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HomeMy WebLinkAboutPEC17-0040_A3.02_1507668480.pdf a X oj X4Is 3 Argil Iv PEC APPROVED 10/9/2017 12:00:0'SIA ELEVATION KEY NOTES: DRYSTACK NATURAL SANDSTONE VENEER IN 1 RUNNING BOND PATTERN 2 CLEAR S4S lx6 VERTICAL CEDAR SIDING WITH '/4" SQUARE REVEALS- SEMI-TRANSPARENT STAIN FINISH 3 18"TALL PAINTED METAL SIDING PANELS TYPICAL WITH 2' HORIZONTAL REVEALS & VERTICAL BUTT JOINTS OR PAINTED METAL FASCIA PER DETAILS cv 0E `" o 4 EXPOSED STEEL STRUCTURAL- PAINTED FINISH w U r 7 v 5 CLEAR S4S CEDAR TRIM WITH SEMI-TRANSPARENT FINISH o 0. 2L 6 1x6 T&G WHITE OAK SOFFIT FINISH W/ '-a"SQUARE REVEALS - c SEMI-TRANSPARENT FINISH E n N 7 STANDING SEAM METAL ROOF WITH FLAT PAN Cd] ID a U 8 DECORATIVE CLOSE MESH METAL BAR GRATING SHROUD 'E U) m 9 PAINTED METAL TRIM PANELS OR PAINTED METAL12FASCIA PER DETAILS 44 U 10 OPEN STEEL GUARDRAIL- PAINTED FINISH I _~ cs b _ cI 0 MI (-) 'GENERAL NOTES: w N . 1) ALL WINDOWS AND EXTERIOR DOORS CLAD WOOD : 5 'p 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE PRE-FINISHED V' 7 -11m.... (KYNAR) AND INSTALLED AT ALL LOCATIONS REQUIRED BY CODE. -1i3) DIMENSIONED WALL OPENINGS ARE NOMINAL. WINDOW REP.TO FIELD VERIFY ALL OPENINGS. mi n �_ 8 _ n _m� ii •i 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP TO TOP OF m1 n — _ CONCRETE,THEN BITUTHENE ON THE BOTTOM OF SHEATHING miiii....--n n OVERLAPPING FOUNDATION WATERPROOFING MIN. 6". �� �� �� �� WATERPROOFING TO BE UP WALL 36"MINIMUM ABOVE GRADE. mi!______- �� ii iiI 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT FINISH I) mi ii iili 3 6) ALL VENT STACKS TO BE PAINTED TO MATCH ROOF COLOR mi ---- ---- n n iten -- -r v .r . 7) SAMPLES OF ALL MATERIALS AND FINISHES TO BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION Z 8) ALL EXPOSED STEEL TO BE SHOP PRIMED AND FIELD FINISH PAINTED Li: 1111 9) ALL EXPOSED GUTTER AND DOWNSPOUT METAL TO MATCH ROOF COLOR. DOWNSPOUTS TO BE HEAVY GUAGE PIPE- NO FLEX CONNECTORS. CONTINUOUS HEAT TAPE FROM GUTTER TO BELOW FROST LINE OR DAYLIGHT. 1 1)EXTEND ROOF WATERPROOFING UP ALL SIDE WALLS AND CHIMNEY FORMS A MINIMUM OF 24" 3 12)SEE ARCHITECTURAL SUPPLEMENTAL INFORMATION BOOK AND IIIII DETAILS FOR ADDITIONAL CORE/SHELL INFORMATION AND 0 3 J SPECIFICATIONS 1 (1)1 II UPPER LEVEL F.F. 0 0 il EL:8288'-0" ° W 4 ; CIE 1 0CI !I I W I idE1 W gm' . 0 Ciii 5NM 0 Il 41 1.111111 - - • 10 MI MAIN LEVEL F.F. 4d, W EL:8275'-6" 11-/ =I _ __ N___ ,.._ ....._,. ____ ___I__ 1 (1) 0 ---\\\ CIC 1— ISSUED FOR: DATE: I 1 1 \1 LOWER LEVEL F.F. SCF 6C DESIGN DATE1.17 EL:8263'-0" TOV CONCEPTUAL REVIEW 6.26.17 HISTORICAL GRADE LINE © 2017 MICHAEL SUMAN ARCHITECT,LLC. ALL RIGHTS RESERVED. SCALE: 1/4"=1'-0" DRAWN: 1 EAST ELEVATION PROJECT#: 1601 A3.02 SCALE: 1/4" = 1-0" SHEET TITLE: ELEVATIONS A3102