Loading...
Elevations - BuildingA. GENERAL NOTES APPLY TO ALL DRAWING SETS. B. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR BEFORE PROCEEDING WITH WORK. C. CROSS REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF ANY DRAWING OR DETAIL. WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. IF DESIGN INTENT REMAINS UNCLEAR THEN PROVIDE MOST EXPENSIVE OPTION IN BID. D. DIMENSIONS ARE TO GRID LINE OR FACE OF STRUCTURAL MEMBER UNLESS OTHERWISE NOTED. DOOR & WINDOW OPENING DIMENSIONS ARE TO ROUGH OPENING OR CENTERLINE OF OPENING. CONCRETE AND BRICK DIMENSIONS ARE GIVEN TO THE FACE OF CONCRETE OR MASONRY AND TO THE FACE OF ROUGH OPENINGS. GENERAL NOTES 1. METAL AWNING BY AWNING MANUFACTURER. 2. PREFINISHED METAL PARAPET CAP. COLOR AS SELECTED BY ARCHITECT. 3. SIGNAGE BY SIGNAGE CONTRACTOR. 4. PREFINISHED METAL FASCIA. COLOR AS SELECTED BY ARCHITECT. 5. TRASH ENCLOSURE. REFER TO LANDSCAPE AND SITE DETAILS. 6. MECHANICAL ROOFTOP UNIT, SEE MECHANICAL DRAWINGS. 7. HEAVY TIMBER APPEARANCE BEAM. SEE REFLECTED CEILING PLAN. KEY NOTES # MATERIAL LEGEND STANDING SEAM METAL ROOF WOOD PLANKS CORTEN STEEL PANELS CONCRETE VENEER CMU LEVEL 01 0' -0" B.O. ROOF DECK 13' -0" 124568937 PARAPET-CONCRETE 15' -0" PARAPET-CORTEN 17' -0" BEARING PLATE 18' -0" 1 A4.00 +/- 9' - 3"+/- 27' - 3"8' - 2"I A KKJJJJ MMM O 1 2 3 2 1 4 44 4 LOWER ROOF BEARING PLATE 11' -8" 1 2 3 5 21' - 4"2 A4.00 O O RROO O O LEVEL 01 0' -0" B.O. ROOF DECK 13' -0" BCDEFGH AI PARAPET-CONCRETE 15' -0" PARAPET-CORTEN 17' -0" BEARING PLATE 18' -0" 3 A4.00 1' - 0"1' - 0"1' - 0" 1' - 0"8' - 2"4 A4.00 E E F H B N N N N LOWER ROOF BEARING PLATE 11' -8" 4 A4.20 12 21 233 1 44 5 4 A7.20 101A121A100A6 7 7 7 7 LEVEL 01 0' -0" B.O. ROOF DECK 13' -0" 1 2 4 5 6 8 937 PARAPET-CONCRETE 15' -0" PARAPET-CORTEN 17' -0" BEARING PLATE 18' -0" 1 A4.00 +/- 27' - 3"AG JJJKK O O O O M M M 20' - 10"LOWER ROOF BEARING PLATE 11' -8" 4 412323 2 1 1 5 2 A4.00 O RROO LEVEL 01 0' -0" B.O. ROOF DECK 13' -0" B C D E F G HA I PARAPET-CONCRETE 15' -0" PARAPET-CORTEN 17' -0" BEARING PLATE 18' -0" 3 A4.00 1' - 0"1' - 0"1' - 0"1' - 0" 4 A4.00 LCCLDD Q P L PQ LOWER ROOF BEARING PLATE 11' -8" 4 A4.20 1 2 1 1 2 1 5 107B1206 3 44 27 7 7 7 1008 W Main St Boise, Idaho 83702 208.345.1800 colearchitects.net Copyright © 2019 Cole Architects, PLLC CONSULTANT STAMP NOT FOR CONSTRUCTION DATE PHASE SHEET NUMBER ISSUES PROJECT INFORMATION SHEET NAME KEY PLAN JOB NUMBER BIDDERS ARE INSTRUCTED TO CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS AND THE SITE CONDITIONS. INFORMATION REGARDING THE COMPLETE WORK OF SPECIFIC TRADES IS DISPERSED THROUGHOUT THE ENTIRE DOCUMENT SET AND CANNOT BE ACCURATELY DETERMINED BY REFERENCE TO OTHER THAN COMPLETE DOCUMENT SET. A3.00 8/12/2021 20-018 ISSUE FOR BID EXTERIOR ELEVATIONS CLAYTON GRIFFITHS DENTAL OFFICE 3809 E. AMITY RD., MERIDIAN, ID 83642 SCALE | 1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH SCALE | 1/8" = 1'-0"3 EXTERIOR ELEVATION - EAST SCALE | 1/8" = 1'-0"2 EXTERIOR ELEVATION - SOUTH SCALE | 1/8" = 1'-0"4 EXTERIOR ELEVATION - WEST MARK DATE DESCRIPTION