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Transcript of Andersen Mason Dale Architects - PIX Loginpix.ghphipps.com/projects/2013/13.0674/ProjDocs/04 -...
CONCRETE AREA WAY WALL, BEYOND
SECTION DETAIL - ROOF DRAIN OVER AREA WAY ( 7 1 L—r L _T ~~ 3" = i'-0" V A3.43
SECTION DETAIL - EXTERIOR SITE WALL NORTH 1 1/2" = 1'-0"
116' ~ 0"
THROUGH WALL FLASHING
LEVEL 02 114' - 0"
1' - 7 5/8"
SS TERMINATION BAR WITH SEALANT AT TOP
FLEXIBLE FLASHING AND WEEP
CAVITY SOLID, BS
RE: LANDSCAPE
RE:STRUCTURAL
3/8" CIP CONCRETE WALL, RE: STRUCTURAL
ANCHORED LIMESTONE VENEER MASONRY, SPLIT FACE, 4' NOMINAL WIDTH WITH RANDOM VERTICAL JOINTS. NO THREE VERTICAL JOINTS IN SUBSEQUENT COURSES SHALL BE WITHIN 8" OF EACH OTHER
SECTION DETAIL - BAR GRATE AT STEEL BEAM r 2" 4" 8"
8 3" = 1 '-0"
X2_
A3.43
0.5
FV l's
\ /•
N.^l
, v v hL ^ ^ nJ
EQ EQ
LIMESTONE WATER TABLE
COORDINATE VOID SIZE WITH ELECTRICAL DEVICES OR PLUMBING FIXTURES, RE: ELECTRICAL AND PLUMBING DRAWINGS
HEWN LIMESTONE MASONRY UNIT
IfrPnPfiT
j
SECTION DETAIL - DOWNSPOUT TERMINATION AT AREAWAY 2" 4" 8" 16" 1/4" = 1-0" \ A3.43
ELEVATION DETAIL - PENETRATION @ SPLIT FACE STONE 2" 4" 8" 16" 11/2" = r-o" \ A3.43
CONCRETE FONDATION WALL, RE: STRUC
HDG GRATING CLIP, RE: STRUC
2" METAL GRATING, RE: STRUC
SECTION DETAIL - BAR GRATE AT BRICK WALL 1" 2" 4" 8" 3" = 1-0" \ A3.43
SECTION DETAIL - BAR GRATE AT FOUNDATION WALL I i
•j" 2" 3" = 1-0" V A3.43
3 5/8" 8 3/8" 3 5/8"
UNIVERSITY./ DENVER The Daniel Felix Ritchie School of Engineering and Computer Science + The Knoebel Center for The Study of Aging
Mark Rodgers, AIA University Architect University of Denver Office of the University Architect 2400 South Race Street Denver, Colorado 80208 (303) 871-4746
Andersen Mason Dale Architects
Architect AndersonMasonDale Architects, P.C. 3198 Speer Boulevard Denver, Colorado 80211 (303) 294-9448 www.amdarchitects.com
Structural Martin/Martin Consulting Engineers 12499 West Colfax Avenue Lakewood, Colorado 80215-3720 (303) 431-6100 www.martinmartin.com
Mechanical / Electrical Shaffer Baucom Engineering & Consulting 7333 W Jefferson Ave, Suite 230 Lakewood, Colorado 80235 (303) 986-8200 www.sbengr.com
Laboratory Research Facilities Design 3965 Fifth Avenue, Suite 400 San Diego, California 92103-3192 (619)297-0159 www.rfd.com
Landscape Architect SDesign Inc. P.O. Box 724 Bailey, Colorado 80421 -1838 (303) 838-5554 www.ldeasOutside.com
Civil Anderson & Hastings Consultants, Inc. 12596 W Bayaud Ave Lakewood, Colorado 80228 (303) 433-8486 www.ahceinc.com
Code Advanced Consulting Engineers, fnc. 3900 S. Wadsworth, Unit 595 Lakewood, Colorado 80235 (720)981-4150 www.acecode.com
Acoustics D. L. Adams & Associates, Inc. 1536 Ogden Street Denver, Colorado 80218 (303)455-1900 www.dlaa.com
Technology Rimrock A BCER Group 10807 New Allegiance Drive, Suite 400 Colorado Springs, Colorado 80921 (719)533-1112 www.rimrockgroup.com www.bcer.com
A V K2 Audio, LLC 4900 Pear! East Circle Suite #201E Boulder, Colorado 80301 (303) 865-5500 www.k2audio.com
Fire Protection Farnsworth Group, Inc. 8055 East Tufts Avenue, Suite 850 Denver, Colorado 80237 (303) 692-8838 www.f-w.com
Issue
ISSUE FOR BID
Date
20 MARCH 2014
Project Number:
Drawn By:
Reviewed By:
Approved By:
12-069
RL
EH/JE
AN
EXTERIOR SECTION DETAILS
A3.43
AREAWAY
ALLEY HARD PIPED
WITH INTEGRAL WATER STOP
LEVEL 02_ 114-0"
LATERAL PIPE WITH 2% SLOPE BRACED AGAINST HSS, BEYOND
METAL GRATE
FACE OF BUILDING
DOWNSPOUT
CAVITY DRAINAGE MATERIAL
BRICK VENEER MASONRY
THROUGH WALL FELXIBLE FLASHING
LOOSE LINTEL, STAINLESS STEEL, RE: STRUCTURAL
WEEP
HDG GRATING CLIP, RE: STRUC
2" METAL GRATE, RE: STRUC
WELDED FILLER STEEL PLATE, RE: STRUC
JOINT SEALANT
SECTION DETAIL - EXTERIOR SITE WALL SEAT 1 Hf" "h 16" 1 1/2" = 1-0"
WALL BEYOND
LIMETONE SEAT, SLOPED 1/4" PER 1
MAINTAIN DIMENSION AT SEAT EDGE
CONCRETE ON VOID FORM, RE: STRUCTURAL
GRADE, RE: LANDSCAPE
GEOFOAM,RE: STRUCTURAL
FOUNDATION, RE: STRUCTURAL
6 3/8" CIP CONCRETE WALL, RE:STRUCTURAL
ANCHORED LIMESTONE VENEER MASONRY, SPLIT FACE, 4" NOMINAL WIDTH WITH RANDOM VERTICAL JOINTS. NO THREE VERTICAL JOINTS IN SUBSEQUENT COURSES SHALL BE WITHIN 8" OF EACH OTHER SS TERMINATION BAR WITH SEALANT AT TOP
FLEXIBLE FLASHING AND WEEP
GROUT CAVITY SOLID, BS GRADE, RE: LANDSCAPE
LEVEL 01 100'-0"
A3.43 00
PR 036
RFI 0190R1
RFI 0360
RFI 0403
RFI 0668