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HomeMy WebLinkAboutRetail 2 Elevations MATERIAL BOARD GENERAL NOTES - EXTERIOR ELEVATIONS STAMP: 1. GENERAL CONTRACTOR TO COORDINATE ELECTRICAL RESERVED FOR CITY APPROVAL STAMP 07 42 13 PREFINISHED 04 20 00 FACE MODULAR 04 20 00 FACE MODULAR CONDUIT LAYOUT AND LOCATIONS WITH SIGNAGE 04 20 00 CONCRETE FORMED METAL WALL PANEL BRICK- BLACK ICE - MATTE - BRICK-ASH - MATTE- 07 24 19 EIFS- SNOWBALL 07 24 19 EIFS- MOONDANCE CONTRACTOR. MASONRY UNIT- STANDARD CMU-1 MET PNL-2 - CLASSIC BRONZE 615006- BRICK-1 B INTERSTATE; PORTLAND LIME BRICK-1A INTERSTATE; PORTLAND LIME EIFS-2 10400 -SIKA PAREX EIFS-1 3027 - SIKA PAREX 8"- BLACK- BASIS OF DESIGN: PACCLAD - BOX RIB 1 AND CEMENT MORTAR, AND CEMENT MORTAR, WATERMASTER WATERMASTER 2. SIGNAGE PROVIDED AND INSTALLED UNDER A OLDCASTLE APG - EBONY HORIZONTAL COLOR TBD COLOR TBD SEPARATE PERMIT. 3. GENERAL CONTRACTOR SHALL SUBMIT PAINT SAMPLES TO THE ARCHITECT PRIOR TO APPLICATION OR ORDERING FOR APPROVAL. Design Professional's electronic or digital seal or signature is effective only as to that version of this document as originally published by Design Professional.Design Professional is not 4. PAINT ALL EXTERIOR SURFACES, INCLUDING responsible for any subsequent modification,corruption,or unauthorized use of such document. To verity the validity or applicability of the seal or signature,contact Design Professional. HANDRAILS, CONDUIT, J-BOXES, ROOF SCREEN WALLS, ETC. 5. SEE SPECIFICATION SHEET FOR ADDITIONAL INFORMATION. 6. ALL METAL ROOFING, COPING, PARAPET FLASHING AND METAL GUTTERS SHALL BE PAINTED TO MATCH COLOR LEGEND. SUBMIT SAMPLES TO ARCHITECT FOR APPROVAL PRIOR TO PLACING ORDER. 7. SEE A4.11 FOR MATERIAL LEGEND 03 30 00 BROOM FINISH - HILLSIDE STRUCTURAL CAST IN PLACE 14'-4" CONC-2 CONCRETE FOUNDATION ARCHITECTURE WALL (REFER TO D G' 2 8'-6" 6 A STRUCTURAL) 4'-0" 4'-0" A4.20 1221 - 0" 0011/ �41 T.O. HIGH PARAPET 120' - 0" T.O. MID PARAPET 118' - 0" T.O. LOW PARAPET 115' - 0" T.O. PLATE OVERHANG WIDTH, SEE DETAILS AND 2'-0" 2'-0" WALL SECTIONS 0 HIGHEST ANGLE AT ■ ■ SUMMER SOLSTICE EIFS-2 2' 0'/ w� LOWEST ANGLE AT M / MET PNL-2 o WINTER SOLSTICE BRICK-1 B w_ / \ 0 0 100' - ptt T wI — 101E 101 F EL-3 EL-2 — I E 1 Cr ++ LEVEL — — — — — — — — — — — — — — — — — — — — — — 98 - 6 �, t Ad BRICK-1A EL-1 2 DOWNSPOUT ELECTRICAL GEARS - SEE ELECTRICAL EL-1 EL-3 A4.20 EL-2 SF-1 PLUMBING. NOZZLE. SEE PT-4 EIFS-1 PT-4 CONC-2 22'-8 5/16" MAX. INTERIOR WINTER V-4 3/16" MAX. INTERIOR DOWNSPOUT NOZZLE. U N SUN EXPOSURE SUMMER SUN EXPOSURE SEE PLUMBING. fftftftftftftftftftf� Q SUN SHADE STUDY W/ 2' OVERHANG EAST EXTERIOR ELEVATION LJ� Z M�M A 1/8"= 1'-0" 4 3/16"= V-0" J W`MM, Q 3 1 5 1 1 A4.31 T A4.30 A4.20 �_ 124'-0" 124'-0" w z 4'-0" Q 122' - 0" _ _ 122' - 0" T.O. HIGH PARAPET T.O. HIGH PARAPET Q 120' - 0" ME PNL 2 120' - 0" T.O. MID PARAPET T.O. MID PARAPET Q — _ 118 - 0 _ _ 118 - 0 T.O. LOW PARAPET T.O. LOW PARAPET z NUJ — — 115' - 0" EIFS-2 — — 115' - 0" w LIJ (� CNPY-1 MET PNL-2 T.O. PLATE T.O. PLATE CNPY-1 BRICK-1 B > EL-3 EIF S-2 PT-4 / ELECTRICAL GEARS - \ PT-1 ' EIFS-1 > SEE ELECTRICAL ` EIFS-1 PREPARED FOR: FIRE ROOM PT-4 M BRICK-1A AHLQUIST BRICK-1A CONC-2 CONC-2 1144 S Sukverstibe Way #500 Meridian, ID 83642 100' - 0" 100' - 0" — — — 7--� — — — — — — — — — 103A — — — — — — 98E L6�� — — — K 1 B — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 98E L6�- - - - - - - - - — I[ - - - - - -��- - - - - - - - - - - - ]I - - - - - - - - - - - - - - — - - - - - � J I — BRIG — — — — — - - - - - - - - - - - - - - - - � — — — — - - - - - - � BRAD SMITH T.O. FTG. - - - - - - - - — - — - T.O. FTG. EL-1 EL-1 (208) 841-9449 1 1 A4.20 A 1 REVISIONS No. Description Date ):)1/-16"OUTH EXTERIOR ELEVATION NORTH EXTERIOR ELEVATION= V-0" 2 3/16"= V-0" 2 1 A B A4.20 C A4.31 D 1 2 4 3 3 A4.30 A4.30 A4.30 A4.30 A4.20 124'-0" PT-1 122' - 0" MET PNL-2 EIFS-2 T.O. HIGH PARAPET 120' - 0" T.O. MID PARAPET 118' - 0" T.O. LOW PARAPET Project No.: 2025-130 115' - 0" Drawn By: MC T.O. PLATE Reviewed By: DZ CNPY-1 Date: 04/07/2026 0 2 4 8 SCALE: 3/16" = 1'-0" �► EIFS-1 0 / \ J BRICK-1A - - _ - - _ - - _ - - -� - - - - - 100_ _ EL1 EXTERIOR m 101A � � 101B � 101C � EVEL 1 — — — — — — EL-2 — — — — — — BRICK-1 B — — — — — — — — — — EL-2 — — — — — — EL-2 — — — — 98' - 6. ELEVATIONS w \ — — T.O. FTG. w EL-2 EL-2 DOWNSPOUT NOZZLE. SEE PLUMBING. EL-2 DOWNSPOUT NOZZLE. SEE PLUMBING. CONC-2 2 3 �^ A4.20 A4.20 W 0 WEST EXTERIOR ELEVATIONA401 0 N U