO. (800- 759 -9727) OR EQUIVALENT APPROVED BY ARCHITECT. CAST STONE KEYSTONE, 4 1/8" THICK CAST STONE SURROUND = BRICK THICKNESS 8" 7' -6 1/2 g» I d RADIUS 0 8' -9 1/4" N O c) I O I POOL CAST STONE KEYSTONE DETAIL SCALE: 3/8' = 1' -0" REAR VIEW 4 POOL BLDG ELEVATION SCALE: 3/32" COURTYARD ELEVATION ELEVATION SCALE: 3/32" = 1' -0" CAST STONE ROSE SEE DTLS ON SHT A4.8 ASPHALT SHINGLES ALUM. GUTTERS & DOWNSPOUTS ALUM. FASCIA CAST STONE SILLS BRICK VENEER CAST STONE BANDS CAST STONE QUOINS CAST STONE KEYSTONE SOLDIER COURSE ALUMINUM WINDOW BRICK VENEER CAST STONE BASE N TYP. vu ii Iv v.u. JIV�M SYSTEM I VVL IIVUJL UU1114LUIIVIV PEAK OF TRUSS T +23'- 3.' - - -- _.TO_P OF SUBFLOOf 7+13' =4 °; - - - -- TOP OF SLAB +0 -o N N I n ACT CTnAlr I/r VCTnAlr A 1 /0" TI IIn1/ 1ICKNESS GREATROOM CENTER /WIDE WINDOW CAST STONE KEYSTONE DETAIL SCALE: 3/8' COURTYARD ELEVATION z yn STLEnTION E. 3/32 - COURTYARD VIEW 5 POOL BLDG ELEVATION SCALE: 3/32" = 1' -0" KEYSTONE AT FIRST LEVEL WINDOWS, TYP. PEAK OF TRUSS +43' -0 1 / TRUSS BEARING - -- +29' -8 1/4"T TOP OF SUBFLOOR ----- +21' -7 1 / AT PTAC LOUVERS IN BRICK VENEER, TYP. TOP OF SUBFLOOR +11' -5 1 / TOP OF SLAB ------ - +0' -0 AT PTAC LOUVERS IN CAST STONE BASE, TYP. S IN E, TYP. N N I nncT cTn Ir vrv0rnn1[7 4 1/8" THICK JND = BRICK THICKNESS GREATROOM SIDE /NARROW WINDOW CAST STONE KEYSTONE DETAIL SCALE: 3/8' = 1' -0" A1_UM. GUTTERS & DOWNSPOUTS >PHALT SHINGLES _UM. FASCIA \ST STONE KEYSTONE )LDIER COURSE aST STONE QUOINS .UMINUM WINDOW SICK VENEER SST STONE BASE END VIEW 6 POOL BLDG ELEVATION SCALE: 3/32" 1' 0" LIMESTONE KEYSTONE SHAPE BRICK SOLDIER COURSE 0 0 WINDOW OR DOOR OPENING WINDOW & DOOR HEADS, SIM. CAST STONE KEYSTONE DETAIL SCALE: N.T.S. MARK A. CARLSEN, ARCHITECT Revisions OF 2L iV :; R1K Q 0 A N T r 1 �Y CAIRLSEN ;r H 624 Cedar Hill Road NE Albuquerque, New Mexico 87122 Phone /Fax: (505) 823 -4571 NOTES: 1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES, CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS. 2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR FINISHES AND COLORS. 3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG. STEEL LINTEL SCHEDULE OL 3 1/2" x 4" x 5/16" LLH 12 WITH 6" BEARING BOTH ENDS OL 4" x 4" x 5/16" WINDOW WITH 6" BEARING BOTH ENDS O L 7" x 4" x 3/8" LLV O WITH 12" BEARING BOTH ENDS O 7 x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS OL 8" x 4" x 7/16" LLV WITH 8" BEARING BOTH ENDS O L 6" x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS NOTE: 11 PROTECTION FLASHING MEMBRANE SHALL BE " PROTECTO WRAP" AS MANUFACTURED BY PROTECTO WRAP CO. (800- 759 -9727) OR EQUIVALENT APPROVED BY ARCHITECT. CAST STONE KEYSTONE, 4 1/8" THICK CAST STONE SURROUND = BRICK THICKNESS 8" 7' -6 1/2 g» I d RADIUS 0 8' -9 1/4" N O c) I O I POOL CAST STONE KEYSTONE DETAIL SCALE: 3/8' = 1' -0" REAR VIEW 4 POOL BLDG ELEVATION SCALE: 3/32" COURTYARD ELEVATION ELEVATION SCALE: 3/32" = 1' -0" CAST STONE ROSE SEE DTLS ON SHT A4.8 ASPHALT SHINGLES ALUM. GUTTERS & DOWNSPOUTS ALUM. FASCIA CAST STONE SILLS BRICK VENEER CAST STONE BANDS CAST STONE QUOINS CAST STONE KEYSTONE SOLDIER COURSE ALUMINUM WINDOW BRICK VENEER CAST STONE BASE N TYP. vu ii Iv v.u. JIV�M SYSTEM I VVL IIVUJL UU1114LUIIVIV PEAK OF TRUSS T +23'- 3.' - - -- _.TO_P OF SUBFLOOf 7+13' =4 °; - - - -- TOP OF SLAB +0 -o N N I n ACT CTnAlr I/r VCTnAlr A 1 /0" TI IIn1/ 1ICKNESS GREATROOM CENTER /WIDE WINDOW CAST STONE KEYSTONE DETAIL SCALE: 3/8' COURTYARD ELEVATION z yn STLEnTION E. 3/32 - COURTYARD VIEW 5 POOL BLDG ELEVATION SCALE: 3/32" = 1' -0" KEYSTONE AT FIRST LEVEL WINDOWS, TYP. PEAK OF TRUSS +43' -0 1 / TRUSS BEARING - -- +29' -8 1/4"T TOP OF SUBFLOOR ----- +21' -7 1 / AT PTAC LOUVERS IN BRICK VENEER, TYP. TOP OF SUBFLOOR +11' -5 1 / TOP OF SLAB ------ - +0' -0 AT PTAC LOUVERS IN CAST STONE BASE, TYP. S IN E, TYP. N N I nncT cTn Ir vrv0rnn1[7 4 1/8" THICK JND = BRICK THICKNESS GREATROOM SIDE /NARROW WINDOW CAST STONE KEYSTONE DETAIL SCALE: 3/8' = 1' -0" A1_UM. GUTTERS & DOWNSPOUTS >PHALT SHINGLES _UM. FASCIA \ST STONE KEYSTONE )LDIER COURSE aST STONE QUOINS .UMINUM WINDOW SICK VENEER SST STONE BASE END VIEW 6 POOL BLDG ELEVATION SCALE: 3/32" 1' 0" LIMESTONE KEYSTONE SHAPE BRICK SOLDIER COURSE 0 0 WINDOW OR DOOR OPENING WINDOW & DOOR HEADS, SIM. CAST STONE KEYSTONE DETAIL SCALE: N.T.S. MARK A. CARLSEN, ARCHITECT Revisions OF 2L iV :; R1K Q 0 A N T r 1 �Y CAIRLSEN ;r H 624 Cedar Hill Road NE Albuquerque, New Mexico 87122 Phone /Fax: (505) 823 -4571 NOTES: 1. SEE SHEET A4.10 FOR DETAILS FOR CAST STONE KEYSTONES, CAST STONE BASE, CAST STONE BANDS, & CAST STONE SILLS. 2. SEE COLOR BOARDS SUBMITTED TO THE CITY OF CARMEL DURING THE SITE & PROJECT APPROVAL PROCESS FOR EXTERIOR FINISHES AND COLORS. 3. SEE SHEET A1.1 FOR BRICK VENEER CONTROL JOINT LOCATIONS FOR ENTIRE HEIGHT OF VENEER ON BLDG. STEEL LINTEL SCHEDULE OL 3 1/2" x 4" x 5/16" LLH WITH 6" BEARING BOTH ENDS OL 4" x 4" x 5/16" WITH 6" BEARING BOTH ENDS O L 7" x 4" x 3/8" LLV WITH 12" BEARING BOTH ENDS O L 5" x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS OL 8" x 4" x 7/16" LLV WITH 8" BEARING BOTH ENDS O L 6" x 4" x 3/8" LLV WITH 6" BEARING BOTH ENDS OL 10" x 5" x 1/2" LLV WITH 20" BEARING BOTH ENDS OL 4" x 6" x 5/16" LLH WITH 6" BEARING BOTH ENDS OL 3 1/2" x 5" x 5/16" LLH WITH 6" BEARING BOTH ENDS LLV = LONG LEG VERTICAL LLH = LONG LEG HORIZONTAL STAYBRIDGE SUITES 10675 North Pennsylvania Street Carmel, Indiana 46032 EXTERIOR ELEVATIONS DATE: SEPTEMBER 1, 2008 A3.2